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HomeMy Public PortalAboutHISTORICAL SIGNIFICANCE DETERMINATION LETTER - 850 LUGO AVE -Historical Resources and Cultural Arts 2327 Salzedo Street Coral Gables, FL 33134 Phone: 305-460-5093 Email: Hist@coralgables.com Historical Significance Determination Letter for 850 Lugo Avenue February 1, 2024 Mr. Joseph Zumpano & Ms. Grace Escalona 850 Lugo Avenue Coral Gables, FL 33156 Re: 850 Lugo Avenue, legally described as Lot 25, Block 3, Coral Bay Section B, according to the Plat thereof, as recorded in Plat Book 65, at Page 115, of the Public Records of Miami -Dade County, Florida. Dear Mr. Zumpano & Ms. Escalona, Section 8-107(G) of the Coral Gables Zoning Code states that "All demolition permits for non - designated buildings and/or structures must be approved by the Historic Preservation Officer or designee. The approval is valid for eighteen (18) months from issuance and shall thereafter expire and the approval is deemed void unless the demolition permit has been issued by the Development Services Department. The Historic Preservation Officer may require review by the Historic Preservation Board if the building and/or structure to be demolished is eligible for designation as a local historic landmark or as a contributing building, structure, or property within an existing local historic landmark district. This determination of eligibility is preliminary in nature and the final public hearing before the Historic Preservation Board on Local Historic Designation shall be within ninety (90) days from the Historic Preservation Officer determination of "eligibility." Consideration by the Board may be deferred by mutual agreement by the property owner and the Historic Preservation Officer. The Historic Preservation Officer may require the filing of a written application on the forms prepared by the Department and may request additional background information to assist the Board in its consideration of eligibility. Independent analysis by a consultant selected by the City may be required to assist in the review of the application. All fees associated with the analysis shall be the responsibility of the applicant. The types of reviews that could be conducted may include but are not limited to the following: property appraisals; archeological assessments; and historic assessments." Therefore, please be advised that after careful research and study of our records and the information you presented the following information has been determined: 850 Lugo Avenue, legally described as Lot 25, Block 3, Coral Bay Section B, according to the Plat thereof, as recorded in Plat Book 65, at Page 115 of the Public Records of Miami -Dade County, Florida, does not meet the minimum eligibility criteria for designation as a local historic landmark. Therefore, the Historical Resources staff will not require review by the Historic Preservation Board if an application is made for a demolition permit. Please note that, pursuant to Section 14-107.5(b)(15) of the Coral Gables Zoning Code, this determination does not constitute a development order and is valid for a period of eighteen (18) months. In the case where the Historic Preservation Officer or designee determines that the property does not meet the minimum eligibility criteria for designation, a permit for the demolition of the property must be issued within the eighteen -month period. Upon expiration of the eighteen -month period, you will be required to file a new application. Any change from the foregoing may be made upon a demonstration of a change in the material facts upon which this determination was made. If you have any further questions concerning this matter, please do not hesitate to contact this office. Sincerely, Historic Preservation Officer Copied • Cesar Garcia -Pons, Chair, Historic Preservation Board • Cristina M. Suarez, City Attorney • Stephanie Throckmorton, Deputy City Attorney • Gustavo Ceballos, Assistant City Attorney • Douglas Ramirez, Development Services Assistant Director • Jennifer Garcia, City Planner • Analyn Hernandez, P/T, Plans Coordinator Assistant • Historical Significance Request Property File CITY OF CORAL GABLES HISTORIC SIGNIFICANCE REQUEST OF ANY STRUCTURE PROPERTY INFORMATION: Folio Number: D3-Sid'-Ooh-D25'o Property Address: Legal Description: El Re -Issue '5V 4u&o . / u6 / G £ 4I3/ -5, pZ, 33/66 aaci e . i� P6 -//S , LOT 25 81143 Original Date of Construction: Original Architect(s): OD O(iAJ /164 OWNER INFORMATION: Owner: ---,G5e9H Nf946.00o. ' CJ,e4.--e Ese,O0A Mailing Address: g5Q /,,L ('O /541601/1E- i (• ‘94131... 5 I FL- , 431,5---6 (Please be sure to include City and Zip Code) Phone number(s): cos �C �' 635 3 E-mail: CONTACT INFORMATION: Applicant Name: 1i&p/A/JD Mailing Address: 75-C) /,U&C) 4V&4JL ( ) !. 6)46/-,S / Ft- 3316� (Please be sure to include City and Zip Code) Phone number(s): 3os-- goy- C3S'3 E-mail: �'2upt-f PDr J p z.AW . -StaffUse Only - EDEN SYSTEM PERMIT #: Determination: The property ❑ does not meet ❑ does meet the minimum eligibility criteria for designation as a local historic landmark at the present time. Note: The Historical Resources staffwill require review by the Historic Preservation Board iftbe building to be demolished is considered eligible forlocal designation. Any change from the foregoing may only be made upon a demonstration of a change in the material facts upon which this determination was made. Please be advised that this determination does not constitute a development order. **PLEASE NO TE: Section 3-1107(g) of the Coral Gables Zoning Code states that "All demolition permits for non -designated buildings and/or structures must be approved by the Historic Preservation Officer or designee. The approval is valid for eighteen (18) months from issuance and shall thereafter expire and the approval is deemed void unless the demolition permit has been issued by the Development Services Department. The Historic Preservation Officer may require review by the Historic Preservation Board if the building and/or structure to be demolished is eligible for designation as a local historic landmark or as a contributing building, structure or property within an existing local historic landmark district. This determination of eligibility is preliminary in nature and the final public hearing before the Historic Preservation Board on I.ocal Historic Designation shall be within sixty (60) days from the Historic Preservation Officer determination of "eligibility." Consideration by the Board may be deferred by mutual agreement by the property owner and the Historic Preservation Officer. The Historic Preservation Officer may require the filing of a written application on the forms prepared by the Department and may request additional background information to assist the Board in its consideration of eligibility. Independent analysis by a consultant selected by the City may be required to assist in the review of the application. All fees associated with the analysis shall be the responsibility of the applicant. The types of reviews that could be conducted may include but arc not limited to the f ollowing: property appraisals; archeological assessments; and historic assessments." HISTORICAL RESOURCES & CULTURAL ARTS DEPARTMENT -HISTORIC PRESERVATION DIVISION -2327 SALZEDO STREET, CORAL GABLES. FLORIDA 33134 \ \Forms111ist-Sig•ReOf IisaSig-.\PP.dnc Page 2 of 2 Revised: 8/17/ 17 Joseph Zumpano 850 Lugo Avenue Coral Gables, FL. 33134 (305) 804-0353 December 28, 2023 The City of Coral Gables Historical Resources and Cultural Arts Department 2327 Salzedo Street, 2nf Floor Coral Gables, FL. 33134 RE: Permit Number: BL 22-08-2072 To Whom It May Concern: I request you issue a letter of non -historical significance in order to obtain our demolition and building permit for 850 Lugo Avenue with legal description Coral Bay Sec B PB 65-115, Lot 25 BLK 3. Your prompt attention to this matter is greatly appreciated. Sincer Jose Zumpano CITY OF CORAL GABLES HISTORIC SIGNIFICANCE REQUEST OF ANY STRUCTURE PROPERTY INFORMATION: Folio Number: e3 - //'-'9O'' - 0250 Property Address: Legal Description: ❑ Re -Issue gS0 . CP&O d/ L -fig le 6A6e65/ , ( 3,1676 Dl 4L. a4ci E•e. s P6 -1/5" 140-r 25 84.14. 3 Original Date of Construction: /164 Original Architect(s): 61/0-4)66274) OWNER INFORMATION: Owner: Mailing Address: (Please be sure to include City and Zip Code) Phone number(s): SOS ' �O — 635 3 al -p4000 A gscAto'k DA 23 b fn 6 A LIT r CS�U5L7C ��J I EL E-mail: (1/-t:eNo/J0 0 j7GAco . l .8 CONTACT INFORMATION: Applicant Name: Mailing Address: Phone number(s): E-mail: q GGPGo AVE.AiLle , 2, 6W L - l Ft_ 3+3/5- (Please be sure to include City and Zip Code) -ZT-aftvPA&J �pz.A) Coti-i - -StaffUse Only - EDEN SYSTEM PERMIT #: Determination: The property ❑ does not meet ❑ does meet the minimum eligibility criteria for designation as a local historic landmark at the present time. Note: The Historical Resources staffwill require review by the Historic Preservation Board if the building to be demolished is considered eligible forlocal designation. Any change from the foregoing may only be made upon a demonstration of a change in the material facts upon which this determination was made. Please be advised that this determination does not constitute a development order. **PLEASE NO TE: Section 3-1107(g) of the Coral Gables Zoning Code states that "All demolition permits for non -designated buildings and/or structures must be approved by the Historic Preservation Officer or designee. The approval is valid for eighteen (18) months from issuance and shall thereafter expire and the approval is deemed void unless the demolition permit has been issued by the Development Services Department. The Historic Preservation Officer may require review by the Historic Preservation Board if the building and/or structure to be demolished is eligible for designation as a local historic landmark or as a contributing building, structure or property within an existing local historic landmark district. This determination of eligibility is preliminary in nature and the final public hearing before the Historic Preservation Board on Local Historic Designation shall be within sixty (60) days from the Historic Preservation Officer determination of "eligibility." Consideration by the Board may be deferred by mutual agreement by the property owner and the Historic Preservation Officer. The Historic Preservation Officer may require the filing of a written application on the forms prepared by the Department and may request additional background information to assist the Board in its consideration of eligibility. Independent analysis by a consultant selected by the City may be required to assist in the review of the application. All fees associated with the analysis shall be the responsibility of the applicant. The types of reviews that could be conducted may include but are not limited to the f ollaywing: property appraisals; archeological assessments; and historic assessments." HISTORICAL RESOURCES & CULTURAL ARTS DEPARTMENT —HISTORIC PRESERVATION DIVISION -2327 SALZEDO STREET, CORAL GABLES, FLORIDA 33134 x:\Forms\I list-Sig-Req\1list-Sig-App doe Page 2 of 2 Revised: 8/17/17 i MAP OF BOUNDARY AND TOPOGRAPHIC SURVEY LOCATIO N MAP ;, Not to Scale v► LEGA L DESC RIPTIO N: Lot 25, Block 3, CORAL BAY SECTIO N "B", according to the plat there of, as recorded in Plat Book 65, Page 115 of the Public Reco rds of Miami -Dade Cou nty, Fronde M N ail Al6 !0 r te u rae.�.a a• ess•aaer••krisrJw.sa+1•1111letl N B9" 40' 59"E 200 Ca ll Aa as ewe We 199.86'1. n LUGO AV ENUE Ie ar.• /NPY 11 aa•11,.. .NO . 4. 1 Pau=Ta•••••• •• t' ©Northerly exten sion of the VVes: It. of rat r..evrJ .mw a le SURVEYO R'S REPORT A ND GENERAL NOTES (Not valid wdhoul the attached Su rve y Map) 1. le gal Daet r.phon has teeth Maratha by lrie client 2. Reference s I0'Deed-. 'RewlrT sr 'Pie r refer ea determ ents and instrument. Of rat ta n as pail as the pertinent nlanf ateon used tar 1101 sully w ork Me asured d stame s. 80.aeti0ns a nd angles along ',pun ditry loose * en conssrency eseh correspo nding *Wadi tram records r.n le ss 0 15195111100011 3 These tend ere token/ to eddepnal reslncrwns at raw+* that were not lumlhed to the undenrgn ng regdtered survey* A 141. .**0 011 has na l be en performed by free SurVeyee. 4 North arrow direction re based on an assumed Me ridian Bearings are based on an assumed meridian on a w ell -established line, said line is being noted as BR on the Survey Ma p. 5. On ly above gtsu5d utlptouemaet. are lhan 9 he at* F#.041Jen ,. u tWefgmune INletres all whites here no t been located 6 Staidly markt* taw* et We held reev e rip egennhcalwn unle ss Ci na±Msp Snpv tn ...yea/Val marker set by .111 ta mpany 111aFMaed (8. 7202 ae PSM4169 7. Fe tter awnalat.p 905 n et been 0.1.1010534 Di5ancas Item e ea ,trrg fables I. boundary kno t a re epprpx311ale Fen p0AYa0s Islay, and tonalfb ea mist be tans4ared 13 deeermrie du e lecatipn (. ends located beyond de+imacpr fences rreght Or MOM hat ba hews nan d by ed)ee ra[1 Adminn g Ro ma ISde6 east been irweang#tt5 8. This Su rve y Map is rManded 1461 d0pla ycm alttie stale slgwn heecon Data s a apHrssep m U.S Sa1Ney Fo ot.. 9 This Sun ray Map is 5519 p0aplrad for Ilia use TR1he pany/91101 s M et it is certified 10 and dots not errand to any unnamed individual, entity or assigne e 10,FLOODPLAIN INFORMA TION: As staled ham Federal Insur0Ata Rale M ap (FIRM) of Community No 120639 (City of Coral Gables), Panel 0467, Suffix L, revised on Sepl 11th, 2009, this real pro perty Falls in Zone " VE" wdh Base Flood Elev ation 13 and 14 ree l (NGVD 1929) 11,HORIZO NTAL ACCURA CY: A ccura cy obtained thru measurements and calculations mee ts and ex ce eds the minimum horizontal feature accuracy for a Su boaDan are* troop equa l In 1 100 110 7 500 Pant 12. VBRTICAL CONTR OL AND ACC URAC Y: The e lev ations es shown are re ferre d to the National Geodetic Vertical Datum or 1929 (NGVD 1929) The closu re rn feet el computed. we st. Me M aeda* of plus et minus 0 05 fe et times the squared fool of the loop dista nce in miles Elevation a re ba sed on a lev el loop from and to the following official Bench Marks Bench Mark # 1: Miami -D ade County Public Works Departme nt Bench M ark C-318, Elevation =4 09 feet Be nc h Mark #2 Miami -D ade C ounty Public Works Departme nt Bench M ark B-318. Elevation = 19 78 feet twat Pr • Pr Itra Ow. tw•HAtt Pr. 13maryi P r. Pi I HEREBY CER TIFY TO osep Zumpano and Grace Escalona That r n Survey confo rms t0 In 1 Sten dards of Practice u set toll, by the Florida Board of Prolesslonal Surveyors and Lapp Is in applicable pro...'nl .t c hapter 5J-17. Florida admlrv�v alive code pursuant to Section 472 027 Florida Statutes This Surv ey is a ccurate arc! correct 10 the best of my know ledge and belie) c lie fait Oaalys C Bella-Iznaga Prolesslo nal Surveyor and M apper LS6169 Slate of Florida Field Work Dare 05/262023 Found to One *Ye. �a'4 uw p �sr 1,'— + 1.781]9111 Norm ®© N69.41'30"E IR S) I• - N09`40'59"E 100,013' M Two Story Re sidence No 650 1510 F Elev=050 200 0 0 Elev =20 SW B oat Lin 120' Total Carn al RCN (P er Plat Book 65 - P age 115) 0 120' Canal R25L o1 Way_ 75 ' Navigable Channel 1 SCA M r . a0' Foun d 314' kaaPa e [yi '-w e.e*. LEGEND 8 A BBREVIATIONS • CON CRETE (CONS I C ONC RETE SLOCA WALL CiEcN 4 COVERED AREA •. A SPHALT TILE 4 PAVERS S TON E —x—x_ . E Iwil E cE tar, PIET7T I4 : of IMO oR WATER R ER Plwn 1 13LIGHT POLE (LPI 031 .w STREET -0R elx0 07 few*, p . n euRDL FIR E H YDRAN T CA BLE BM fr.. o . rPL TRANSFORMER CATCH 50015 OR INLET TING O - uuTlpgnERE RCE Oe - PROPERTY CORER. • `1,'.7.1,n7.',7,00""` CO 000 c POINT OF TANGENCY PC • POINT OF CL RVATURE PLC • POI NT OF COMPOUND CLAvE Pc • POI NT .E CURVE . MN. RR • SE.I NG REFERENCE 1801 4'755.5 +. P . •Rga•T o ANA • 11511•.-v • . . yr •. awr two • leek sat sae_ • rink et5lAwre • 01• Ka• 0 . *0.119 001 un r.* [+a RAPPER I OC c AIR CO NDITIONER PAO ORS OFFICI. REC ORD BO. COS CONCRETE PLO. STRUCTURE RA W NiG HT CIF W. ELEV ELEV ATION SEC c SECTION CALL TEo RECORD •a Mu.r.rt ra* SP.1 .—•r 71 M AW. 1•. c5Rt.r.•• . 0•er.•5 cr.r .+b •Tir 6Wl� .raen• Y�• •• •.a.�•4'a•--sNw Property Address 850 Lugo Avenue, Coral Gables, Florida 33156 ingatt No 23017 D B UR Page 1 of 1 ,; �s..�..�,�, RES: WAT IWAY: 850 Lugo Ave - Lot 25, Blk 3, Coral Bay See F3 65/115 PL -ML 8/73 MAP OF BOUNDARY AND TOPOGRAPHIC SURVEY ppOJECi ee A.Eh oE CANA L Qt? 1 1 LOCATION MAP Not to Scale 1 HT DR ATND 111111 1 LEGAL DESCRIPTIO N: Lot 25, Block 3. CO RAL BA Y SECTION "B according to the plat thereof. as recorded in Plat Boo k 65, Pa ge 115 of the Public Re co rds of M iam-Da de Co unty. Flo nda SURVEYOR'S REPO RT AND GENERAL NOTES (Not v alid withou t the attached Survey M ap) N89'40'59'E 200 199. 86' De. ONOTIT R,r.Ma a LOT 24 BA d.] a *wo w . alo Wdram,,R.Tww° W1bA kIMg 111 1a4�yWlatal. t'yalEa,. :,,L 't,ttfE�!4yitg-'9• 3�� LUGOAVE�IUE €;t-..xT.wwwwrremaaV1P496 fj. • Hg N 89' 41'30 -E (R.)1° N89'40'59'E 100. 00' M. 1i 1 Legal Descnpbon has been furnished by the client 2 R eferences to 'D eed' , 'Record' 01 ' Plat' refer to documents and instruments o/ record as pan of the pertinent information u sed for this survey wo rk Mea su red distances, direct ions and angles along boundary lines are in consistency with corresponding v alues from reco rds, unless otherwise shown 3 These lands are subject to additional restnctions of reco rd that were not furnished to the unders igning registered surv eyor A 1111e search has not been perfo rmed by the surve yo r 4 N orth arrow direction is based on an assumed M eridian. Bearings are based on an assu med meridian on a well -established line, said line is being noted as BR on the Survey M ap. 5 Only above groun d improvemen ts are shown herein Foundabons. undergro und features and u hlaies have not bee n locate d 6 Surve y markers foun d in the field have no iden tifi0abon u nle ss otherwise sho wn My survey marke r set by o ur compa ny is labe le d L8 7262 or PSM 6169 7 Fence ownership has not been determined Distances from existing fences to bou ndary lines are approximate Fence/walls width and conditions must be co nsidered to determine true loca tio n Lands loca ted beyond perimeter fences night or might not be being used by a djoiners. Adjoining parce ls have not been inv estigate d 8 This Su rv ey M ap is intende d to be displa yed at the scale sho wn hereo n Da ta is expressed in U 5 Surv ey Foo t 9 This Survey M ap is being prepared for the use of the party/parties that 11 is certified to and do es not extend to any unnamed individual. entity or 3559000 10.FLOODPLAIN INFOR MATION: As scaled from Federal Insuran ce Rate Map (FIRM) of Community No. 120639 (City of Coral Gables). Panel 0467. Suffix L. revised on Sept 11th. 2009, this real property falls in Zo ne NP with Base Flood Elev ation 13 and 14 feet (NGVD 1929) 11.HOR IZONTA L ACCURAC Y: Accuracy obtain ed thru measurements and calcu lations meets and e xcee ds the m in imu m horizontal feature accuracy for a Suburban area being equal to 1 loot in 7, 500 feel 12.VERTICA L CO NTRO L A ND ACCURA CY: The elev ation s es shown are referred to the National Geodetic Vertical Datum of 1929 (NG VD 1929) The closure in fe el. as com puted, mee ts th e standard of plus or minus 0.05 feet times the squared root o1 the lo op distanc e in m ile s. Elevatio n are based on a level bop fro m and to the following official Bench M arks Bench Ma rk N 1 M iami -Dade Co unty Public Wo rks D epa rtment Be nch Mark C-318, Elevation = 4. 09 feel Ben ch M ark N 2 Miami -Dade Co unty Public Works Department Bench Mark 8-318, Elevation = 19 78 feet TAT Lwnl.r..r...••• +rl .0.0 00011010 Re/Ia. 11 IA If 00 .00 ..• +.• 10 IT 10 10 0 00 00 .000 0 Ana 0a w 21 0 00/ Pas 10 11 10 1100 Pod• 14,0100 0 0.0».0.0. 10 10 IT 000 0x 100 Ye . 110.1 DAWN 21 04 100•• 0006 uelwuswsw 00.010 .000 070010.1011. 00000.11.60 0 IT 00 0•110 , 100 Yew. 0.10 10 10 10 10 40011a .0 0. 110.10 /0 10 51 0•01.00 004 10 111 HEREBY CERTIFY TO oseph Zumpano and G race Escatona That this Su rv ey conforms to the Stan dards of Practice as set forth by the Florida Board of Professional Surve yors an d Mappers in applicable provision s of chapter 5J-17, Florida adnen istrabv e co de pursuant to Section 472.027 Florida Statutes This Survey is accurate an d coned to the best of my knowledge and belief. c 14.. ,SA (100.40•0 ^ .DI 1u00,4,0svE _ auw mss .. — Odalys C. Bello-Iznaga Professional Surv eyor and Mapper L56169 -State of Florida Field Work Date. 05)262 023 Fou nd YP Iron Po pe — 0WE", 0 9'EA sr 0 ' 1•1 sit Found X Mark canoe 36 xb 12 m Arc 204 Crpo rt W 1 it i,..,;$ 3. r l ben P. 51 0. 3'0051 5 G' 2,53 ';:pgefr'� ^ 26 6 41 0.•. Spa 30 6' Two Story Residence No. 850 1+ 111E160 .956 23011001 0. 205& 30 6 26 0 od 65' 2,00 =w w Egi 31 4' Pod 050 �6 ° 309 41'301N Concrae DockSo 9 x0519 Jr 1 • ... • k Boar Lill E49ed1 Mie e w ur 400 101; Mahe 5/20211 120' Total Canal RMr (Per Pl at Book 65 - Page 115) C 120' Canal Right of Way_ - 75' Navigable Cha nnel o1n0N1E 0 20 I I SCALE. I' • 20' LEGEND 8 ABBREVIATIONS CONCRETE SCONEi CON CRETE 40CA WA LL ///// ' OE L, COr ERED ARFA ® Pte.• • TILE • PAVERS • STONE _9_ .5. • N. 1E00F 1[Lm PION META L SRA, (TRIO( OFT I14VALVE MI `Tv (,1i •W ATER M[NE ISSnl .1 I. • T 001.E (LP , ® • • SSTTREET SIGN OS • SAR I T Q• uRALwGE MANn pE );[ • FIRE ARE . . SOT r(ATri . r. TN AIcr4 RwR INLET DB OR • EMT. ELEVATION 'Z,==""" pa . PROPER/v . (0 RN(R • - PER.TTENT CONTROL P0011 IP(PI Pl • POINT OE CT RPC • P0141 OF CUR WE PC( MC • POW OF REVE RSE (LAVE SDK ART n • SE.R.EEEERENCE a uL,M SEWN PIO N, TN LINE M P. 6s PILO MEASURED P • PER PLAT PS n - PROPESSION4 SlAsETOR API w.146 OETISIAL RECORD 600( ROW • RIG HT OT 'REV R SEC • SEC TI ON CAC • CALC ULATED 4/00.0.60 ,0000 01:011•50,6 0 00001000 ••• we, . .e. NrN. s,beRwW . .r,. •.n. M 0w.. m. ..aWswi, .w..e...ew OW 0.0000 caw.em.1.w.+.w.w ADAM Ia .*, Sr.ep w,LTR M. Property Address 850 Lugo Av enue, Coral Gables, Florida 33156 Project No. 23017 D.B .: UR Page 1 of 1 y78wg z tq 2 g o • § c ZR�g o J LLo J tWo �2�gg W M II 03 _ a - SC. ENC. A. C. -ELEV. S; Awriu. 701 CORAL FIAY LOT 25 FILK 3 Eic:A L. i.. 4462 65-E LS o APPROVED. - 1111 APPROVED Subject to Rotations and Care' rtions shown. ❑ DISAPPRO-VED; Revise as Indicated and re submit. Checking oft hop Drawings is 1<<'.ited to general design and general arrangement oaiy and i, not intended to be a verification of the itzms or to I rneterial required. f pproval shall not re, eve the :.on sector from respcn,sbi• ity of complying with dete;ls of design, requirements of p cifications, correct dimensio.ls for proper fit,ing, capac:.y, performance, construction or any other requirements of the Contract. ROME 1LER, A. 1. A. ARCH TE T/ Q S Date G -- MIL uili:f slsiunS -_ OYEr3t;:r,ES, �1Tih' ETG, 1G BE C;;E KEJ -- BEFORE trot;,:i':s MUSSES PS YGWI IIESPONSi$lLITY ri. J OUR T&!SS PLAN • d 1 � Cora,Cor24, L c QS L FLQ re t plt I2. 2/ l — fr. �� r ...--,z. 1:_____, --------T.".„.,,ki..-:,f".! sr r ; g Co" • 1 aL. .- ; C. NOTE: '1t.;..; 1x r_ Il7C4tir•rt use +I.inZ!'.o•Eiry tie Cs folk:vv.+' •.ii!lr.1T. G �•-i��i _-r: t -:`r: L"r. In1 t.�' -.,¢ — ' �•.;6 •i cii;otar. 4••• G'1 • P . a $ t:17 T • App ITs0r•} i C3 is:.' +ice.=� �.. r� C [t _ � _ -• DATE!11 LL ],.... t. 4 yi,yi jrj l 1; r 1 CITY OF CORAL GABLES - - BUILDING DIVISION Cot - I' 03 /993s . OWNE ARCHITECT CONTRALTO NO. F50 rig 9 , /4eg eaired !end. O. hhe`), DATE STREET ffa. hill v DIMENSIONS OF SITE FRONTAGE DEPTH loo, LOT 02 c STORIES TYPE OF CONSTRUCTION ens SET BACKS (IN FEET) FRONT RIGHT LEFT !0' REAR 311 BLOCK 3 SECTION 4,0 gicygg USE 949 ION'. BOND No /35 7f BOND OUT r� YARD U I —( 1 FINANCE PAID__ ftEXCEPTION RES. No.. _. TYPE ROOF FLOOR AREA PAVING CONTR. ti 3D,' SUB-CONT, FORM 'WA —' I —toCt APP -1`` 6 2. 6 " II ZONING SQUARE FOOTAGE FLOOR AREA MINIMUM REQUIRED MISCELLANEOUS 4/2/69 Contrac = notifi and obtain ed finals. 4/22/69 nt ctor notifi •• about unlicensed subs 7/9/79 Contractor notified to have required final o submit sublist REI D iNsrecnoNS PILING UNTE FOUNDATI • COLUMNS GRADE B RAKE BEA CAP y LATHING SUB -FLOOR, I st . COPING SUB -FLOOR, 2nd FIRE STOP FLOOR SLAB / GARAGE FLOOR TIE BEAM, is -. ,, ROOFING TIE BEAM, 2nd FRAMING P —S 341 -- AIR COND- SIDEWALKOLK YA-2 6 FINAI_— MISC REFUND PWMBINGt i . L ELECTRICAL SEWER LAT. SLAB SEPTIC ROUGH GROUND FINAL ROUGH FINAL_ Ik ILE ROO1 L(1_r'"V TILE LAY DATE TYPE dI - INITIAL REMARKS CITY OF CORAL GABLES Building Department 405 Coral Way Coral Gables, Florida 33134 ELECTRICAL PERMIT APPLICATION TYPE OUTLETS, ROUGH WIRING RANGE RANGE TOP AIR CONDITIONER (CENTRAL) MOTORS LIST BELOW WATER HEATERS CLOTHES WASHER DISHWASHER PERMANENT FANS STRIP HEATER (KW DISPOSAL NUMBER OF LAMPS TEMPORARY SERVICE REFRIGERATOR SUBFEEDS TRASH CO PA INTERCOM FIRE ALARM BURGLER ALARM REPAIR SPECIAL PURPOSE OUTLETS TEMP. FOR TEST SIGN (TYPE) SWIMMING POOL Whitt - INSPECTOR'S COPY • Pink - Fl LE COPY • Green - AP UCANT'S COPY JOB DATA NUMBER 1 FEE TOTAL FEE ) NO. A. TON FEE 111111111111111111111j1,1t,117 ELECTRICAL i f % go PERM TT J. 1 Canty or Contr Sr - 0 e de 1_ PNq 57°-941,2( galt Ca P TNQ. ILWl�1G ?&RMI �"�' Pbons .SA.rGC3-/.-o Lot Biota IRiadIvIston PROPOSED USE OF BUILDING NO, OFSTORES FAMILIES f - METERS OFFICES BEDROOMS BU I LI INO INFORMATION: OLD 1$'''. NEW ❑ TYPE OF WORK ADD NEW 0 ALTER. 0 REPAIR 0 Appilcation is flerelky made to obtain a permit to do the work and installations as tseeon illy lead l: 1 certify that no such worlt or Installation has been effected prior to the issuance of said permit and that all work will be perk:rilled to moat the standards of lain regulating construction in Dade Coutvty end -the City of Coral Gables. I further Cattily that I have checked and ant raeponsibla for the adequacy of any y ' inp wiring systems to which the work - t' permit adds e orb changes. Contr Cert. No. Contr. Social SsctE►ity No. reome vwdsr 4767117 Date of Ifause Insurenca.Dela: Issued ay: r.t-v' z'r -ti This parMit dog" not benome valid until signed by an authorized representative of the Directer, Corot Gables Building Deportment and all tees are paid and receipt aQknetwaidged in tale space pro . ELECTRI CA L- 111111PIECTIBIla TEMPORARY SLAB ROUGH OTHER FINAL BtECTRIcAL THE OWNER'SAFFI.IOAVIT I further certify that all work will bit done by the pereunsI ly, for myself, with- out any manna helps; other than a Ikon ed and dole qualified contractor as requireday law.. Signed 11 111.a1...:1 11 "1" II\1 V! It 11.1 Li VIA!! T[AII1 'L' 1 1 1 4. F • LEGAL DESCRIPTION: Lot 25, Block 3, CORAL BAY SECTION B, according to the plat thereof as recorded in Plat ilk 65, Page 115, of the Public Records of Dade Comity, Florida. SURVEY FOR: ZOMPAII4V/ SE-PNatimeSoLikalS 850 Luxe Avenue, Coral Cables, FL 33156 Certified to: ALDEmT72 A. ,R4L G+{JE t MA.. reAZ7 !AGE , .1 a 1T C ssO►RS AVOW - ASS rfakir, AS iktrs rEs T" /WY ,APoWsgrailL Attorneys' Title Insurance Fund, Inc. 44 A/ 9 `#/ '3 el - 4..u6 es .s csi ti • . . .1 • • AWALC u z7 fiiio rY - .. .. Icy c &Sys& a G1C. Seta► Wo► l frockiwocrel dit C A i 01\J ►Ap i 1I1III1II1I11IUIIHIBOx I �IINI�•he City of Cora] Gables01020086 I } PERMIT APPLICATION DATE: 1/1 y,'IC� , J 3,/y733/ tjM A lisithur tot 01 U 2 Ca ALL OF THE FOLLOWING MUST BE FILLED IN BY APLICANT ACCORDING TO FS 713.135 Application # C /° 6/7 Control # 0/°4 Square Footage: Type of Permit ( ) Building ( ( ) Mechanical( CONTRACTOR'S LICENSE NUMBER: CONTRACTOR'S BUS ESS N Address: /O Estimated Cost $ SD -00 ) Plumbing ( ) Electrical ( ) Sign ('yr, Residential ) Roofing ( ) Zoning ( ) Misc. ( ) Commercial 4t1 000658 Phone Number: State: Zip Code: ARCHITECT/ENGINEER'S NAME: ROL Pvt 0, v Pr,G D Phone Number: ai S 73 Address: 497[i' C, ] `7? Are (ity: en. !' State: f Zip Code: SITE ADDRESS: Alit O 11.114 b Ave LEGAL DESCRIPTIONS: Lots _045 Block j Folio # 5 /1'W(Q0+ASD Section Ctor4 (ps2`1 9e r1 OWNER'S NAME: Kt A C +£ 2 c/).1.)/ N 0 -- �i Iona Phone Number: 3-0 5 664 -q Address: Cj o j A °J C City: CO/t, j- ea 4 1' State: P. Zip Code: 3 3 I S { WORD DESCRIPTION: 1�P� 4,1 os- 6.1)4543rade ff;,a,R' Application is hereby made to obtain a permit to do work and installations as indicated. I certify that no work has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating the construction in the City of Coral Gables. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING, AWNl\IGS, ETC. OWNER'S AFFIDAVIT: I certify that all foregoing applicable laws regulating construction and zoning. r4 CC. 2 LINA.Aj'®' Print i Signature: PROPERTY '" ER The fore oing instrument was acknowledged before me this j day of 20 pi by G!4LL i Pfd who has taken an oath and: ( virisPersonally known to me ( ) has produced a on is accurate and that all work will be done fiance with all NOTARY PIDBLIC My Commission Expires: as identification IFI KL The foreg ing instrument was ac owledged before me this day of 2nD d by rlr/ Ad who has to en an oath and: ( s personally known to me. ( ) has produced a as identification AC' el(11 NO ' Y PUBLIC My Commission Expires: t (MAW �a Coireniasicn CC88114. .. sows gwo.efi 18.2301 WARNING TO OWNER FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 03/13/2001 FOLIO 03 5116 006`0250 PROP ADDR 850 LUGO AVE NAME AND LEGAL JOSEPH ZUMPANO &W GRACE ESCALONA 850 LUGO AVE CORAL GABLES FL 3315E CORAL BAY SEC B PB 65-115 LOT 25 BLX 3 LOT SIZE 100.000 X 115 OR 19276-4695 09/2000 1 YEAR LAND BLDG MARKET MCD 0300 VALUE HISTORY 1999 2000 02/08/2001 336180 336180 199851 199851 536031 536031 === = =a ASSESS 481041 HEX 25000 WVD TOT EX TAXABLE 456041 STATE EXEMPT. SALE DATE 09/2000 SALE TYPE 1 I/V I 494029 25000 469029 SALE AMT 755000 SALE 0/R 19276-4695 PF1-MORE LEGAL PF2-PARCEL INFO PF3-FOL SRCH PF5-TAX COLL PF7-PREV OWNER PF8-MENU PF13-OCCUP LIC { . 1e..o at aa�.a 1 LJ 1J 1�1� 71 rjim .4111,01.,1.$ Y6 retain! i� IYt 71IWJC Y Y1 1H1 It f "'dr � . . ,,„,„„„9 INSPECTION NUMBER CITY OF CORAL GABLES INSPECTION C.AYEQOAY 010345 4 INSPECTION REPORT P - WORKS SITE ADDRESS 850 LUGO AVE N837 IF1NAL - PUBLIC WCRKS OR CONTRACT CASSIDY WAHAD CONST CORP CORAL BAY SEC D I TI N-IHSP TELEPHONE M 9 NUMBER 032873314 QUALIFIER WAHAB GERMAN WALID TELEPHONE COMPETENCY 592324572 /A ord PERMIT NUMBER JE APPLICATION NUMBER 01020086 01M6896 PERMIT PERMIT DESCRIPTION CONTROL NLIMBE 01013479 COLUMNSrBALUSTRADES,"ZA'ES *8,000 PROPERTY CODE 51180060250 OWNERS NAME JOSEPH ZUMPAND S WN RS QI A W/ GRACE ESCALONA S50 LUGO AVE CORAL GABLES FL 331566321 COMMENTS TO THE INSPECTOR 11111 0 VIOLATION OF ZONING LAW AI�T IM[19JLED DATLINSPECyED 0 0 PERMIT NOT ON JOB 0 APPROVED PLANS NOT ON JOB El . REINSPECTION FEE 03/19/01 yr . ' 0 STOP ALL WORK i1 APPROVED PLAN NOT BEING OLLOWED 111111 11111 COMMENTS FROM THE INSPECTOR; * THERE IS AN AUTOMATIC El REJECTED DUE REINSPECTION FEE FOR THOSE INSPECTIONS REJECTE0:: VIOLATION E] oR NOT READY 0°1°1/ 0111146141° LEGAL DESCRIPTION WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL RAND SUBJECT TO FINE. * REINS►PECTION FEE MUST BE PAID BEFORE RhSCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONING: 460--5245 FIRE: 460-563 PUBLIC WORKS: 460-5026 NSPECTOP NtJ OBER SIC,.ATUPE 1 LEAVE K: SITE 2. OFFICE 3. INSPECTOR COPY AIVAIPIrAdr Ad TYPE PECTION NUHBEP 010-44549 SITE Armfgess 850 LUGO AVE TYPE N901 FINAL -- ZONING CITY OF CORAL GABLES INSPECTION REPORT IHSPECtION CATEGORY ZONING CONTAACTO CASSIDY WAHAB CONST CORP OLIALIFI( WAHA3 GERMAN WALIIJ PERMIT NUMBER OESO' TiO .INSPECTION CORAL BAY SEC S 11 APPLICATION NUMBER 01 02 086 1 01 i 16896 PERMIT DESCRIPTION TELEPHONE ELEPHON 01013479 MC.O.L. NVMl 01" 032873314 -- C. COMPETEKsTi 592324572 CONTROL NUMBED OFF COLUMNS r BALUSTRADES, ;ATES $8 r 000 PROPERTY CODE 5118004.70250 OWNERS NAME JOSEPH 2UMPANQ Ii. OWNERS MAILING AOORESS W/ GRACE ESCALONA 850 LUGO AVE CORAL GABLES FL 331566321 4 l m COMMENTS TO TP W INSPECTOR O STOP ALL WORK ❑ APPROVED PLAN NOT BEING FOLLOWED O VIOLATION OF ZONING LAW 0 PERMIT NOT ON JOB 0 0 APPROVED PLANS NOT ON JOB 0 * REINSPECTION FEE El APPROVED E REJECTED DUE TO: VIOLATION OR NOT READY THERE I S AN AUTOt1L IC RE I INSPECT IO FEE FOR THOSE INSPECTIONS REJECTS COMMENTS FROM THE INSPECTOR. 10, �� PA Ori v Z „/ e-."6 I/ WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. BUILDING & REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. 460-5'2.45 FIRE: 46°-5563 LIC WORKS: 460-5026 P14/ * REINSPECTION FEE MUST BE PAID BEFORE R. SCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FO HE NEXT DAY 000 INSPGT[1R NUMBER feJj�j 'SuTiiV/17 V • A la i i FA 0 r Aid I FA I F P: . F 1 !► JJJ F A FA I I FA I 1 I I FA r Al° 1 lEA A` SITE 2, 7&;' S7pPY Ar A °IVA 10 WI' FA KO rj Pv Al FA IIPFAIPW I IVA I rAir INSPECTION NUMBER CITY OF CORAL GABLES INSPEC716N SATE©ORY 01034548 INSPECTION REPORT STRUCTURAL SITE RQi1RESS 850 LUGO AVE CONTRACTOR CORAL BAY SEC 8 FINAL -- STRUCTURA _ -GES-ClEirITO TRECT7CRE CASSIDY WAHAi3 CONST CORP <SUALIFIER WAHAB GERMAN WAL I D 032873314 rrA YELEP✓iONE C. COMPETENCY A 592324572 PERWT NUMBER 0102.0086 IC APPLICATION NUMBER 01 )16896 01013479 ROL NUMBER P£RMRPESCRIPTgN � I_,.UMNS , BALi1S�"RAl]ES , SATES �8 , C�QQ 0/1" PROPERTY CODE I 0.01 CD OWNERS NAME 51 } 80040250 JOSEPH ZUMPANO & L 01°.° 0°1°1/ COMMENTS TO THE INSPECTOR 0°4/ I}►TE SCHE�____ DATE IN$PECTJ6 0/°11°g° 03/19/01 E STOP ALL WORK ❑ APPROVED PLAN NOT BEING FOLLOWED 006° Ill VIOLATION OF ZONING LAW ❑PERMIT NOT ON J08 0 1"1°I.IIIII°11.4 IllEl APPROVED PLANS NOT ON JOB ❑ * REINSPECTION FEE ❑ APPROVED REJECTED DOVE VIOLATION OR NOT READY "4°1°6° THERE I5 AN AUTO a S E IO E FOR THOS/11,5'c) E/J INSPECTIONS RE CTE COMMENTS FROM THE INSPECTOR: �Y`'f ! , 1, 5 f � ,,• /AA t 4,s. ..h 4 , �Li "2fi44r% 0, T LEAVE Al SITE 2. OFFICE 3. INSPECTOR COPY araidirAriiir Ad AdrAdrAFAFrArrAor W/ GRACE ESCALONA 850 LUGO AVE CORAL GABLES FL 331 566321 LEGAL DESCRIPTION WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL .AND SUBJECT TO FINE. * REINSPECTION FEE MUST BL PAID BEFORE R ESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO :, CHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONING: 460-5245 FIRE: 460-5563 PUBLIC WORKS: 460-5026 INSPECTOR NUMBER SIGNATURE . 1 r� {4_4-q /s90dot-- 'i 3,f 0/ er ArPAIFAFArArArArArAeFAdlrArrarrAIPrAFArArlp ' ' "-z �INSPECTION`SPECTION NUMBER CITY OF CORAL GABLE$ ,NSPECTION CATEGORY INSPECTION REPORT 20N I NAG N90 1 TYPE SITE ADDRESS - 850 LUGLUGO AVE CORAL BAY SEC B M.C.D.L. NUMIBER CONTRACT CASS IDY wAHAI3 L ONST CORP OUALIFIER WAHAC C.;E:RNAN WAL10 PERMITNUMBER 01 076-i(`rati TELEPHONE IC I© 01 )1 6(396 tELlrwiffRE--- UMBER 032873314 C.COMPETENCYr 592324572 trzim NUM6Ek 01013479 PEIjM T DESCRIPTION U.ULU€'INS , T3ALUSTfiADE . ;ATES $8,000 PROPERTY CODE 511501r,60:`5r 000 0000 00° 0°°°° 00000 00000 0°°°° 04#4 00000 0°°°° 000° 00000 RE EC�00°°° 000 OWNER NAME JOSEPH 2UMPANQ & M 111 W/ GRACL F SCALD 4A 850 UJGO AVE CORAL GABLES FL 331566321 LEGAL DESCRIPTION ESDD AND REMOVE IDEI 1 S COMMENTS TO THE INSPECTOR 1NSP BY: HILL. WADE 1 DATE SZHEDULE O STOP ALL WORK O VIOLATION OF ZONING LAW 0 El APPROVED REJECTED ' 03/19/01 DATE INSPECTED ❑ APPROVED PLAN NOT BEING FOLLOWED O PERMIT NOT ON JOB ❑ APPROVED PLANS NOT ON JOB ❑ * REINSPECTION FEE VIOLATION OR NOT READY - THE iE. JS AI,I AUTOMATIC RE' I NS PELT I ON EES FOR THOSE INSPECTIONS COMMENTS FROM THE INS TOR: cm t.)_)/ r - WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * RE!NSPECTION FEE MUST BE PAID BEFORE RI=SCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO 5 CHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONING: 460-7245 FIRE: 460-5563 PUBLIC WORKS: 460-5426 OS° INSPECTOR NUMBER SIGNATURE 11 (la 1 LEAVE K. SITE Z. OFFICE 3. INSPECTOR COPY WSPECTION NUMBER CITY OF CORAL GABLES INSPECTION REPORT SITE ADDRESS 850 L.i. GO AVE YPE fNSPECTION CATEGONY STRUCTURAL CORAL BAY SEC B QESCAI ION- IN$P ECTION N41 3 jt'L:.. _.. FINAL - STRU 1TURAL AEE NOTES CONTRACTOR CASE- IDY WAI`AB :'ONST CORP OVAL Fir WAHAI3 GERMAN WAL I D PERMIT NUMBER 010200 86 COLUMN3 r BALUSTRADES 7 ;A I'ES $87000 PpOPERTY CODE 4 M.C.O.L. NUMEER 032,73314 CONIAOLNU 01013479 592324572 0 M R 0 00 1000 331566321 0.:0•0001111111°1 OWNERS NAME JOSEPH ZUMPANO & W/ GRACE r=C=.'.:AL ONA B,.50 L.UGO AVE CORAL CABLES FL goo $!!:11 COMMENTS TO T EINSPWTQQ OWNER Ifl Of1ES`S IN R, BY: POIN, DENNI' _ 03/19/01 DATE SC++F[3ULE6 04/06/01 0 STOP ALL WORK 0 VIOLATION OF ZONING LAW 0 ❑ APPROVED EJECTED ❑ APPROVED PLAN NOT BEING FOLLOWED O PERMIT NOT ON JOB O APPROVED PLANS NOT ON JOB ❑ * REINSPECTION FEE 109" TO: VIOLATION oR NOT READY 4! j THERE. I S AN AUTOIIA7 IC E I NSPpC T I ON FEE IMF R `f Ho E INSPECTIONS REJECTE COMMENTS FROM T INSPECTOR: /+11.5.5 + /I� L�-�- • C{ if.15ZfC '+•�4 j /4"-fio(A+�" , ) D , trQ ose711*e.47'":v 7W -44r cdi if /SAS _ _ WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED COR CTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONING: 460-5'245 FIRE: 460-5563 PUBLIC WORKS: 460-5026 orr",4-1 )04;t•ti-- 0°64 NSPECTOR NUMBER � Lr S IGNATiiRE 1 LEAVE A". SITE 2. OFFICE 3_ INSPECTOR DOPY Ao ' AirAiniFAVAIVATAFArArArAFAFAFAFAFAIr 11.1°° INSPECTION NUMBER 01034548 slrg ADDRESS CITY OF CORAL GABLES INSPECTION REPORT INSPECTION CATEGORY TRUCTURAL 850 LUGO AVE TYPE CORAL BAY SEC B N411 R FINAL - STRUCTURAL CONTRACTOR CASSIDY WAHAB CONST CORP 0 0 0° 0 0°°g° 000° INSP.BY: POINT DENNIS DATE SCHEDULED :::::°010 2 VIOLATION OF ZONING LAW 10/12/01 ❑ STOP ALL WORK 00gg° 0°°°° 0°g° 000° W/ GRACE ESCALONA 000 850 LUGO AVE CORAL GABLES FL 331566321 LEGAL DESCRIPTION DUALIFIER WAHAB GERMAN WALID PERMIT NUM@ER 01020086 DES CPIPtION•INSP CTION TELEPHONE M C.Q.L. NUMBER 032873314 ( APPLICATION NUMBER 1016896 PERMIT DESCRIPTION COLUMNS .BALUSTRADES ,GATES $8r000 PROPERTY CODE 51180060250 TELEPHONE COMPETENCY, 592324572 CQNTAOLNUMBER 01013479 OWNERS NAME JOSEPH ZUMPANO & NOTES OWNER'S M+LILiNG ADDA APPROVED REJECTED * THERE IS AN 04/06/01 ors [Ns EC7D F7Jj1 APPROVED PLAN NOT BEING FOLLOWED PERMIT NOT ON JOB APPROVED PLANS NOT ON JOB *REINSPECTION FEE DUE TO: VIOLATION AUTOMATIC COMMENTS FROM THE INSPECTOR: El OR NOT READY REINSPECTION FEE FOR THOSE INSPECTIONS REJECTED WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. *REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONING410-5245 FIRE46O-5563 PUBLIC WORKS4 ►Cd-^502$ 41 • 'FA 'Pr, • r, frAi r, 'FA r, • 'FA re) -NSPECT nR NUb.1B ER SlC.NATURE 1 LEA E A7 SITE 2. OFFICE 4PAFArArAr•-Arar :a'P7:irAFAr..rA/0 aFAFAFAFAV,Ar//r/AilrIrAgFAFAFAOrArf INSPECTION NUMBER CITY OF CORAL GABLES 01034549 INSPECTION REPORT SITE AOQRESS 850 LUGO AVE CORAL BAY SEC B INSPECTION ?ATEGCRr ACTOR CASSIDY WAHAB CONST CORP QUALIFIER ZONING DESCRIPTION -INSPECTION TELEPHONE WAHAB GERMAN WALID PERMIT NUMBER 01020086 1016896 APPLIdATIOk NUMBE' 51180060250 W/ GRACE ESCALONA 011° 850 LUGO AVE CORAL GABLES FL 331566321 0 TELEPHONE 101013479 JTOL NU R //"/1/°°° 4 WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. PERMIT DESCRIPTION COLUMNS.BALUSTRADES.GATES $8.000 PROPERTY CODE JOSEPH 2UMPANO & CWNER$ MAIUI AT]6RESS LEGAL DESCRIPTION DVE DEBRIS COMMENTS TO THE INSPECTOR. INSP.BY: CARLOS CORREA 04/06/01 DATE SCHEDULED 10/12/01 ❑ STOP ALL WORK ❑ VIOLATION OF ZONING LAW OWNERS NAME 032873314 IR*- PO -ROVED REJECTED 1 012) P LATE INSPECTE0 APPROVED PLAN NOT BEING FOLLOWED PERMIT NOT ON JOB APPROVED PLANS NOT ON JOB * REINSPECTION FEE DUE TO: VIOLATION OR NOT READY REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & Z0NING4. 60-5245 FIRE460-5563 PUBLIC WORKS '60-5026 000 INSPECTOR BE£ SIGNA 9 01°1° /■/ di FA p FA rA prr 1. LEAVE AT SITE 2, OFFICE 3. INSPECTOR COPY Aprarrarrair M.C.C. 7HUMBER / -111## C. COMPETENCY II 592324572 THERE IS AN AUTOMATIC REINSPECTION FEE FOR THOSE INSPECTIONS REJECTED COMMENTS FROM THE INSPECTOR: 1014 011 _01:00 /1611. /111°. 1°1°1000 .1/11.4 A 4 T, 111111111,11111117 1111111111YIN11 1 850 LUGO AVE. DATE: 27610.2 MASTER PERMIT #: 1 00% Application # ALL OF THE FOLLOWING MUST BE FILLED IN B APPLICANT ACCORDING TO FS 713.135 �(o Square Footage: Type of Permit_ Control # Estimated Cost $ (V) Building ( ) Plumbing ( ) Electrical ( ) Sign (t4Residential ( ) Mechanica I( ) Roofing ( * nu , ( ) Misc. ( ) Commercial CONTRACTOR'S LICENSE NUMBER: �s O CONTRACTOR'S BUSINESS NAME: &2t M AIif: Phone Number: 30.1:5n - 'j Y Address: DO Ala 2 rt k 4iziv t" State: Zip Code: g',3/37 ARCHITECT/ENGINEERS NAME: 12. A IF'`O -) PA e- 14 6 C-0 Address: q 4 4 0 6. Lk) '72 " /a) -c city: YTh.L PA- poi Phone Number: ( e $ 6 —42573 State: -3 3155 Zip Code: SIFE ADDRESS: l a 0' s Folio # b% t S b O &ea s o LEGAL DESCRIPTIONS: Lots Block Section OWNER'S NAME: 5 O 5 e fat 2 (1). "10 N c7 Phone Number: (a d S) D 4 Se.5 Address: ir S-0 1-))/0 C: ty: D 0 I d it 1).11i State: f 1 Zip Code: WORK DESCRIPTION: ADD IS4 1_L s rd �. BO/ 0 I 3nogoo 0 i o n 3c/ ' 137 R40 Application is hereby made to obtain a permit to do • vork and installations as indicated. I certify that no work has commenced prior to the issuance of a permit and that all work will be perforned to meet the standards of all laws regulating the construction in the City of Coral Gables. I understand that a separate permit must re secured for ELE(f l RICAL, PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING, AWNINGS, ETC. OWNER'S AFFIDAVIT: I certify that all forego applicable laws regulating construction and zoning. 5o s r/ ii • Y.34 /9 A "'t' Signa f PROPE WNER ation is accurate and that all work will be done in comp with all 6. g ture: The foregoing instrument was acknowledged before rate this ra The foregoing instrument as acknowledged before me this 5_ day of Fos4UAc'I 2{}D l by 7'DSti!PM x, 7uu pAmo day of Pr8 • 2OO I bAs 1Ll.4D _G. WA{•4AS who has taken an oath and: who has taken an oath and: ( yrs personally known to me. (1) is personally known to e. ( ) has produced a as dentification ( ) has produced a as identification NOTAAC�3L-B�IC ?06'L- LAG V. My Commission Expires: 5- t4. 20c4 NOTARY '' CL '' • Liikc,x_ My Commission Expires: 5-14-2.00i WARNING TO OWN FAI ti �; • •w, • 4. A NO TILE OF COMME SULT IN YOU ;* • FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANC ING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, tau NUMMI COMM ELECTRICAL ENo. E001 E100 E027 EU1] E009 E075 E053 E073 E028 E012 E013 E043 E014 15015 E057 E016 EO10 E046 E076 E054 E038 E037 TYPE MINIMUM FEE MISC. WORK A/C CENTRAL (TONS) A/C WALL UNIT BGI,R ALARM (CONTROL PANELS) BGLR ALARM (DEVICES) CENTRAL VACUUM CHILI.ER (tons) CLEAR VIOLATIONS COMPACTOR DEEP FREEZER DEMOLITIONS DISHWASHER DRYER DUCTBANK FAN FIRE ALARM/PUMP TEST FIRE ALARM (CONTROL PANEL) FIRE ALARM (DEVICES) FIRE PUMP FLUORESCENT LAMP FIXTURE LIGHT (sockets) QTY ENo. E040 E062 E070 E017 E031 E018 E058 1077 E068 E030 E029 E019 E04) E042 E020 E022 E021 E005 E061 TYPE FLOOD LIGHT FPL LOAD MCrMT UNIT FOUNTAIN GARBAGE DISPOSAL GENERATORS, ETC HEAT RECOVERY INTERCOM (CONTROL PANEL) INTERCOM (DEVICES) LIGHT POSTS MOTORS (HP) MOTOR EQUIPMENT OUTLET OVEN PARKING LOT LIGHTS PLUGMOLDISTRIP LIGHTING RANGE/RANGE TOP REFRIGERATOR, COMM (p/HP) REFRIGERATOR, DOMESTIC RENEW -TEMP SERVICE REPAIR CIRCITITS RETRO FIT LIGHT FIXTURE ROUGH WIRE OUTLET QTY E No. E003 E036 E023 E055 E035 E080 E065 E045 E044 E007 E05 1 E060 E002 E004 1=064 E063 E024 E032 F025 TYPE SERVICE REPAIR SIGNS SPACE HEATER SPAS/HOT TUBS SPECIAL PURPOSE OUTLET COMMERCIAL STRIP HEATER SUBFEEDS, # OF AMPS SWIM POOL, COMMERCIAL SWIM POOL RESIDENTIAL SWITCHBOARDS TELEPHONE TELEVISION/CABLE TEMP. FOR CONST. (AMPS) TEMP FOR TEST 30 DAYS TEMP. TRAILER (CONST.) TEMP. TRAILER (SALES OFC) TIME CLOCK TRANSFORMER FOR X-RAY WASIIING MACHINE QTY E033 EG2G WATER HEATER E008 E006 SERVICE (AMPS) E034 WELDING MACH OUT (amps) MECHANICAL M No M023 M070 M094 M117 IYPE 1NIMUM FEE A/C CENTRAL, IONS( A/C WALLJWNDW, TONS AIR HANDLER, TONS( ) QTY No M258 M329 M282 M352 TYPE FIREPLACES, NUMBER OF GENERATOR HEATING UNITS, (ea) PAINT BOOTH 505 M493 M551 M587 TYPE REFRIGERATION (hp) REFRIGERATION (BTU) STEAM BOILER STEAMBOILER-M 1N I ATURE QTY M190 M141 M164 M188 M211 M223 M235 BARBECUE M399 PIPING, FLAMMAB!-E LIQUID M563 STEAM BOILER -HOT WATER BATH FAN VENTED, # BOILERS (BTU) CONDENSATE DRAIN COOLING TOWER, TANS DRYER VENTS, NUMBER OF DUCTWORK, COST OF M422 M446 M516 M681 M704 PROCESS/PRESSURE PIPING PRESSURE VESSEL REFRIGERATOR, (TONS) VENT HOOD, RESIDENTIAL VENTILATOR, COST M469 PRESSURE VESSEL -UNFIRED PLUMBING P No. P013 P995 P115 P975 P976 P912 P986 P106 P940 - P980 P019 P962 P027 P902 P904 P900 P585 P598 13966 p93•11, P932 P112 'YPE MINIMUM FEE MC CONDENSATE BACK -FLOW PREVENTOR CAP FLXTLIRE CAP WATER/SEWER CATCH BASIN (COST) DISCHARGE WELL DOMEST1C PUMP DRAINFI El .D DRAIN (AREA) DRAIN (FRENCH) (COST) DRAIN (ROOF) (COST) FOUNTAIN GAS APPLIANCE GAS PIPING (COST) GAS TANK TY P No. P961 P108 P920 P960 P910 P914 P931 Pill - P965 TYPE PUMP & ABANDON RECIRCULATE PUMP SEPTIC CONNECTION SEPTIC TANK SEWER CONNECTION SOAKAGE PIT SPA PIPING (COST) SPRINKLER PUMP SPRINKLER REPAIR SPRINKLER SYSTEM (NEW) M634 M100 P203 P520 P637 P982 P533 P546 P559 P572 P728 STORAGE TANK FOR FLAMMABLE LIQUIDS (GAS) M1SC. WORK TYPE BATH TUB BIDET CLOTHES WASHER DENTAI. CHAIR DISHWASHER DISPOSAL DRINKING FOUNTAIN FLOOR DRAIN ICE MAKER GREASE TRAP INTERCEPTOR MISC WORK (COST) POOL PIPING (COST) POOL/SPA PIPING (COST) POOL PUMP REPLACE ReceivediReviewed by: Application Approved: Permit Issued by: P028 P029 P030 P850 P023 P973 P020 P970 P971 P820 P819 P991 P990 Per Zone: Per /lead: SUB METER INSTALLATION SUMP PUMP SUPPLY WELL TEMP TOILET TEMP TRAILER (CONST) TEMP TRAILER (SALES) WATER CONNECTION WATER SERVICE -EXISTING WATER SERVICE- NEW WATER TO FIRE SPRINKLER Date: Date: Date:. P715 P624 P611 P996 P650 P663 P689 P984 P702 P992 P992 P985 P741 INDIRECT WASTES LAUNDRY TRAY LAVATORY M1SC FIXTURE. SHOWER SINK URINAL VACUUM PUMP WATER CLOSET WATER HEATER WATER HEATER REPL RE -PIPING WATER TO A/C OFFICE USE ONLY APPLICATION FEE PERMIT BOND CODE COMPLIANCE LIEN FEE RADON GAS C.O./C.C. FEE CONCURRENCY DOCUMENT PRESERVATION THRESHOLD FEE CONTRACTORS' FEE TOTAL FEE: $17.00 C plot O t 6 TN ' CTT\• 01? CORM. ,rN RUTT:DT1 G &. ZONTNG DEPARTM NT ROAM, PTVTSTON - BMA COP'' tkleed( ��- RECF,TPT FOR A1'CHTTFCTi RAT. RFVTPW BOARD FEE THE BOARD OF AR:CHTTT rTS MF1 TTN( WTT,T, BE 11F1,D .AT CORAL GABLES CTTY HALL COMMTSSTON CHAMBERS ON THE SECOND FT;OOR. STARTING AT 8!00 Alf Agenda Scheduled For _ 01/18/01 R.O.A. appointment number 12 CONFIRMED SV81/1/n1 Board of Architects nt.imhar 207RR-1 Receipt number 63957;3 Receipt date _ 01/10/01 Location of job 850 T:1TGO AVE Folio Number Proposed structure Fstimated value , . . . . . . . , Applicant's name Applicant's address.-- , . • Applicant's city, state, 7'p, Applicant's phone member.. .. Owner's name Owner's address....... Owner's city, state, 7.ip.. Owner's phone number__ 51 110060250 Ann RAT,TISTRAPF WALL •T. 8,000 RAMON PACHFCO 49'90 SW 72ND AVF #10I MTAMT FT,, 33155 (305) 666-2573 JnSFp1 7,T?MPANO & 850 LUGO AVE CORAL GABLES , 331 568321 (305) Fg5-2573 B \otf 9 500.00 Z G! 01139( cf FRF,S >) Arohi tpctnra 1 hoard fee 0C1341203 Up frnnt permit bldg. fee001 3221 1 0 Up front fire prevention 001329840 TOTA1, PER P yment Amount Payment Date 01/10/01 Payment Method Ckno 1894 BAT,.ANCR PTW Received By 7065\001477 RPreipt No. 639573 PRY 8,00 24.0n * 2.410 34.4n 34.40- 0.00 NOTE, ERRS WTTH * .A14F. C'R.FDTTFP TO THE PFRMTT COST. PLEASE RETATN TUTS RFCRTPT FOR. YOUR RECORDS fiffi S(000 0162p bKii(stracte- 1.17 3- ;(1 .14- + z(S z)lre 561-x( Cass (x .g33- 5: e3( 116i 8'os /37.?O 1 Fo1Lcx 0,551 I ecAca/E0 4 UA'rE SUER' '1" EAU CITY OF CORAL GABLES BUILDING & ZONING DEPARTMENT APPLICATION FOR REVIEW BY THE BOARD DIVISION A copy of the action taken by the Board applied to will be mailed es directed below: Applicant: Board of Arctitggts_rawiow r/ --Preliminary Approval Final Approval Final without Preliminary Approval Medilteraneen Approval Preliminary Review Con iltee review Interior OnlylAdministrative ConcurrencylComrnittee Review. Board of Adjpstrpent Review Variance Appeal 4o,Q/ NG Proposed Structure: 0 t U 57teecol /SS — Tefepho 3arf 6066-4si3 ISee Board of, Architects Preliminary submittal checklist: sea note belowl ISee Board al Architects Final 'submittal checklist) (See Board of Architects Final submittal checklist) ISee Board of Architects Final submittal checklisti (Submit Preliminary Review Committee supplementary form) (Submit Board of Adjustment supplementary farm) At' RulingfInterpretetion Approval { (Residence, Duplex, Addition, Sign, etc.) Owner: .J Z]� ph 7Cler t G€ G Owner Teiepho &S-73 Lv P . c 1) G CD (5 Owner Address: Job Address: itz-°'79 Est. Cost $ f --- k-'1 Legal Description: Lot(s): Black: SectiarteC21+4C_ PBMPG: Project Architect: o4) Datelsl of previous submittals and actions: +rte cC. Architect Telephon l7 .'Aj MOTE: Plans far prehminery approval with en estimated construction cut exceeding $25,000.00 will be deferred for 1 week In Iccordance with Section 23.54ai al the Zoning Code, for poating of the property. Sae the "gourd of Architects Policies end Practitlres Menull" for information on the required submittal documents, end Section 224 of the Zoning Code. Check With the Building & Zoning Department for virtues in cast per square feet to be used in calculating cost of projects. Projects located in Cocoplum 2 or Gabes Estates must haws a star* of approval hum the "Local Board of Architects" prior is submittal to the Coral Gables Board of Architects, Plans submitted to this olfice are required to be picked up in the Building & Zoning Department, by the applicant, within fourteen f14) days alter the Board al Architects meeting unless the plans have received final approval by the Bard of Architects In which cast they will automatically be processed fir a building permit, Plans which are not picked up within fourteen 114) days will be discarded. The information provided herein is true and correct, and the application is being submitted with ell of the documents necessary for review by the appropriate Board end the Building & Zoning Department. I understand that failure to provide the information necessary for review by the appropriate Board may cause my application to be defer °fit review. Applicant tSipnaturel: BOARDS.APP (01193) r r l 1 r j U V J r l V U O o l 1 0 0 r o i d c i v o 1 3 9 9 r e g a u o l v f a l n f g j i a p p g j p u e i u j I O l G o l I n s a n u t A o 3 p u e l 1 x g j n o s 0 0 6 1 t p q N o u j v u s i r a i n 0 1 1 1 V d 9 i C A C A O 1 O L L L 1 LuUm1ALWsuL c 7 1 3 6 9 I I I i n L a C l Y M 1 f L H s O N V d F V f I ZT T t i S W n N n o r l r l o q q k N I N V ycilNv n O d U N U C I I S U i n Q j I v v V S L 1 0 I S l A 0 1 t t V c C a m F 1 t o L 0 C J i t c T L l l 0 4 8 I t U I a Q W E 1 n s i C l c a u y t d a d O s r J f O O 0 i i x a Z f u T f X S 1 1 U J O 0 1 Q u s u x U x L O 1 F J s Q l V f c Cjl1riOajcr1tjZc4St3ujU u a u O u L 1 1 1 L u I I I 4 n F 1 1 P o f 1 3a1OfsSz J 3 a O i h J c t Y U t 4 Z 3 U U 1 p n O U 0 LtFtizfinatt0I O a U Z a 4 0 a t f Y 0 yf U t O O c i i W U U 1 a A n t 1 I l l 4 f f L 4 U 3 J a f c c i n n r 1 I i L j a c t 1 S L n U a U a J U Q L U J L L 3 u L u u v s u O u t 0 O a O 0 p 0 f i r a 3 y u 4 o 1 q n u Q 1 L U u D r 0 t T 0 I L O l U 0 c s i 3 t s a O Y f S 4 t L r a y r o 1 c J 0 A 4 U F U a t O U 0 O Z U O i a r U Y Q u 3 U D1oOUO3ct0ttluu4i 1 O C l a W O L O u 1 1 i i C t 3 U 0OOOcoZ1UO u L U U a 3 t j t L h 0 f U X Q l a t y U a u i U U 3 3 U c y m o t a U 0 L U 1 O s U u 0 t 1 1 q s i 0 0 0 f Q t l a z 0 f z o O 3 0acaZOcuuZUsboaL1n u a O y u Z O f u L a a o u p 3 n U u t a u u U auauuaxLUC1 F U u E L O t f z s t Q U a f e u f a J U t t O x U U a o Z O 1 1 u t u f a t u tL11EflIL 4 u O O Z a u U 0 r t j a Q L r L y f 1 n n 3 j F L L F U 1 f l y 4 3 c s Q U t 0 w i 0OU0UO f U c n i t z a 0 t k 1 u a 6 0 O p Z q U V 3 c a ttCtrt12iOIVCLi0Q0ctiUZciuUUrn O Z 0 a i a U l l x L Y 3tttnT s Q t u t i L L f l o u 3 O O 1 1 0UZJ1s0a i 1 U L c n u F s I S O s t U o h s z U a U 4 U O a O O U i U 1 s U t c V i m O t c t i L a C i s O t O t O 0 t h l u i x 1 f 1 u a a Z h Z Z s U f L L Z U C O Q x 3 0 t e a X n m Q t J C f l u Q k u 0 3 u A O u c u Y s 1 O T 1 u O U t 3 n u n O 0 a s 1 u L o 1 1 t 1 a J f L 1 4 t i t L L t p L GLCta0OZIOahtJYty131sLL3U4zafttt1tJUi L s O f I f 1 u c t s Y 1 u U O 1 L 1 C A 1 1 Y s u 1 U J t p 1 L F c t L 1 J L a O 1 1 n 1 p a c t Z f J 0 z 4 i 4 s 3 O 1 f X i a i 0 J n J c t i a F a z a a t U i c i f U z r s w s U 6 1 t 0 O t 1 J 3 0 1 1 0 1 Z 1 3 L L I 0 Z s s I O U i Z s 0 O a p e r I f s O H O 4 Q a 1 t c 1 u u s L P 1 h O 1 0 1 U r Z F U a 4 1 U u 0 L U I L 1 U u o I x0mtrrtc1cry O o U a s 1 a a n F e u t x C U 0 l 1 0 t t u L c n L L 4 t U O s O a L Z 1 Grp1Ltv0tytUtcz11cz4o S q L Z O 0 u 1 3 t 1 1 t p U Z u a L Z Z p u p Z a 1 a 0 1 0 n p s 1 O a 4 z y p 1 c h Z 3 L u 3 J L s i 4 3 E U f Z u Z O L o O 4 u c w 0 3 o 0 z O s c n u 4 s o 4 u a S r F s c 3 L c L a F L u Y n F J J F 1 t i Q L s L s r n 3 d U r r t O f 1 f Z 0 O s t Q Z J V O L t u t U c s 1 U 4 t U z t 6 L O 3 3 n U U I z s U F J O Z u Z O t f J L 1 i l t l u Z 0 4 Y N c t U u Z r L Z J i U U f J a 3 L 1 L O f U U A 0 Z q p a a I o o r S b o Y 3 a Q4 Q a U Q O t t 1 U O 1 F 1 i Z f 1 u t a 1 n u O O O c t Q U O a t 1 Q 1 Z a ME 00U) ea 41 EEO==== sC Building & Zoning Department 405 Biltmore Way, Third Floor Coral Gables, Florida 33134 Tel; 305-460-5235 CITY OF CORAL GABLES Fax 305-460-526 I www.coralgables.com BUILDING AND ZONING DEPARTMENT INCOL 631 ' 7 Per�mii Appliciaion .LO1� 1 ALL OP re I (� A * $T A DR ' MOW Date. 3 Application #: 3, : 11 1 11 111' 710661 Permit Change: Change of Contractor Permit Extension Permit Renewal Permit Revision Permit Supplement DESCRIPTION OF WORK (PRINT): h . Permit Type: w din R ed —Metrical Mechanical Plumbing Roofing Misc. App. Date C --moo PROPERTY OWNER: Name: 5 ep/ Z 441 p Q i'1 Address: /'5 Lei City/State/Zip: Telephone No.: ARCHITECT: Name: %'Bhp "Ig .6„,+-- + Address: f I.)�„.4) CitylStatefZtp:Jr/7'r,, je „el 33&3 > Te1. t 7 Q -J BONDING: Name: Address: Telephone No.: Master Permit #: Control #: t 3 0 6 3 3� c 1 1 Project Information: Commercial: -Ctresl... ential: Linear Feet: Square Feet:. Value of PROPERTY LOCATION: Address- $ s Aloe 417 Folio #: 2-7/457 , (0 0 O(3 ) Block: Subdivision: Lot: Plat book: Page: CONTRACTOR: AAc.rice,rd r, jil Ce 4,c- f Address: ,�,() 5i', ci37(s City/State/Zip: / l,, j` T ,x'0.3 C License No.: Telephone No.: C,&CO -/ m2O 24s-- 9r. ,S//'1l ENGINEER: Name: Address: City/State/Zip: Tel.: MORTGAGE LENDER: Name; Address: Telephone No.: Application is hereby made to obtain a permit to do work and installations as indicated. 1 -entry that no work has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating the construction in the City Dr Coral Gabks. I understand that a separate permit must be sermred for ELECTRICAL, PLUMBING. SIGNS, WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS. ROOFING. AWNINGS, h'PC. The Historical Resources Department's approval is required prior to the issuance of a demolition permit. WARNING TO OWNER: Failure to record a notice of commencement may result paying twice for improvements to your property, If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement. OWNER'S AFFIDAVIT: I certify that ail the foregoing information is accurate an +' 1 work will he done in compliance with all applicable laws regulating construction and Signature of Qualifier 7rele, f74L Signature of Owner The foregoing instrument s acknowledged fi me this .3 i day of 20 is personally known to me. (w) has produced a - by_To5-e. rt 1. 24104 ram The fore wring instrument was acknowledged before me thi - 24-75 by J tr+ - f is persbhally known to Inc. ( has pn aced a NOTARY PURL!^ fSEALI day of FLNFIA EXPIRES: Intel* 10, 2008 FrArarArArdirArlevAlerarAFAFAVAPPrArilrarairp 05062702 INSPECTIQN NLIME R CITY OF CORAL GABLES 14'4'01 -ION caT[ INSPECTION REPORT MECHANICAL IM 00°11 ::::: SITE ADDRESS 850 LUGO AVE R N223 .7. 13=MBUEMPA ALFRESCO AIR, INC 0°1 aLrALTFerf CORAL BAY SEC B 1 - ROUGH - MECHANICAL - AIR COND.DUCT WORK - 01 Ogg° ACCESS AT 1 14 PM AGUSTIN ALVAREZ PE-MITMUISSE • 04060529 04036490 a .r. .. . -1- 03083385 IMEMMIEK.E ate:1,r . 005329677 Se. CoMPIETENDyit 265780974 rE.RMIT ot5cm1PDON ADDITION (85 S.F.),OB5ERVATI©N DECK, INTERIOR ALT. EXTERIOR ST AIRS, & BLOCK UP OPENING $18,000 P11QttATY CQOE 51180060250 OWNE146.)4+0.5 JOSEPH ZUMPANO & OWNERS MAIL NG ADDI€BB W/ GRACE ESCALONA 850 LUGO AVE CORAL GABLES FL 331566321 LEGAL DESCRi!T19N 0,---alfARERTS71:MIT1TIPECTIVi INSP.BY* CARLOS GONZALEZ 07/01/05 DATE DULED 07/07/05 ❑ STOP ALL WORK :::::❑ VIOLATION OF ZONING LAW 0°1° iN,APPROVED REJECTED oso oso APPROVED ALAN NOT BEING FOLLOWED PERMIT NOT ON JOB APPROVED PLANS NOT ON JOB * REINSPECTION FEE E DUE TO: VIOLATION OR NOT READY * THERE IS AN AUTOMATIC REINSPECTION FEE FOR THOSE INSPECTIONS REJECTED COMMENTS FROM TN C O t/re,-/ WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. "REINSPECTIOH FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION.CALL THE APPROPRIATE PHONE NUM#ER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZQNING9'60-524'°5 m060-5563 PUILIC W4RKS#64-50Z6 0,00° 4ArAge INSPECTOR NLFMBEPt?I 1 ;:;?-T 5FGN�47u_ 0 F . I. LEAVE AT SITE . OFFICE 3. IIvI�R[CTQ�R OQPY A 41 I TA FA rAd F FA PFA di° Ar 0:01 INSPECTION NOM BEA OF CORAL GABLES j INSP6'CTIOF- DRv rA F A Pr, I VA I In rAidrA d ral i PrA VA FA rp I]6O819Q1 STRUCTURAL i�_�_.. .. INSPECTION REPORT 1 AVE LT"IY'7f�IT- ''}�"' DOW A`' - - Mf:RIPT ION INSIV TI ON fM' 5-6 [ WT1�lilDW ANCHORS - 0, 1 FLOOR - CON 1RACTT-MI -- .. _..-_. ._... _. ROBERT FU -SMITH CON$tRUC'I T N C.. ._ I; LIA I S I ROBERT -A 04060529 �C i b- I�.uOEA PERMIT DESCHPPfloN _ ADD X T31 ° ''s. F . DECK, I LATER I OR ALT.. EXTERIOR ST AIRS. & BLOCK UP OPENING 418,400 0010 i� W Ei AAiE z1 13t70602l3' +� T w7 ----- y OWNTAPfaAHJNO Ilf Tf S _ T GRACE ErSCALoNA B50 LUGO AVE CORAL GABLES G 331566321 LTGA4 OESC-iiiPTIO4 LTO THE',NSPE%Oii - --- "TOlF6— - -- --b`A G 05--4/2 Ad E] STOP ALL WORK L._.1 APPROVED PLAN NOT BEING FOLLOWED El VIOLATION OF ZONING LAW Cl PEFRMI ❑ --..- - APPROVEDEl 04036487- _ _.. TNOTONJOs 7 PLANS NOT ON JOB Cl ' REINSPECTION FEE 0 .4° REJECTED TO VIOLATION on NOT READY * THERE IS AN AUTOMATIC REINSPECT ION FEE FOR THOSE INSPECTIONS REJECT ai COMMENTS FROM THE INSPECTOR: . _- .. WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. 1011144/"Pr REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. 0111° *REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY A4 460-5245 460.5563 460-5026BUILDING 8, ZONING: FIRE: PUBLIC WORKS: i LAUNDER i. LEAVE T SIT ' . OFFICE - S. INSPECTORCOPY _ - 0000° ror VA PrrA FA I VA VA FA OrAl I VA rya /rA gt d VA OrAd P PrA trA ra OF r0.00 Or INSPECTIbH NUMBER CITY OF CORAL GABLES INSPECTION rATE O V `' Z /4 :7' D INSPECTION REPORT ' `- ' ` ��yy -WE AOtORE'S ` ' --- .. ..------ _ 2 85 L�U .` AVE •1 t.1.., 1 SEC � 01111°°1 r NQO O Ii ACTOR F TN ►L. -- ELECTV ; _.:. CHAr-EY EL ITCTR IC INC QUALIFIER mow waffler 04060 29 _mftammmm20 I DtITION 4 en S.F.) .DI3FFPVATInN i 9'cK, iriTrRi m 4!. 1. "XTERIOR ST r 1 PS r g i l..s CK {_: OP .N;:11-. 1.11 -f10- PR9PERTY CODE musgsm 1,4 amt.. N4 iU 060401678 C. QCVAFIWICYJI 0403=aye` - 2,,,5780q74 A ifr 00/00// 06;1" 9. +fir. ❑ APPROVED PLAN NOT BEING FOLLOWED /0.11140101011°.g © VIOLATION OF ZONING LAWEl ❑PERMIT NOT ON JOB 000 0 APPROVED PLANS NOT ON JOB ❑ • REINSPECTION FEE "41 APPROVED E REJECTED DUE TO: VIOLATION OR NOT READY 0/1/11/ Pi° to THERE AT•.i POST EC #�y'''. 1'N PE '.-T i s" tF.• FE v reIR THCE ' I .'<:7�P :CT Ol ` REJECT:- A COMMENTS FROM THE INSPECTOR: FIRE: L're,,z.:`—tt,—r-LC 46t_.1-502:&. 011111°# WORK OF THIS CATEGORY MUST CEASE UNTIL. APPROVED CORRECTIONS ARE MADE. 4 REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPfCTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY PU$L.IC + ' K .7;11 80060250 OWt4its mut JUSE PH C ZOMfrANO A I W! CPACE ESCALDN .. &J( LLI7O AVE-. 1`CPAL, $ABLE:, ( 113f':r3. LEGAL -DagtmenoN AaL:CEV;S P€srNEL... TE I-..oce; :n TiV CONt, i t `I- . CO TT To THE INEMTQM INSF_LV'; DANIEL FERMA! DI Z: OATS amatLEO 1)7/14/06 ❑ STOP ALL WORK 10°. INSPECTOR NUMB E SIGNATURE 1. L#AYE A7 S1TC 2.OF1FJCE 3. 1 + PECtOR COPY 01.°° VairAiril4r wsrEGTION N►,MIE CITY OF CORAL GABLES rHmcn m aweaaarr r. 6.06?730 INSPECTION REPORT CL.E.CTR CAL B Cf L.LJCO AVE CORAL BAY SEC J � � r N;r 0 FINAL !SAL. ELECTRICAL 06-7= eme *.CCI- +yy l E! ECTR I C I NC 3052488999 0004 C 1678 4 ■En*ry lomat 04460529 26n7FiCi/4 011111° 11 .u*4[CAT *4i(UTAi2E 040=+6499 070833 8a..5 KM IT CWICl 'Y$9M 5 ADDITION (8 w off' . 'r >t ?EPVATTLDN DEC'4, ". ?uE1L ?I OR ALT. EvTERZflft ST AIR , & BLOCK OP OPENING 1118+000 PRoPgRTYcazt mwatImmt 51180060750 00607, aO O EF'H Z+.JMVANC1 & WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. °11?11 11. * REIN$PECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONING: 460-5241" 'FIRE: '* 400111 ' { P iILiC WORKS 461 - !.50.26.,iNSPECTOP NOME SIGNATURE I/ 000 IrrAFAFFAPFAir 1. LEAVE AT E A. OFFICE IN$PtcTOI COPY AdrAdirgeAdr irvAddridrArrAirAlir ' arArAr INSPECTION NUMEEF CITY OF CORAL GABLES INSPECTIOCAL►! ATE V 5062702 I N�PECTION REPORT MECHAN ' 9rr ADt'RES 0°1° 830 LUGO AVE 0 0° 00 NPE N223 R coNrRAcrcA CORAL BAY SEC 13 UGH — MECHANICAL — AIR COND.DUCT WORK — 01 FLOOR ALFRESCO AIR, INC caTAEIRIEIa TELEPNQNE 3055413829 M.C.Q.L. NUMBER 005329677 AUSTIN ALVAREZ PEANUT *Lama 04060529 ELEPHoNr. 3055413829 APPLICATION NUAMER 14036490 03083385 C, COMPETENCY1 265780974 Q9HTIto. Huwan PEWIT QF.SSRIPTIQN AD} I T ION (85 S . F. ) ,OBSERVATION DECK, INTERIOR ALT. EXTERIOR ST AIRS, A BLOCK UP OPENING $18,000 ogagmy bE 51 180060250 OWNERS NAM JOSEPH 2UMPAND & 1 ir00100:1111: ,04 OWNERS MA1 LINO ICOO$ESa W/ GRACE ESCALONA 850 LUGO AVE CORAL GABLES FL 331566321 LEGAL DE9CRIPTIGN rnua.r.ure rn rur ,.,enrrrnn RZ/30fO�.�i ::::: ❑ STOP ALL WORK ❑ APPROVE PLAN NOT SING FOLLOWED El VIOLATION OF ZONING LAW ❑ PERMIT NOT ON JOB E APPROVED FLANS NOT ON JOB #114"/ ❑ * REINSPECT!ON FEE E APPROVED ❑ REJECTED TO: 01 11111 * THERE IS AN AUTOMATIC REJECTED 110000::: COMMENTS FROM THE INSPECTOR' 11111 WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONINCO60- 3245 FIREp �a0 -5`a63 PUBLIC WORK:1 60-3OZ6 INSPECTOR NUMBER [ 1yf $IGNATLRE 6gAd FA I P A FAtrA I d r Fr vjJfll[fJ 1 LAVE AT SITE Z�ICE S. INR_P(CT TAW PA Vg VIOLATION RE INSPECT ION OR NOT READY FEE FOR THOSE INSPECTIONS ArATAFAFAinfrAVAirdIFArdraillr/ArIPWAIr INSPECTION NUIIMIER 05041,400! 850 LUt 0 A F CITY OF CORAL GABLES INSPECTION REPORT INSPECTION CATEACIIT STRUCTURAL rem. N508 FOUNDATION .- I ADD I T I ONS 8 NW i - *OIL LETTER REAL, I 000° cONSTRuCT ION 7052750515 CONTRALTO roBsT _ _.._-- - TELEPPIo tE 9....m TELEPHONE A CORAL BAY SEC 13 INSPECTOR NUMBER 001 M.IwO.L.ftmieR 03151 7987 fe G MPETDICY# Pt u r NUMlER 11 04036487 APP CATION NUM g cOio 174060529 1 04036 8 ! +j 03083385 PERIMT B4CchpTIQH ADDITION (85 S.F. ).CD;ERVATION DEC1� . INTERIOR ALT. EXTERIOR ST AIRS, 8 BLOCK LIP OPENING s18.0OO PROPERTY cgrat 51180060250 O►vNERS NAME JOSEPH ZIJMPANO & OW�IERaMMLJNG AOQSS W,' GRACE ESCALONA 850 L'UGo AVE CORAL GABLES FL. 331 6632 LEGtiALOESCRIPTION UAEI(lNrS Tp rHE INSPECrU9 OATJ SCNEOULEO 04/06(05 STOP ALL WORK VIOLATION OF ZONING LAW COMMENTS FROM THE WORK OF THIS CA REMOVAL. OF THIS CARD 18 ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY APPROVED PLAN NOT BEING FOLLOWED PERMIT NOT ON JOB APPROVED PLANS NOT ON JOB * RE1NSPECTION FEE E UE O: VIOLATION oI� NOT READY 000 10$. 0"/ ///A01; 4 THERE: IS AN AUT AT IC P,rE I-NyS�PEC`T' I ON FEE �+FOR THOSE INSPECTIONS / REJECT INS S lQ50,44 /c mere' 4S Alor May pa46 1 5 °Aiti Allyi2e-Px0 81 000 SY4/2 544 & 01, .150 -7- .4d'e a TEGORY IIAUST CEASE UNTILAPPROVED CORRECTIONSARE MADE. BUILDING & ZONING: 4taL� ""ie.45 FIRE: 4. - r'I'u3 PUBLIC WORKS: 464-5026 rarArAirAr- ���� t OFFICE i. IMiPEC URE 1=142... X 3'8 TOR COPY ier ArArAirArAvArAP:AFArFAreAlwArArrAFF., INSPECT ION WAWA CITY OF CORAL GABLES INSPECTION CATF{7ORY TRUCTURt' L C�!;, )4O4OO /111 s1T� AT7ORESS INSPECTION REPORT 0°1° X50 LLIGO AVE CORAL BM SEC 13# R. -- FOUNDATION ._ `. AkDD I a IONS L SEW' ._ SOIL. ± ET" ER QoNTAAtaA ROBERT P CI' T H CONSTRUCT i OI`.: C Q,II ymo PEMIIT Nl WER 040605Z9 raffle t OF.iVttIPTIQN ADDITION (85 S.F. i . 0BSERVA T I ON DEC . INTERIOR ALT. `TER I OR AIRS, 1 BLOCK '..1F OPENING $18,009 1 APPLICATION NUM®ER 1 04036487 °1°817 1 8 [3 3052350525 i-L. hUNI�II 03151.987 100° M�ETHIGY Y PROPERITY CV!* 511.LC:C60:50 COMM NAM& JOSEPH H . LENPAI'!D S OVENERSIMILINO WI GRA!"E ESCALONA eSI LUG0 AVE CORAL GABLES EL 331566321 LEc+4 DE$CAIPTIOPl S'EE NOTES 00110° --e0fAligiTS TO TIfE INSPLTJDR 011.g 0111°1 -0 —STOP ALL WORK 0110° 0 VIOLATION OF ZONING LAW 0 PERMIT NOT ON JOB 0000 0 APPROVED PLANS NOT ON JOB 0 0 * REINSPECTION FEE 11."61° 0 A : - OVED El JE D DUE VIOLATION ©R NOT READY 01. * T GMAT I4:.; RE I NSr E^7 I ON FEE F-DF THOSE INSPECTIONS REJECT Ail COMMENT$ ROM E I SP CT6R WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. 10119°"°°11"/"Iir 0°11 * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDIJI.E AN INSPECTION FOR THE NEXT DAY BUILDING a ZONING: 460-5245 FIRE; 4c.r,-!-';!.."(17, ; PUBLIC WORKS: 460--5U, 6 INSPECTOR NUMBER SI 6 1 -PAZ" -S S e°7410PArArrAirairAirArair;F;OWP.A IN3�GTOR ooPr IN:3P. BY s PAZ 04/07/05 °°10111°. 0 APPROVED PLAN NOT BEING FOLLOWED _i/Aio sr,A0 . I , _Ali 2+ tarp .P ?JD < CLYitigCORAL GABLES INSPECTION REPORT O o4On74 WJDER%E*E eV E ITH CONS rrucf ieR} GPPLICATIQN NWtifBFA Fii36ERTY cox `:y4e.3•4•48T INSPECfi18P4 CATEGORY 01308 33 q5 OWNERS NAME_ ADDITIONI 85 S.f.)r37. 3 3 RV TION DECD;. INTER?IOR ALF. iTERIOR ST AIRS. 4 lCK jP CPENt! cEw LEGAL KSCRLPTIIDN W/ GRACE ESCALONA 850 LUR J AYE CORAL gA BL.ES JOSEPH ZUMPANL S 33:V566321 1 � -ZEILSClKfDULED _ DATE 04° 0 / IFI$I�Cf j�/ #°4 ❑ STOP ALL WORK ❑ APPROVED PLAN NOT SEINES FOLLOWED ❑ 0$4° VIOLATIO1i1W fig4A, LAW ❑ PERMIT NOT ON JOB ❑ ❑ APPROVED PLANS NOT ON JOB ❑ * REINSPECTJON FEE ei / / �► APPROVE • REJECTED COMMENTS FROM THE INSPECTOR: / // +► THERE IS AN A.44-5MATIC PE ICI'3PEC T I ON F"Cr € o Z TI O':,E I N -rEC"T I UN, REJECT WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. 4 * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. 0.4 CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY = 46O-5U?6 4 40°74 0 001 SI 2.. FILE 3. INSPECTOR COPY �� II IP 4F SiUARdtNTa WV jHE IN3PEGTOR BUILDING & ZONING: DUE TO: NSPE CTOR 4UM/8E_A� q SIGNATURE 1 LEAVE AT VIOLATION FIRE: OR NOT READY PUBLIC WORKS: -J rA °Far A PrA .4 id ralirdra rea Fa FA r diri "rip INSPECTION NUMBED- CITY OF CORAL GABLES INSPECTION CATEGORY t. _' g INSPECTION REPORT STRUCTURAL ApUgg�� t_Ue? AVE CORAL_. -DAY SEC i 01" TYP a ' 3U TT -;E. OF COMMt-NUL L. 1 C NTRAC-r HO I3ER1 R 4'"(i f I _'UNt F RUC! I TUN C RIP'Ff N 0100 QVAL f Fl `R APPLICATION NUM Elf '34° g pen/FIDES-0AlPTl9r �I3I}IT:CP 0L ERv.!/iIIC-Fi'V Dt.L:i., IN1t. 1U!-i AL..f. E:‘.TE.fi1iJFt `br AIRS- A BLOCK UP OPENING $18,000 PR TY QO n1 OOttO4_5171 W! ORAL' E CALL ONA 850 i,.UGD AVE CORAL_ GABLES f"t... 3?1`ib632.,1 4WHERS MAIL ! jG AOOPESB RFAM e ,ztzy.ihieun ------O°°llii° "10--mararrg-TriTprworn Ce 0 lc Or... "000° ❑ APPROVED PLAN NOT BEING FOLLOWED 0°1°1°4° Ft EdE 000:01 WORK OF THIS CATEGORY MUST CEASE UNTIL APPAOVEO CORRECTIONS ARE MADE. 01.111/4°1/11 REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION F THE NEXT DAY 4;`,L,-";2- 47, 46,.; -wt. tai '6 CA. 5026 BUILDING & ZONING: FIRE: SI Ir4CP.sY: CANCLLLEt) :3'Y wONTR 12/0 3/04 ❑ STOP ALL WORK 0 000° VIOLATION OF ZONING LAW JECTED ❑ PERMIT NOT ON JOB ❑ APPROVED PLANS NOT ON JOB ❑ t REI NSPECT1ON FEE DUE TO: VIOLATION OR NOT READY THERE. IS AN AUTOMATIC REINSPECT I ON 'EE' IOF3 THt1SE_ INSPECTIONS COMMENTS FROM THE IN PECTOR: 16, INSPECTOR N 18E7fl V { t LEAV E s. OFFICE 3. INSPRCTOR COPT Ar ArArArirAFAVAPAIFAFAr4rAirAFAIVAFAIPWr 0111111° ` GliRIVCORAL GABLES INSPECTION REPORT , 4.1°.21 45 t PE11MIT OESCR?PI30M :t f3 c?5 0403.S487 PROPERTY .OE 511300607710 Si (GAL9 RIPT{QN • , LE ESCALONA Jf3E E PH :LIM PANG s' 50 LUGO AVE: CORM_ GALA .ES F L 3'11566 31n i COMMENT$ TQ THE INSPECTOR PATE SCl•1EDULED INSPECTION CATEGtSRY S TR.UCTIJFA ELEPHQIiEc 1;`w {=ir33?€}5 INSP. 53-Y = r.AN1T:F1.1 E"1) RV f:l1NTR 1:7./01/n4 000 ❑ STOP ALL WORK Ca 4 /041 05 ❑ VIOLATION OF ZONING LAW ❑APPROVED PLAN NOT BEING FOLLOWED J❑ PERMIT NOT ON JOB ❑ ❑ APPROVED PLANS NOT ON JOB ❑ * REINSPECTION FEE Oil° r 01.°° COMMENTS FROM THE INSPECTOR: C411elleAC I T Ef4F Ici AN �it:T• ±�IA1If Ai... c•Pr^7,S�ru '�'r' F.np -:-J-izyzE It'+E��r�L`'TIONS PL 0°4 ► Ir A if W ■ K OF THIS EGORY MUST CEASE UNT OVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECT! Q I FOR THE NEXT DAY BUILDING & ZONING 4 473 f 3.:L,>- ? "`s 1. LEAVE AT ArrArAlir �� DUE TO: OR NOT READY FIRE: ttoliIt02.1C R $: INSPECTOR NUMBED SIGNATURE VIOLATION 3 s 4 4-60—t0.7.6) 0°S° 410 ■ FICE 3. INSPECTOA COPY ArArArrarirarAPPAPrF F A. 7 :' i' r m ' wiritvr t� i ' - }+ " c' CORAL. GABLES INSPECTION cArEaly INSPECTION REPORT O4 t :'_ �4�.1 3 TYPE OESCR PT lariarak k R,�rs Q FAO 1 04060529 04C 36487 pRolta M clam ADDITION (8.5 S . F .) T OBSERVAT I ON DECK, INTERIOR ALT, EXTERIOR ST II AIfi`dr A LOCK Ur orcNimg,mmgwialaft. STRUCTURAL 0308.3385 511800,60250 LEGAL DESCRIPTION WARERENAME -JOSEPH ZUMPANO & W/ GRACE ESCALONA 850 LUCO AVE CORAL. GABLES Fl.._ t'"315rwi632 INSP.SYr CANCELLED BY 3NT }Z/03/04 ••,Q ❑ STOP ALL WORK U APPROVED PLAN NOT EMG FOLLOWED ❑ VIOLATIORS(z84Z LAW 0 PERMIT NOT ON JOB ❑ ❑ APPROVED PLANS NOT ON JOB ❑ * REINSPECTION FEE APPROVED REJECTED E DUE TO: VIOLATION OR NOT READY COMMENTS FROM THE INSPECTOR: WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY 'WILDING Si ZONING: FIRE: PUBLIC WORKS: iSPECTDR Nuu6ER rum. 460-52#5 460-556 J - Q 460-5026 1, LEAN AT 2. OFFICE A INSPECTOR COPY r PP AFA I r0.00T rad FA P P F., FA P P r4rA P wi FA IF FA FA 0 P rAi FA FrA ra FrA0 P FA F." 47,"6- _ 13i..1 r►,_ Ism_ f `3 7_ £imiF CORAL GABLES �rvw CRTEF$OEtX 1 INSPECTION REPORT I VIFr ERE;. A7 TYPE a �D AVE TELEKEtra E4 AL "V LQ'6;.�R /0001 Maas NrT I CE OF COMMENCEMENT - POSTFDBC A n P4 -F4 le ..,UaI T}4 rDNS T Jr T 1 O4 rAwp.Ecrfid13 Noma PRVPE�t Y CLr.:-C,U t` Nu ire 1 7987 I RIAT DESCRIPTION :z4OfrO5' t 4036487 0:30833an ITIUN (8`r i.F. ►.CI*EHVAIILJN DLCK RIGR ALT, EXTERIOR ST 101111111 011° 51180060?50 JOSEPH 2Ur1PANO & 5 w SCALONA 830 LUGO AVE CORAL GABLES FL 331662l 0,----IWRIFITY-RYTRITRISPECT011 tN CANCFLL Et ❑ STOP ALL WORK ❑ VIOLATION OF ZONING LAWP 14/04/05 ❑ APPROVED 0°4 REJECTED DUE QATE IN 1 Y CONTR. 17 r () /O4 ❑ APPROVED PLAN NOT BEING F ❑ PERMIT NOT ON JOB ❑ APPROVED PLANS NOT ON JOB O REINSPECTION FEE E VIOLATION OR COMMENTS FROM THE INSPECTOR- Ct[14 91‘614IC 1 6914ffek �� 1 ' -It THERE TS AN AI.ITi'1I1ATif: [j�'• I1+1F;PF`i"`T TOKI F'F'F' F I'1 PI<I� r 4 -Pr'r�•T Ti�rd55 ESE" ECE^T WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. • REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. A VA rA Fr AO 4,46° CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONING: FIRE: PUBLIC WORKS: SIG AT 440-5245 460-354473 443 � 46�s_5OZ6 1 4fA 2110E i. INISPECTOA COPY 101°°10000 a 10.°°°°°°4111 ED Olg°°°°°° 1101.° INSPECTOR NUMBER de NA NCI 811506 Tel: 305-460-5235 Fax: 305-460-5261 www.coralgable s.cotn MCOL # Permit Change: Change of Contractor Permit Extension Permit Renewal MI 6 £2 27/0 CITY OF CORAL GABLES BUILDING AND Z+ONIN(. DEPARTMENT Permit Application Permit Revision Permit Supplement DESCRIPTION OF WORK (PRINT }: PROPERTY OWNER: Address: U C:itylstate/Zip: ••"'"2:44..0,4/ ,r "4 044 - Telephone No.: BE:CO Permit -1'ype: Ei I3uildin;' Electrical •:><l Mechanical Pluinbi li Rooting A4 Misc. App. r { 1.). e 7 ARCHITECT: Name: Address: CityfState/Zip: Tel.: BONDING: Name; Address: Telephone No.: Master Permit #: ['klntrot #: 9,1 P219°e/Qii :Pa, 4e 5., UU.35 3Q a3 Project Information: Commercial: Res deiitial: I:inear I -'eel: RI Square Feet: VII IRE value of Work: PROPERTY 1,0('t TION: Addre;ss: - 6 / 19 c, Iolio #: 5iI% 0060a,50 ✓' 1 i Block:: Stil1tlivisIon: Plat book: Page: CONTRACTOR: Chr M 5f '( Aclklress: ,F 3( 39 .5._?... City-State/lip: _3.39.3,7 license No. 7 Telephone No.: ,mss 5- l7C ENGINEER: !Hanle: Address: Jr �f 6-ge y.��Y/���I rt fF A , l� 2' f��y�/v �/ ' Ijf V ('iis. Statcl7ip: Tel.: M 1RTGA(:lE I,ENUER: N:i ralk': Ethll ::sh: Tch!ph+.ane No.: Alrk ii uiirnt is hereby made to obtain a permit to do work and irsYlallydirins af, indicated. !ere work Ic».•snitnwnL'uxi prior to the i+�u 1Ice of a !voila :end thin :III work will hi pel-lomied to meet the standards of all law; Ieglil:aing the crnistrue tion ill I he Or, 5;r(.'oral (:abLA. ; u,Niersta i 1 !Nat ;I v ImnIIS: pcnnir mu,it hr secured t; u lil .rit.'rttlt:'AI., kilt4BING. SIGNS. WELLS. P(H)t.S, HO1LJ RS, TANKS. AIR (Y)ND1TICINFRS, R(M)}'INkl. &WWI iS. F'ri.' The- historical Resources Department's approval is required prior to the issuance of a demolition permit. WARNING r1)1)` 'NRR: f=ailure ut record a noiux' of commenccmeni 11145, 14.S1111. sou palyuir is, ice h i improvements ltl your property. It you intend to obtain hnancing^, cunsnll with your iu ikr or: 4n aturnev before rtcortting you nmiec of cifm}nn.c•.nsrm °INNER'SAIFI+tl)AV1T:1 cell that all thettirc:Etiinp initli naliuo k i rin:d::71151 that all work -will ix' done in :'111}lllllanl'¢ with all:ipplic;thle 1 ws regulating consl r 5,Rylnd toning. Signature of Owner Si *nalul of The foregoing instrument was acknowledged below: me this tlay of ( 1 is personally known to inc. ( ) has produced a __. as itkriiiiic•atii n. NOTARY PUBLIC (SEAL_) 'the foregoing, instrument wag acknowledged ,11 by_ ( ))ii5, personally known 10 me (4'7 iIJ+ I rod F.,rrn lot City of Coral Gables Building & Zoning Department wfww.coralgables.com Electrical Fee Sheet * Attention applicant: You are responsible for filling out this application correctly. If you have any questions concerning what category your work falls under. Please see an inspector or processor for your trade. Refunds will not be given in case of error on your part and you will be charged a double fee plus a $100.00 for doing work without a permit. Minimum fee for electrical permits is $65.00. unless otherwise noted. Under penalties of perjury, I declare that to the best of my knowledge the facts 5 I understand that perjury is a felony of the third degree. 7 34 C Foe code Description ,&Z'rie! Category 01 -General Electric Fee Calculation Units in this document are true. (Qualifiers) signature # of units Fee E100 E001 E028 E102 E012 E013 E043 E014 E015 E057 Any work not specifically covered in this section shall be charged at a rate of $10-00 per $1.000.00 of construction cost. Minimum fee Clear violations inspection, new tenants Commercial heating equipment Compactor Deep freezer Demolitions, removal of electrical circuits Dishwasher Dryer Ductbank $65.00 per application $35,00 ,per inspection # of inspections $1.00 per kW $20.00 per system $20.00 per system $65.00 per floor 520.00 per system $20.00 per system $1.18per LF. # of kW # of systems # of systems # of floors # of systems # of systems of L -F. E101 E016 E038 E037 E039 E040 Equipment outlets or permanent connection Fan Fixture - flourescent tubes Fixture lights Fixture - lighting fixtures/heads Flood lights $7.00 per outlet/ per connection $20.00 persystem 1-10 sockets: $15.00, 1-10 flourescent tubes: $15.00, each additional $1-50 1-10 sockets: $15.00, 1-10 flourescent tubes: $15.00. each additional $1-50 1-10 sockets: $15-00, 1.10 flourescent tubes. $15.00. each additional $1.50 $7.00 per light tt of outlets # of connections # of systems # of flourescent tubes # of sockets /(L) # of fixtures/heads # of lights E070 E017 E031 Fountain $45.00 per fountain # of fountains Garbage disposal Generators $20.00 per system $1.00 per kW # of systems # of kW E018 Heat recovery $20.00 per system # of systems '. tli_Tfk3� Fee code Description Fee Calculation JUnits # of units Fee E081 Motors Up to 5 HP: $20.00, each additional HP or fraction thereof: $1.50 # of HP E019 Oven $20.00 per system 1# of systems E042 Plugmold and strip track lighting First 10 feet: $20.00, each 5 feet thereafter: 53.00 # of feet E020 Range/range top $20.00 per system # of systems E090 Refrigerator (commercial) $30.00 per HP $20.00 per unit # of HP # of units E021 Refrigerator (domestic) E033 Retrofit light fixture, per ballast $1.50 per ballast # of ballast E008 Rough wiring outlets (light. receptacle. switch) 1-10 outlets:$25.00, each additional outlet:$1.50 # of outlets /" ---,.' J5 E003 Service repair and/or meter change (adding 3rd phase) 565.00 per service # of services / r "Services: " The following fees sha!l be charged for each service and each sub -feeder (feed rail) E006 100 amps and under $15-00 # of amps 101 amps thru 200 amps $20.00 # of amps 201 amps thru 400 amps $25.00 # of amps 401 amps thru 600 amps $30.00 # of amps 601 amps thru 800 amps $35.00 # of amps For each 100 amps over 800 amps 510.00 # of amps E023 Space heater $20.00 per system # of systems E035 Special purpose outlets, commercial: popcorn. doughnut, drink machines. coin -music machines, toasters, coffee urns, espresso machines, deep fryers, telephone booths, refrigerator display. microwave, booster heaters, etc. $30.00 per outlet # of outlets �� E080 Strip heaters $1.00 per kW # of kW # of amps E065 Subfeeds Look for amp fees under "services" E007 Switchboards Look for amp fees under "services" # of amps E024 Time clock 520.00 per system # of systems E103 Transformers 51.00 per kW # of kW E032 Transformers for x-rays $50.00 per system # of systems E025 Washing machine $20.00 per system # of systems E026 Water heater -boiler (electrical) 1 $20.0 per system of systems E034 Welding machine outlets Up to 25 amps: $15.00, each additional 250 amps or fraction thereof. $5 00 # of amps Category 02 - Burglar Security Systems (Alarm Affidavit Required) E009 Control panel $50.00 per panel ' # of panels E075 Device $1 50 per oevice # of devices "'''�� 2 14 "005 Fee code (Description JFee Calculation L nits # of units 'Fee Category 04 - Fire Alarm E046 Control panel .$50-00 per panel # ai panels E076 Device $1.50 per device # of devices E010 Fire alarm and/or fire pump test $50.00 per hour # of hours E054 Fire pump $65.00 per pump # of pumps Category 06 - Master T.V. Antenna E060 Control panel $50.00 per panel # of panels E079 s Device 51.50 per device # of devices _ Category -07 - Sound 8 Intercom E058 Control panel $50.00 per panel # of panels E077 Device $1.50 per device # of devices Category 08 - Utility Electrical E062 IFPL load management unit I$20.00 per system # of systems Category 14 - Temporary Service for Construction (Must list master Building permit #) E002 Temporary service, construction ramps $65.00 (plus fee listed under "services" for 101 and over) # of amps Category 22 - Trailer Service (Must list master permit #) E064 Temporary trailer (construction) $120.00 per trailer # of trailers E063 Temporary trailer (sales office) 5160.07 per trailer # of trailers ""—""' Category 23 - Swimming Pools E105 Commercial spas and hot tubs Commercial` $75.00 # of spaslhot tubs y E055 Residential spas and hot tubs Residential: 545.00 # of spas!hot tubs E045 Commercial pool $75.00 per pool # of pools E044 Residential pool $45.00 per pool # of pools Category 26 - Temp Service Test (good for 30 days) (affidavit required at site) E004 Temporary for testing, for a period of 30 days $65.00 per test # of tests Category 27 - Interior Sign Architectural Feature �.-- E036 Signs - exterior Up to 2 on same location: $65.00. three or more: 575.00 # of signs ' E104 Signs - interior Up to 2 on same location: 545.00,,three or more: $75.00 # of signs ��- ..' Category 28 - Lighting Pole (Parking lot lighting from poles) .—. E068 Light post 57.00 per post # of posts E041 Parking lot lights 58.00 per light # of lights Category 31 - Air Conditioner E011 Air conditioners - window and through -wall units 520.00 per system # of systems E027 Air conditioners - central $7.00 per ton # of tons E073 [Chiller 57.00 per ton # of tons Category 33 - Central Vacuum 1=053 CentralVacuum 565.00 per system I# of systems ' 1 4. 20115 Fee code Description Fea Calculation ri,inits I# of units Fee Category 35 - Telephone & Communication E051 Control panel $50.00 per panel # of panels E078 Device $1.50 per device # of devices - _ Sub -total permit fee (add all fees) (min. $65.00) $ Application fee $17-00 (non-refundable) $ Code compliance fee of $0.60 per $1,00000 of estimated cost of work snot charged on linked permits) (non-refundable) $ Document preservation fee $1.00 per page or document submitted (non-refundable) $ I T, surcharge fee 5% (non-refundable) $ IMPORTANT TELEPHONE NUMBERS B & Z RECEPTIONIST MISCELLANEOUS INFO OWNER/BUILDER INFO PLAN STATUS PERMIT COUNTER INSPECTION REQUEST CODE ENFORCEMENT MICROFILM OFFICIALS BUILDING OFFICIAL ELECTRICAL FIRE MECHANICAL PLUMBING ZONING INFO 305-460-5235 305-460-5265 305-569.1803 305-460-5246 305-460-5249 OR 5260 305-460-5261 (FAX) 305-460-5245 305-569-1827 ( FAX) 305-460.5226 305-460-5348 (FAX) 305-460-5262 305-460-5242 305-460-5255 305-460-5563 305-460-5243 305-460-5258 305-569-1805 305-460-5253 OR 5254 FEE INQUIRY WWW.MUNICODE.COM 2 14:2005 COMMENTS F FROM 011.11"°°1111/ INSPECTION NUMBER CITY OF CORAL GABLES r--- INSPECTION CATEGORY r,,r,�y- di INSPECTION REPORT sT�E IrTII tRAI 51T€ ADDRESS FA Or 0 0 °A 0 "FA 9 rd FA FA Or vP I li:f7 11F' CORAL Lif tr N41gcNTRACT, -' FRAMING. ') i FLOOR ROW11.1 SMITH r QNSTR1 fr InN i_: C—� P ER ACT NUMBER + c IPT OP 7 PERM1 DESGRIP N !1 64036487 03083385 DESCRIPTION-IFFSPECTION TELEPHORT C•O,L. WIMP APPLICATh;ON N„ q c 39Q517 MX N�I ADDITION (85 S.I^ . ),O1�SER')ATIC)N DFL'I� . INTEF!ICR AL". EXTERIOR ET PRO61FFI E - BU ..#s. UP fPFNTNC $1f3 0.0 W/ GRACE ESCALONA 5° t'is� f"nRA C�AL�L F t,...;�. L'�s`:.37, LE AL RID I 0 ACCESS c11s3S AN DOOR LOCK. NO ONE HOME COMMENTS TO THE INSRE, TO 01111111 INSP.HY: LAGE. E.J. o AT'tcpEDU L Ea 08/0105 ❑ STOP ALL WORK 4 ❑ VIOLATION OF ZONING LAW E APPROVED REJECTED QWNER5 KA►AE APPRQVED PLAN NOT BEI G Fi LOWED. PEANUT NOT ON JOB 0°11111 OR NOT READY 611.111°.°1 APPROVED PLANS NOT ON JOB * REINSPECTIO DUE TO: VIOLATION THERE I S AN AUTOMATIC RE 1 Na PELT I CJIN FEE FOR THOSE INS l•°EC7 I S REJECTED It1000 THE INS ECTOR: AI fa, A/07 �>� WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED COO jCTIQ#�S REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. , '' * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONING'6,)_ 0011° R NUMBER SFGNATI AdvArAPPAradir A 1 LEAVE RAF - ___7:! -,460-53 ,3 Atilt / tg- PUBLIC W RIM I d prirrnall P FA ra rAl VA OrAi rA PrA frA d 11 VA erA rA Fir9 INSPECTION NuMNER CITY OF CORAL GABLES INSPECTION CATEQORY 0506+" ?Last INSPECTION REPORT ' R#, IL: TURAL_ 0.° SITE AOOfESS 850 LUGO AVE CORAL BAY SEC B 01111111 TYPE N41 8 FIE - FRAMING --- ;-.11 FLOOR DESCRIPTION -IN SA CTION COI TRAP TTQR ROBERT R SMITH CONSTRUCTION C 3052.350525 PERMIT HUMBEit 04060529 lE _ APPLICATION NUMB_ 403364E7 "T3083335 PERMIT OESCRIYTIQM 031517987 265780974 NUMBER ADDITION i65 $.F. ! .L'-i3SERVATION DECK, INTERIOR ALT EXTERIOR ST AIRS. BLOCK UP OPENING $16.000 PROPERTY COPE 5118OO 0250 ayNota NAME JOSEPH ZUMPAN0 & WJ GRACE ESCALONA 650 L_LIGO AVE CORAL GABLES FL 3315.663.21 LEON. DESCRIPTION REV PLAN FOR CEILING HT'S PLANS D0 NOT MATCH EXt l: OND I T I • NEED W INDIJWJ DOJF; ANCHOR I NSP t ROOF JOIST I NSP COMMENTS TO THE INSPECTOR INSP.BYs LADE, E._.t. + S/05/0t STOP ALL WORK VIOLATION OF ZONING LAW 0°°°1 APPROVED REJECTED DUE TO; COM • APPROVED PLAN NOT BEING OLLO ❑ PERMIT NOT ON JOB ❑ APPROVED PLANS NOT ON JOB ❑ * REINSPECTION FEE VIOLATION NOT READY OR E 15 AN AUTOMATIC REINS . E=CT I UN FEE FOR THOSE INSPECTIONS REJECTED M THE INSPECTOR: WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST SE PAID SEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMSER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDINGA ZONING: ,24�' FIRE460-5563 eddrAil rAra OVA dr INSPEC TO NUMBER SIGNATURE PUBLIC WORK '60-5026 E AT S 2. OFFICE 3. INSPECTOR COPS ,te Ao ATE ADDRES6 0"1111/ 850 L UGO AVE TYPE N566 R IwiF NTRACT FRAMES Ari orti di 11%d P PArAr. rAP PrAto FAFAFAFAii i Kiri FA g Fp INSPECTION RNVMIS�R CITY OF CORAL GABLES INSPECTION CATEGORY 1D5081889I INSPECTION REPORT StUCTURAL 011°16°° I 0000 Og°.°1 (010/ 0°4 I/1/ 1,11/ 0°.°1°1°S111 CORAL BAY SEC 13 ROBERT R SMITH CONS VRUCTION C OUALlimn SMITH ROBERT R PERMIT NUN ER 04060529 I; 4036487 A. PLrCA'IrlI MAAS& TELEPHONE 1052350535 03083385 NR.C-O.L. witain 031517987 265780974 L NUMH PERMIT DEICRMPTION ADDITION (85 S . F .) , O B9ER''AT I ON DECI I I N7 ER I CR AL.. T _ EXTERIOR ST AIRS, A BLOCK UP OPENING $18,000 PROPERTY CQOE 51180060250 OYYHE#S 4AI IE JOSEPH ZUMPANO & W( GRACE ESCALDNA 850 LUGO AVE CORAL GABLES FL 331566321 LEGAVOESCRIPTION 0010 ---cougurr RTTRURIPEL74511 ❑ STOP ALL WORK ❑ VIOLATION OF ZONING LAW 0 ❑ APPROVED PLAN NOT : !NG F LOWED O PERMIT NOT ON JOB O APPROVED PLANS NOT ON JOB O * REINSPECTION FEE APPROVED REJECTED TUE O: VIOLATION E OR NOT READY * THERE IS AN AUTOMATIC REINS .CT I ON PEE FOR THOSE I NSrECTIONS REJECTED COMMENTS FROM THE Mr f 145 Pt I WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD 1S ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST YE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING a ZONING:6'-52471 FIRE:6'+y X563 PUBLIC WORK1061 _ - - 26 IPfSPCT� NiUP�Af3ER SIGNATURE C 13 t LEAV T 2.OFRCE 3 CTO ArA. `ArArAr r, ,IlWi .r�r r r ,rv,r r A I PrA P rA410 rAi frAl FA FA VA FA rai FA Pi A P P ral FA rp N+BPECTION NUMBER CITY OF CORAL GABLES ' eit� cimonv INSPECTION REPORT PLIlJI�1BING—rrup,oNE cox NumuS-90 TH PLUMBING PEP WT ROWER APPL ICAT Ec»4 NUMBER 05037102 03083385 101° (85 S.F.),OBSERVATION DECK INTERIOR ALT. EXTERIOR ST !LOCK UP _OPENI G 81A.D CI 4 F 65780974 0000 PRpPEbi C /I.°. CANNERS NAME 3I 1$0p+;f0230 _ r AND II Nr GRACE ESCALONA 1011°° E 11JSPECTOIi - - BATE SCKEDU4EB DATE INSPT T1O ��ryry 0er17ro6 g—,42-0‘ L STOP ALL WORK ❑ APPROVED PLAN NOT BEING FOLLOWED (❑``� VIOLATION OF ZONING LAW 0 PERMIT NOT ON !O® 10°1111 "—� —_ ❑ APPROVED PLANS NOT ON JOB ❑ * REINSPECTION FEE °I1:011111"°°°1/11°11°6°. �� APPROVED 0 REJECTED TO� VIOLATION OR NOT READY 04060529 PERART OE^aSd}! I N ADDITION AIR$ Y OOE ARM 01001°____ ORRAYE CORAL GABLES G 33156637,.1 CORAL HAY SEC 8 0°411 * THERE IS AN AUTOMATIC RE I NBPECT I ON FEE FOR THOSE I NSPECT I ONS REJECT COMMENTS FROM THE INSPECTOR: 0"/ °44 4 COWEN iS Tq TR 01°° 01.°1 WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST RE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONING: 460-5245 FIRE: 460-5563 PUBLIC WORKS: •NSPECT1R NUM BEA rt.NATURL 62, 460-5026 t LEAVE AT SI OFFICE 3. INSPECTOR COPY Ao 11,111 0000 N417 PACTdA i F3NAI .— PUR! II_ WORKS N I11F8T R SMITH Ci7NSTRUCTIONC A TA rldi PrA t grAl OrA Or., rA IVA FA VA FA INSPECTION NUMBER CITY OF CORAL GABLES NSPECTPON CATE Y- o6iR1Ta7 INSPECTION REPORT P. WORKSSITE _ ARAM 04° r..,. - --_.-.... MCA' � -�N'-..-... --`- CORAL BAY'4EC B LUDO AVE C -- — -- - -PERMg NUM —1r A ICAlllb flf—JiailfrA- 1 4. 641417 03fB5 ADDITION (85 S.F.) rOSSERVATION DECK. INTERIQR ALT EXTERIOR ST PR Q�ERTY QDE l "f R UP Q ING 11811 CK I OWNERS wA -01S0 511500 25+ J� UMPANO I/ _____________-___!!:::: W/ GRACE ESCALONA 6VE CORAL GABLES S 33256432] 001 1710 .. , 7(0 <4, ro00 000 E STOP ALL WORK El APPROVED PLAN NOT BEING FOLLOWED ❑ VIOLATION of ZONING LAW ❑PERMIT NOT ON J08 D 10.66111 - -.-. .. ElAPPROVED PLANS NOT ON JOB [7] * REiNSPPECTION FEE APPRO LJ ❑ REJECTED TO/000011 VIOLATION OR NOT READY 0 /010/ * THERE IS AN AUTOMATIC REINSPELTION FEE FOR THOSE INSPECTIONS REJECT COMMENTS FROM THE INSPECTOR: DE. 460-5026 01.00/1°.°° TE EPooNE- 79:7 2465112 lE�3T- + 74 04060529 PE.nurr DESCRIPTION F 4°°1° DT I e WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MA REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTIQN FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONING: 460-5245 FIRE: 460-53' 63 INSPErT OR NUMBER SI.. NAIORE ` r .r/'/%� 1 LEAVE AT SITE 2. c€ICE 3. INSPECTOR COPY .g" ' .rr►�..�./►rr./►�%�//rr e PUBLIC WORKS: A r# # FA FA rid sr" rA rA erAirArA re FA ordoop INSPEcYoaN NUMBER CITY OF CORAL GABLES INSPECT+C ChTEtibRY- INSPECTION REPORT W>TRLICTIJRAL SF E DDRESS w .-- - OgSig ► i[3 l i f AVE 4QfigrapP7� -IN *1(QH TIE BEAN — 4a ELorm_-M,PRFRE9uISITE_ SMITH RQRF_RT R 974 /I- PlR �YiMI1�IBER j��_ APP�LiCA7![iN NUM$FR� 401,°529 I 04036487 PFRt11T o� RIPTf07� - C 3083385 ADDITION (85 5.F.),OBSERVATION DECK, INTERIOR ALT. EXTERIOR ST J moftR !� F5 > 6 ar.K UP ENxr+ _ 'OWNERS NAME 311A0060250 �,j(j;gF. !H 2UMPANO A SS hRiERS MAPLl Aii 10::::i W/ GRACE ESCALONA AVE CORAL_�ABLES G.3�8321 Y 1-11/::::: C�fAMENT5T THE INSFECT6R 1/ INSP.BY; LA EP E.J. 05/2/05 S�+F[5u DATE IHSPECTEC Oat,_rte_ ,r --r ? 1:::: 0011r STOP ALL WORK ❑ APPROVED PLAN NOT BEING FOLLOWED ❑ VIOLATION OF ZONING LAW ❑ PERMIT NOT ON JOB 0000 E] ❑ APPROVED PLANS NOT ON JOB ❑ * REINSPECTION FEE 1:COMMENTS PROM THE INSPECTOR: * THERE IS AN AUTOMATIC REINSPECTION FEE FOR THOSE INSPECTIONS REJECT/ 1 REJECTED DUE VIOLATION OR NOTREADY il::: /1°4/ APPROVED El 064/ WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONING: INSPE( Tl) NOMB EH ,j l i:iNA f' E ?�,"A" 000 460-5245 FIRE: 460-5563 PUBLIC WORKS: 460-5026 / AArAirovArArArArAratrarArAdrAr-ArarArt LEAVE AT SITE xaFFICE 3. INSPECTOR COPY 0 ArAl rA ill r 4rAr 1F41 I 01174 rv.0.74 I Ord OFF4 evA Pr401 OVA rd d !iripv u�sr> enaN rx,s+pea CIT CORAL GABLES INSPECTION CATEGORY 7062_1 108_3 ,34'S_I2LDM_PT-1 1RS�ION REPORT SITE ACTRESS CYPE 04031800 RAGT NE COLUMNS - 01 -FLI - tagrFEW eTFLTCX'I M MUM6 R STRUCTURAL 0 6Q529 04036487 039833851 01-4141""68Clirr—R— P OPERTr CO W OW^RERS NAME ADDITION E 83 _15.1-. ) I DB# gg kk'' ■ N IS r INTERIOR ALT. EXTERIOR ST 011°4 AIf Br -& BLOCK i O wig E •�'��.1 JOSEPH ZUMPANO a Txa•E�;:�'t : � C. QOMPITV Y, W/ GRACE ESCALONA 850 LUGO AVE CORAL GABLES G 331566321 COiY19uiENT'y�T�THE INSPECTOJI 0.11°11-1;—STOP 6'ATE SCHEDULED ATE INSPcCTEO ALL WORK i' 2 El PLAN NOT BEING FOLLOWED 0000 ❑ VIOLATIO ri LAWV ❑ PERMIT NOT ON JOB ® 0 APPROVED PLANS NOT ON JOB ❑ * REINSPECTION FEE PE"PROVED E] REJECTED UE TO VIOLATION OR NOT READY 104 P COMMENTS FROM THE INSPECTOR: / ` fr' r` ° * THERE 19 AN AUTOMATIC RE I N$PECT S ON FEE FOR THOSE INSPECT I ON9 REJECT 44 WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. 0'4 REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTIOH FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. /11.11° CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING III ZONING: FIRE; PUBLIC WORKS: 0111 _ow, - 440 --345 00 INLPFC TOR NUMBER 41 0-6J J SIGNATURE f to yam_ 440-5026 1_ LEAVE AT SITE 2. OFFICE 3. INSPECTOR i OPY oiso A FA r rA Fr A KA "FA rA rAr P -A rid r.4 P PA ra d • Flio;or 0000 L INSPECTI N NUMBER I CITY OFCORALGABLES INITEcTioN CArt4�AA4 -L r,n, _ns ._ __ _ _ INSPECTION REPORT gTiairrtiRAL SITEA BE000 ATI ISO AVM � e€; iw N C L AY_$ECiittfajacto WtRE I AThF FFIII RI T R SMITH I OORTRUCT LOIN0111° SMITH ROBERT R ADDITION (85 9.F. ),QBBERVATZON DECK, INTERIOR ALT. EXTERIOR ST PROPERTY - ... �'ILUP..i]PFNIli > iB.C}OO +!t �1L F� QWN 9S NAME 001/ _ .�..IOI�EI��'! �s tlicA ll & 11111/0001/ W/ GRACE E$CALDNA Wu60 AVE CORAL GAELES ..T„_ 31 6 1041/ 511/30060250 ._.. U I. A N EA 3 ©4434487 Q3083 COAAMENTS TQ THE iN$RECTQR DATE � H6DULEO Cl011°1° O STOP ALL WORKa/17/SCI 10.1° • VIOLATION OF ZONING LAW APPROVED REJECTED DUE * THERE I 8 AN AUTOMAT I C COMMENTS FROM THE INSPECTOR A DATE INSPECTED ❑ APPROVED PLAN.,o..e.m FOLLOWED ❑ APPROVED 0.a.�.a.me ® NOT BEING • PERMIT NOT ON JOB U PLANS NOT ON JOB C * REINSPECTION FEE Y_i7 RE NSPECT ON FEE FOR THOSE I NSPECT IONS REJECTligtO g°1101°111°°°"°/: WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAI. OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONING: NSPEGT OH. ItiJMijLH 4611-524':1 FIRE: 460-5363 PUBLIC WORKS: 460-:5026 ISrGNATuR AsspArirarAirapir 1 LEAVE AT SITE 2. OFFICE 3. INSPECTOR COPY ApprArAprAr INSPECTION HUMBER c O -444 00010_ L AVE $ITE ADDRESS it RACTOR CITY OF CORAL GABLES INSPECTION REPORT $TEFL INSPECT1ON CATEg9RY &TR#JCT _ __SLI,CA IPT115. IN$PEGfI C1f 7 FRERT SMITH CDNSTRUCT I Ohl _..0 ROBERT R PERSNT WARDER CORAL SAY SEC H TEI.EPkONE ::::: :CZEIVAMet I= . , APPLICATION N1MIlER 1465112 rmt wassFR38T80,74 plERil[I'DES cRlPTfC- - 04036487 I 03083385 ::::: ADDITION (85 S.F.).OBBERVATION DECK, INTERIOR ALT. EXTERIOR ST oRVPo� €a F OCK UP OPEN ING_*1a Q0Q W/ GRACE ESCALONA _._ : E_ CAL GABLES G 33456321 BEAM f --/ 7,7 /1/0001011°11°111/ 0000° INBP.BY; POIN. DENNIB 02/06/06 10°. -- — Dm Ileum 08/1777;71777 D STOP ALL WORK El APPROVED PLAN NOT BEING FOLLOWED ❑ VIOLATION OF ZONING LAW 111PERMIT NOT ON JOB El APPROVED PLANS NOT ON JOB ❑ * REINSPECTION FEE 01111°°°°°°°°° "1'1/ COMMEV! 1OTHE INSPECTOR APPROVED 0 0 REJECTED TOO: VIOLATION oR NOT READY * THERE IS AN AUTOMATIC REINSPECTION FEE FOR THOSE /NSPECT/ONS REJECT 0111°1 Pirate. 4.0. COMMENTS FROM THE INSPECTOR, WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECT CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FORTHE NEXT DAY BUILDING & ZONING: 460-3243 ,NSPLCUAIMNEJLR FIRE: 460-563 ARE MADE. ION. 64 PUBLIC WORKS: 460-5026 4 1 LEAVE AT SITE 2. OFFICE 3. INSPECTOR COPY - 4 WINDOW (ADDITION O NLY) DOORS AND WIND OW CERTIFICATION PRO JECT: ZUMPANO RESIDENCE ADDITION PRO JECT NUMBER: 2003-019 DATE: 24 -Jul -06 REVISED AU GUST 4, 2006 DESCRIPTIO N NUMBER WIND LOADS SELECTED TYPE & AREA CAPACITY APPR OV WD/DR POS NE G & MANUF ACTURER RESISTANCE NUMBER A 44.4 -64.6 SERIES 800 ALUMINU M AWNING WIND OW BY YALE 63.3 -75 01-0607.02 OGRON MANUF CO - SHUTTERS REQUIRED DOOR B 46.5 -56.1 SERIES ENTERGY 6-8 S/E OUTSWING OPAQUE (ADDITION ONLY) RESIDENTIAL INSULATED STEEL D OOR IMPACT RESISTANT BY PREMDOR ENTRY SYSTEMS NOTES: 55 -66 01-0313.15 DCPA DOCUMENTATION N.O.A. ATTACHED FOR REFERENCE OF ALL THE ABOVE SPECIFIED PRODUCTS. CONTRACTOR TO INSTALL ALL WINDOWS AND DOORS IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AND BE IN FULL COMPLIANCE WITH THE FLORIDA BUILDING CO DE 2004 FOR ALL SUCH INSTALLATION WORK. ROBERT BARNES & ASSO CIATES 8 k J. ROBERT BARNES RA AIA NCARB -Reg AR0010526 Page 1 of 1 FLORIDA BUILDING CODE, 2004 RESIDENTIAL DESIGN PRESSURES FOR COMPONENTS & CLADDING Building Information Wind Yeiocity (mph): Importance Fodor. Exposure Category; Direction*Noy Factor (ltd); Ingersoll Pressure Coefficient 14-A'; Mean Roof Height (f0: WIdlh (D): Building Length (ft): Roof Slope (z:12) Width ofEad Zone (ft): 146 1.00 C Day O.la 25 41 73 4 4.1 Opening Marie] 1 A ',Opening Dew.) I DOOR WINDOW 4 WALLS OF ALL BALMMOWS is F:iev.(R) Opeein,g Widtls (la) 3.5 5s i 37 Job Information eulod Type; Job Number; Company Nam: Prepared By: Dote/rinse: Client Nome: Job Description: F1AR;IDA BUILDING CODE RESIDENTIAL WALL OPENINGS X19 BARNES ASSOCIATE RBA 814/200612:07:20 PM ZUMPANO ADDITION ZUMIPANO ADDITION WIND LOADS - WINDOWS Opening Reit 80 (in) IICAN ROOF iItIGHT Mss 1 Pres.(psf) 44.4 f 46.5 IM1Lra - Pres. ONO -64.6 -56.1 file:/JS:\Flannery Addition 06-081 \ZUMPANO.htm1 8/4/2006 -,'l1AMIttAoe M1AM1-DADE COUNTY. FLORIDA ~METRO-DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Yale Ogron Manufacturing Co., Inc. 671West 18 Street Hialeah ,FL 33010 Your application for Notice of Acceptance (NOA) of: StusiolaelatIMPAROMmihisologiallOnlikv under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials�ana Types os Construction, and completely described herein. has been recommended for acceptance by the ,J haQii-Dade County Building Code Compliance Office (I3CCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. 13CCO reserves the right to secure this product or material at any time from a jobsitc or manufacturer's plant for quality control testing: if this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. BUILDING CODE COMPLIANCE OFF ICE M TRO-DADE FL.\GLCR BUILDING 140 WEST TLAGI.[R STREET. SUITE 1603 MIAMI. FLORIDA 33130-1563 (3 151 375-290i r!h'7g np5) 375.2')US cos—rw croKt 1-l tiN'+(rC SI:CtION (3051;75.25?`).lik (30$)3734*: -.5. COYI K:tCrOR t:NF-O((cdt(:Nr (3051 37i,? lsrtil:F 0S) 375-'904 rFtoIsrc-r CG+ of t. urves .,' 13031375-_9d_'J. < US) )72-6;:,4 The expense of such testing will be incurred by the manufacturer. Raul Rodriguez Chief Product. Control Division THIS IS THE COVF:RSUEFT, SEE ADDITIONAL PANES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE BSc PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. ArrttOVEn; SlR/O /2fnI O trap:Sotionpc20o0attrnpnaennocce acceptance cove( psge•dnc 1ntcrnet mid address:postntasicr®buitt)ingcodcont;nc.corn Francisco J. Quintana, R.A. Director Miami -Dade County Building Codc Compliance Office Homep Ige: tsttp:iiwww.bui(dingeociconlinr"com C?or@,a Slanufarturer Co. .ACCEPTANCE No.: 01-0607.02 AUG 09 2001 AP OVED EXPIRES September l7. NOTICE OF ACCEPTANCE:: SPECIFIC CONDITIONS . 4 • . R we ■ • ■ • SCOPE �'.... This renews the Notice of Acceptance No. 98-0317.08, which was issued on September 17, 1‘.=.573!-- It approves an aluminum awning window, as described in Section 2 of this Notice of Acee ta..},!..•. designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Din. County, for the locations where the pressure requirements, as determined by SFBC Chapter 2:;_ ..4. • . �* not exceed the Design Pressure Rating values indicated in the approved drawings. . PRODUCT DESCRIPTION The Series 800 Aluminum Awning Window and its components shall be constructed in compliance with the following documents: Drawing No WV98-21, Sheets 1 through 4 of 4. till -ft Series -800 Aluminum Awning Window," prepared by Al Farooq Corporation, dated 03/03198. •.' ::h revision B dated 5/31/01, signed and sealed by Hurnayoun Farooq, P.E., bearing the Miami-D_dc County Product Control approval stamp with the Notice of Acceptance number and approval c' tc by the Miami -Dade County Product Control Division. These documents shall hercinaftc: e referred to as the approved drawings_ LIM ITAT1ONS This approval applies to single unit applications, as shown approved drawings. INSTALLATION The aluminum awning window and its components shall be approved drawings. Hurricane protection system (shutters). the installation protection system. installed in strict compliance with the of this unit will require a hurriezne LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". BUILDING PERMIT REQUIREMENTS Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Coo= (SFBC) in order to properly evaluate the installation of this system. Man ! Perez, P.E. Product Control f^s' miner Prod ontroi Division * 044 4 `, . e.. 0 ▪ • Yale Ocron ivlanufacturcr Co. ACCEPTANCE No.: _ 01-0607.02 APPROVED : AUG 0 9 2001 EXPIRES : September 17, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS +. a • . 1. Renewal of this Acccptancc (approval) shall bc considered after a renewal application has bc+cn riles and the original submitted documentation, including test supposing data, engineering docura tils'e:e. no older than eight (8) years. -F - 2. Any and all approved products shall be permanently labeled with the manufacturcr:s name, city,sta:r. and the following statement: "Miami -Dade County Product Control Approved", or as specifrc::4 ' stated in the specific conditions of this Acceptance. 0-„ - 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) if the Acceptance holder has not complied with all the requirements of this acceptance, inclucli the correct installation of the product; d) The engineer who originally prepared, signed and scaled the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically bc cause for termination or this Acceptance, unless prior written approval has been 'requested (through the filing of a revision application with appropriate fee) and granted by this of _e. 5_ Any of the following shall also be grounds for removal of this Acccptancc: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance 35 an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acccptancc is displayed, then it shall be done in its entirety_ 7. A copy of this Acceptance as well as approved drawings and other documents. where it applies, shail be provided to the user by the manufacturer or its.distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 3. Failure to comply with any section of this Acccptancc shall be cause for termination and removal of Acccptancc.. 9_ This Notice of Acccptancc consists of pages 1.2 d this last page 3. Manuel erez., P. E., Product Con Produc Conti` .I Division END OF THIS ACCEP NCE 3 titer - ---- • Is •• •• • ! 4 ▪ • PAGE 01 4 w J eX Ut 0 147 e CO , .13A.P.ATiVE ANALYSIS CH ART A ''!I141NC TYPE 1fINDO1! SERIES 800 DESIGN LAD CAPACITY -- 1'SF IntaloW DIMS. NUMBER OF VENTS RINSER OF' ANCHORS/J*1E DS8-AN EIJ ED CLA-SS V1 VA HEIGHT ExT. INT. 19-1/8' 26-1/2' SW. 53-1/8 01111,2 J 2 2 633 75.0 2 63 3 75.0 2 2 elaillaallimenlamm 2 2 51 .0 51.0 19-V6' 26-1/2' 37' 53-5/8 38-3/8' 3 3 63 .3 75 .9 3 3 63.3 750 3 3 63 3 75 0 3 3 50.1 50.1 19-1/8" 26-1/2' 37' 53-1/8 54-5/8' 4 4 63.3 750 4 633 750 4 4 63.3 75 0 E 4 49.8 49.8 19-1/8' 26-1/2' 37' 53-1/6 E3" 3 5 63.3 75.0 5 5 633 75.0 5 5 63 3 75.0 E. 5 49. 5 49.5 19-318" 26-1/2' 37' 53-1/6 7<-1{4• l 6 5 63 3 75. 0 6 it. 633 75. 0 6 5 63.7 70.8 E 1 5 50.0 1 49__ RASED OIt TT. -1527 DLTZD 17-30-a7 MST SIZE - 53-1/6' X 74-1/4' (6 YE •1"S) TEST LOADS - .75, 0. -75 0 rSr DEVON LOADS - 1.50.0 -50.0 P WLIER iiTRIR.LT1054 TEST - 0. PP - /Era) CI&SS - G5.9. =. 1.E f 14.&t4 O1.9S COUNTY APPROVED 1L1?ACT RC. S1A."(T S'_4L'TTER3 Kw. - FOR i L. 1ITSTAL1AT1J•ti. 6 0 1 0 5. HCAD 0 H., .•' ..!4 53 1/e• WL7f . VIM WOri4 4) 1/4• 'JAY - DI 0?C. 21 1/2 ' MAX. r TYP. 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'••••. sj • • et:rt-temAomgoons 8L 0-M (..oC) TYi D0101 PVC (SRC) 'C31 �,} I * i 1 ET V110014 '31Mf1 3AYalMSsrt1 yy, N1S3O 3t OcUd 71' 13}* Y"1d 'U33411043 • N©LI,rer0d?iO3 Goo TY3_7Y , • i PO • Or • •• ▪ • • • h • r• • EdOC'1-C9I (fX) '10.1 •rrc-era1 (cc) '131. OthZ--OI.00C 'li 'l Y T'vk 'Ja H491 .1.53m Lt9 'ONI 'O 'Od 1 ND= rw Z 2 g nt 11 X Q 1 W 10 g O W In ii z N O W a 0 Iwic tc z 4 w 2 • fb • s •1 • • r • S • • • d • • Page 1 of 1 FLORIDA BUILDING CODE, 2004 RESIDENTIAL DESIGN PRESSURES FOR COMPONENTS & CLADDING Building Information Wind Ydoe1ty (mph): Importance Factor: Expoiare Category: Dire tionslily Factor (id): Internal Preiaare Coefficient +F': Mean Roof Height (f1): Betiding Width (ft): B (ft): Roof Slope (s:12): Width of End Zone (ft): 146 1.00 C 0.85 0.18 22 40 73 4 4 °peeing Mark A IOpening nest.) I WINDOW I DOOR 1.047111 lie Zone 5 1(.5) l4y O., 0117110,00181111 i1TIVIAf10N*L !LC Job Information Calcalittoai Type: Job Number: Company Nacre: Prepared By: DDtefi'ine: Client Name: Joh Description: FLORIDA BUILDING CODE RESIDENTIAL WALL OPENINGS 20113.019 BARNES ASSOCIATES RBA 7/27/2006 2:56:39 PM ZITMPANO ADDITION DOOR AND WINDOW WIND LOADS - ADDITION Opening F:lev.i fl) I 5.5 3.5 WALLS OF ALL BUILDING HEIWfTS 37 36 f.r Opening He h 26 80 MCA' P.001 N[I(.1t e res. ipsiy j 46.5 IMet -1'r tppf -54.6 -62,9 file:/10:\Documents\ZUMF'ANO WIND LOADS W1N4.htm 8/14/2006 MIAM CO Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 Your application for Notice of Acceptance (NOA) of: Series Entergy 6-8 SIE Outswing Opaque Residential Insulated Steel Door will. M. Frame under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, County Building Code C has been recommended for acceptance by the Miami -Dade ompliance Office (BCCO) under the conditions specified herein, This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, of such product or material i[mm�ediately. BCCO reserves the right to revoke this' a or suspendl,if the determined by BCCO that this product or material .fails to meet the requirements approval, it a Building Code. of the South Florida The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: _42,1315 EXPIRES: 02_, J`047011.6 AA'II-DADS COUNTY, FLORIDA • MEtR6-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE Isel;R) t !CAGIER BUJLD[NG 1 f WEgt PtAcL RVI?'d', SUITE 1603 - n • • FLORIDA 33130-1553 (305) 375-290t FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375-2966 FAX (305) 375.2905 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372-6339 Raul Rodriguez Chief Product Control Division muliNsysilaufaR turaz This application for Product Approval has been reviewed by the BCCO and Product Review Committee to be used in Miami-Dade iami- ade County, �nda under the conditions set approved by the Building forth above. APPROVED: 04/19/2001 Francisco r. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 1.9045000114.0001ltanykuukotios, since =Air lete.det tternet mail address: pestamtertgbuildiagrodeoniine.com • Homepage: ht# S:Jlrrww.baildingeadeaelian em • L remdgr Entry Syytems ACCEPTANCE NO.: i af 01-03 3.15 • :4j PReiff ED - -APR 1 9 2001 EXPIRES : February 04.2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This renews the Notice of Acceptance No, 98-0121.18 which was issued on Febniary 04, 1998. It approves a residential insulated steel door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6' 8" SfE Outswhig Opaque Residential Insulated Steel Door in a Hollow Metal Frame and its components shall be constructed in strict compliance with the following documents; Drawing No 31 -1032 -EM -O, Sheets 1 through 5 of 5 titled "Premdor (Entergy Brand Steel Edge) 3'O" x 6'8" Steel door in a Hollow Metal Frame (Outswing)" dated 6/25197 with revision C. dated 3/22/01, bearing the Miami -Dade County Product Control approval stamp with the. Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of single door only, as shown in approved drawings. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system, 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accornpanied by copies of the following: 6.1.1 This Notice of Acceptance 6.L2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marled to show the components selected for the proposed installation. 6.13 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Mane 1 Perez, P.E. Produ(Control Division 2 ntrol Examiner Premdor Entry Syatet s .' w XCCEPXANCE NO.: s:' 01-0313.15 ; y . . 3!' R 1 9 2001 APPROVED EXPIRES : February 04.2006 NONCE OF 6CCEPTANCEt ,STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) lithe Acceptance holder has not complied with all the requirements of this acceptance, including; the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4, Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and inoval of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Manua erez, P.E. Product Con 3xaminer Produ Control Division 3 Premier Entry Systems :" .:AI FErTAl"+1+CE ➢ .:: "" 01-0313.15 • v APPR(3VLf3 • « .+ 1 9 2001 EXPIRES : Febrittiry 04.2006 NOTICE OF ACCEPTAI►jCE EVIDENCE SITBM n E» (For File ONLY. Not part o_,fNOA.) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 31 -1032 -EM -O, Sheets 1 through 5 of 5 titled "Premdor (Entergy Brand Steel Edge) 3'0" x 6'8" Steel door in a Hollow Metal Frame (Outswing)" dated 6125/97 with revision C. dated 3/22/01 B. TESTS 1. Test reports on 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 202-94 4) Large Missile Impact Test per SFBC, PA 201-94 5) Cyclic Wind Pressure Loading per SFBC, PA 203-94 6) Forced Entry Test, per SFBC 36012 (b) and PA 202-94 along with marked -up drawings and installation diagram of a out -swinging residential insulated steel doors with fixed light, prepared by Fenestration Testing Laboratory, Inc., Test Report No.210-1913-4,5,6 (S) (C) (1) 0), dated 03/10197, signed and sealed by Barry 11 Portnoy, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Product & Application Engineering, Inc., Project No. 97-0508, Report No. 11, dated Februaryr 19, 1997, signed and sealed by Ronald R. Rainey, F.E. D. MATERIAL CERTIFICATIONS 1. Tensile Test prepared by ATC Associates, Inc., Project No. 13974.0001, dated December 10, 1997, for steel samples, tested per ASTM E8 -93a, signed and sealed by Peter Read, P.E. 2. Report titled "Small Scale Fire and Hose Stream Tests on 20 Min. (BASF Blastopor) Foam -Core Door" prepared by Underwriters Laboratories, Inc., File No. R18466, tested per ASTM E-152, dated July 3, 1997, signed by Dick Walther and reviewed by Howard Gruszynski E. STATEMENTS 1. None F. OTHER 1. Notice of Acceptance No. 98-0121.18, issued to Premdor Entry Systems for their Premdor (Entergy Brand Steel Edge) Outswing Residential Insulated Steel Door in a Hollow Metal Frame, approved on 02/04/98 and expiring on 0 04/01. Menu ere; P.E. Product .;,,.,, Examiner Produc -' ftroi Division E-1 1 PREMDOR (ENTERGY BRAND STEEL EDGE) 3'(I'x 6'B' STEEL DOOR IN PREMDORS HOLLOW METAL FRAME (OUTSVING) SE.C. `A"A■ HINGE JAMB 92 1/32' FLAX SEC. '' STRIKE B WITES1 la WED BUCKS BY OTHERS. MST BE ANCIWED PROPERLY TO TRANSFER LENDS TO THE STRUCTURE. THE PRECEDING DRAWINGS ARE INTENDED TO DUALITY THE FELLOVING INSTALI.ATTDNS. 43 1 /16` TOP W 1>E111R TO t I F LOCK STRIKE LEAH A. VUID FRAME TRUCT f r WHERE ➢CXIR SYSTEM IS ANI(ED TO A MINIMUM TWO BY VDDD ORMING. IL AWRY II CONCRETE CONSTRUCTION WhERE SYSTEM IS NORD TO A HIM TVA BY 111 STRUCTURAL VO)D BUCK, G. NAScM Y Di CUll,"RETE CUISTRUCT1DN WHERE SYSTEM IS ANCHORED DIRECTLY TO METE LIR MASONRY WITH OR VITHIIUT A NON-STRUCTURAL TWO BY VOID UK. 1 REFER TO MET FIVE FOR SPECIFIC AIMING INSTRUCTIONS IN TI( DIFFERENT NCH IN5 APPLICATIDNS 4. THE HEM/JAMB (MRS ARE OF RE COPED CONSTRUCTION, THE JAMB/SILL CODS ARE ff BUTT -TYPE CO NSTRUCTTON. _ SPILL IE PRE -PAINTED WITH A VAT€R- EPDXY MI .INAINTIVE P( R PA T WITH A WI FILM NUDES ff GB ID 1.2 $IU. LINKS S}W.l sE F-PAINTEI VI11T MIME LITTVATER-BAWN VirINEILC VH1E PRTKR Co A m FAN MMUS OF IB TU 1.2 NL. DETAIL 'A lf ar L1i ai MECO IMO ar IS US MI tilian WS B 1111441311E NUS 1E KW 4 K !d NE OKI 1149 N1O F.V.S. [R 3/16' PEIII .— T!UI VI 1 1/2' WO EXNT X II' ilia 14) F NJell *INS ? NILS- PEN MK PLATE 20vPi WANG BHA TO KUNO MO MOW MTH !nos HINGE LOCATIONS h 41 • Ammo cons iNfo • DETAIL 'V MON MaliOCOOMPthinafti:: sroa~D 1 .■ll l �L M emtlilt � sr 1 INS �1-10�3i �E�O Imam c .. r 4 ✓ ■ 1 • x • , s • 11 • ■ 1 • • r 4 5/8" EXTERIOR , • O. •e• e' • • .° •r .• j0• :: t •• ea- •!• v*`b e%�• •n• .•+ •• • • o • • • ▪ . •• • • 9• • • . • •• • • • • . 36° MAX INTERIOR 40" MAX SFCTIHN A -A 4 a ••• • • . 3 4 1 • 4 ' 4 1 a 4 • 4 t 4 r • • , • • 4 • • • 4 a • . • • • 11 4 • 4 1 r 1 ▪ f 1 • • r • M r • r 'TY © WSJ UNLESSt STD, [ark., Tat PREMDOR rENTRY Y TEMS PITTSILK 66762 2X WOOD BUCK 1WPROY ED M CaN tYIN11 71 SOOTH DAMON 01-aa, .;s DADE EWH Y moo ATr ADDED PAC 4 (DM OPT!DNS) , A r • F • vrs ni krrrCa. B {1-1- �0 2 -EM -0 a • • • r r e • 1 ▪ a • • 111 6 5 44 + ! ! 1 • 4 3 S 4 4 • 0 0 1 1 4 44 1 • 4 t 4 1 • G 2 0 F • • • f 1 bo--- 4 5/8' 82 7/32' MAX 79 5/16' MAX EXTERIOR FIN. FL SECTII\ • •• • •I ■ • • + i • • • • • • • • ,;, • r • • 04.24. • •• • • • • • • • • • • • • • • • • : • " ✓ • . • • • • r • ■ • .•• • • 4 • • • • • •, 0%1 0 0 • • a f I 1. 6• •.. •• ■ • • • + • ■ • •• • 1� r • • -3 MATERIALS LIST 2X WEIOD BUCK ITEM NO, INTERIOR 1 3/4 ' DESCRIPTION PART NUMBER COMMENTS HEAD JAMB EM -14 PREMDOR BRAND 111LCIV METAL FRAME - 4 5/8' 18 GA STEEL COMPRESSION WEATHERSTRIP STRIKE JAMB A LUMINUM-R1M'ER TA T SHf1! 11 TOP END RAIL STEEL SKIN POLYURETHANE FOAM CORE BOTTOM END RAIL EH -11 EM -12 EM -15 EM -08 EM_{}4, BASF FOAM - DENSITY 2.0 TO 215 tosifita EM -07 _LOXSCREEN BRAND DDS -375 (BRONZE) VEATHERSTRIP PREMDOR BRAND HOLLOV METAL FRAME - 4 5/B ' 18 GA. STEEL RUMOR BR 1D-ALU'II MM 3J#'ER THRESHELD 1 5/32 x 4 9/16' PREMDOR BRAND - 1 11/16' - 20 GA STEEL Al P0M17 7 +AM -#R 4 A' PREMDOR BRAND - 1 11/16 ' - 20 GA STEEL LOCK REINFORCEMENT RING LOCK STILE HINGE STILE EM -09 EM -06 EM -05 PREMDIR BRAND - 24 GA STEEL 'C' RING PREMDOR BRAND - 1 11/16' - 20 GA STEEL PREMIER BRAND - 1 11/16' - 20 GA STEEL LOCK FILLER PLATE 434• .TINGE �1 JAMB X1Q24 x 1/? ' F.H.M.S . DB r 5/8" F .H.M.S . EM -1D EN -16 EM -13 LOCKSET PREMDOR BRAND - .050' THICK- MIL. TO BE POLYETHYLENE HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL) PREMIER BRAND HOLLOW METAL FRAME - 4 5/8' 18 A. STEEL t41 IIDEW€ PCS MOE WM KEN SINV.4 PER ow !FM ME Q) =SEWS PER FIN -ION EYTE RI!P 1 Lett niaF mx (2) INTO THRESI4DLk KVIKSET BRAN/) 200 LOCK OR HARLOC BRAND 100 LICK (2) AT EACH STRIKE PLATE 1 5/32' #IO F.H.V.S. OR 3/16' TAPCUNS WITH 1 1/2' MIN. EMBED.(TYP) (2) PER THRESHOLD L T 1N ESS IGTED,FRAC. DEC NIEL €xr S: LILESS NUTE0, STD COIL TEL'S. ENGINEER: EM R ENTRY -SYSTEMS 911 E. £FFER JI PITTSIKRG. KS 66162 APPROVED AS C LYtWG WITH THE BO LDING CODE CO PUANCE OFFICE AC CIEMNICEM D bt-o'3F3.t S OUNTY MODIFICATIONS -DD DC FAG 4 CIIDOR OPTIONS) PIVISDIS ENT lanY OEM_ 2.021.0011 9-30-9. ATE gigi altaLnw WIN P RAW [11-$ d t f . ■ 31 -1032 -EM-❑ SHEET 3,0F. 5 O no. • 3 • • • • • • 4 3 1 ■ 4 • ♦ . 4.11. 79 aa, MAX OTHER DOOR SLAB STYLES FLUSH/EMBOSSED) MAk 00 BLANK TOP 4 -PANEL 00 00 00 00 00 1B -PANEL 6 -PANEL O ©0 000 O 00 000 18 -PANEL 4 -PANEL FLUSH 101 100 9 -PANEL BOO 12 -PANEL EIN 000 67 no 00 4 -PANEL EYEBROW 68 5 -PANEL W /SCROLL 0� 'itt 69 5 -PANEL EYEBROW W /SCROLL 4 a 4 w t s 4 0 • 1 4 �4 4414 441 41 4 4 a ' a c 1 L 4 Y 4 4 6. 1 4 4 4 F 1 4 1 A 4 4144 r 4 s v r 4 4 4 00 00 00 00 8 -PANEL 5 -PANEL CROSSBUCK 5 -PANEL EYEBROW aI�Il MJ fl $1). CTR'L ENGINEER; 4 041"0"X T-% A9COMPLYNA3 Vitt$ITie Kuz s a CODE DA a, AULCIND ALvel. (MLA -. tS MEYUR ENTRY$iog SYSTEMS PIT -MUG, KS 66762 1.11 11► IaS PART iNtri $$TAY STEEJ . FAIT OR I, 31--1032--EM—❑ SHEET 4 OF 5 Ingo LETTER :ETHER ANCHOR INSTALLATIONS WOOD OR STEEL 2X STUDS USING COMPRESSION ANCHORS FACTORY APPLIED COMPRESSION ANCHOR (1> 8 EACH JAMB/HEAD CORNER (2 TOTAL) 08 x 2' WOOD SCREW (di Totak *8 x 2' WORD SCREW (2) 2 BOT, OF EACH JAMB (1) B INTERIOR OF FACE C1) E EXTERIOIR OF FACE (TYP.) DOOR FRAME SECTION A -A STRA P ANCHOR (TYP.) (6) SCREWS IN EACH RYWALL . OOD OR STEEL STUDS XTERIOR SHEATHING STRAP ANCHORS III WOOD OR STEEL 2X STUDS STRAP ANCHO DOOR FRAME -4 1 3/8' MIN. EMBEDMENT INTO - WOOD STUD SECTION A -A MAX 36' MAX 36' MAX *8 WOOD SCREW (TYP.) WOOD STUDS *10 S.M. S. (TYP) STEEL STUDS OOD OR STEEL STUDS WIRE ANCHORS IN CONCRETE OR MASONRY 0.187' DI A. WIRE A NCHOR TYP, BACK FILL FRAME L ADJACENT C .M,1 E. CELLS WITH GROUT (TYR> DOOR FRAME 12 ' MAX 36' MAX 36' MAX .M.U . SECTION A -A IAMETER WI RE •• A 144 4 • V 4• 4— • Y 4 t 4 r • r • 1• 4 ! I A } 0 1 4 i • A • 1 t • . 4 ! CONCRETE OR MASONRY USING CONCRETE SCREW ANCHORS 3/8' DIA. CONCRETE& SCREW ANCHO (TYP.) BUTTERFLY CLIP NOT REQUIRED 3/8' DIA. CONCRETE SCREW ANCHOR DOOR FRAME E t wKESS Pall, STD. QPL T1 FNGINEERz I 1/4' MINIM UM EMBED MENT MAX 36' MAX 36' MAX ASONRY OR CONCRETE APPR OVE AS COUPLY* 0 MT H 'ma akftlifika0306 DAMON ane Ac Nc N ©* CIalirir REMDUR ENTRY SYSTEMS 911E. JUTTED MUM. ii 66762 1013184 MTF two 31-1032 —EM-0 1 • s 1 SHEET. 1• . pF 5 ■ 1 • ! Y ! : - • I • • • • s •14 ! A • • • a r • i 0 • r ! i ■ Premdor Entry Systems ACCEPTANCE NO.: 01793133. APPROVED • 0 19 2091:: EXPIRES February 04006 NOTICE 0 A CEPTANCE EVIDENCE (Fi File ONL E Not part of NO .) TESTSPERFORMED: RESULTS TEST i\ TEST LOADS DESIGN LOADS AIR INFILTRATION @,1,57 PSF 1 SFBC PA 202-94 (050 CFMIFI`) / 0.03 CFMIFT ..w...... UNIFORM STATIC PRESSURE ® DESIGN LOA ,% SFBC PA 202-94 POSITIVE \x/ +66,0 PSF +66.0 PSF UNIFORM STATIC PRESSURE DESIGN SFBC PA 202.94 NEGATIVE / LOAD \ -66,0 PSF -66.0 PSF 'WATER RESISTANCE (PSF) SFBC PA 202-94 +8.25 PSF +55.0 PSF UNIFORM STATIC AIR PRESSURE a, SFBC PA 202-94 POSITIVE r" L TEST LOA +100.5 PSF +67.0 PSF 1 UNIFORM STATIC AIR P RESSURF��, FULL TEST LOAD SFBC PA 202-94 NEGATIVE • -1003 PSF -67.0 PSF FORCBDM-ENTRY RESISTANC (FER) SFBC Section 3603.02 and S C PA 202-94 ISFACTORY LARGE MISSILE IMPACT ST SFBC PA 201-94 SA ACTORY -.--..�10�.. CYCLIC WIND PRES TEST SFBC PA 203-94 PO (671 cycles) +85}P$F +66.0 PSF CYCLIC WIND PRESSURE TEST SFBC PA 203-94 NEGATIVE (671 cycles) -85.8 PSF -66.0 PSF Design Pr I.:sure Rating (Positive) ' .g PSF (+66.0 PSF R water infiltration is not an issue) Design Pressure Rating five (N�) -66.0 PSF in so &778 mum agass 1-4 m amms MEM ammar ee Zoning 1350 - Ca • • 4 ! / 11• • 1 1 1 1 • 1 • 1 1 ' • • 1 • 1 1 1 1 a • • ■ • • • • • • • • • ! D t • • ■ • • • • 0 1 1 • 1 a 1 • • • a / • • • 1 flFFtCESET sHFP, Dzii0 g la (P • '5118 - o)_56 coimej# O 308 3305 Building & Zoning Department 405 Biltmore Way, Third Floor Coral Gables, Florida 33134 Tel: 305-460-5235 Fax: 305-460-5261 www.coralgables.com MCOL # oat • i/W 4 Date: Application CITY OF CORAL GABLES BUILDING AND ZONING DEPARTMENT ,P 7 Permit Application d -710Z; Permit Change: H Change of Contractor Permit Extension Permit Renewal Permit Revision Permit Supplement DESCRIPTION OF WORN (PRINT): Permit Tjrpe: ,?7( Building Electrical Mechanical 00/ 1"rumTm nn", -g. Misc. App 42. DIO 5 PROPERTY OWNER: Name: y 4 it PA -44.1 0 Address: p City/States ip:: d • 42445 ter Telephone No.: IP/ ARCHITECT: Name: Address; City/State/Zip: 7 BONDING: Name: Address: lele• phone No.: S . e h Lu v Application is hereby made to obtain a permit to do workEnd installations as indicatedI certify that no work has commenced prior to the issuance of :a permit and that all work will he performed to meet the standards of all laws regulating the construction in the City of Coral Gables.1 understand that a separate permit must he secured for ELECTRICAL. PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING_ AWNINGS, ETC. The Hlstotical Resources Department's approv required prior to the issuance nra demolition permit. WARNING TO OWNER: Failure to record a notice of commencement may result in you paying twice for improvements to your property. If with your lender or an attorney before recording your notice of commencement. OWNER'S t certify that all the foregoing information is accurate a al all work wilt he dune in compliance with 1'0 41,0 I1I11I11IfluII G'4j 60521 1 Master Permit Control #: 0601055Q%3. Project Information: 0 3 O Z1 -a r) ® ' Commercial: Resid i# f Linear Feet: El Square Feet: [j (Aim of 4/441v,x---- 0 PROPERTY LOCATION: Address: gSD 4"e — Folio #: 5 // F) 4044 Cog O Lot: Block: Subdivision; Plat book::: • Page: CONTRACTOR: 5;1 :* '0,4,1%3 4-41e1- City/State/Zip: ip: Address: CitylStatelZlp: License No.: Telephone No.: !tP 33 3 30.5 0 qS ENGINEER: Name: Address: City/State/Zip: Tel.: MORTGAGE LENDE Name: Address; Signature of Owner The foregoing instrume/ acknowled) fore me this Z,5 - day of -�7-r 1 2 i 'S by 1 is personally known to me, #. t has produce NOTARY PURL (SF Ctelelineiti = by Cow-• • i-- teas,4saai lir., Expires July 06, 2008 as identification, Telephone No.: Signature of Qualifier The foregoing in ttment was acknowledged before me this 2-5 day of 20 d5 by ( ) is personally known to tne, } has prod a NOTARY PUBLIC (SEAL)` as identiheation, My CmrrrKWn 1.116101 Expkea July 06, acs 1,Omi 101 City of Coral Gables Building & Zoning Department www.coralgables.com Plumbing Fee Sheet * Attention applicant: You are responsible for filling out this application correctly_ If you have any questions concerning what category your work falls under, please see an inspector or processor for your trade. Refunds will not be given in case of error on your part and you wilt be charged a double fee plus a $100.00 for ' g work without a permit. Minimum fee for plumbing permits is $65.00, unless otherwise noted. Under penalties of perjury, I declare that to the I understand that perjury is a felony of the third _ best of my knowled e his document degree. , X %z (Qualifier's) are true, signature / Fee rode Description Fee Calculati Units # of units Fee Category 41 P966 Any work not specifically covered in this section shall be charged at a rate of $10.00 per $1,000.00 of construction cost. P013 Minimum fee $65.00 per appllcatlon Circle either rough & set, rough, or set Include P507, P039, P273 Bathtub $15.00 for rough & set $7.50 per rough $7.50 per set of rough/s / / # of rough # of set P520, P052. ' P286 Bidet $15.00 for rough & set $7.50 per rough $7.50 per set # of rough/set # of rough # of set P97,g•-j P977,,1 P975 _ Cap fixture $15.00 for rough & set $7.50 per rough $7,50 per set # of rough/set # of rough # of set , P637, P169, P403 Clothes -washer $15.00 for rough & set $7.50 per rough $7.50 per set # of rough/set # of rough #1 of set P982 Dental Chair 515.00 for rough & set # of rough/set P533, P065, P299 Dishwasher 515.00 for rough & set $7.50 per rough $7.50 per set # of rough/set # of rough # of set ......s_ P546, P078. P312 Disposal $15.00 for rough & set $7.50 per rough $7.50 per set # of rough/set # of rough #of set P559, P091, P325 Drinking fountain $15.00 for rough & set $7.50 per rough $7.50 per set # of rough/set # of rough # of set P572, P104, P338 Floor Drain $15.00 for rough & set $7.50 per rough $7.50 per set # of rough/set # of rough # of set P728, P260, P120 Ice maker $15.00 for rough & set $7.50 per rough $7.50 per set # of rough/set # of rough # of set P715, P247, P119 Indirect wastes $15.00 for rough & set $7.50 per rough $7.50 per set # of rough/set # of rough # of set Fee cede Description Fee Calculation Units *of units Fee 2/14'21X/5 'P611, P143, Lavatory $15.00 for rough & set $7.50 per rough tof rough/521 # of rougfi P377 $7.50 per set # of set P626, Roof inlet $15.00 for rough & set # of rough/set P155, $7.50 per rough # of rough P391 $7.50 per set # of set P650, Shower $15.00 for rough & set # of rough/set P182, $7.50 per rough # of rough P416 $7.50 per set # of set P663, Sink $15.00 for rough & set # of rough/set P195, $7.50 per rough # of rough P429 $7.50 per set # of set P689, Urinal $15.00 for rough & set # of rough/set P221, $7.50 per rough # of rough P455 $7.50 per set �� #of set� P702, Water closet $15.00 for rough & set C# of rough/set.) �� P234, $7.50 per rough # of rough P468 $7.50 per set # of set P625, Water heater $15.00 for rough & set # of rough/set P105, $7.50 per rough # of rough P339 $7.50 per set # of set P976 Cap water/sewer lines $65.00 per system # of systems P940 Drainfield $65.00 per system # of systems P985 Re -piping $35.00 per 1,000.00 of Estimated value: estimated construction cost P998 Rough plug outlet $7.50 per outlet # of outlets (to include future outlets P960 Septic tank $75.00 per system # of systems P961 Septic tank and pump abandonment $65.00 per system # of systems P954 Sewage treatment plants First $1,000.00: $75.00, Estimated value: each additional $1,000.00: $25.00 P820 Water service connection $65.00 per connection # of connections I P958 Water treatment plants First $1,000.00: $75.00, Estimated value: each additional $1,000.00: $25.00 Drains: P980 Area drains $10.00 per $1,000.00 of Estimated value: estimated construction cost (minimum fee of $65.00) P912 Catch basins $10.00 per $1,000.00 of Estimated value: estimated construction cost (minimum fee of $65.00) ,mil... P019 French drains $10.00 per $1,000.00 of Estimated value: estimated construction cost (minimum fee of $65.00) � �_ 714,2005 Fee code Description 'Fee Calculation Units # of units Fee Category 02 - Gas (Natural & LPGX) P902 Appliance gas (for each fixture, if part of the same permit application) $7.50 per fixture # of fixtures P900 Gas tank installation $75.00 per unit # of units --f P904 Gas piping 525.00 per $1,000.00 of estimated construction cost Estimated value: Category 03 - Lawn Sprinkler P028 Sprinkler system $65.00 per system # of systems P029 Zone $25.00 per zone ## of zones � P030 Head $1.25 per head # of heads P965 Sprinkler repair $65.00 per repair # of repairs Category 05 - Chemical Toilets P020 Portable toilets (temporary water closets) $65.00 per closet # of closets Category 10 - Pool, Spa, Fountain P027 Fountain piping (not pool water feature) $75.00 per fountain # of fountains P840 Pool/spa heater $65.00 per heater # of heaters # of pools P933 Pool piping - commercial $115,00 per pool P930 Pool piping - residential $75.00 per pool # of pools ' P934 Pool and spa piping - commercial $135.00 for pool/spa # of pools/spas � P932 Pool and spa piping - residential $95.00 for pool/spa # of pools/spas -P935 Spa piping - commercial $115.00 per spa # of spas P931 x- Spa piping - residential $75.00 per spa # of spas Cateri ll - Well Drilling_ P973 Supply well $65.00 per well # of wells P974 . Connection fee $65.00 per connection # of connections P986 Discharge well $65.00 per well # of wells Category 15 - Site Utilites ` P950 Lift station First $1,000.00: $75.00, each additional $1,000.00: $25.00 Estimated value: # of manholes # of feet P015 Manhole $15.00 per manhole P899 Storm and sanitary collector line $7.50 per 50 feet P831 Water and gas - main $7.50 per 50 feet # of feet Category 17 - Exterior Rough Only P970 -Water Water & sewer connection for temporary construction office trailer $75.00 per connection # of connections P971 & sewer connection for temporary sales office trailer $85.00 per connection # of connections - Category 20 - Sewer Connection P910 Sewer connection S65.00 per connection 1# of connections Category 21 Meters P850 Sub -meter installation (alc, sprinkler, etc.) First meter: $65.00, each additional: $8.50 # of meters Di 4'2405 Fee code (Description Fee Calculation (Units # of units IFee Category 22 - Medical Gas Installation P972 P979 Medical gas piping, including vacuum inlets Gas piping fee Category 23 - Foundation only P983 P115 P997 P106 P108 P914 P023 P984 Category 24 - Interceptor / Grease Traps P585 A/C condensate Back flow preventors Condensate drains Domestic pump Re -circulate pump Soakage pit Sump pump Vacuum pump P598 Grease trap Interceptor $15.00 per outlet $25.00 per $1.000.00 of estimated construction cost $65.00 per line $65.00 per unit $7.50 per outlet $65.00 per unit $65.00 per unit $65.00perpit $65.00 per unit $65.00 per unit $75.00 per unit $75.00 per unit # of outlets Estimated value: # of lines # of units # of outlets # of units # of units # of pits # of units # of units # of units # of units • Sub -total (add all fees) (min, $65.00) $ Bond $500.00 (if applicable) $ Application fee $17.00 (non-refundable) $ Code compliance fee $0.60 per $1,000.00 of estimated cost of work (not charged on linked permits) (non-refundable) $ Document preservation fee $1.00 per page or document submitted (non-refundable) $ I.T. surcharge fee 5% (non-refundable) $ IMPORTANT TELEPHONE NUMBERS B & Z RECEPTIONIST MISCELLANEOUS INFO OWNERJBUILDER INFO PLAN STATUS PERMIT COUNTER INSPECTION REQUEST CODE ENFORCEMENT MICROF ILM OFFICIALS BUILDING OFFICIAL ELECTRICAL FIRE MECHANICAL PLUMBING ZONING INFO FEE INQUIRY 305-460-5235 305-460-5265 305-569-1803 305-460-5246 305-460-5249 OR 5260 305-460-5261 (FAX) 305-460-5245 305-569-1827 (FAX) 305-460-5226 305-460-5348 (FAX) 305-460-5262 305-460-5242 305-460-5255 305-460-5563 305-460-5243 305-460-5258 305-569-1805 305-460-5253 OR 5254 WWW.MUNICODE.COM 2'14,2005 iNSPECTiOdY N!Y'M9ER CITY OF CORAL GABLES �..�. 1N6P TION CRUMMY ifr eA P rao 4. • P PA rd ra ra rA re v PrAi FrA d Arrip O50817Z8 INSPECTION REPORT 4TIMICTUR lLEZ 011°°° CORAL BAY SEC B SITE AaVR 850 LUGO AVE TYPE N436 CONTRACT° OF SHEATHING ROBERT R SMITH CONSTRUCTION C SM I TH ROBERT R PERMr NUMBER �I Tli y-INSPECTION APPLIN ION NUMMI 04060529 F'4036487 523:505i5 87 4-4651 12 PEP iL DESCR*'T 3N ADDITION (85 S . F .) , o 8SERVAT I LAN DECK, INTERIOR ALT. EXTERIOR 81 AIRS, & BLOCK UP OPEN/N(: *18.000 03083385 PROPERTY CODE 51180060250 FJ / GRACE ESCALONA 850 LUGO AVE CORAL GABLES FL 331566321 OWWNIAS NAME JOSEPH 2UMF'ANO & omm-m-A-Tauxuans I —DESCRIPTION V COMMENTS TO THE INSPECTOR - 10.11111.11. ci 1Z/Z9 jr ATE ^HEDULED ❑ STOP ALL WORK /I °01°1 ❑ VIOLATION OF ZONING LAW DATE INSPECTR? APPROVED PLAN NOT BEING FOLLOWED PERMIT NOT ON JOB APPROVED PLANS NOT ON JOB * REINSPECTION FEE DUE TO: VIOLATION OFI NOT READY * THERE IS AN AUTOMATIC REINS PELTION FEE FOR THOSE INSPECTIONS COMMENTS FROM THE INSPECTOR - 000° °°:°°°°:°i REJECTED 1°01°.4 WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. I* REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONING 460-5.245 FIRE: 460 5563 PUBLIC IC wORKS:4+ sC ^-5026 INSPECTOR NUMBCPI a 1 LEAVE OFFICE: 3. INSPECTOR COPY Ad0rArAirArAPFAPrA 4FrArrAPFAinerA ArApPrArAPP rAinrAirAriemedrAircror 6 138 i 7 X11 i510 ? Y�Y1 F' 1 = 4._ ` l ye OF CORAL GABLES INSPECT�O cA11 ORY INSPECTION REPORT 4 'OE ADDRESS 45081727 TYPE N4316,,,IF., Floor TRUSSED011°111 _---____ _- /0 T I ON C 33015:331 wRia517907 �.4$.�1 �i 2 245740974 I 00:::: 04060029 04036487 01308 38� PROPERTY COOE OWNERS NAME ADDITION (85 S.r.) IOa5ERVATION DECK INTERIOR At.i , E)(TERIOR 3T I/ ----A4-RS-r-IIr---SL-Dt;K-14P-DPEN-1-NG-MkrpSigkh-iqymrz :0:::::: 01.11111 10:::::: 850 LUG© AVE CORAL GABLES FL 331566321 4 STRUCTURAL DES RIPTIQN-INSPECTsoN - cgoioie RAY SE . sumagD 51180060250 . .E AL C IPTION W/ GRACE ESCALONA COUMENTS TO rw IN$PE rTOR 0°1111° 0 o"X-ft SCtIEDULEP STOP TiALL//WORK 000° 01°° E3VIOLAT h1 FfZ ING LAW 0°1°°°° :11.1.11/ COMMENTS FROM THE INSPECTOR: 4 APPLICATION NUMBEW JOSEPH ZUMPANO A TELkPNONE COMPITlNCY 1 APPROV REJECTED El APPROVED PLAN NOT BEING FOLLOWED ❑ PERMIT NOT ON JOB ❑ APPROVED PLANS NOT ON JOB ❑ *REINSPECTION FEE DUE TO: VIOLATION OR NOT READY WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONING: FIRE: PUBLIC WORKS: r INSGLG f act NUM®I=.R Sd UR£ 460-5245 0-5563 62-1 4 1. LEAV' E 2. OFFICE 3. INSPECTOR COPY 742_ 4,60 -seeity-=5". 0 P PrArra Ora. VA rAirAPW rA P FA rr A 1 110 9tItY OF CORAL GABLES INSPECTION REPORT SITE A AE TYPE f 4950c�pWVE Tr-HINC 00011-144-34Wrt 004 IN ECTIORI CATEGORY STRUCTURAL DESCR IPT QN-INSPECTION 05ir: «4Sti`.Y G9flTiS4� 4;614517937 RM/g�I 4 CO�UCJ�� ATSTEi�A R kuMH€H °°.°°/: c� ICY iiGC r� !o� NL&P 244112 04060529 04036487 03083385 MOPEATY CODE - R ADDITION (85 5.i`'.) .OBiERV ON OECK, I A_ 51180060250 L4�. W/ GRACE ESCALONA 850 LUGO AVE CORAL GABLES FL 31566321 JOSEPH 2LJMPANO & ❑ 0 STOP PpALL WORKpp VIOLATION OF ZONING LAW APPRO REJECTED 17/29/0'5 DATE IN5A T • APPROVED PLAN NOT BEING FOLLOW D O PERMIT NOT ON JOB ❑ APPROVED PLANS NOT ON JOB ❑ * REINSPECTION FEE DUE TO: VIOLATION oR NOT READY COMMENTS FROM THE INSPECTOR: * THFRF IS AN AUTOMATIC 265 '74 0 pF T NrPfT LI fN FF'F FIR THUMP- f N_SPFr:T J IJ 1R RF. IEr`TF WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY 0101°40 FAO FAO FAO ISO FAO FA) F, ��so��,�AN�Mnr, 46 BUILDING a ZONING: FIRE: PUBLIC WORKS: PrA 0 INsPLC TOR NUMBER S �' 460-Z 4 ,+� -5563 rA z 460-0502555 1 L iltf Y. OFFICE S. !N$PLCTQR COPY AOrArA rA OrA iii'' /../�"''.i/�'! I" FA a r SITE ADDRESS 850 LUGlO AVE TYPE N572 SETBACK -- STRUCTURAL CCNTRACTOR TRI TECH CONSTRUCTION INC ArrairArArrArAPPArArAinorovArArarierip INSPECTION NUMBER CITY OF CORAL GABLES INSPECTION CATEGOAV 04120458 INSPECTION REPORT STRUCTURAL 01°4 CORAL BAY SEC B TELEPHONE 3053744955 QUALIFIER VELIKOPOLJSKI SERGIO N PERMIT NUMBER 04060529 TEL E PNO 3873427 O.0 L. NOME 002050136 GCMPETENCY� 265659959 APPLFCATION UMBER 04036487 CdNTROL >4UMBER O 83385 0°°° 0°°°° 0°°°° PERMfr DESCRIpTiO' ADDITION (85 S.F.),OBSERVATION DECK, INTERIO ALT. EXTERIOR ST AIRS & BLOCK UP OPENING $18,000 OPEAfr CODE OWNERS NAME 51180060250 J EPH ZUMPANG & OW S MAILING ADDRESS W/ GRACE ESCALONA 850 LUGO AVE CORAL GABLES FL 331 66321 LEGAL DESCRIPTION COMMENTS TO THE INSPECTQP; DATE SCHEDULED 12/06/04 DATE INSPECTED INSPECTOR NI:MBER 000 ❑ STOP ALL WORK ❑ VIOLATION OF ZONING LAW 1::] APPROVED 1:-.1 REJECTED ❑ PPRO ED PLAN NOT BEING FOLLOWED ❑ P IT NOT ON JOB ❑ P VED PLANS NOT ON JOB * REINSFECTION FEE El DUE TO: VIOLATION OR NOT READY * THERE IS AN AUTOMATIC REINSPECTION FEE FOR THOSE INSPECTIONS COMMENTS FROM THE INSPECTOR: 000 000 000 000° 000° 0000° 000° $00° 0000° 0000 000° 000° 0°°°° RE EC E1000° 00" 0011° 00000 0°°°° 00°°° WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD 1S ILLEGAL AND SUBJECT TO FINE. *REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONING: 460-5245 FIRE: 460-5563 PUBLIC WORKS: 460-"5026 SIGNATURE 1 LEAVE AT SITE 2 OFFICE 3. INSPECTOR COPY AsorAvArA FarrAPPArrAPF APPAPFArArAirrarArvair v .4 rA P or,r4 FA P r 0,00 IWSPECTtcN WuwIt3EA CITY OF CORAL GABLES INSPECTION CATEaiAY 041z04S9 INSPECTION REPORT STRUCTURAL 850 LUDO AVE TYPE N912 ---_._ _ DESCRIPTuON•IM ePECT14N NOTICE OF CQMMENCEMEWT POSTED coNTRACTOR TRI TECH CONSTRUCTION INC QLJAInEIR. VELIKOPOLJSKI SERGIO N PERMIT MIIMRER ///11 GATE 5CFfEpULE6 ❑ STOP ALL WORK ❑ VIOLATION OF ZONING LAW f 04060529 PERMIT DE$CRIPTIO AFPLICATTc5r4 rru MB ER 04036487 CORAL BAY SEC S TELEPHONE 3053744955 'fEL1PI Tyi F 3873427 03083385 M.C:6.L. NUMaER 002050136 265659939 ADDITION (85 S.F.),OI3SERVATION DECK, INTERIOR ALT„ EX RIOR ST AIRS, & BLOCK UP OPENING $18,000 PROPERTr GQIX 51180060230 JOSEPH ZUMPAN 6741 3 MAILING ADDRESS W/ GRACE ESCALONA 850 LUGO AVE CORAL GABLES FL 3315 321 LEGAL 45ESGRIPTIQN �, 9 RS NAME ROVED PLAN NOT BEING FOLLOWED ❑ PERMIT NOT ON JOB El APPROVED PLANS NOT ON JOB E f REINSPECTION FEE D E / APPROVED REJECTED DOE VIOLATION OR NOT READY 0 * THERE IS AN AUTOMATIC RE1NSPECTI€3N FEE FOR THOSE INSPECTIONS REJECTS :OMMENTS FROM THE INSPECTOR: )RK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. 1AOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. EINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. 110°°°11111 1 ALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY WILDING & ZONING: 460-5245 FIRE: 460-5563 PUBLIC WORKS: 460-5026 IWSVECTUR NUMBER 4 SIGNATURE 1 LEAVE AT SITE 2. OFFICE S. INSPECTOR COPY o er 01111V A5(141.1C0 i1E 11 nlarl7pI41RACT LUMNS 01 FLOOR _Ran ON---C I .JaiirArAgrAirA orAriarArAPP:ArairAevArArfo INSPECTION NUINrS p CITY OF CORAL GABLES ' �''' CETNO P`+ INSPECTION REPORT STRUCTURAL SITE ADDRESS — — — — /A I 0011"°°°:, 10°00: PERMIT NUMMI C[IRAI BAY SEC R TEEPNONE lC----- APPLICATION newASE t 04O6052q - )4076_4A7 P(RrnL csgt PTIOII 2.61,01 ADDITION (85 S.F. 1 ,OBSERVATION DECK INTERIOR ALT. EXTERIOR ST ion6AORAE & DI.O -K UP -_OPENING- $18,000 CATERS NMI 0ObO2sca 5.118 Jp �II1M��9"1MPAMl1 W/ GRACE ESCALDNA B50 AMA& CPiRAL CARL FR Ft 771,56637t ComarNT$ TO THE sisUcTOIT 05/I9/Q5 ❑ STOP ALL WORK ❑ VIOLATION OF ZONING LAW APPROVED REJECTED TO:E VIOLATION OR NOT READY 15 AN AUTOIMAT I C RE I NSPECT I ON FEE FOR THOS 9 INSPECTIONS E 1NSPEIT& • o � ❑ APPROVED PLAN NOT : ING 's LLOWED ❑ FLE WIT NOT ON JOB APPROVED PLANS NOT ON JOB ❑ *REINSPECTION FEE WORII OF THIS CATEGORY MUST CEASE UNTIL APPROVED COR ' CTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. • REINSPECTION FEE MUST SE PAID BEFORE RESCHEDULING ANOTHER WIPE TION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONING,460_ 5245 INSPECTOT: NUM R A F A r ;i,NATLI FIRE: 60-5563 PySLIC WORKI480 5026 1 LEA AT IT 2. OFFICE 3. INSPECTOR COPY Ar.A/."A irr.r./r 044 i Ao rierMAWMMAirAFAFAFFAirer rNSPEcrION NUMBER CITY OF CORAL. GABLES QlI4Z3E,B IE1 wa INSPECTION REPORT AovAE� 04------yrE ' i4 L#I 3 AVE �` J0 oI TH PUJP B ING R RIwC PE �uMQ,� 5 ]1 Q5Z9 PROEATI,' 0°°°11 INSPECTION CATEGORY PLUMB I TELEPHONE 3016016.:919 APPU irION NUMBER 05037102 ADDITION (88 B.F.?•0BSERVATION DECK ' QI OWNEFlSNAM Id/ GRACE ESCALONA NAYE -CORAL GABLE -13 FL. 331-566321 01" Oggig CONTROL NLi1O! 03493386 INTERIOR ALT. EXTERIOR ST 04/27/05- ❑ STOP ALL WORK E VIOLATION OF ZONING LAW APPROVED REJECTED E DUE TO: VIOLATION coMwll iM s TC7MA TION F A OVED PL N NOT BEING FOLLOWED PERMIT NOT ON JOB /0011 APPROVED PLANS NOT ON JOB El 011°°/1 * REINSPECTION FEE //00001/ JECT DE. 4+60-8G2�S Pli°11/11 OR NOT READY FIlR THOSE WORK OF THIS CATEGOR UST CEASE UNTIL. APPROVED CORRECTIONS ARE MA REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST SE PAID BEFORE RESCHEDULING ANOTHER INSPECTION, CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONING: FIRE: 460-5245 460-5563 INSPECTOR NUMBERAiikarr AFF,Fr _ PUBLIC WORKS: AT SITE 2. OFFICE " E. INSPECTOR ArArAlrAFAr Ao A ra PrA FA 1 I P FA I Fri/ FA I ri ra TA re 011F4 1PFA FrAFAI I I FA fp NSPECT+ON N1J11SEh y CITY OF CORAL ®ARLES INIPEC'roN G� r[8 v INSPECTION REPORT _..�. S'fR!lETUPlAL OW SITE AOOR m LUGO AVE BAD h�,ero. RE SLAB MI9C. 011116641: PR +P 6 art .. CORAL BAY SEC B tatb R ADDITION (SS S.F.),OBSERVATION DECD. INTERIOR ALT. EXTERIOR ST W/ GRACE ESCALONA 000 ----7MUSTY,TTFWITIPIETn 9WN(S NA Mt ❑ STOP AL01Bia5 05 L WORK ❑ VIOLATION OF ZONING LAW Et§9L MeiSfilejTAVE CORAL GA BLEB FL 331666321 •rtii a!:f i.;art �•�Inl►__ APPROVED PLAN NOT BEING OLL ED 0/ ❑ PERMIT NOT ON JOB ❑ APPROVED PLANS NOT N JOB 0.11/ ❑ *REINSPECT N R E0 % APPROVED AleeS0 P.464‹ 767 REJECTED TO: VIOLATION NOT READY COMMEh���H s 1�S TI T ATre APE pECT I F THOS IN PELT I ONS R ,ACT 114a%O/d ist I WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CO . Ogiligi° ECTIONS RE MADE. 4 /7)(1 REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION fEf MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONING: FIRE: 460-5245 4605563 r00° INSPE DA NUMBER G/rJ �v/ ArAirrArairrAr� 1. L PUBLIC WORKS; 2. OPPICE i. INSPECTOR COPY 460-5026 ArarArAirAier ArAirArAir 0°1100 10 Ad *594331* 594331 Box No. 754 Perm.# 04060529 App-# 03086749 850 LUGO AVE. DATE: 7 -3-03 . Application # Square Footage: he City of Coral Gables • • • : PERMIT APPLICIATION 0C l ,/� J MASTER 3EI.RA'fIP #r; • • . ' ; ; :: �a.a.-as-0- 03b R • • • • • ALL OF THE FOLLOWING MUST BE FILLED IN BY APPLICANT ACCORDING TO FS 713.135 030SG ALP Type of Permit: Control # Estimated Cost S I t) ( Building ( ) Plumbing ( ) Electrical ( ) Sign ( ) Residential ( ) Mechanical( ) Roofing ( ) Zoning ( ) Misc. ( ) Commercial CONTRACTOR'S LICENSE NUMBER: C G C 0 t CONTRACTOR'S BUSINESS NAME: k Address:4 n,ci ;\ *-vt,sr city. Phone Number: 5 State: F \ Zip Code: 1 ARCHITECT/ENGINEER'S NAME: 94Ostia{ 1,494.1itT + Phone Number: 3 ctrow f 7 G C Sd Address: [ j.J LC Aar City: 5 State: ft._ Zip Code: 3 Y 036 SITE ADDRESS: :i 3 1-140! f A vgg Folio # O 3 5 (1'tf t=om G O 2 .93 - LEGAL DESCRIPTIONS: Lots 2-5- Block Section Cep *r OWNER'S NAME: .3-0-r ete#.4 <12444r -E 7—d/J(p'4 Phone Number: Address: tr /-4-' 4Ca Ave City: e -el - t- aikece State: i- Zip Code; $?i3 WORK DESCRIPTION: $,' tgloc Wl ot-pp trtoN / a) rsattif uUi4-t.6L tutret Sderierfc-Ls e. ' Application is hereby made to obtain a permit to do work and installations as indicated. I certify that no work has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating the construction in the City of Coral Gables. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING, AWNINGS, ETC. OWNER'S AFFIDAVIT: I certify that all foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. l}c eS • �..c�N .. 2-o /WO Print Name: PROP Smut. - 'ROPERTY OWNER } Signatur L FIER The foregoin instrument was acknowledged before me this Z The foregoing instrument was acknowledged before me this =LS -- day of ..T !-- 20 433 by C Ah 6 6J' day of {,►dit, 20 by S 411p,, Vey_r ►ra !G7 sir who has taken an oath and: 2- No.; 6 who has taken an oath and: ( ' is personally known to me. ( ) has produced a NOTARY PUBLIC My Commission Expires: ( ) is personally known to me. as identification ( Q has produced a Lee C Picker SeA�mber d TOOd "'. N. ARY PUBLJ . • o• eQM0f0TFiRUi obrrU c{etc My _ornpissinis Expi entificationnt WARNING TO OWNER ''' O '>` FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ELECTRICAL E No. TYPE - - ATY E00 E100 E027 E011 E009 E075 1053 E.073 F028 E012 j E013 E043 MINIMUM FEE MISC WORK A/C cEN - ?) AIC'.W{, Lt. UNIT BGLR ALARM - (CONTROL PANELS) BGLR ALARM (DEVICES) CENTRAL VACUI.IM CHILLER (tons) CLEAR V101.ATIONS COMPACTOR DEEP FREEZER DEMOLITIONS DISIIWASHER E014 1:015 1?057 E016 E010 E046 E076 E054 E038 E037 MECHANICAL M No DRYER DUCTBANK FAN FIRE ALARM/PUMP TEST _ FIRE ALARM (CONTROL PANEL) FIRE. ALARM (DEVICES) FIRE. PUMP FLUORESCENT LAMP FIXTURE LIGHT (sockets) M023 070 M094 M117 M190 M141 M164 M188 211 M223 M235 TYPE MINIMUM FEE AEC CENTRAL, TONS( A/C WALIJWNDW, TONS AIR HANDLER, TONS( ) BARBECUE BATH FAN VENTED. # BOILERS (BTU) CONDENSATE DRAIN COOLING TOWER, TONS DRYER VENTS, NUMBER OF DUCTWORK, COST OF PLUMBING P No. P013 P995 P115 P975 P976 P912 P986 P106 P940 P980 P019 P962 P027 P902 l'904 P900 P585 P598 P966 P930 P932 P112 TYPE MINIMUM FEE A/C CONDENSATE BACK -FLOW PREVENTOR. CAP FIXTURE CAP WATER/SEWER CATCH BASIN (COST) DISCHARGE WELL DOMESTIC PUMP DRA1NFIELD DRAIN (AREA) DRAIN (FRENCH) (COST) DRAIN (ROOF)(COST) FOUNTAIN GAS APPLIANCE GAS PIPING (COST) GAS TANK GREASE TRAP INTERCEPTOR MISC WORK (COST) POOL PIPING POOUSPA PIPING POOL PUMP REPI.ACE ENo. E040 E062 E470 IT :GARBAGE DISPOSAL GENERATORS, ETC E031 10 FLOOD I.1"p GIff FPL LOAD MGMT UNIT FOUNTAIN TYPE E018 [058 [077 E068 E030 E029 E019 [041 E042 E020 E022 6021 E005 E061 E033 E008 E006 HEAT RECOVERY T1_RCOM (CONTROL PANEL INTFRCOM (DEVICES') LIGHT POSTS MOTORS (IIP) MOTOR EQUIPMENT OUTLET OVEN PARKING 1.0T LIGHTS PLUGMOLDISTRIP LIGHTIN[. RA NGE?RANGE TOP REFRIGERATOR, COMM (plHP) REFRIGERATOR, DOMESCIc M446 M516 M681 M704 P961 P108 P920 P960 P910 P914 P931 P111 P96.5 P028 P029 P030 P850 P023 P973 RENEW -TEMP SERVICE REPAIR CIRCUITS RETRO FIT LIGHT FIXTURE ROUGH WIRE OUTLET SERVICE (AMPS) TYPE FIREPLACES, NUMBER OF GENERATOR HEATING UNITS, (ea) PAINT BOOTI I PIPING, FLAMMABLE LIQUID PROCESS/PRESSURE PIPING PRESSURE VESSEL, REFRIGERATOR, (TONS) VENT HOOD, RESIDENTIAL. VENTILATOR, COST PRESSURE VESSEL-UNF1RED TY PF. PUMP & ABANDON RECIRCULATE PUMP SEPTIC CONNECTION SEPTIC TANK SEWER CONNECTION SOAKAGE PIT SPA PIPING SPRINKLER PUMP SPRINKLER REPAIR SPRINKLER SYSTEM (NEW) Per Zone: P020 P970 P971 P820 P819 Per Head: QTY E No. E003 E036 E023 E055 E035 [080 E065 E045 E044 E007 E051 E060 [002 E004 [064 E063 E024 E032 E025 E026 E034 - M505 TYPE SERVICE REPAIR SIGNS SPACE HEATER SPASIHO'T "CUBS SPECIAL PURPOSE OUTLET COMMERCIAL STRIP HEATER SUBFEED S, #1 OF AMPS SWIM POOL, COMMERCIAL SWIM POOL, RES1DENTIAI. SWITCHBOARDS TELEPHONE TELEVISION/CABLE TEMP. FOR CONST. (AMPS) TEMP FOR TE.'ST 30 DAYS TEMP. TRAILER (CONSI .) TEMP. TRAILER (SALES OFC) TIME CLOCK TRANSFORMER FOR X-RAY WASHING MACHINE WATER HEATER WELDING MACH OUT (amps) TYPE REFRIGERATION (BTU) STEAM BOILER STEAMBO I I .FR -MINIATURE STEAM BOILER -HOT WATER r TY P203 P520 P637 P982 P533 P546 P559 P572 P728 P715 P624 P611 S'IORAGE TANK FOR FLAMMABLE LI - UIDS GAS MISC. WORK. TYPE BATH TUB BIDET CLOTHES WASHER DENTAL CHAIR DISFIWASHHER DISPOSAL DRINKING FOUNTAIN FLOOR DRAIN ICE MAKER INDIRECT WASTES LAUNDRY TRAY LAVATORY MISC FIXTURE SHOWER SINK QTY S1JB METER INSTALLATION SUMP PUMP SUPPLY WELL TEMP TOILET TEMP TRAILER (CONST) TEMP TRAILER (SALES) WATER CONNECTION WATER SERVICE -EXISTING WATER SERVICE- NEW WATER TO FIRE SPRINKLER P996 P650 1'663 P689 P984 P702 P992 P992 URINAL VACUUM PUMP WATER CLOSET WATER HEATER WATER HEATER REPL Received&Reviewed by: Application Approved: Permit Issued by: P991 P990 Date: Date: Date: P985 P741 RE -PIPING WATER TO AJC OFFICE ESE ONLY APPLICATION FEE PERMIT BOND CODE COMPLIANCE LIEN FEE RADON GAS C.O./C.C. FEE CONCURRENCY DOCUMENT PRESERVATION THRESHOLD FEE CONTRACTORS' FEE TOTAL FEE: $I7.00 Revisci May, 2001 CRITIQUE SHEET APPLICATION #: JOB ADDRESS: pc -0 LfJ 6 6 APPLICANT: OM PHONE #: DATE C-10 cdt7t kit) vs? COMMENTS INITIALS ?„, 464 tom. THE CITY OF CORAL GABLES BUILDING!•& ZONING DEPARTMENT BOARD DIVISION - BOA COPY RECEIPT FOR ARCHITECTURAL REVIEW BOARD FEE THE BOARD OF ARCHITECTS MEETING WILL BE HELD AT CORAL GABLES CITY HALL COMMISSION CHAMBERS ON THE SECOND FLOOR STARTING AT 8:00 AM Agenda Scheduled For 08/21/03 B.Q.A. appointment number 7 CONFIRMED for 08/21/03 Board of Architects number 25672-2 Receipt number 709314 Receipt date 08/12/03 Location of job 850 LUGO AVE Folio Number 51180060250 Proposed structure BATH ADDITION,SPIRAL STAI Estimated value 18,000 Applicant's name LEE PICKER Applicant's address 5981 HOLLYWOOD ST #209 Applicant's city, state, zip HOLLYWOOD FL, 33023 Applicant's phone number (786) 205-5868 Owner's name JOSEPH ZUMPANO & Owner's address 850 LUGO AVE Owner's city, state, zip CORAL GABLES , 331566321 Owner's phone number (786) 205-5868 COM « FEES » Resubmittal fee 001341203 TOTAL FEE Payment Amount Payment Date.......... 08/12/03 Payment Method Ckno 5281 BALANCE DUE Received By 7110\002132 Receipt No. 709314 20.00 20.00 20.00- 0.00 NOTE: FEES WITH * ARE CREDITED TO THE PERMIT COST. PLEASE RETAIN THIS RECEIPT FOR YOUR RECORDS THE CITY OF CORAL GABLES BUILDING & ZONING DEPARTMENT BOARD DTyISION - BOA COPY • •. • • .• ; '.' • . . • • RECEIPT FOR ARCHITECTURAL R !VIEk' BOARD FEE y THE BOARD OF ARCHITECTS MEETING WILL , BE-BELD AT.LOI L• d ►BI •C'iiY TALL COMMISSION CHAMBERS ON THE SECOND FLOOR STARTI NGP A k8 : Q,Q. A ,[. . •• Agenda Scheduled For 07/10/03 B.U.A. appointment number 32 CONFIRMED for 07/10/03 Board of Architects number 25672-1 Receipt number 706324 Receipt date... 07/03/03 Location of job 850 LUGO AVE Folio Number 51180060250 Proposed structure BATH ADDITION,SPIRAL STAI Estimated value 18,000 Applicant's name LEE PICKER Applicant's address........._ , 5981 HOLLYWOOD ST #209 Applicant's city, state, zip HOLLYWOOD FL, 33023 Applicant's phone number (786) 205-5868 Owner's name JOSEPH ZUMPANO & Owner's address 850 LUGO AVE Owner's city, state, zip CORAL GABLES , 331566321 Owner's phone number (786) 205-5868 COM FEES Architectural board fee 001341203 Up front permit bldg. fe'e001322110 Up front fire prevention 001329840 21.25 54.00 * 5.40 TOTAL FEE 80.65 Payment Amount Payment Date 07/03/03 Payment Method Ckno 5185 80.65 - BALANCE DUE 0.00 Received By 7110\002105 Receipt No. 706324 NOTE: FEES WITH * ARE CREDITED TO THE PERMIT COST. PLEASE RETAIN THIS RECEIPT FOR YOUR RECORDS - • ■ •`• • •.• ►• • Owner: Owner Address: Job Address: , , Date Suprrytd • • • • •• • • • • • • • CITY OF CORAL GABLES •• • • C• ▪ • • • •,• •• • BUILDING & ZONING DEPARTMENT APPLICATION FOR REVIEW BY THE BOARD DIVISION A copy of the action taken by the Board applied to will be mailed as directed below: Applicant: 1? -C 8 24- /�- P i C Telephone: JS c14r t' 6 (cam R nt5 6- l-ower604 — Board of Architects Review Preliminary Approval [ See Board of Architects Preliminary submittal checklist: see note below] Final Approval [See Board of Architects Final submittal checklist] Final without Preliminary Approval [See Board of Architects Final submittal checklist] MediterraneanAppraval [See Board of Architects Final submittal checklist] Preliminary Review Committee Interior Only/Administrative Concurrency/Committee Review Board of Adjustment Review [Submit Board of Adjustment Supplementary form] Variance Appeal Ruling/Interpretation Approval Proposed Structure: iStifibteaki All fTTOIJj W-cD ) "remer -4 S'7 (izeow Est. Cost $ r l&Z) [Residence, Duplex, Addition, Sign, etc.] r s if 2- 0 (k _eitL00 Owner Telephone: 5--O co M16 e h- -- g5J c MI ,305-.27-47 n(i Legal Description: Lot[s]: Project Architect: Block: Section: PB/PG: Architect Telephone: Date[s] of previous submittals and actions: 7 e:"3 NOTE: Plans for preliminary approval with an estimated construction cost exceeding $25,000.00 will be deferred for a week in accordance with Section 23-5[a] of the Zoning Code, for posting of the property. See the "Board of Architects Policies and Procedures Manual" for information on the required submittals documents, and Section 22-4 of the Zoning Code. Check with the Building & Zoning Department for values in cost per square feet to be used in calculating cost of projects. Projects located in Cocoplum 2 or Gables Estates must have a stamp of approval from the "Local Board of Architects" prior to submittal to the Coral Gables Board of Architects. Plans submitted to this office are required to be picked up in the Building & Zoning Department, by the applicant, within fourteen [ 14] days after the Board of Architects meeting unless the plans have received final approval by the Board of Architects in which case, they will automatically be processed by a building permit. Plans which are not picked up within [14] days will be discarded. The information provided herein is true and correct, and the application is being submitted with all of the documents necessary for review by the appropriate Board and the Building & Zoning Department. I understand that failure to provide the information necessary for review by,he apprelpriate Board may cause my application to be deterred without review. Applicant [Signature]: Date: e- [ •- • • • ■ • i • ,• wi• ••• • • CITY OF CORAL GABLES •' BUILDING & ZONING DEPARTMENT • APPLICATION FOR REVIEW BY THE BOARD DIVISION A copy of the action taken by the Board applied to will be mailed as directed below: Applicant: e(cC- - 671 c iJ4 i (s rcyd yrt '!t zoill Board of Architects Review Preliminary Approval Final Approval Final without Preliminaryry Approval MediterraneanApproval Preliminary Review Committee Interior Only/Administrative Concurrency/Committee Review Board of Adjustment Review Variance • • • Date Submitted • i .• • • • • • • • • •;• 000 • •• •;• Telephone: 7 f' 5-- -.CAS [ See Board of Architects Preliminary submittal checklist: see note below] [See Board of Architects Final submittal checklist] [See Board of Architects Final submittal checklist] [See Board of Architects Final submittal checklist] [Submit Board of Adjustment. Supplementary form] Appeal Ruling/lnterpretation Approval Proposed Structure: A-Odt, tc3 1 hc3tD t $ &J 14/, time- o+ Est. Cost $ /1 [Residence, Duplex, Addition, Sign, etc.] Owner: bS'+EPI ±& IC'GE Z J M effej 0 Owner Address: Job Address: Owner Telephone: 7d-4, Z4S' 1 el? i—da.o 6 r-e-t-rtr-. Ono c_61' Fe- 35(5] "co wro AA /-ega] Description: Lot[s]: Z-'5- Block: 3 Section: C0 9-A4'- Biter fa, PB/PG: Project Architect: Po -61541-1- e9 ie Architect Telephone: 3i05-,..2-47 ("SZ Date[s] of previous submittals and actions: NOTE: Plans for preliminary approval with an estimated construction cost exceeding $25,000.00 will be deferred for a week in accordance with Section 23-5 [a] of the Zoning Code, for posting of the property. See the "Board of Architects Policies and Procedures Manual" for information on the required submittals documents, and Section 22-4 of the Zoning Code. Check with the Building & Zoning Department for values in cost per square feet to be used in calculating cost of projects. Projects located in Cocoplum 2 or Gables Estates must have a stamp of approval from the "Local Board of Architects" prior to submittal to the Coral .Gables Board of Architects. Plans submitted to this office are required to be picked up in the Building & Zoning Department, by the applicant, within fourteen [14] days after the Board of Architects meeting unless the plans have received final approval by the Board of Architects in which case, they will automatically be processed by a building permit. Plans which arc not picked up within [ 14] days will be discarded. The information provided herein is true and correct, and the application is being submitted with all of the documents necessary for review by the appropriate Board and the Building & Zoning Department. I understand that failure to provide the information necessary for review by the appropriate Board may cause my application to be deferred without review. Applicant [Signature]: Date: 7 3 03 ZONING CRITIQUE SHEET APPLICATION # 03086749 JOB ADDRESS: 850 LUGO AVENUE APPLICANT: ROBERT BARNES PHONE# (305) 247-6150 ZONING REVIEWER: SEBRINA BROWN PHONE# (305) 460-5254 DATE: 10/05/03 COMMENTS: 1. Identify covered roof area shown on left side of building on survey. 2. Provide dimensions for existing porte-cochere. 3. Provide dimensions existing covered terrace. 4. Provide dimensions for existing second floor. 5. Mechanical equipment encroaches in side setbacks. 6. Must show mechanical equipment on site plans with dimensions (Note: Screening may be required based on new location). Frame construction is prohibited. (Note: All exterior walls must be constructed of concrete or matena s liste in Sec. 21.1 of the coral gables ' zoning code). -1 -4�S 411404 8. Stucco and metal lathe is prohibited. 9. Must note on plans established grade for building height. 1 [!.Zoning calculations pending items #1, #2, #3 & #4. 11. Further review required. DATE: 03/31/04 COMMENTS: 1. Refer to original comments #1, #2, #3, #4, #5, #6, #7, #8, #9 & #10. 2. All comments must be addressed prior to re -review. 3. Further review required. STRUCTURAL CRITIQUE SHEET APPLICATION #: JOB ADDRESS: ENGINEER: 04036487 850 Lveo Avenue J. Erdozain, P.E. PHONE 305 - DATE: 6 -Apr -04 By: Dario Gonzalez, M.S., P.E. COMMENTS: 1) Revise spiral stairs such that hand railing is on right side when descending. 2) Suggest adding vertical support between top and bottom chords directly over built up wood beam. See section ZONING CRITIQUE SHEET APPLICATION # 03086749 JOB ADDRESS: 850 LUGO AVENUE APPLICANT: ROBERT BARNES PHONE# 305 247-6 .0 ZONING REVIEWER: SEBRINA BROWN PHO E# (305) 460-5254 DATE: 10/05/03 COMMENTS: 1. Identify covered roof area shown 2. Provide dimensions for existing 3. Provide dimensions existing 4. Provide dimensions for exis 5. Mechanical equipment enc 6. Must show mechanical equi Screening may be req red 7. Frame c f nstruc on is , a co ct r of ncrete mg cod 8. 9. cco and ust note on oning c . cul at her r vi - side of building on survey. -cochere. d terrace, cond floor. s in side setbacks. t on site plans with dimensions (Note: sed on new location). ted. (Note: All exterior walls must be materials listed in Sec. 21.1 of the coral gables is prohibited. tablished grade for building height. pending items #1, #2, & #3. uired. STRUCTURAL CRITIQUE SHEET APPLICATION #: 03086749 JOB ADDRESS: 850 Lugo APPLICANT: Robert Bar Ls PHONE:305- DATE: 13 -Sep -03 By: Dario COMMENT 1) : ovide comp t set of -nu al calculations for this project. No further review at this Po erd i re``'v 'v,-) /tit_ ,u► ofmo 4)--/ AILAA- (2-(1A) �) ,.�, POIrCi cove05!kl,wCo3 REPRINT CITY OF CORAL GABLES BUILDING & ZONING DEPARTMENT BOARD DIVISION RECEIPT FOR ARCHITECTURAL REVIEW BOARD FEE THE BOARD OF ARCHITECTS MEETING WILL BE HELD AT CORAL GABLES CITY HALL COMMISSION CHAMBERS ON THE SECOND FLOOR STARTING AT 8:00 AM Agenda Scheduled For 03/11/04 B.O.A. appointment number 13 CONFIRMED for 03/11/04 Board of Architects number 25672 Receipt number 723488 Receipt date 03/02/04 Location of lob 850 LUGO AVE Folio Number .. 51180050250 Proposed structure TAKEOVER FOR A#03086749 Estimated value 18,000 Applicant's name LEE PICKER Applicant's address 5981 HOLLYWOOD ST #209 Applicant's city, state, zip HOLLYWOOD FL, 33023 Applicant's phone number (786) 205-5868 Owner's name JOSEPH ZUMPANO & Owner's address 850 LUGO AVE Owner's city, state, zip CORAL GABLES , 331566321 Owner's phone number (786) 205-5868 APPROVED Not valid unless bearing cashier's official endorsement. COM «C FEES >] Resubmi tta I tee 001341203 20.00 TOTAL. FEE 20.00 Payment Amount Payment Date 03/02/04 Payment Method CkNo 5584 20.00 - BALANCE DUE 0.00 NOTE: FEES WITH * ARE CREDITED TO THE PERMIT COST. PLEASE RETAIN THIS RECEIPT FOR YOUR RECORDS APPLICATION #: JOB ADDRESS: APPLICANT: DATE CRITIQUE SHEET 040S64bi PHONE #: COMMENTS INITIALS CI° IrIA-Liefsi 4-1-(4244-)erc-- Ciedrkez-Nut-oft- ge-i°0/zr a PiUakuJ Pwt clitf Pier61.P1-0 kze,* ovsfkoce.1 6,643ra,i4Jel-- P-LATecloreA}Faop ►24? -4 �J 9 1,UrS I btu- 6kt° 4160 p -o4- 4/2,40re- 15M1'l5 (63). fit, coNw ec 1Serk- C ic~ 41; `%tom. C; Pir-kik kw cZv vel PA(11144-- AwC44-00-Milf-le afer4„ Sid' P12-0 g:r 4K.- ib f P,'wvkevo S-f,(-q1oa) ��t71.aplz c!eckat-141- roc iAj F;• l46-70 -n �41,10crt6 CE5 Pephic, 6-dertive-Ar-fic foci- Lk)) itxt-e*/ f3irt/fi"l Gin— re) R- A0(J- jD ip__64) N D pt,coR- wow t5-�ih✓l.P f Pf-174-1.- EIC[.F r-c\iL c0PTrJB Itrctt Pc Imo- r A 9v1 -4_41W0 APPLICATION #: JOB ADDRESS: APPLICANT: DATE CRITIQUE SHEET 0+0 SCa*S-T PHONE #: COMMENTS INITIALS C4t, .o L's' tto (1 ° 1 Tirliti% 0710-45 )r-ov--141* ikAdt) J GAD LOA-01& 1, (Ca) sisoe rL aiC)O fro pfe Ali AM7 (144u ( Gilic 7714,05 c2 copi o (2-(4.0 v toK, Foe- to Vf44. 1c /1/p r - a Pre,GtiL 1.0 0*(e-g 0 0 s3 w -121201,- 095r4„,44-___11.0 Tk s rz- b 174-60 (2-0-41,tg Erdozain Consulting Engineers latorporated Post Office Box 924040 Miami Florida 33092 Phones (305) 246.3472 Fxi (305) 241-1258 May 25, 2004 Mr. Peter Iglesias, P.E. Coral Gables Building department 405 Biitmore Way Coral Gables, Florida 33134 Re. Zumpano Addition and Observation Deck 850 Lugo Avenue Coral Gables, Florida Application # 04036487 Dear Mr. Iglesias: We have reviewed the structural comments regarding the above referenced project and the following is our response. The item number refers to your number on the comment sheet. 1. Pile note and reference to the geotechnical report have been provided on S-1. 2. File cap design has been provided in the calculations on page 11A and detail with regard to the pile cap is provided on S-1. 3. The new slab has been connected to the existing slab and detail is provided on Section. B on S-3 and on Section C on S-4. 4. The new tie beam has been connected to the existing slab and detail is provided on Section B-2 on S-4. 5. Spiral stair foundation plan has been reviewed and edge distances adjusted. 6. Rafters framing over the addition have been revised. 7. Hooked bars have been shown in reinforcement detail. 8. Connection of W8 has been detailed in Section A on S-3. The supporting wood beam has been checked for the additional load. Steel plates have been added to the wood beam for additional strength. 9. The roof beam has been reinforced and detailed on 5-2. The additional loads have been calculated on calculation pages 6 and 7. The entire wood beam has been reinforced throughout since it appears to have been under designed. 10. Truss calculations have been added to calculations. Plywood joints have been designated on the truss elevation drawings on 5-4. 11. Hold down bracket detail has been modified on 5-2. 12. Framing for observation deck has been provided on Roof Plan on 5-2. 13. Support has been provided for the hand rail in the perimeter angle at the observation deck. The note on Section A on page S-3 has been modified to reflect this. 14. Shop drawing notes have been provided on 5-1. Should you have any questions or comments, please do not hesitate to contact this office. Very Truly Yours, Erdozain Consulting Engineers, Inc. ack Erdozain, P.E Oh AVEN UE LUGO Center of Secti on ,18-55--41 89'41'90" E 1912.35' at 3 Power Pole 0 10.36' 24 4 Wa ter a` ❑ M ete r 100.00' N 89'41'304 E 30.50 // One Sto ry CBS House Floo r EIev14. 18' //////// CANAL 2 0 pr m Ilia o0, 9' 0 0 SKETCH OF SURVEY 2;mmimin2° 26 EL EVATIO NS FLOOR ELEV. = 14.16' A/C SLA B = 12.50' GROU ND = 11 .90' ROAD = 6.88' FLOOD INSURANCE INFORMATION COQ NUMBER 120639_ PANEL NUMBER 12025CO278 3. DAVE or FIRM: 2 MARCH 1894. INDEX DATE 17 JULY 1995. FIRM ZONE: VE BASE FLOOD ELEVATION: 14 .0` CITY OF' CORAL GAHL] SU'RVEYOR'S NOTE TREES NUMBERED 1 THROUGH 18 ARE LISTED ON A SEPARATE TREE LIST ATTACHED. SURVEYOR 'S CERT/FICATE I HEREBY CERTIFY THAT THIS SURVEY I EETS THE MINIM UM TECHNICAL STANDARDS S1s T FO BY THE FLORIDA BOARD OF LAND SURVEYORS AND MAPPERS . URSUA NI` TO SECTION 472,027 7 F.S. AND 61 - 6 F A.C_ 21 22 23 LOCATION S 't SCALE 1° -200► LEGAL DESCRIPTION 1LOT 25 BLOCK 3 OF THE PLAT OF "CORAL BAY SECTION B" AS RECORDED IN PLAT BOOK 65 PAGE 115 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA ADDRESS: 850 AVENUE LUGO SECTION 18. TOWNSHIP' 55 SOUTH, RANCE 41 EAST , 111ami-Dade Cou nty Foli o = 03-5118-006-0250 CITY OF CORAL. GABLES 24 CANAL AYBNUE LUGO AVE 1 ESAN P. 'RO CAN AL SURVEYOR'S NOTES '' BOUNDARY SURVEY WAS PERFORMED 14 JUNE 2003 . * THE ORI GIN OF BEARI NGS WAS PE R THE PLAT AND USING THE CENTERLINE OF AVEN UE LUGO AS N89'41'30.K • ELEVATIONS ARE N. G. V. D. OF 1929, BM WAS A DADE COUNTY BENCHMARK (C-318), LOCATED AT SW 237th AVE NUE AND SW 126th STRE 7 (AVENUE LUGO), B RASS DIS K IN CONCRETE SEAWALL ELEVATION 4.07 FEET . " UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR MAP I5 FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. ' TP IS A VIOLATION OF THE FLORIDA ADILI WJSTRATIVE CO DE TO ALTER THIS SURVEY WITHOUT THE WRITTEN PERMISSION OF THE SU RVEYOR AND/OR JAMES HEADMAN & ASSOC., INC. JAIL E T' t MAN P. I, 3. NO . 2997 LB 00034 ciiJAM ES BEADMAN AND ASSOC.. INC . 11501 SW 57th TERRACE MIAMI. FL 33173 Ph 305/252-0741 Fax 305/595-5$, 4 BOUNDARY S JOSEPH ZUM] 1 O F 1 LOB No.: 4776 I .EVIL ENGINEERS -0 NSULTING ENGINEERS ATLANTIS ENGINEERING & TESTING, INC. FLORIDA CERTIFICATE OF AUTHORIZATION No.: 1899 374 N.E. 56TH STREET MIAMI, FLORIDA 33137 Sheet 1/2 Mr.Joseph I.Zumpano 850 Lugo Ave. Coral Gables , Fl. 33156 . ..• •• •. • . ▪ . 'PHONE (305) 756-6230 • AX (305) 756-6248 TESTING LABORATORIES INSPECTION SERVICES .•.• .• • ■ • • • . • • .. • F.• • • . ■•• • ORDER NO. 1765.1 February 9 , 2004 RE : Proposed Bath Addition at the Zumpano Residence 850 Lugo Ave.,Coral Gables , F1. Dear Mr.Zumpano • . ... • • As per your request and authorization we reviewed the results of the test boring that we performed today at your above referenced residence site and as such , we are offering below our recommendations to your structural engineer , Erdozain Consulting Engineers,Inc./Mr.Jack Erdozain ,P.E. ,for his use , in the design and site preparation procedures for the foundation and ground floor slab of your proposed bath addition . -The test boring performed today revealed some 13 feet of fill/marl/muck deposits followed by a deep limerock layer . The test boring was perfomed as per ASTM D-1586 , "Penetration Test and Split -Barrel Sampling of Soils" 'and extended to 25 feet below the surface . The water table was encountered some 8 feet from the top . The solution of replacing the top 13 feet (thefill/marl/muck deposits) with clean , well -compacted structural fill is impractical , as such an excavation will jeopardize the stability of the existing residence . Support therefore for the foundation of the proposed bath addition is to be provided by piles , and this case pin piles . Our recommendations for FOUNDATION for the addition are PIN piles 3 in.ID/3.5 in. OD , Galvanized , Schedule 40 , with 2 *5 bars inside and filled with 4000 psi grout . Maximum Design Capacity per Pile : 5 Tons in Compression , 3/4 Ton in Tension Piles shall be driven to 18 feet below present backyard elevation HOWEVER some adjustments may be done in the field . Piles shall be connected at the top with a grade beam and the ground floor slab shall be designed structural . resting on this grade beam . (Continued) .IVIL ENGINEERS ONSULTING ENGINEERS Mr.Joseph I.Zumpano ATLANTIS ENGINEERING & TESTING, INC. FLORIDA CERTIFICATE OF AUTHORIZATION No.: 1899 374 N.E. 56TH STREET MIAMI, FLORIDA 33137 Sheet 2/2 •tee •' • • •• . a PHONE (305) 756-6230 • FAX (305) 756-6248 • • . . • • TESTING LABORATORIES INSPECTION SERVICES •. •� • •.. ■.• • • • ■ ORDER NO. 1765.1 February 9 , 2004 . . . • . ..• • • • . RE : Proposed Bath Addition at the Zumpano Residence (Continued) Please have all above incorporated into your structural/permit drawings and do not hesitate to call us if you have any questions on the above . Copy : Erdozain Cone.Eng. C'VIL ENGINEERS f"`" )NSULTING ENGINEERS CLIENT PROJECT PROJECT LOCATION ARCHITECT ENGINEER REPORTED TO COPIES SENT TO Dear Mr.Zumpano ATLANTIS ENGINEEERING & TESTING, INC. FLORIDA CERTIFICATE OF AUTHORIZATION No.: 1899 374 N.E. 56TH STREET MIAMI, FLORIDA 33137 • ' • 0 • . «. ... ... . • PHONE (305) 756-6230 ' FAX (345) 756-6248 TESTING LABORATORIES INSPECTION SERVICES * ••• • Mr .Joseph Zumpano Order Flo. : 17E5,1 850 Lugo Ave./Coral Gables.Fl. 33156 • Proposed Bath Addition 850 Lugo Ave. Coral Gables . F1. Not Given . Report No.: 1 Total No. Holes 1 Date 2-09-04 Erdozain Consulting Engineers ■ Inc ./J.Erdozain,P.E. Mr.J.I.Zumpano (Client) LabNo B-1441 Client (1) Engineer (3) As per your request and authorization we conducted one soil boring at the above referenced project site (your residence) . The field work was done with an ACKER make drill rig . Disturbed samples of the sub -soil strata were obtained using a two -foot ,split -spoon sampler having a two inch outside diameter . The sampler was advanced with a 140 lb hammer at a drop of 30 inches and blows were recorded at six inch intervals (ASTM D-1586) . This report presents the factual information obtained from the sub- surface at the location and depth of the boring with no recommendations of any kind . See separate report for that . M a mutual protect on to the Owners and ourselves, the Engineer in the of structures. San -pies are retained for a maximum period of 2 months of Clients, and authorization for publication of statements, conclusions Form No. 2 (Rv. 11/02) Respectful) check this re ection lo Clients cts from or regarding our th 7 FL. subrnit<- `; to the purchase of property, or designing elves, all repo .. are submitted as the confidential property pending our written approval_ 4 This Form Conforms io ASTM-D1556, D2113 CIVIL ENGINEERS C. NSULTING ENGINEERS PROJECT: ATLANTIS ENGINEEERING & TESTING, INC. FLORIDA CERTIFICATE OF AUTHORIZATION No.: 1599 374 N.E. 56TH STREET MIAMI, FLORIDA 33137 TEST BORING REPORT • • PHONE (305) 756-6230 • : • PAX (305) 756-6248 TE'STIIAG LABORATORIES INSPECTION SERVICES • • . . . . ... ..ORD NQ: 17k5.1 LAB NO: B-1441. Proposed Bath Addition at the Zumpano Residence -850 Lugo Ave. ,Coral Gables, Fl HOLE NO.: 1 HOLE LOCATION: A mil'Qpns d Additi��r�1 i e i ieyara i, GOZUND ELEVATION: Existing , Not Gwen DRILLING STARTED:9 : 00am , 2-9-2004 COMPLETED:1 1 s O0am, 2-9-04 SUPERVISED BY• M. Bennett DRILLING CREW: M. Bennett W. Bennett WEATHER: Sunny REMARKS' bepw Esavetonre. on spool par 6in. penatr. pwev, .N.valu, Sant* Log DESCRPTION OF MATERIALS Niw� Harrow i on 1.0 .5 2.0 .5 3.0 .5 4.0 .5 5.0 .5 6.0 .5 7.0 .5 8.0 3 .5 9.0 .5 10.0 .5 11.0 .5 12.0 .5 13.0 .5 14.0 C .5 15.0 4 6 6 10 11 16 14 12 ' 12 13 13 4 3 3 3 3 4 3 7 8 6 6 10 27 25 6 7 14 rI, r .W. •. : „p" i • ,r- . ;^^F�, di -t _l -• it It'- _- '� rt��`, i -rta •' 7 4: ♦''u Limerock/Sand FILL 1 5 10 SAME 2 14 lb SAME _ 3 42 32 SAME 4 12 12 Dark Brown MARL 5 19 20 !+ - MUCK and MARL 6 36 32 SAME AS 46 35 SAME AS #7 73 72 n` CASING: 3.0 SAMPLER: 2.0 in O.D. 1.5 HAMMER WEIGHT CASING 140 in O.D. 278 in I.D. CASING DEPTH: 20 f t . in I.R. TYPE: Split -Spoon lbs. SPOON 140 Ibs. HAMMER DROP: CASING 30 in SPOON 30 in. WATER LEVEL: 8+ ft. BELOW SURFACE AT 11:00 am DATE 2-09-2004 As a mutual protection to the Owners and ourselves, the Engineer in the Owners behalf shall check this report with the samples submitted prior to the purchase of properly, or designing tj of structures. Samples are retained for a maximum period of 2 months As a further protection to Clients, the Public and our selves, all reports we submitted as the confidential property of Clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Form No. 2 (Rv. 11/02) This Form Conforms to ASTM-D1566, D2113 CASING TYPE B -X -F -W R1GTYPE ACKER c. /IL ENGINEERS INSULTING ENGINEERS ATLANTIS ENGINEEERING & TESTING, INC. FLORIDA CERTIFICATE OF AUTHORIZATION No.: 1898 374 N.E. 56TH STREET MIAMI, FLORIDA 33137 a ■•. • • • • • • • • 'HONE (305) 756-6230 FAX (305) 756-6248 • • a TI'STI'NG LABORATORIES INSPECTION SERVICES • • • • • .•. ,act a. OREM ND: 17§5.1: TEST BORING REPORT LAB NO: B-1441 PROJECT: Proposed Bath Addition at the Zumpano Residence -850 Lugo Ave. , Coral Gables, F1 HOLE NO,: 1 HOLE LOCATION: At proposed Addition site (S i dey a rd ) GCRUNDELEVATION: Existing . Not Given DRILLING STARTED:9 L00am, 2-9-2004 DRILLING CREW: M.Bennett COMPLETED:3,1 : 00am. 2-9-04 SUPERVISED BY: M • Bennett W. Bennett WEATHER: Sunny • REMARKS. Q Et•verlanrtt panels -. R4 Pitney. - value DESCRPTION OF MATERIALS Nurr .r Ifamm•r s�"'e on CasIN 15.5 16.0 .5 17.0 .5 18.0 .5 19.0 .5 20.0 •5 21.0 .5 22.0 .5 23.0 .5 24.0 .5 25.0 15 17 20 20 38 42 45 45 43 44 46 46 48 50 37 87 90 Pale Yellow Limerock 7 I 8 8 70 75 81 84 87 !!� IiiI.' .�>��_ I irrahF I�t irn�l "Mi IiI� pllt is SAME SAME IlfJl�, SAME Ill/ihi ; END OF BORING CASING: 3.0 SAMPLER: 2.0 HAMMER WEIGHT: HAMMER DROP: in 0.D. 278 in 0.D. 1.5 CASING 14o CASING 30 WATER LEVEL: 8± in I.D. CASING DEPTH: 2Q _ft. in ID. TYPE: Split —Spoon lbs. SPOON 140 in SPOON 30 ft. BELOW SURFACE AT 11:00 am Ibs. in. CASING TYPE RIG TYPE B -x -f -W ACKER DATE 2-09-2004 Asa muival protection to the Owners and ourselves, the Engineer in the Owner's behalf shall check this report with the samples submitted prior to the purchase of property, or designing of structures. Samples ere retained For a maximum period of 2 months. As a further protection to Clients, the Public and our selves, alt reports am submitted as the confidential properly or Clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending ow written approval. -Form No. 2 (Rv. 11)02) This Form Conforms to ASTM-01586. 02113 1 1 I hereby certify that tie .l • FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION . `. . FORM • 130(iC-4i Residential Limited Applications Prescriptive Method C SOUTH i• 8 9 Email k'dPobns. Reeurdians & Building Systems . • • OirroramitimatbdCel Omer 6ahePadeGem Elltency C.cde nay bedeco-mad la! tie weelForm6C -3l la abibats agOsaiere feet alees. sae- ksstalemoarwaosimnv:eosso was.aid MINIM beadle ardRAlllenkradar= th* meet dewetra+ioedSaadtftrescmtee ofFrm6d801a60®A-Os PROJECT NAME` u1MtPA-^10 -- • AND ADDRESS: OWNER: pn..4 GA-aGer. mot. BUILDER: PERMITTING OFFICE: C xwl PERMIT NO. 1 I i . • • CLIMATE ZONE: 7; • 8 * --r JURISDICTION NO- 1+) • LL I0 XC E ?r.�1+Ri l�lrrt JAL L ACCl1KDNS TO at5TP G RE&OENCES ISM Square teeter lineal odtiteeed veer. =tescroete requrements in awes aC-I.3C-2 and 5,•s apery cry to be car Deems of die a=cre T< a•_ °mss r puking. Sam tame; cocain anthem beedngeagrenie ylevelsmustbemaoakwrenatsrnaxone:leosaec5rasly serve Steaddaana;star; =No sscxlm:toswrdspre l'asconerrs Seealagtmxidietredstag Iran net a directed mraw-mua m'e+efs. RENGVAT:QVS tResar naafi Sta1dirq . rdeqaing rerovattons oosingrnore WPM': :t -? stessw +3Yr@ ot't+e Wag Prestripererequrerrsea nTables + l ersd6C 2 applyot (7 lactaroveo txt r wee Nog rerraraed or replaced. 'A P,t:JFF.C"..REC 4°vME3 MO EU1Lr NG'S Only ye- a:ec::r-Ca•ers and features are covered bytes lom SULCL'IGSYSTEMS Camay when =oleo new eysi oairsraisc. Please Print c 1. Renovation, Addition, New System or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 8. Glass area and type: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab -on -grade (R -value) b. Wood, raised (R -value) c. Wood, common (R -value) d. Concrete, raised (R -value) e. Concrete, common (R -value) 9. Wall type and insulation: a. Exterior:. 1. Masonry (Insulation R -value) 2. Wood frame (insulation R -value) b. Adjacent: 1. Masonry (insulation R -value) 2. Wood frame (Insulation R -value) c. Marriage Walls of Multiple Units` (Yes/No) 10. Ceiling type and insulation: a. Under attic (Insulation R -value) b. Single assembly (insulation R -value) 11: Cooling system' (Types: central. room unit, package terminal A.C., gas, existing. none) 12. Heating system": (Types: heat pump, else. strip. natt: ai gas. LP. gas; gas h.p., room or PTAC. existing, none) 13. Air Distribution System': a. 13acicflow damper or single package systems' ,.Yes(No) b. Ducts on marriage walls adequately sealed' Yes)No) 14. Hot water system: (Types: elec., natural gas, otter, existing, none; k Pertains to manufactured Horses with site installed ccrspanerts. . ,ri r)/ no") 2. ...Cr-t? 4. `11 Singfe Pane Double pare 6a. 7. 0 sq. ft. sr:,. it. 6b. sq. ft. sc. r. 7. 8a. 8b. 8c. 80. Be, R= R R= R= R= 9a-i R= _ 9a-2 • 9b-1 R= 9b-2 R= 9c • .• e. • 10a. R= • lob. R= !a Oa Oa 1.1:.- Type: E xJjT /N SEER/EER: 12. Type: S . S ''r /Yr HSPFICOPIAFUE: 13a l/0 13b. A t/A 14. Type: '(TfN4 EF: ..•• • • w •. • .. • • . and pecitic!pvnt dvesed y die Calculation are in compliance with the PReP RED err: ► '�is QAT it corrtplyBrt t�ti]e Ftarlaa yrergy Code. I hereby cattily FLORIDA 8 - BUILDING DATE Review of plans and spealicelions covered by ants aC-ra7C+'t r'^r:ates compliance •aith the Florida Energy Code. 3etore i Cnsuuceon s c r:cte!eo s guiding sell be inspected lor cbmaterrce in accordaPCe with Seaton I..531.2(.9. ' S- 9U1LD NG aFPC:AL DATE: 13.205 Climate Zonal 7 8 9 • 5. s 5 +^ • . MELEE -1: Pf -'"�CAM1TJE REQUIREMENTS FCR SMALL A17DWT70NS {BM 5q. Ft and Lest, RENOVATIONS TO EOM fl PG BUILDINGS AMC SITE•iNSTA LLEO COMPONENTS OF MANUFACTtli ip NOMES.: • . .• . • . COMPONENT MINIMUM INSULATION INSULATION INSTALLED n il Ccncrate Block Frame, 2' x 4' Frame, 2' x 6' Common, Frame Common, Masonry R-5 R-11 R-19 R-11 R-3 R -• I g GE ICINGS Under Attic Single Assembly; Enclosed Frame Pans Single Assembly; Open Common. Frame R-30 R-19 R-13 R-10 R-11 R- 0Metal in ir a.n in -.1 Stab -on -grade Raised Wood Raised Concrete Cn ommon, Frame No Minimum R-11 R-5 R-11 0 In unconditioned space in conditioned space R-6 No minimum g'" 6c, EQUIPMENT MINIMUM EFRCIENCY INSTALLEICI • EFFICIENCY Central A1C • Sirt SEER = 10.0 SEEiii.= i= i •Single Pig. SEER = 9,7 •+:SEER. .-+ Room unit or PTAC EER = 8.5" EFi9 =(er Electric Resistance ANY i Heat pump • Spin - Sini�ie Pkg. HSPF HSP'F = = 6.8 6.6 HSPF = HSFF = a Room unit or P"111-r'P COP = 2.7' HSFFJ . COP �n Gas. natural or propane AFUE _ .78 AFUE _ Fuel Oil AFUE = .78 AFUE = I HOT WATER • Electric Resistance EF = .88 EF Gas: Natural or L.P. EF = .54 ••EF . FuelOi1 EF _ .54 EF . • • s.. Tad* &3.6.7 ENfENTS FOR G1Jt35 AREAS IN ADOI7ICNS ONLY Maximum percentage glass to EWcr area allowed is selected by Noe, ov,►rhano length, and solar feat gain coefncent. Maximum%3 = ao Installed % = 3. GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% 1 UP TO 30% UP 7D 40% UP TO 5O% Single Double Single 1 Double Single Double • Single Double niFf - .SHinn (1H - Si -+(C , CH - RI-1fnC , OH - SH141 CH - RHnir i H • SH'CC"< , t')H • Si -flint ilia . SHS=f" 1'- .87 0'-.75 0'- .78 2•- .87 1.- .75 0'-.57 1'- _78 0'- .61 3'- .87 2'•.75 T•• .57 0'-.39 2-• .78 1'. .61 0••.44 d'• .87 3'-.75 2--.57 1'-.39 3"..78 2'•.61 1`• .44 0"• 35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .87, double clear SHGC = .78, and single tint SHGC = .75. TADLE 6C-3 1 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS "7." I CH CK Exterior Joints & Cracks , 606.1 To ¢g caulked, gasketed, weather-stripped or otherwise sealed, • •. Exterior Window' & Doors( 606.1 Max. 0.3 cfmisq,rt. window area; .5 clmfsa.ft. door area. •,,; 1 v` Sole & Top Plates 806.1 Sole plates and penetrations through top plates of exterior walls must be sealed. • V. e„ Recessed Llghting 606.1 Type IC rated with no penetrations (two alternatives allowed). . 'f/e ■ Multi -story Houses 606.1 Air barrier on oerfineter of floor cavity between floors, •: • N14 Exhaust Fans 606.1 Exhaust tans vented to unconditioned spate skald have dampers except for combustion.., devices with integral exhaust ductwork. • • * . • Combustion Heating 608.1 ra :• Combustion space and water heating systems must be provided with outside combustion air. • a ceot for direct vent appliances. • /Y/AI Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breakeritflati'tfE). rn or cutoff {p 51 upt be orovided. E 1ernaf rr mitt -in heat !rat] required for vertical ilia risers, • • • .,j Swimming Poole & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must haws a • pump timer. Gas sea & 0o01 heaters must have minimum thermal efficiency of 78%. • e.' ,_ lY�4 Hot Water Pipes 612.1 Insulation is required for hot water circulatin, systems in udh1g heat recovery ur itsl- 9hower Heeds 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PS G. HVAC Duct Construction, Insulation & Installation 610.1 MI ducts. fittings, mechanical equipment and plenum chambers shalt be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section 810.1. Ducts in attics must be insulated to a minimum of R.6. of MAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. 0f+IFx -OircrriONS_ I. Cn Taye 6C -I ni5w;e f e Rnak a al d evrstlaarri berg added h east component all Me dticenni gyres of ate ycnone•,i Meng ons ct . rl tl-vaues and E.-lam:rea utst d .must meet a end be minirr= oar as Es ad. Cor portend std enamel natter oang added ware** ray be left bile% • AOOMONSCNLy. 0eem+le dre percentage ct new gpsa a canddorlee toy main the utters as Id ris. Total ve was i a8 glass wows, racing Oda tors and glass dcnr penes. Carole tie area of aYi norrrarxai root glass aria add t b repo/Was tam[ Wrist gars in brag efiertirwails a tieing removed ix eldosed by she addtan, anal -art Oa m ere tail arta of tta glass may rie subtracad tem be total die oral Llrviife be ▪ glass anal be btrecxsiliaerd bx area addiat lkilloyty10010 get ra begat FrOrelatrst4isstpercentageinter rdeehygrrca lated petereepfahcoTabd60.2Prescrirevrewegkpntgtretypeal s (S O a Cagle penal et tie ovemergiOrli pared rib a soar hem dais =Roan (SHGC). For a given glasi nee acrd e/etaug, tie rri unit solar heat gain wedt:lent allowed is sheeted. Arealglee w+ndove edam ▪ preiatery it re =armee oi the haze and being rebuded O re alkyl rio rot raye corm .411recverhangan:tibiaseat *melon regi.iirerrr s cn Tagle C.2. AI roil= in the uxtiro must rnee teregirerrrrlr rat deaf the opine n tie glass peat no r:se m ion is Iec1. The overhang (CH) tisane a rneaeufeo percerdct arty horn ere ace of Magda to a point directly lade the oularriat edge a# fie w eta% 3. RE CV'AT1cN5 CRY. Reptecertrerrt glass needs beset he blowing i our +s N+t glass type and solar heat gun art maybe used frr glass areas wr it are Leda Atlanta fwo loci werhary ar+dwfttrse ousel eoge does not tont Wet retail rare be yank as Gus Yeas being revealed redo non meet his aerie =Ate eels tangle isle axed dards-o rte dear a dabblers rived 4. LLD NG SYSTEMS. Carl* vivo new raw a busied fnr system intoned. 5. Corolla tine iia ato realised trite Warta pares t. &ROO l,lmunReastre' !tSmal►dtlaimsacrdFrrrruellorre".TateC•3,endchedtaldopicabeeliars. T. Read. Sir and dale thetorerrAgertratrebrasm salartaton pge I. ••• •• •� • 13.206 FLORIDA BUILDING CODE - BUILDING • ♦ w • • • • • • • • +• • • • • James Beathnan & .Assoc., Inc Consulting Surveyors 11501 SW 57th Terrace Miami, FL 33173 3051252-0741 Fax 305/252-0741 Email SEADMANQMSN.COM ••^ • • • • • • • • • • • • • ... • 1 IsimpalreeetglOrisloefi003; No.1 of 1 Job No. 47►1e Tree No. !Height Diameter • 1.2 3.5 Height !Feet Canopy !Tree t Description :Feet 11�--- 20t 16 201 18 j Coconut Palm F} Coconut Paim 3 3.5 16 181 Coconut Palm 3.5.1 _ 16 18' Coconut Palm 41 5 3.5 16 1 B Coconut Palm 6 2.5 13 23 . Royai Palm 71 _ 2.5 13 15[Palm 131 15Talm 8 2.54 9 3.5 181 15 Coconut Palm 10 3.5 181, 15aCoconut Palm Sable Palm 11 2.01 15 15 1.2.1._-"—_—_2.0' 154 15 Date Palm'?'? 13 15 15:f Da et Palm ?? 1.5 14' 1.5 10 10'Date Palm ?? 10 0, Date Palm'?'? 15 1.5 16 2.5 15 156PaIm 17 3. D 15 15 Coconut Palm 18"--3 01 1 156Cocanut Palm .41 ... •• •. • . r. • • • •• • • * • • • • ••• ••• ••• • • Structural Calculations for Zumpano Addition and Roof Deck 850 Lugo Avenue Coral Gables, Florida February 19, 2004 Prepared for: Robert Barnes and Associates — Architect 221 N. Krome Avenue Homestead, Florida 33030 Prepared by: Erdozain Consulting Engineers, Inc. 17290 SW 264 Street Miami, Florida (305) 246-3472 (305) 247-1258 Fl. P.E. # 45205 Fl. E.B. # 0007660 • a • e . • ERDOZAIN CONSULTING ENGI VEEI S;INC. FL. P.E. #45205 FL.E.B. 0067660 a • PROJECT: • •. gAGE:, - CLIENT: .•. • : . • : .�,4Tt• : • • SUBJECT: • • ✓ e . • s •.. •.• •.w . CHECKED:: J-" + ie-S 7- FL- ,c goo Fi .vronea� FOU* ,r 4rra,0 4s 14N T'i*-srcN 71) mac s- -Paw 13,E A-c..ksz-- - /0 5P I RAY— bee } ►� r Cr N S c.% P Po a -r nu s S MO /3 -. 1? r-r4 AI 5 20 - �. 17290 SW 264 STREET MIAMI, FLORIDA (305) 246-3472 FAX (305) 247-1258 • • • • • • ERDOZA,IN CONSULTING ENGENAE ; tNC. FL. P.E. #45205 FL.E.B. 0007660 PROJECT. CLIENT: SUBJECT: 5Tpt) Zle./4-L • • • • •.• • • • • • . ,AGE: • ,• .DATE; CHECKED: X25 f -c C.. API r r I IQ k Z k x I Cat 4(0 ft r. , Z x rz{/3 4gfiJ PD Po IF x 46,4 -- S 1, C7 IkZ-t-y1,0 y _r ,[A, acr ,ie g.vv r)L__zr /, Z /5) 3. C 5 /0 7�refr3 Wtar 1.33 w = 1- 33 X tS 3.5-19 = 10 05 r I z f Z � x t f ems ' et/'f+t—' ?1, Ott 443 /.r5ti /,G.?4 / egf 17290 SW 264 STREET MIAMI, FLORIDA (305) 246-3472 FAX (305) 247-1258 ERDGZAIN CONSULTING ENGit' EER4; INC. FL. P.E. #45205 FL.E.B. 0001166b PROJECT: CLIENT: SUBJECT: .,, . PAGE:1 , , i . . - ATE.' • CHEC 3D: .., • • V sr— 3 VA tiNcc.r��s AT f,eur.k.loc 5'08 3 x 5865 2 Y.' Cc -2'r 7. (c; — /4-(01: > ;o ea ; 8 Sea r , 6,151' Pr /63 1- /0 zap > s -e6 t_ 4- /!/ 1 YbN t I,Urc) rYlsr i triZ E4 sx 2 30 r , 90 ps4 30-4 15� 17290 SW 264 STREET MIAMI, FLORIDA (305) 246-3472 FAX (305) 247-1258 Powder Actuated Fastening Systems ▪ • I=1:Ma3 3 DX Fastener Technical Data • .. 3.2.3 3.2.3.1 Technical Data Allowable Loads in Normal Weight Concrete ' Fastener Type ShankDescription Olameier its (mm) Min. Entbednneltt in. (mm) (13 8 psi AIIPa} 3000 psi (24.7 4000 (21.6 psi MPd) 9X111 (41.41 Tension lb (1 N) psi x) Sheer 1b O , Terilion 10(kN) Shear a (kN) , Tension MOM Shear 01 VD ^ Tension 03 04'0 Shear II) 0d0 , qv - ..,. - - - - 45 80 (16) (0.20) (0.27) 3l4 70 95 9O 110 110 125 73 95 (191 (0.31) (0.42) (0.401 (0.48) (0.49► (0.55) (0.33) (0.42) Dome (lead Nail X -DM 0.145 1 90 140 120 150 155 185 130 195 (3.7) (25) (0.40) (0,62) (0.53) (0.71) (0.69) (0.82) 10.56) (0.81) 11h . 165 230 190 1 280 215 335 - - (38) (0.13) (1.02) (0.85) (1.25) (0.961 (1.49) 3/4 55 90 70 105 90 125 - - 0.145 (19) (0.24) (0A0) (0.31) (0.47) (0.40) (0.56) Dane Head Nail X-ZF (3.7) 1 00 135 105 155 130 180 - - 0.138 (25) (0.36) (0.60) (0.47) (0.69) (0.58) (0.BI (3.5) 1'14 125 200 150 220 180 280 - - (32) (0.56) (0.89) (0.67) (0.98) (0.80) (1.16) - 3/4 45 105 - - - - !,- �, (19) (0.20) (0.47 Rat Head Nail X -CF 0.138 (3.5) 1 (25) 75 (0.33) 130 (0.58) - - - r.. - - 104 120 180 , _ , _ - - - - (32) (0.53) (0.85) 3/4 - 90 96 75 95 Heavy Duty X-ALN 0.177 (19) - - - (0.40) _ (0.42) (0.33) (0.42) 1'/4 - +. - - 300 270 215 285 Dome Head Nail (4.5) (32) - 1 (1.33) (1.20) (0.96) (118) Dane Head Nail D5 0.177 (4.5) 1TI1e (37) 150 (0.67) 250 (1.11) 205 (0.91) 285 (1.27) _ 275 (1.22) 330 (1.47) - - Dame Head Nail 0.138 i3.5) a f4 (19) 55 (0.24) 90 (0.401 70 (0.31) 105 10.47) 90 (0.40) 125 (0.561 - X-ZF22PBT 1/4"-20 threaded Stud W8 0.145 (3.7) 1111 (29) 90 {0.40) 160 (0.71) 115 (0.51 (1.00) 145 (.65) 265 (1.18) - - 318" 16 threaded Stud W10 0,205 152) 11/4 (32) 220 (0.98) 390 (1.73) 280 (1.25) 445 11.98) 345 (1.53) 500 X2.22) - - Flathead Track Nail X-CF20THF 0138 (3.5) (1616 ) 45 (0.20) 75 (0.33) - - ,,,,, - - - Stainless Steel Nail Xd21 0.145 (3.7) 1 (25) - - 95 (0.42) 200 (0.89) 100 . R441 200 (0.89) 105 (0.47) 300 (0.89) 55 100 Fanning Nail 5).62 0145 1 (0.24) (0.44) - - - - - - 5144 (3.7) (25) 30 55 - - - - „_ - (0.13) (0.24) ,f: - - 70 85 - - - - 0.138 t..,) (0.31) (0.38) Flat Head X-ZI=-MX (3.5) 11/4 - - 125 150 - - Nail Magazine 0.145 (32) (0.56) (0.67) (3.7) 17/32 - �, 140 175 - - - - (31) (0.62) (0.76} sIs 25 55 45 60 50 80 _,-- - Fiat Head Nail X-DW 0.118 (3.0) (16) (0.11) (0.24) (0.20) (0.27) (0.22) (0.27) 3/4 50 70 90 70 90 70 - ,r (19) (0.22) (0.31) (0.40) , (0.31) (0.40) (0.31) • .1t .(( t • • la a • i 1 • V - Notes: 1. Values are for fastener only. Attached materials must be investigated separately. 2. Allowable values are calculated using a factor of safety of 8. 3. Multiple fasteners are recommended for any attachment 20 Hilo Product Technical Guide 2001 • Hilti U.S.: 1-800-879-80001 www us.hetl.cam • Hittl Canada: 1-800-363-4458 / www.ca.hll6.vom • ■ • • • ERDOZAIN CONSULTING ENGINER3,•IIVC. FL. P.E. #45205 FLE.B. 0007660 • PROJECT: CLIENT: • • • f • • • • ! • • • • • • • ■ ••• f : • CHECKM • { C~ / -- 13 1 , 8 w 3 4- x too F I,4 -,K 7 ,`t US & 650 -1- 1,7 x4.0 ,21 kv=, 1,68 kr fiT 17290 SW 264 STREET MIAMI, FLORIDA (305) 246-3472 FAX (305) 247-1258 • . . ERDOZAIN CONSULTING ENGINEERS,'INC. FL. F.E. #45205 FL.E.B. 0007660 PROJECT: . . .PAGE:. .42 CLIENT: • • • •. • •• DATE • • •• SUBJECT: :.. :.. :CHECICEt : : A1? 1?!✓ 1> 6.0+4 L) r0 ,'x 7 5rJPp del As fri r =11 A D D Gory = ,f.a.v , aY 77e -0_s" t 1 15 C.-'birf 28/2- p - 2s- p L L y Z r CSc Prb (-4)-7 Z 4- (z s -t- 2.0) - /, P 144, 7‘" Jo' IN- 7s' L r -rg /(3 z)!arr# - st S (75+ -mac) — I g -7 I Lw z�r6-kl* MLA, = 0, 14, it 2 g N.12.- 392 14.14 3 ye, }‹, 1i. zC z = "4-,tr' /, 3 APO O 6-7r e.t P4 -4-7—€s 17290 SW 264 STREET MIAMI. FLORIDA (305) 246-3472 FAX (305) 247-1258 • • • • • • PROJECT: CLIENT: SUBJECT: ERDOZAIN CONSULTING ENGINEEI NF. FL. P.E. #45205 FL.E.B. 0007660 .g4GE: y� /// • • ■'�•4CE: d / • • : RA1 :• : : ■ • • ■•• • • • • • • • • • :CHECKED: fhovr!',rAJ15 — ¢ j r66-4, ra wer r5�G fEr�� 30E3 it? 16'm x 39 V 30. -- / 3 ca-- 1;4:rE,em J curd F. s T +i c - e f ?� 06) 6: fl riff T //I' 4 IA 1 r L /S-6 is -60/246o z 66, -3/4--"4/ Ds ._. -. 7-:, 4 e 7 /4) ( u z, /4 k%_X 142- / ZZ,7 k 33 17290 SW 264 STREET MIAMI, FLORIDA (305) 246-3472 FAX (305) 247-1258 - •• •. . • • • TABLE 83A -BOLT DESIGN VALUES (Z) for DOUBLE SHE.IR ttbrbe dauber) CONNECTlONS12 for sawn lumber with all members of identical xpean • • •.4 • • ' THICKNESS 0-0,67 RED 043E 0-0.53 MIXED moil 51atfTier 4 1121E •.' GM * `D0U L. A5 Ft. tleRCH • •, ' • • • - 001.2614 Pre: . LARCH (M1 ' 04.46 0000 4S RR (8) 1113M.Futlm /11 i1 also w N 4 iutlxs D itches ail � 211 Z. lbs. lbs. lbs. Z 1I lbs. 4.4. 7,u Ibs. Ibs. Z 11 Z.J. lbs. lbs. 7-14.11. Z Ibs. 11 Zu lbs. lbs., Z lbs. ~ Z11 Zu lbs. lbs. 44 lbs. 1/2 1410 960 730 + 1150 800 530 1050 730 470 1030 720 460 970 680 420 5/8 1760 1310 810 1440 1130 610 1310 1040 530 1290 1030 520 I210 940 470 1.112 1-1R 3/4 2110 1690 890 1730 1339 660 1580 1170 590 1550 1130 560 1430 1040 320 7/8 2460 1920 960 2020 1440 720 1840 1260 630 1800 1210 600 1690 1100 550 1 2810 2040 102'0 2310 1530 770 2100 1350 610 2060 1290 650 1930 1200 600 1f2 1530 960 1120 1320 EGO 910 1210 /30 790 1210 720 760 1160 610 700 518 2250 1310 1340 1870 1130 1020 1760 1040 380 1740 1030 860 1660 940 750 2-1/2 1-1/2 3/4 2890 1710 1480 2.550 1330 1110 2400 1270 980 2350 1130 940 2210 10140 860 716 3780 1920 1600 3360 1440 1200 3060 1260 1030 3010 1210 1010 2320 1100 920 1 4690 2040 1700 33340 1330 1 a p ^,3500 UV IJJ9 .3440 1290 1080 3220 1200 1000 212 1530 960 1120 1320 800 940 1230 730 160 1210 720 150 1160 680 810 3/1 2130 1310 1510 1870 1130 1220 1760 1040 1050 1740 1030 1030 1660 940 940 3 1.10 3/4 2890 1770 1710 2550 1330 1330 2400 1170 1170 2380 1130 1130 2210 1040 1040 7/8 3710 1920 1920 3360 1440 1440 3180 1260 1260 3130 1210 1210 3030 1100 1100 _1 482040 4310 1530 1530 4090 1350 1350 4050 1290 1290 1530 1120 1320 800 940 1230 730 860 '1210 120 Sal 0 .3160 1;00 1160 680 1200 310 1/2 511 2130 1310 1310 1870 1130 1290 1760 10.40 1190 1740 1030 1170 1660 940 1090 1-112 3/4 2890 1770 1980 2550 1330 2550 2400 1170 1370 23$0 1130 1310 2230 1040 1210 7/8 3780 1920 22.40 3)60 1440 1680 3180 1260 1470 3130 1210 1410 3030 1100 1290 3.1/2 1 ,.4120 2040 2380 4310 1,O 1790 4090_ 1330 13$0 403 1'2,90 Ul0 13860 1200 1400 1/2 1660 1180 1180 1500 1040 1040 1430 970 910 1420 960 960 1370 920 920 54 2590 1770 1770 2340 Tab 1420 2240 1410 1230 2220 1390 1200 2150 1290 1090 3.112 3/4 3730 2380 2070 3380 1910 1550 3220 1750 1370 31990 1700 1310 3090 1610 1210 716 5080 2820 2240 4600 2330 1680 4190 2130 1470 4210 2070 1410 3940 1960 1290 1 4..5(10 3340 2380 5380 7710 1790 4900 2580 1380 4110 2520 1510 4510 2410 1400 518 2130 1310 1510 1870 1130 1290 1760 1040 1190 1740 1030 1170 1660 940 1110 1-1)2 3/4 2190 1770 1910 2550 1330 1690 2400 1170 1580 2380 1130 1550 2280 1040 1410 7/8 3780 1920 2520 3360 1440 2170 3180 1260 1890 3150 1210 1810 3030 1100 1630 4-112 . 1 4820 2040 3060 43j0 1530 2300 4090 1350 2030 ,4030 1290 1940 3160 1200 1$00 3.162 311 3/4 2590 1770 1770 3730 2380 2480 2340 3380 a 1360 i + 1990 2240 1410 3220 1750 1460 1760 2220 1390 3190 1700 1450 42130 1690 1290 3090 1610 1390 1550 718 5080 2120 2170 4600 '' 2170 4390 2130 1890 4330 2070 1810 4130 1960 1650 1 66)0 3340 3060 5740 2780 2300 53)0 2380 2030 5230 2330 1940 4990 2410 1100 518 2150 1310 1510 1870 1130 1290 1760 1040 1190 1740 1130 1170 1660 940 1110 1.1)2 3/4 2390 2770 1980 2550 1330 1690 2400 1170 1380 2380 1130 1530 22110 1040 1450 5.1/2 , 718 1 3760 1920 2520 4820 2040 3120 3360 4.3,0 1440 2170 1_,530 2700 1.409(2_, 1350 3150 1260 2030 2480 3150 1210 4050 1290 1990 2320 3030 1100 3860 1200 1903 2200 3.112 318 3/4 2590 1770 1770 3730 2380 2480 234+0 3380 1360 1360 1910 2180 2240 1410 3220 1730 1460 2050 2220 1390 3190 1700 1450 2020 2150 1290 3090 1610 1390 1900 718 5060 2820 3290 4600 2330 2650 4390 2130 2310 4350 2070 2210 4130 1940 2020 1 6430 3340 3740 3740 2760 2810 3330 2580 5/3 2480 5230 2524 2370 4990 2410 2200 1•1/2 2150 1310 1510 1870 1130 1290 1760 1040 1190 1740 1030 1170 1660 940 1110 3/4 7/8 2390 1770 2980 2550 1330 1690 2400 1170 1580 2380 1130 1350 12110 1040 1480 7.1/2 1 37110 1930 1520 4120 2040 3120 3360 4310 1440 2170 1530 2700 3180 1260 4090 135Q 2030 2530 ,4050 3150 1210 1290 1990 2480 3030 1100 3860 1200 1900 2390 3.1/2 51 3/4 2590 1T70 1710 3730 2380 2480 2340 3310 1560 1560 1910 2180 2240 1410 3220 1730 1460 2050 2220 1390 3190 1700 1450 2020 2150 1290 3080. 1610 1390 1940 715 3080 2820 3290 4600 2330 2190 4390 2130 2720 4350 2070 2670 41)0 1960 2560 1 6430 3340 4190 3740 2780 3680 3330 2580 3380 5250 2520. 3230 4990 2410 3000 1, Tabulated 1at+eral design values CZ) for bolted connections shall be multiplied by all applicable adjustment Carton (iee Table 7.3,1). 2. Tabu/lied lateral design values (Z) are for "full diameter" bolls (see Reference 3) with a bending yield strength (Fyb) of 45,000 psi a Batts . F,, = 46 ksi COLUMNS Square structural tubing Allo wable loads in kips concentric f4am ii►a1 Size I 4 A 4 3 1 3 Thickness ii, TJI 5/2,1 yI YiA 1 VA r 1/11 IN Wt. J 1t. 21.63 17.27 14 83 12 .21 9.42 10.58 8 .81 6.87 Fy 461151 Effective length in feel KL wuth respect to radius of gyration - I 0 2 3 4 5 6 7 0 9 10 11 12 13 14 15 16 1T 18 19 20 21 22 23 24 25 176 168 162 156 150 143 135 126 117 108 98 87 75 65 57 50 44 39 35 32 29 26 24 140 134 130 126 121 115 110 103 97 89 82 74 65 57 49 43 38 34 31 28 25 23 21 19 120 115 112 108 104 100 95 90 84 78 72 65 58 51 44 39 34 31 28 25 23 21 19 17 99 95 92 89 86 83 79 75 70 65 60 55 49 43 ' 38 33 29 76 24 21 19 18 16 15 14 76 73 71 69 67 64 61 58 55 51 47 43 39 35 30 27 24 21 19 17 16 14 13 12 11 86 80 77 73 68 63 57 51 44 37 31 26 22 19 16 14 13 71 67 64 61 57 53 49 44 38 27 23 19 17 15 13 11 I0 56 53 50 48 45 42 39 35 31 27 22 19 16 14 12 11 9 8 Properties A (in.2) r (in. •) r (in. ) Bending if Jim for 1n 6.36 12.3 ! 1.39 1.04 1.83 5.08 10.7 1. 45 0.949 1.59 4.36 9.58 1.48 0.910 1.43 3.59 8.22 1.5E 0.874 1.22 2. 17 6.59' 1. 54 0.840 0.983 3.11 3.58 1.07 1.30 ' 0.533 2.59 3.16 1.10 1.23 0.470 2. 02 2. 60 1. 13 1.17 0.387 • Ta bulated va lu es of a must be multiplied by 106. Note: Heav y line indicates Kilr of 200. ' Fy=asks COLUMNS Rectangular structural tubing Allo wable concentric loads in kips 12x6 Namina! Sze 6x12 Than `h Wt.11t. 9.68 16 76.01 14A16 , 76.01 58.10 12 A8 76.33 62.46 47 .90 67 .8 55.66 l 42 Fy 46 ksi Effective length in fe et J(1, with re sp ect to least radius of gyration 6 7 8 9 10 11 12 13 14 15. 16 17 18 19 20 22 24 26 28 30 32 34 36 38 39 40 729 700 695 689 683 676 670 663 656 648 641 633 625 617 608 600 582 563 543 523 502 480 457 433 409 396 384 618 580 572 564 555 546 536 526 516 505 494 482 470 458 445 432 405 376 346 3I4 281 247 219 195 175 166 158 618 588 582 576 569 562 555 547 539 531 523 514 505 496 486 477 457 436 413 390 366 341 315 288 260 246 234 47 450 445 440 435 430 425 419 413 407 401 344 387 381 373 366 351 335 319 302 284 265 245 225 204 194 184 618 580 571 562 553 543 532 521 510 498 486 474 461 447 434 419 390 359 326 291 255 224 199 177 159 151 143 508 475 •468 461 453 446 437 429 420 410 401 391 380 370 359 347 324 299 273 245 216 190 168 150 135 128 122 Properties 389 365 360 354 349 343 337 330 323 316 309 30Z 294 286 278 269 252. 233;' 214 • .12.. 1511 :11 97. • 549 500 488 476 464 450 436 422 406 390 374 357 339 320 301 281 239 201 171 . 148 129 113 • 100 89 80 76 453 411 402 393 383 372 361 349 337 325 312 298 284 269 254 238 205 173 147 127 111 3 3 3r 2 2 2 2 2, 2 2. 2. 2. 2: 21 1f 11 IC k •••• • 97 1 7 •8 • 6 • 77 E 5 • • • 4 •• • • 62 5 • • • • • • .4 (in.2) 1, (in.;) 1,. (in.') r,lr,• 26.40 962 618 • 1.25 22.40 722 244 1.72. 22.40 608 361 1.30 17 .10 476 284 1.29 22.40 418 221 1.37 18 .40 " - 353 188 1.37 14.411 . .2h 149 1 .31 49.90 337 112 1.14 16.40 287 96 .0 1.73 12 2 77 1. r, (in, ) 4 .84 3 .30 4.02 4.08 3 .14 3.20 3.26 2.37 2.42 2., R, Mending 0.219 0.248 0.257 0.251 0.322 0 .312 0.303 0 .354 0.342 0.3 R, factors 0.256 0.366 0.309 0.301 0.405 0 .391 0.377 0.535 0.511 0.4: a, 1143 • 92.1 i 108- 36.4 90.6 53.9 70.9 42.3 Y 62 .3 33.0 1. 52.6 28.0 41 .6 22.2 50.3 i 16.6 42.8 14,3 34 11 • Tabula ted va lues of a, and a„ must be nlullip ied by 106 . Note : He avy line in dic atesKflr of 200. AMERICAN INSTITUTE OF STEEL CaNsTRUCr'Io NI AMERICAN INSTITUTE OF STEEL C ONSTRUCTION • . . . . ERDOZAIN CONSULTING ENGINEERS; FL. P.E. #45205 FL.E.B. 0007660 PROJECT: • WAGE: , CLIENT: SUI3JECT: : • ■ • ■•• 4 • • • • DATE.: ■ • • f i • • • • rHECKI D: • • • • #66_77 / A) /'S„, CMG i4 67-, OS A) /`. rr L!4C1S z .5-4, Of. Gds g 'c lie 3 /A/// 4 S, ;7 17290 SW 264 STREET MIAMI, FLORIDA (305) 246-3472 FAX (305) 247-1258 7-4130 F annies 7 .3.5 Sp acing, End Dista nc e, and Edge Distance Spacing, end distance, a nd edge distance requirements for lag screws are the same as those for bolts of a diameter equ al to th e shank diameter of the lag scr ews used. 7,3.6 Lag Screw Design Values Lag screw design values m ay be determi ned by using tabular val ues Fr om T a- bles 7.22 and 7.23 for later al loads and Tables 7.24 and 7.25 for withdrawal l oads , T he design values for lateral loads ca n also be determined by use of Eris . (7 .17)- (7-19). TABLE 7 .22 Lag Screw D esign Values (Z) for Sin gle Shear (Two M ember) Connections" with B oth Members of Identical Species SIDE MEM BER THICKNESS 4, inches LAO SCR Ds DIAM ETER D inches • 0.0.41 RED OAK GAO SS ml RED MAPLE SQ LTH ERN PINE 0.0.50 DO UGLAS F1R • LARCH 0=0.01 DOLGL AS FIR . LARCH t.NI Gil ns DOUGLAS FIR d.i HEN) FIR 110 Z. lbs. Z, Lbt. 2.2,1. Os Z . lbs. Z... lbs. Z,,,,; lbs. 2 lbs. Z.. . lbs. Z.,, lbs. Z;, 11n. Z ,x Ids. Z,,,.. lbs. Z„ Z,: ZY lbs. 163. !c 1,2 414 5/16 318 190 270 340 150 190 210 150 710 250 170 240 290 130 140 160 130 160 220 160 220 260 110 450 140 120 470 740 160 210 260 110 120 130 120 170 200 150 100 1'.0 200 110 140 210 410 tai 54 114 5116 31* 210 290 330 160 210 250 160 2:0 210 1!10 250 310 130 180 2010 140 190 230 170 140 190 1'20 160 170 1. 30 150 210 170 240 290 120 150 174 -150 130 170 210 160 120 1N 230 140 1'0 2110 450 `07 3;4 154 5116 118 230 311 360 470 220 260 184 240 1110 200 270 130 140 190 720 150 200 240 150 150 310 00 170 210 140 190 :19 L 50 350 311 170 2110 140 100 220 1711 121 13 41 240 160 17 :40� U 21 200 130 131 270 1744 2791 330 210 4! I 1/4 5/16 3,?1 260 360 430 100 150 240 200 270 330 230 5091 370 160 210 140 180 230 170 2219 280 350 150 190 220 150 210 250 210 2'40 340 150 190 220 160 110 750 1- 4.'4 �' 1.17_2 1!1 5116 318 2_641 170 470 1ul) 2001 3'30 111) 130 340 2 _10 340 420 ISO 230 27n 1110 250 3110 2_10 310 390 170 210 240 170 240 290. 1;0 2716 :30 300 4601 610 $220 1140 4290 1560 156 1 .'..'0 320 490 121) 320 400 540 6.501 "410 11'20 1610 2040 2320 _256061 1711 _211) 2311 170 :30 2311 r 210 150 14 34}0 190 Ll 170 220 I"1 1(1 5116 3111 7;15 142 5 x3 3!4 74 1 4. 111 4. 11'1 260 370 470 6-111 8311 1140 1510 1940 2450 3030 45`.0 213 2364 340 430 510 6'0 $90 960 111220 117. 50 1140 1410 2160 340 460 590 343 1040 1460 1600 1931 1314) 210 340 420 57U 710 390 1320 1210 2170 2590 111114 110 250 1011) ?501 4200 570 6+0 710 779 :110 060 ISO 2. 511 31(3 4414) 59141 6. 10 3110 1 110 1170 1671) 2000 2211 120 441(7 540 5611 920 1240 4620 21160 2160 26111 1iU 230 220 320 .101 510 590 6101 680 7111 750 170 230 1161 110 4;11 510 560) 664 650 690 7,40 170 130 2+0 3511 450 620 4)10 11)20 1260 15461 1940 210 1411 340 2111 111 390 `40 .20 510 :10 'e1 610 34 3 O sal 1470 1170 520 .� 1544) ' 1" : 49330 we 2170 620 1 2411 ;� 21.2 144 1 5116 3.74 1116 I!2 4,11 114 Tat 1 1. 4.11 !- 4/4 2641 3741 4701 610 1111) 120 14 1844 2464 :9145 1550 41011 2461 11411 34 3 761 5411 11611 147611 12'10 14541 16191 1610 200 230 330 -61 3711 3641 1240 11.11 1'L401 21241 15. ,44 22301 110 410 570 730 4170 1541 1'100 7460 416141 1650 1011 25(1 .4481 44(1 5261 7 ® 1. 1 11!41 1350 1440 4110 233 ,.414) 41 10 1.111 1343 14x141 1170 44.,14 10246 !_2111 22_`19 1741 41141 4:34 711 11711 1570 1951 2190 2530 14111 474; 2441 290 dill 1311 041 5191 114(10 41141 11611 1:511 170 2411 2761 65141 741 730 144241 1131 15141 ISM 211116 2__111 121) 41'11 4111 7111 11111 155(1 1410 23611 2350 1191 17(1 2.0 2111) 16(1 4514 6211 7443 0'41 111161 11511 11211 170 730 7.6104 NI 3411 1;14 1110 4264) 150114 1 711 211`11 210 160 110 121 .b w0 . 4. 521 7611 1111 6911 tH1 r� 1010 r'0 14:11 7u1 j7, 111144 * 44 2250 44414) 171 17211 115411 1-tl 124)! 1.104___2_...:-..., I 7.:1 leg .Serena 7-4is TABLE 7.22 (C ontinued) i Ci.073 0.0.1_2 0.-37 41.56U 36 0.0.)'. 11E3 -flit SPRLY .'E-P16;E FIR REDWOOD EASTERN SOFTWOODS NORTHERN 5P1 LAG 1 0Pe• paw SPA LICE -PIN E -F;140 Si SCREW WESTER(4 CEDARS DI AMETER WESTERN ~90005 1. Z Z,,,. _ Z,1 Z,_ 21.1 Z'; Z,L Z11,,1 Z:1 Z ,3 Z11,1 .Z11 x1, 0 4arAes 46s., lbs . lbs . lbs . 1b4lbs. i6i, 164. lbs. lbs. lbs. lbs. lbs . lbs. 114 136 90 110 150 40 110 130 70 100 130 70 100 130 70 5116 190 100 150 180 10) 150 160 BO 130 160 80 130 150 80 318 220 110 1190 220 110 110 190 90 160 190 80 150 180 80 113 160 110 I_0 150 110 110 140 40 100 140 90 100 140 A0 5116 220 130 160 210 120 160 200 t00 140 200 100 140 1911 90 318 270 140 190 270 130 190 240 110 170 240 119 170 230 11)3 1µ 160 110 420 160 1!0 120 150 100 110 150 100 110 140 100 5116 210 I5) 170 1 10 450 160 210 120 150 200 120 150 200 110 318 280 170 7_114 280 leo 200 260 130 180 250 130 170 250 120 11 1.1 130 11"19(1 120 140 110 131 120 170 110 129 160 10!1 5116 250 160 190 250 16+1 I311 130 440 16;7 220 140 160 2241 440 318 310 190 230 300 1911 220 _ 280 170 200 ' 270 170 040 270 160 114 710 130 150 200 1414 150 190 110 170 190 120 140 180 110 5116 750 180 210 280 170 210 250 160 180 250 150 180 240 1511 318 350 210 250 340 2410 250 310 1110 220 30(1 180 210 300 170 114 211 1.4 100 200 1 1 150 196 140 140 140 130 140 190 130 5116 300 2011 210 300 190 210 280 170 190 270 160 190 270 160 34 370 230 260 170 220 190 340 190 240 341 190 230 330 100 7116 490 270 340 470 270 330 430 244 300 420 230 2290 410 230 In 540 370 4410 570 320 k10 520 290 350 510 290 350 500 200 34! 810 420 550 810 410 544) 730 350 490 730 330 480 720 31120 344 1120 460 720 4100 4547 710 4020 370 640 1010 360 630 940 1561 7111 1470 500 920 1450 490 90+) 1350 4;0 820 1330 390 810 1200 3'0 1 1300 540 1150 1760 530 1130 1560 444 1030 1 1520 420 1010 1460 410 1-118 2030 570 1400 1980 560 1180 1750 460 12_50 1710 440 1230 1650 410 I 1 -IN 1250 6+00 1670 2200 580 1630 1950 4'70 1510 1900 470 4480 1630 45Q ; 1/4 210 451 151 200 150 130 190 140 140 190 140 140 190 130 5916 300 210 210 300 210 210 7--110 490 190 270 •I90 190 270 190 318 370 .'60 260 370 260 26u 3.511 240 240 340 • .3110 230 340 230 7116 5111 :41) 341) 500 340 340 470 310 310 470 0300 310 460 7:90 1!: 660 420 4311 1'30 410 7311 6.0 360 400 tip ?4*4) 390 600 3471 5111 .10.7 •0 540 660 1010 530 650 960 470 640 9447 • 164 590 410 4504 214 4 390 690 910 1360 6.30 8914 1240 610 81)4) 1!70 •6610 780 11101 580 74 1740 830 1111 1710 110 117904 1360 650 480 1540 .660 960 I3i1l . ,6 to I 2440 4)00% 1340 .110 3:447 1120 1940 730 1180 1910 700 1160 .4800 0.1l) WA 2600 960 1590 7560 930 1550 1 ,3647 760 14010 2;1 11 7,2 1370 2!70 9700 ' - 1 .114 31 10 1004) 1450 3071) 4)74) 1474) 2340 810 1650 2 KS- 61'4 1620 .2741) 750 ed later al desig n values (Z) for lag scr ew connections shall be rrluliitllilid by all,4411caktIe 4.1 7 .1). •• •• • l ateral design values (Z) are far "Full diameter"' l ag screws (see'Refer ence•3) inserted it with l ag screw axis per pendic ul4r co wo od fiber s. a nd with the ki1itiarr Ig I ag screw be nliin y► 70,000 psi for D = +" 111,46 ; 60.000 psi f or D s 4s no! 43.000 psi for D 2s N" AN lIN F PA NDS-1991, Maimed Deogn 1'prrifiratio n for 11rw0d Co nsolation, AFPA, 12.''11) ir11A14411t.a NW. washingt an. DC 229036. .• •. . . ERDOZAIN CONSULTING ENc/NEERS, INC FL. P.E. #45205 FL.E.B. 00076;0 PROJECT: . ... PAGE 1 CLIENT: •. • . - : L1eZE: SUBJECT: : , . : C'ECk: r,1 , SVPPo� /5 pJ ff Z Ft. — / cyCi.+a°e, /L ; la X. zrT'( lTr,x(E-z 28 "..)sFred S / E 114 LA - -- P /1¢ -- 2 x ! ' 7, 5 /4- E151✓ :0_) 8 )c 1 S 64>C /5-, 7-- -g b _ 7,7x la, /,<z ,q tie c 1P- (2 Sr 5 X 4- X 11 l< 4- X , L G3 -- It tk r' • 2, 2-8 37 .1 = s, . 7 f Y e t7290 SW 264 STREET MIAMI, FLORIDA (305) 246-3472 FAX (305) 247-1258 17290 SW 264 STREET MIAMI, FLORIDA (305) 246-3472 FAX (305) 247-125$ LOADS: TC- DL= 15PSF LL •30 PSF LOAD HERE LL • 60 PSF x 2.@` 1 8'--0" DL=iSPSFx2.0: l l BC: TRUSS 'A' SCALE 1/4'. 1 '--0" S:\ZUMPANO - CORAL GABLES\Scheme'C - 1-26-04\2003-19-S3_C.dwg, Model, 2/19/2004 5:01:40 PM, kenny, Kenny DL•10PSF POINT LOAD FROM NEW GIRDER ••• • • • • • • • •• • • • • • • • ■ •• ••• • • • •■ • 0106- • •• • •• •• ■ •••• •• •• • • • •••• • • • •• • ■ Job Z0a0I rM1100 Truss TA1 Utr,Jp 1 ritsab I.VMrAr4Y Y n 1 9-0-0 9.0-0 8x10 2 14 3x6 11 Truss Tyne MOO OMEN QY• 1P1y . •• • • 1 ■1 • • • • Job Reference one b-1 &AIX 1tj &Al i OK kiu , 7n. The psD 0Y u:C14 ‘004 iusge 1 4 — 15-6-0 + 22-1-0 I • 28-8-0 35-2.0 • 6-6-0 6.7.0 •• •.6 -j -[T • J•,• •. •4-c-4 •• •• . • • ••• • •• • • ••• •• • • 6x8 3.45 FlT 8x10 4 13 8x10 = 12-0-0( 9-0-0 15-6-0 2-0-0 7-0-0 6-6-0 8x10 = 5 4x12 -` 12 6x8 22.1.0 28-8-0 6-7-0 6-7-0 4x6 6 11 8x10 = 6x8 44-2.0 9-0-0 15 8x10 8 10 4x1€ ^1 3 5-2-0 Scab... 1:74.3 44-2-0 6-6-0 9-0-0 *** Design Problems *** REVIEW REQUIRED CSl Failure: 6-8, 8-9, 8-9, 10-11, 9-10, 9-10 Shear Stress Limit Exceeded; 8-9 Left heel reinforcement inadequate Mate (711sets TC-1.1 It3Si 6 TCDL 15.0 BCLL 0.D BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Ina NO Code FBC2001/ANSI95 051 TC 1.97 BC 1.18 WS 0.95 (Matrix) DEFL In o) Itdell Ltd Vert(LLL) 0.37 9-10 >295 380 Verrtt((7TL}) 0.33 9-10 >328 240 i-lorz(TL) 0.04 10 Na Ws LUMBER BRACING - TOP CHORD 2 X 8 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' WEBS 1 Row at rmdpt 2-13, 4-12, 6-12 W6 2 X 4 SYP No -2ND, W7 2 X 4 SYP No.2ND 2 Rows at 1/3 pis 8-11 5x8 = I7 PL ATES Weight 346 Ib GRIP 2491190 REACTIONS (lb/size) 1=1570/0-8-0, 10=503610-7-2 (input 0-4-8) Max Upftf1=-1896(loed case 2),10=-4962(lload case 2) Max Grav 1-1585(load case 3),10=6036(loed case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-3990, 2.3=-2724, 3-4=2636, 4-5=-'1489, 5-6--1459, 6-7=-53, 7-15=-80, 8-15=-328, 8-16=4214, 9.16=3660 BOT CHORD 1-14=3714,13-14=3714,12-13=2537,11-12=-5, 10.11=-3605, 10-17=-3805, 9-17=-3605 WEBS 2-14=168,2-13=-1268, 4-13 94, 4-12=-1425, 5-12=84, 6-12=1652, 6-11=-1595, 5-11=3882, 8-106-5349 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-98; 148mph; h-25ft; TCDL=5.Opaf; BCDL=a5.Opsf; Category it Exp C; enclosed;C-C; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) WARNING: Required bearing size at joint(s) 10 greater then input bearing size, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1696 Ib uplift at joint 1 and 4962 lb upfiR at Joint 10. 5) Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) Special hanger(s) or other connection device(s) shaft be provided sufficient to support concentrated load(s) 624.01b down and 592.41b up et 42-2-0 on bottom chord. The design/selection of such special connection device(s) is the responsibliity of others, LOAD CASE(S) Standard Except: 1) Regular. Lumber increase -1.00, Piste tncrease=1.00 Uniform Loads (pIf) Vert: 1-5--90-0, 5.15--90.0, 15.16=-360.0, 9-16=-90,0, 1-9=-20..0 Concentrated Loads (lb) Vert; 17=-624.0 e44.4.404.,0 t.A Trove' t, yfeiss T M c D f Grc.4T FoA,rs 1 lob ��lAI��,Ip /-i]tt.0 TRUbb LoMPAr)y 9-0-0 _.-T. —_•-___...._. TA i et)$5 INC. a 17asType MOD. QUEEN . . - . ,.., . • • 1 : • • • • Job Reference • i'1 1'i( T,'.`.i n�, . Y 1','; 1 15-6-0 22-1-0 .28-8-0 35-2-0` 44-2-0 ;Y Yi• -ag _ 4 _ 9-0-0 6-6-0 6-7-0 ••. • %s -x -o : .' . :6 -( 9-0-0 f . • • • • ■ • •.• ••. • Scale • 1:74.1 3,45 12 8x10 = 6 6x8 6x/3 r 8x10 4x6 51 7 !NI() 8x10 tit W - ■ 8 16 w3 W4 W4 3 W6 17 _ 10 ' 5x6 = 8x10 = i5 14 13 12 11 Hi 4x8 = 316 3x6 11 8x10 = 6x8 = $x10 = 4x16 11 5x8 = 5x8 = I2-0-01 9.0.0 1 15-6-0 i 22.1-0 1 28-8-0 -1 35 2 0 44 2 (? 2-0-0 7-0-0 6-6-0 6-7-0 6-7-0 6-6-0 9-0-0 Plata Gets IxY): [ ,0-1-5,64d1f,j '0 -u.u-o•i,cl.l3e:t,P-b-u, 4SW-0,13-6.01 T LOADING (pal) SPACING 2-0-0 031 DEFL in floc) 1/dell lid PLATES GRIP TCLL 30 0 Plates increase 1.00 TC 0.97 Verb LL 0.32 14-15 =959 360 ! M1120 249/190 TOOL 15.0 Lumber Increase 1.00 BC 0.80 VertaL 0.27 14-15 X999 240 BCLL 0.0 Rep Stress !nor NO WB 0.88 liorz(M) 0.04 11 nfa We BCDL 10.0 Code FBC2001/ANS196 (Matrix) Weight: 480 Ib LUMBER BRACING TOP CHORD 2 X 8 SYP No.2 TOP CHORD Sheathed or 4-3-2 oc purlins. BOT CHORD 2 X 8 SYP No.2 BOT CHORD Rigid ceiltrig directly applied or 4-4-7 oc bracing. WEBS 2 X 4 SYP No.3 'Except" WEBS 1 Row at midpt 3-14, 5.13, 7-13 WB 2 X 4 SYP No.2ND, W7 2 X 4 SYP No.2ND 2 Rows at 1,13 pb 9-12 LBR SCAB 8-102 X 8 SYP X No/ both sides 10-12 2 X 8 SYP X No.2 ono side SLIDER Leh 2 X 4 SYP No.3 3-8-10 REACTIONS (1b/size) 1-157010$0,11=603610-7-2 (Input 0-4-8) Max Upillt1--1696(load case 2), 11 =-49W2ftoad case 2) Max Gray 1=15E15(toad use 3), 11.8036(load CaS6 1) FORCES (lb) - First Lead Case Only TOP CHORD 1-2=3925, 2-3=-3814, 3-4=-2725, 4.5--2637, 5-6--1488, 6.7--1458, 7-8=-87, 8.16--113, 9 -16* -362, 9-17=3880, 10-17=3328 BOT CHORD 1-15=3872, 14-15=3672, 13-14-2543, 12-13=1, 11-12=-3260, 11-18=4260, 10-18-3260 WEBS 3`15=143.3-14--1217, 5-14=580, 5-13 1435, 6-13-66, 7-13=1842, 7-12=-1492, 9-12=3518, 9.11--5302 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wlnd: ASCE 7-98; 146mph; h=251t; TCDL=5.0psh, BCDL=5.0pst; Category 11; Exp C; enclosed:C-C, cantilever left and right exposed dumber DOL-1.33 plate grip DOL=1.33. 3) WARNING: Regdirad bearing size at }olnff((s)11 greater than input bearing size. 4) Provide mechanical conne n (by others) of truss to bearing plate capable of withstanding 1696 Ib uplift at (Dint 1 and 4962 Ib uplift at joint 11. 5) Load case(s) 1 has/have been modified. Building designer must revlew loads b verify that they are correct for the intended use of this truss. 5) Special hanger(s) or other connection devices) shall be provided sufficient to support concentrated loads) 624.0Ib down and 592.41b up at 42-2-0 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. LOAD CASES) Standard Except•. 1V 8...,.1...• 1 ..i... 1. ..... l 014{. Inne.4c.x1 rll • Uniform Leads (p1{j Vert: 1-8=-90.0, 6-16=-90.0, 16-17=-360.0, 10-17=-90.0, 1-10=-20.0 Concentrated Loads (lb) Vert: 18=-624.0 TRUSS 'B' US BOTTOM CHORD LOAD HERE: LL_6OPSFx2. a D. 75PSFx2.D Bx 10 111E PLATE SCALE: 1 /4-m I S:\ZUMPANO - CORAL GABLES\. Scheme'C - 1-26-04\2003-19-53_C.dwg, Mir, 2/19/2004 5:02:35 PM, kenny, Kenny 7'—o. REMOVE THIS • • PORTION OFTNL* •••• • ■ • • • • ♦ • • • • •■ • • • •• • • • •• • • •••• r •• • • • • • ■ • ••• • • • • • •• •• • • • •• • • 30p Zi11t+„ PJ ad00 T!vu TB Ytat s5 6 V C6.,V 1 K V 3.. 6,1./11111-71/41T Wine. 1 9-0-0 9-0-0 1 8x1D 16 3x6 u True. Type MOO. QUEEN 15-6-0 6-6-0 6x8 2-0-0' 9-0-0 15-6-0 2-0-0 3.45 r12 15 8x10 = °bide •• t . • • u 1w J6pr-1e £w., Iru i e inall1517105.1nC. I Ue r'ea W U11:49:39 4 F r 17 PtY • 22-1-0 .� • r . • • • 04 • • • • 8x10= 6 14 4x8 Kt:l'A1KT 4 • • .1. • •Joh Reference [optional) 28-8-0 -_• • •G-7,0• r • a • • . • • ■ ••• • 13 8810 35.2-0 ;37-2-01 6-6-0 2-0-0 Scale = 1:64.7 6x8 12 11 Salo = 3x6 22.1-0 28-8-0 1 35-2-0 X37-2-0,1 7-0-0 6-6-0 6.7-0 6-7-0 6-6-0 2-0.0 Plate cases tX,Y): 11 LOADING 367.0 TOLL TOOL 15D BCLL 0.0 BCOI. 10.0 17'0 -3�,u - 4I, Its:u-8-v.u- -UJ, D: -U0-04.111 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress lncr NO Code FBC20017ANS195 C51 TC 0.84 B • 0.9 NI (Matrix) te DEFL in Ioc Vd&1 Lid Vert(LL) 0,40 1 1 >999 360 Vert(TL) 0.3415-16 >999 240 Horz(TL) -0.10 12 nfa r►1a PLATES GRIP MI120 249/190 Weight: 313 lb LUMBER BRACINQ TO CHORD 2 X 8 SYP No.2 TOP CHORD Sheathed or 3-8-13 oc puriins. except end verticals. BOT CHORD 2 X 8 SYP No.2 BOT CHORD Rigid ceilinv dimly applied or 3-9-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row et nudpt 5-14, 9-13 SLIDER Left 2 X 4 SYP No.3 3-8.10 REACTIONS �C1 021-1289(loa921/0-8-0 circa 2) 2907ff-4-8 Max Uplift1=-2045(load case 2),12■-2487(foad case 2) FORCES 4b) - First Load Case Only TOP CHORD 1-2=-5088, 2-3•-4978, 3.4--3955, 45-3867.5-6--2727, 6-7--2728, 7-8m-2396, 8-17--2417, 9`17=-2871, 9 -14■ -150,10-11-159 BOT CHORD 1.16=4784, 15-16=4784, 14-15■3728. 13-14=2323. 12-13=183. 11-12=17 WEBS 3-16-126, 3-15=-1139, 5-15=559.5.14+-1429, 6-14-836, 7-14=272, 7-13=-837, 9-13=2307.9-12=-3145, 10-12-250 NOTES 1) Unbalanced roof live loads hems bean considered for this design. 2) Wind: ASCE 7-98; 148m h; h'=25**, TCDL-5Apef BCDL=5.0pe1 Category II; Exp C; enciosed;C-C; cantilever left and right exposed Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by (Aera) of truss to bearing plate capable of withstanding 2045 lb uplift at joint 1 and 2487 lb uplift at Joint 12. 4) Load case(s)1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(5) Standard Except: 1) Regular: Lumber Increase=1.00, Plate Increasn1,00 Uniform Loads (plf} Vert: 1-6i=-90.0, 6.17=-90.0,10-17s-360.0. 1-11.-20.0 LOADS: TC: SC: LOA D I -ERE: LL=60PSF x DL+TSPSFx2.0; DL=19PSF LL=30PSF DL• 10PSF TRUSS 'C_' SCALE: 1/4.1-0- S: UMPANQ - CORAL GASLESIScheme'C - 1-26.04\2003-19-530 dwg, Model, 2/19/2004 5.01:53 PM, kenny, Kenny REMOVE TIPS • • PORTION OF TAIL • •• • • . ■ • •• • • ••• • • r• • • • • ■ • • •• • • • • • • • • ♦ • ■ • • • •_ •• • • • Jac 'Truss TC Ms S G Truss MOD. Type ?City QUEEN •• es'KU-WKIJ(,) -7 1; • • : 4Job Reference (optional) L7tterJ I ItUaa e.gMYA Y II K... 5; W S 1w10 3I1111ex 1ndU Inc. TUe reo U3lkf:4'Sll luua rags 1 9-0-0 15-6-0 I 22-1-0 �� 28-8-0 ! 35-2-0 39-2-0 44-2- i • * 9.0-0 6-6-0 6-7-6'• • • • .6-70 • • ' 6-6-0 4-0-0 5-0-0 ' ` • •• • • • • • State - 1:68.2 . • • • ■ 3.45 11112 8xi0 = 6 8x10 s � s 8x1® —WS 61B a 8x10 4 1ri 8 17 8%10 • s ",,W4 wa wE 6x6 10 •1 wz wa SA -_---- 1 1Qx12 — 16 15 14 13 12 11 4x8 = SxG = 3x6 II 8x10 = 4x8 = 8x10 = 8x10 = 3x6 II 2-0-0 9-0-0 I 15-6.0 F ----- 22-1-0 — f 28-8-0 35-2-0 39.2-0 } 44.2- 2-0-0 7-0-0 6.6-0 6-7-0 6-7-0 6-6-0 4-0-❑ 5-0-C mere U1rs.is (X,Y): tjU-u- ,u.5-01,11 L:0-D-u,U-b-4I.1133r-0-U,►1-6-VJ.115.u-b-u,U-b-U1 LOADING (pal SPACING 2-0-0 C51 DEFL in (loc) Udell Lid PLATES GRIP TOLL 30 6 Plates Increase 1.00 TC 0,87 Vert(LL) 0.39 15-16 >999 360 M1120 249/190 TOOL 15.0 Lumber Increase 1.00 8C 0,87 W 0.34 15-16 >999 240 BCLL 0.0 Rep Stress Inca NO WE 0.98 Horz(TL) -0.09 12 nia NW BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight. 327 Ib LUMBER GRACING TOP CHORD 2 X 8 SYP No.2 TOP CHORD Sheathed or 3-9-13 oc purllns, except end verdeals, 130T CHORD 2 X 8 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-105 oc bracing. WEBS 2 X 4 SYP No.3 •Except' WEBS 1 Row at mldpt 5.14, 9-13 W6 2X 4 SYP No.2ND SLIDER Left 2 X 4 SYP No.3 3-8-10 REACTIONS (1b/tize) 1=1859/0.8-0,12=4112/0-414 (input 0-4-8) f4ex Harz 1=210(lotd case 2) Max Uphill=-2014(Ioad ease 2), 12=-2944(load case 2) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=-4882, 2-3=-4772, 3-4=-3738, 4-5=-3649, 5-60-2506, 6-7=-2505, 7.8=-1987, 8-17=-1997.9-17=2262, 9-10=837,10-11=40 BOTCHORD 1-16=4567,15-18=4587.14-15=3518,13-14=1920, 12-13--554,11-12=-5 WEBS 3-16=129.3-115+ -1152, 5-1'. 584, 5-14=-1432, 6-14=707, 7-14=503, 7.13=-979, 9-13=2567, 9.12=-3606, 10-12=-590 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98;146mph; h BCCDL=5.0ps1 D=1.33. Category 11; Exp C; enclosed;C-C; cantilever left and right exposed ;Lumber DOL=1.33 9TC 5.0psf,, 3) WARNING: Required bearing size et Dint(e) 12 greater than input bearing size. 4) Provide mechanical connection (by others) crimes to bearing ai =lie at iniaaa 1? plate capable ofwithstanding 2014 Ib uplift at Joint 1 and 2944 lb 5) Load csse(s) 1 hasihav+e been modified. Building designer must review loads to verify that they are correct far the intended use of Ibis truss. LOAD CASE(S) Standard Except: 1) Regular; Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads Vert 1 90.0, 6.17=-90.0, 10.17=-360.0.1-11=-20.0 1 TRUS- tor /*MILK% Cent f•I ig 1n •n ca b•tt - Drab *tt merle irld -• i_ li►adtt JOIL Lik.il Paryrldt lteI t 10 Wall P aratfl • MA n 1i Teem! .. n mhO I � i Tha l RPM `alai 7NktQuin crr tl/r, - . f Trteca A rgjarr. 1araw" tl. 4ln rari.t r 1{YfI - J. , _ j5110431,_OMf1T- [l)Lc•G srt.patdAway *VA ti7ep_[b LAiS applied Towage gimp. l77 A lc w'+ 1140 Loud iW MOIL L14 110130 rw dr ra rrnrrtl Yrr•ornatIg itryn be soil br4r le Line 3110-4 O rTk rn arge- Ory illNn vll ea nrrsll A m/WI Lh•1 W i31&1 p/ an drttrlin tr n s tra y ante Orin 11 shat be s (4114 isrls. S iren- 11 owe' era ea lle Thne-7Q elms b1RI LR N Aw'siitR IILAVY . Cdee Drl(ripebil rik-fastma !3 _ r 2_7 MP11:] **I'M ttilrrlr•FI Ot*].(T Sri Ifa Plat T ot ,T3►1 r1ASTM A30_ al Al31•' bon g rrajtrsrrr ut dpanel reli c nand I van rrurn .wpdriiyc,ywttinu15- T_ (19,BcRS A9T M MOT Omi t A. ( tlat n meat r ndrirrsxnwidr14-1J ?_ a Mitt C rile[! lira ni'.r 1) i! ) C.ENERAL NOTES flyer• rr IrtrYpirL l .. At Oust Ntr-pat tMei inOtt . 1 33% i1d7 tip STi(L S.W.L .1 O uI TO ASIA KS]. ST04L7u4 aL S AW. 3Jt tL Q7L AND • ICJ I.F1 C LVSATIt(D LZ&Tlnc al' G -I. * Al L)C Ra ARIL [1»411.4 vlrh PAP -5 I .PA.153 Yr &v1 )L NOWA A LLITV ATLI UriarT times n AVE WIN lava( niEly SA A 1, 1311 Tram 1 10.11$1 rw`TDR (1r- m rOR vllcp Lo an CWCITIGra - Kt FUN DC * la KittaZE AL% OVLD. • 4) ALL 'L1L i at)do to.= MC Is CR CASLD Dr Steal *fait LUR&Tlrii rACTD R - 9) A LLIWATL C 10 .34 AIM T1 .SLD Ow 1PC wa1 nr•II i7Ci1Gw 1•(arlt•T tar t •. • HA VIED C,O tiYTRu4TIOrd Ma (DITl a 5117 LssnT1 rnl - • • • 1t hnta Ctat ItLLOV ►`I cr..• S. '15 1CTTCR) s 1051 ?C ti -m4 • • • IK ACCURAMCL V1TN w ain 711;: 6) - rpR prr) CL v ia . Ln•.11*iuii61♦71111111 ±O[i1 HOtlti l(1U YC «11 tl mown 14( (Mx= fila I(1_II na a1_p1 •a Ltiz( W+I•La A1 LCL iratal C1 3 m 707 Rai';RI pR PVL PO/Ica nL R! OW 5041 4+17QD CDI M(CIORS a u�tnyr_� ► •• • . • • • • • • .• • • • • • r I • .♦• • iiOd3 A. Irtk I OM, At Clvi. MJrrb(A rI. a�4119P ■ • • • • • • • • • • ••. • • • • • • RT R AFTER T1E SERIES 14 GAU GE Produ ct I Dime nsion Fasteners AllowableLoad s Code l 460 D4wM T007L tt iiR 133'�C RTa# _- 6 340 p — # R710 10" 8 455 -- RT12 _ 12" 6 455 — RTi4 _ 114• • 10 555 755 RT16 15 12 0B0 0 05 R'Tie 18" 14 715 1020 , RT20 20" 16 005 1420 RT22 2 2" 16 1020 1 020 _ RT24 24" 1E 1820 1020 RT2e 26" 10 1020 _ 1830 Ri'a0 0- 10 1020 1020 4732 32- 16 1020 1020-- RT34 _ 3d- 16 1020 102Q RT 36 36- 16 ' 0020 1141 .4 8130 30- 1a 1020 ,' 1020 1 0" 4" 1820 1M020 1 1020 1020 4b- 1! 1020 1020 1) Number of fasteners shall bo aqusflj div ided between ra fter and s 2) Pen &station la nosum.d to b. 1 1!2" into wood jrttrR AI H7Tr% » sire. lwl a tb4plh 10 /Ails 145) ars.E1..• .l C.l.K 51, ..a w 0.• 41.1.. W v"1tCi Fea1l•ir Cr yM al ra34Clt4s ►R[ CO"r111.t VINE MILS Al•a (3} al101[2 31 w.LW'a.t tints ID•aa NW( veer er_4tAtts a* a t•O1 it em 104.11011 1K1OR ar 20 4 RR vv.) too CO+i;lio.. • 4r .41511tH iK1 sA3t 1s U T) .) •a Ltiva tuc Beim ttiiba ARC •q1 FCg Aara 1r Veal nom a>IAAixl1 FACTION 91 AxlaVAll air t .Mal on Minn . On alt •MT1a• •1_ aCS G' I tCWEaliy¢ . art La= CGKi11VCilu.+ .091 com a.' a !1,i C e•.1A . nit >nInl4i e.1 7LltDv PI' air.. 11 35 p )(Snout am iL4r0.1i■ )w ACCa4aNl VITli £I M "MO TA/TAR TR USS ANCHDR SERIES 14 G AUGE P redixt C:od. Dime n ib ,* Length Fast en er 10d x ia6" Albwsbit Load ' Wirt lit 11 ' L2 1Al2iTAi2R 12" 13 -- 215 245 TA14IT A14R IA "' 6 030 216 245 TA151TA16R 16„ 6 8130 216 245 TA181rT AIOR. is- 7 97'0 216 346 TA2017A2014 20" 0 9040 216 345 7A221TA2 22" 10 1155 255 345 TA1241TA24R 24. . 11 1270 2s6 345 Li ire loads appli ed parallel to 6wlnpw al L2 are loads applied perpindicdor to beari ng w all i.4rdn xlm embedment allies 4" ARcwrabts load) for up1U.L1 and 12 om ilct to be combin ed Midtown nal penetrationt6" Wilda 15 I,bet11#I• 176 111 tifti 0 44.40 RR1AI del Ill* Htk ^pfl It 101NH 1.11)2 IIH L0 u1&L1U NMI ►U PION 0,11-P112-1/$ TA R 11 r .• 11 > . ▪ R•• • • . • • • • ▪ •. •• • • . • I. T A• •••. ... . wort h CTRfi. PASIDUCT O t4 J,R .f»Y •o pixel B.I.E. .e .l.pr a." .. maws . nos mu* i•• rjH w� 0 01 RI Aarp TA s(RICs yy] a i• ..x 10/06/110 •"¢0a N IBC.0 1. 0. t A n o, x.isa.•1 trarro i w•vw• *Wk FL•. pt 1 1.90 .rt. • .. r '� 1 1 143).411[ ,.•. 9 . • . 1 ••• 9 . • • • • RI • • s 4f13VCI tOCr 11rt1' r.aui]r 31 •[•11111.11 t••1 col •4foe sti•rDo or ALt ova0 li LTY•I1S w■ •1 V w 3 a WAN* J0111 37•0+1 7 tNL1r1 'e,xrc - re • 3 3n 3 3rs 1 144 1 344 V41 161 11t) Do 5x43 - ix* • ■..Ac es • tT ' 1 714 i 314 3 111 i 31• O.1 i1+ 1111 1sa - teri - x Rals - 1 ••w•M4•• 104 0 1. Iar *atµ •4 ■'A• at 43 416-4 14 a r.r }CM at '0 erfirl• • cr •+.rvr - C I - •••••••., •100• •••••• 104 .0 et 7 brcuws ►or 400 .. .la 3 M1o••1.1• air" 1•. d S ki** la mt Nei S.-.t1a- • ar Lan d TYPICAL PL C IN STALL ATION ►s10Ajct C OX 110EL Gautt 33ri1Ew310•K tan) rASTCMt11 sclirmLN_ r AL LOfv a4LL Limas tor si V N 3 a i•Co r* T _OAT tl Ov1+ Ily'Lir1 ` -NYSE •, irs ,i i sr la 31/ 4. I, 344 1 sa l 1oi• Cer lid - &Ai - - 14 /4 - 3144 Is - t in6 a , , 314 1 . te r 16 1 .. [•t go o - •4a ' S 60 - ^3 -See • 10 , a Inc- 6 111 14' 1 3/4 I • •61 Kr' CO for - 1041 - 34C - "Aare• i. 111 1 74 16' 1 T ►3436, 1 914 1 • 1111 tail 44) Oa 12/0 / a c - T Np•L1r1•r Joist rats soma w i•st•u•d at 31 to 43 41••r• ••s ar tor•Llll ••d• 41.44 t •••r Q '■'+• 4rat a 7F -c .. 4I VI.• • •••4 0 44 taw ja l.t ■ro into th e 1w••r1r. 7 14,1••v^• /».r r *14ic k .as . 1..11 iv 1 3/4 In[h e• fir !4f n. i. 3 Au#..i ;a 4QvM Ia.• pa tei is at laox 3.4-l41 47 4 6. 1- • a1p 1.1t Loads fisted as 11* tar 1.VLet c tpClty 1•t i 11•an tM 1.•a.. i-e. 7p * 0✓•/f - TYPICA L .!t!S INSTA LLATIO N r,F►.fERaL MST or stiit 3.1•Ll SOM 'pllr 10 •3.111 4173 3•11%1C41 .11,44 MA1( 33: U04 L • oat! a faarism*1 44VAM144 a EI) 1I14. �1r L-60 tI I4311 MLaj 414( i0. •4 r4 vpc II;IL! 1►K[ 11 O1}Lc.113t 4R3TC4' 31 ALLOvaal.t 1 0.4141 lOAa1 144K SUN 1I-Nrair■ 1 a 1. ; 1i*•1 3wal1C•+ 44C1Os W 33 4 VOa V11/a IOa31 4 '0.441110 4. AQ f.1R11C R 4$ 414(474 44t 0'fP- •1 4 4.1_111.41 01-I ! Ova L O4P1 a r1C VDT 141C4(41EI 1!r 3 .641 T(sw 4t1 04Tp.t ► 4C•13R - 3) ALLOvaeLL Leaps an ■ aSC1 13► The 410110441 . Oi13cI1 1 ►tC1r1Ca1 41•1S 704 v1 339 (D.11RNC11 04 3441 CC)T10'1 4 1443 [ 411+141. 7(4i EOL•11(a 4 1,41.1.01.1 POI( • r. 933 04 311TCR3 • TC1T Ptarlysa is O.CCP0a a/1Cr Ionia 0.11144 111161 • •• 4 • 2D01 •• ._1L, •. • + a• ••4 • • • UNITED STELL PRODU CTS CO 703 R'CO'GE RS DRIVE MTNTGCIMERT 704 56069 F ACE MMU NI J OIST HANGERS • 47 ...cif 0,..,„„ciii . r ▪ ■••• DATE' _ .,21.1i4 0 - DRAWI NG MAWR. I ct.,„u•a clj#JL SHEET NUI4DER1 i•• • 3 .0, • ••• T HOMAS A. KDU LN. P E. CIVIL )lUIl ER rLS5D899 •044 • • • • • 4. . 4 • • .■ • • 4 5.-,-c%) -. f Iec, Med V1 c' � 5--2 9 rY1 v be._ re - re -&J tet.AJ mot • 13.O,A.# �. APPLICATION # 03643 3 -- CONT.ROL Owner: Jul; .Address: Folio # 1) B A-DII ( 1 /00 t.1 ITEMS PEN_Mgi 4 Crt- 0.1:? CO A , GABLES / e BUILDING & ZONING W1:PART iENT ARi CALCULATIONS i A - a L Arch/Eng: .Lyc0 v — Sco �}e of Jttx�lt: c-- 1. NEW RESIDENCE, DUPLEX, HOTEL, APARTMENTS, COMMERCIAL, & RESIDENTIAL ADDITIONSi RESIDENTIAL GARACIE. OFFICE BUILDINGS & STORE BUILDINGS (SHELL ONLY), TENANT IMPROVEMENTS) INTERIOR RESIDENTIAL AND COMMERCIAL A.`LTERATIONS, . COMMERCIAL AND APARTMENT PARKING GARAGES, CdVERE,D TERRACE, OPEN PORCH, POATL COCHERU, TRELLIS. SQUARE I EET SQUARE PEET 3. PATIO, POOL DECK, DRIVEWAY, WALKWAY, PARKIN() LOTS, . TENNIS COURTS, SCREEN ENCLOSURES, LANDSCAPING. Si 2nel TJxZ- SQUARE PEEN Ow) igt007; 5 aof `O 5j; 1 55;13 5,)v 6 - L' L 534S— 401 1 - hug()— d E 0 f CS- - oGii }0 ,-, ,- - AWNINGS, CANOPIES, WINDOWS, MUTTERS, WROUGHT, IRON GRILLES DOORS, GARAGE DOORS: SQUARE, PII3T AJC SCREEN, MASONRY PENCE, WROUGHT IRON OR ALU,MfNUIv1 LINEAL FEET MICE, CHAIN LINK FENCE .RETAINING WA P ,L RAISIN [J S. APPLICATION VET?, PEIWIT [T BOND .` CODE COMPLIANCE LIEN FEE TtA17ON GAS DOCUMENTATION PRESERVATION TNRT ,SIIOLD FEE E CONTRACTORS' rr r OTHER. ' 17,00 100.00 ZONING DATA SHEET DATE: JUNE 6, 2004 APPL: 03086749.SDB OWNER: ZUMPANO ADDRESS: 850 LUGO AVENUE LOT AREA: 11500.0' MAX FAX.: 4600.0' F.A.F. PROVIDED: (EXT) 4195.0'+ (NEW) 85.0'= 4280.0' MAX 35% LOT COV.: 4025.0' 35% LOT COV. PROVIDED: (EXT) 3560.0'+ (NEW) 85.0'- 3745.0' MAX 45% LOT COV.: 5175.0' 45% LOT COV. PROVIDED: (EXT) 3660.0'+ (NEW) 85.0'= 3745.0' s\N\ Att?I11ON — §O Area E ,10O j CANAL XI5i] cov ma Area 423,06 X51iN6i 1 51P 1'4\1CF Area 279,68 A -ea - I45.18 Xf511N6 1/o -6OCHFI Area X52,00 A 'ILL : 05066 749.5PP OWNEg: ZUMPANO Annl'55, 80 LUDO NEU LUDO AVNU Area I I OO,OO CANAL X151]k6 13A -CONY f NEW / ,! r l V'AT1ON MC 'I / 5I 1 Af ryVl �P 5I12F1 ICY' 5CONY2 FLOM Area - UO2185 L 1,60 All N UE Center of Section 18-55-41 89'41930" E 1912.35' SKETCH AVENUE L UGO 100.00' N 09'41'30" E 24 a 00 Power Pole 10. 3 CO 0 0I 15 at Dca 4 Wate r Q Q Cuter 4.79' 5.64' 5 N 89'41'3(" K 100 .00 9 2 0 3 0 at Ux 13.04" -- b:r 1' SO One Story CBS House Floor Elev=14.18' 1//,/// rr r..• 7. Od 7. 08 16 0 14 0 ca c>. 25 100. 00' 17 5 89'41'30" W 18 0 c ---Y- 25.90"-- or 6 80 26 CANAL ELEVATIONS FLOOR ELEV. = 14 .18' A/C SLAB - 12.50' GROUND = 11.90' ROAD = 9.88` OF SURV FWOD INSURANCE INFORMATIO N COHYUNTTY NUMBER 120839 . PA NEL NUMBER 12025CO278 J DATE OF Mak 2 MARCH 1994. RIDER DATE 17 J ULY 1995 . FIRM SON S VE RASE FL000 ELEVATION: 14.0' CITY OF CORAL GABLES SURVEYOR'S NOTE TREES NUMBERED 1 THROUGH 18 ARE LISTED ON A SEPARATE ran LIST ATTACHED_ i l% LOCATION SKETCH I SCALE 1'-,` 21 22 23 25 CANAL AVE ): A PEDRO q4 33 3Z CA NAL AVENUE L UGO 27 28 LEGAL DESCRIPTION LOT 25 BLOCK 3 OF THE PLAT OF "CORAL BAY SECTION B. AS RECORDED IN PLAT BO0K 65 PAGE 115 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA ADDRESS; 650 AVENUE LUGO SECTION 10, TOWNSHIP 55 SOUTH RANGE 41 EAST . Mi ami -Dade County Folio = 03-5118-008-0250 CITY OF CORAL GABLES SURVEYOR'S NOTE • BOUNDARY SURVEY WAS PERFORMED 14 JUNE 2003 . • THE ORIGIN OF BEARINGS WAS PER 113E PLAT AND USING THE CE NTt RUNE OF AVENUE LUGO AS N89'41'3011 • ELEVATIONS ARE N. G. V. D. OF 1929. BY WAS A DADE COUNTY BENCHMARK (C-319). LOCATED AT SW 237th AVENUE AND SW 128th STREE T (AVENUE LUGO), BRASS DISK IN CONCRETR SEAWALL, ELEVATION 4.07 FEET. ▪ UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF FLORIDA LICKED SURVEYOR AND MAPPER THIS DRAWING, SKETCH . PLAT 011 MAP IS FOR INFOR MATIONAL PURPOSES ONLY AND IS NOT VALID. • IT IS A VIOLATION OF THE FLORIDA ADMINISTRATIVE CODE 1'0 ALTER THIS S URVEY WITHOUT THE WRIT EN PERMISSION OF THE SURVEYOR AND/OR JAWS HEADMAN & ASSOC.. INC. SURVEYOR'S CERTIFICATE I HEREBY CERTIFY: THAT THIS SURVEY MEETS THE M INIMUM TECHNICAL STANDARDS SET FO BY THE FLORIDA BOARD OF LAND SURVEYORS AND MAPPERS ' URSUANT TO SECTION 472.027 F.S. r 61 -8 F .A .C. ir //' JAWS E _: 'MAN P.L.S. NO . 2997 LB JAME S HEADMA N AND ASSOC.. INC 11501 SW 57th TER RACE MIAMI FL 33173 Ph 305/252-0741 Fax 305/596-5994 OWN BY: MB AP'V'D BY: .1 .LR JOB N o.: 4776 BOUNDARY SURVEY FOR JOSEPH I. ZUMPANO, Esq. SCAM 1"- ZO ' DATE 14 JUNE 2003 311?. 1 OF 1 INSPECTION CODES FOR STRUCTURAL (Check box for required inspections) CODE INSPECTION DESCRIPTION N506 N481 Architect'Engineer - review of soil condition letter Base N562 Beams - miscellaneous N400 Beams - 01 floor N401 N402 H400 H401 Beams - 02 floor Beams - 03 floor Beams - 04 floor Beams - 05 floor H402 H403 Beams - 06 floor Beams - 07 floor H404 Beams - 08 floor H405 Beams - 09 floor H406 H407 H408 Beams - 10 floor Beams - 11 floor Beams - 12 floor H409 Beams - 13 floor H410 Beams - 14 floor H411 Beams - 15 floor H527 Beams - 16 floor H528 N403 N404 N405 H412 H413 H414 H415 H416 H417 H418 H419 Beams - penthouse Caps - 01 floor Caps - 02 floor Caps - 03 floor Caps - 04 floor Caps - 05 floor Caps - 06 floor Caps - 07 floor Caps - 08 floor Caps - 09 floor Caps - 10 floor Caps - 11 floor CODE INSPECTION DESCRIPTION H420 Caps _ 12 floor H421 Caps - 13 floor H422 Caps: 14 floor H423 Caps - 15 floor H525 Caps - 16 floor H526 Caps - penthouse N483 Ceiling framing - 01 floor N484 Ceiling framing - 02 floor N485 Ceiling framing - 03 floor N745 Ceiling framing - 04 floor N746 , Ceiling framing - 05 floor N747 Ceiling framing - 06 floor N748 Ceiling framing - 07 floor N749 Ceiling framing - 08 floor N406 Columns - ground/basement floor X+ N462 Columns - miscellaneous N407 Columns - 01 floor N408 Columns - 02 floor N409 Columns - 03 floor H424 Columns - 04 floor H425 Columns - 05 floor H426 Columns - 06 floor H427 Columns - 07 floor H428 Columns - 08 floor H429 Columns - 09 floor H430 Columns - 10 floor H431 Columns - 11 floor H432 Columns - 12 floor H433 Columns - 13 floor H434 H435 Columns - 14 floor Columns - 15 floor FORM111 (10/03) INSPECTION CODE ` F S TRUC TURA L (Check box for r �1 CODE INSPECTION DESCRIPTION H523 Columns - 16th floor H524 Columns - penthouse N482 Concrete curbing N555 Courtesy - lst N556 Courtesy - 2nd N557 Courtesy - 3rd N463 Driveway - base N468 Driveway concrete •erirniter N584 Driveway - setback N469 Driveway - slab N464 Driveway - subgrade N507 Elevation certificate - flood zone (prior to tie beam) N486 Final - driveway N480 Final - garage door N511 Final - roof N458 Final - shutters N411 Final - structural N412 Final - structural - shell only H720 Fire stopping - Olst floor H721 Fire stopping - 02nd floor H722 Fire stopping - 03rd floor H723 Fire stopping - 04th floor H724 Fire stepping - 05th floor H725 Fire stopping - 06th floor H726 Fire stopping - 07th floor H727 Fire stopping - 08th floor H728 Fire stopping - 09th floor H729 Fire stopping - 10th floor H730 Fire stopping - 11th floor H731 Fire stopping - 12th floor 2 N508 INSPECTION DESCRIPTION Fire stopping - 13th floor Fire stopping - 14th floor Fire stopping - 15th floor Fire stopping - 16th floor Fire stopping - penthouse Floor joist Floor trusses - 02nd floor Floor trusses - 03rd floor Floor trusses - 04th floor Foundation Foundation - additions/new (soil letter required) Foundation - miscellaneous Foundation - miscellaneous - 2 Foundation - miscellaneous - 3 Foundation - miscellaneous - 4 Foundation - miscellaneous - 5 Foundation - miscellaneous - 6 Foundation - miscellaneous - 7 Framing - miscellaneous Framing - 01st floor Framing - 02nd floor Framing - 03rd floor Framing - 04th floor Framing - 05th floor Framing - 06th floor Framing - 07th floor Framing - 08th floor Framing - 09th floor Framing - 10th floor Framing - llth floor FORM1'11 (10/0 INSPECTION CODES FOR STRUCTURAL (Check box for required inspections) CODE INSPECTION DESCRIPTION H445 Framing - 12th floor H446 Framing- 13th floor H447 Framing -„14th floor H448 Framing - 15th floor H521 Framing _ 16th floor H522 - Framing -penthouse 1-1738 Framingwall shaft - 01st floor H739 Framing wall shaft - 02nd floor H740 Framing wall shaft - 03rd floor H741 Framing_ wall shaft - 04th floor 11742 Framingwall shaft - 05th floor H743 Framing wall shaft - 06th floor H744 Framing_wall shaft - 07th floor H745 H746 H747 H748 H749 i H750 H751 H752 H753 Framn_gwall shaft - 08th floor Frarning_wali shaft - 09th floor Framing wall shaft 10th floor Framing wall shaft - 11th floor Framing wall shaft - 12th floor Framing wall snaft - 13th floor Framing wall shaft - 14th floor Framing wall shaft - 15th floor Framing wall shaft =16th floor _. 1-1754 Framing wall shaft - penthouse N421 Grade beam N487 Grade beam -pool -- N499 Gypsum board - 02nd layer N500 Installation inspection H906 Installation - waterprnofirrg__ N476 Insulation - 01st floor N477 Insulation - 02nd floor 3 CODE INSPECTION DESCRIPTION N478 Insulation - 03rd floor H542 Insulation - 04th floor H543 Insulation - 05th floor H544 Insulation - 06th floor H545 Insulation - 071h floor H546 Insulation - 08th floor H547 Insulation - 09th floor H548 Insulation - 10th floor H549 Insulation - 11th floor H550 Insulation - 12th floor H551 Insulation - 13th floor 11552 Insulation - 14th floor H553 Insulation - 15th floor H554 Insulation - 16th floor H555 Insulation - genthouse N422 Lathing N502 Mopping_ inspection N513 Mopping inspection__(jf re uiredi N912 Notice of commencement posted N586 Patio = base N587 Patio - concrete perimiter (pavers) N585 Patio- sub rode N423 Pavement H755 Penetration - 01st floor H756 Penetration - 02nd floor H757 Penetration - 03rd floor H758 Penetration - 04th floor H759 Penetration - 05th floor H760 Penetration - 06th floor H761 Penetration - 07th floor FORM111 (10103) 4 INSPECTION CODES FOR STRUCTURAL (Check box for required inspections) CODE INSPECTION DESCRIPTION 1-1762 Penetration - 08th floor 11763 Penetration - 09th floor H764 Penetration - 10th floor H765 Penetration - 11th floor H766 Penetration - 12th floor H767 Penetration - 13th floor H768 Penetration - 14th floor H769 Penetration - 15th Floor H770 Penetration - 16th floor H H771 Penetration - enthouse Pile lo Pilin Pool deck/slab N427 Pool piling N428 Pool steel N429 Pool steel & main drain X N430 Poured cells - 01st floor /,( N431 Poured cells - 02nd floor N432 Poured cells - 03rd floor H449 Poured cells - 04th floor H450 Poured cells - 05th floor H451 Poured cells - 06th floor Poured cells - 07th floor Poured cells - 08th floor Poured cells - 09th floor Poured cells - 10th floor Poured cells - 11th floor Poured cells - 12th floor Poured cells - 13th floor {r CODE INSPECTION DESCRIPTION H459 Poured cells - 14th floor H460 Poured cells - 15th floor H519 Poured cells - 16th floor H520 Poured cells - penthouse N433 Rake beam N498 Reinforcing steel XN434 Roof beams N566 Roof frames X. H915 Roof insulation N436 Roof sheathing N437 Roof slab N570 Roof tie beam N435 Roof trusses N438 Screw for gypsum board - Olst floor X N439 Screw for gypsum board - 02nd floor N440 Screw for gypsum board - 03rd floor H461 Screw for • ' sum board - 04th floor Screw for . .sum board - 05th floor sum board - 06th floor Screw for gypsum board - 07th floor Screw for •sum board - 08th Floor H466 Screw for gypsum board - 09th floor H467 Screw for gypsum board - 10th floor H468 Screw for gypsum board - 11th floor H469 Screw for gypsum board - 12th floor H470 Screw for gypsum board - 13th floor H471 Screw for gypsum board - 14th floor H472 Screw for gypsum board - 15th floor H517 Screw for gypsum board - 16th floor H962 Screw for gypsum board - 17th floor FORM111 (10/03) INSPECTION CODES FOR S TR U C TURA L (Check box for required inspections) 1 CODE INSPECTION DESCRIPTION H958 Screw for gyp_sum board - 18th floor H959 Screw for gypsum board _ 19th Floor H518 Screw for gypsum board penthouse N909 Setback N572 Setback - structural N573 I Setback - miscellaneous N910 ! Setback -miscellaneous N441 Sheathing - 01st floor N442 Sheathing - 02nd floor N443 Sheathing. 03rd floor H473 ' Sheathing - 04th floor N504 L Shingles - installation Lroofing}_ N460 Shop drawings = doors . -- N471 Shop drawings - cgarage doors N46ti Shop drawings _.pre cast members N700 N472 N512 N459 N491 Shop_drawings - railings (balconies) Shop drawings _ railings !stairs) Shop drawings - shutters Shop drawings - shutters Shop drawings _ storefront N4 Shop.drawincgs - trusses _- N490 Shop drawings e windows N444 Slab - ground floor N445 Slab - miscellaneous I .. N564 Slab - stairway N563 N446 N447 N448 H474 Slab - steps_.___ Slab - 01st floor Slab - 02nd floor Slab - 03rd floor Slab - 04th floor H47f) H476 H477 H478 H479_ H480 H481 H482 H483_ H484 H485 H515 N516 N578 N509 N450 INSPECTION DESCRIPTION Slab - 051h floor Slab - 06th floor Slab .. 07th floor Slab - 08th floor Slab - gth floor Slab - 10th floor_n.-_ _____�. ._....... Slab - 11th floor Slab - 12th floor Slab .. 13th floor Slab - 14th floor Slab ,. 15th floor Slab - 16th floor Slab_ penthouse Stern wall Tie beam - 01st floor (elevation certificate is a prerequisite Tie beam - 01st floor Tie beam - 02nd floor H451 Tie beam - 03rd floor H486 H529 H530 H531 H532 H533 H534 H535 H536 H537 H538 Tie beam - 04th floor Tie beam _05th floor Tie beam - 06th floor Tie beam - 07th floor Tie beam - 08th floor To beam 9th floor Tie beam - 10th floor Tie beam - 11th floor Tie beam - 12th floor Tie beam - 13th floor Tie beam - 14th floor 5 F©RM111 (10)03) INSPECTION CODES FOR STRUCTURAL (Check box for required inspections) CODE INSPECTION DESCRIPTION H539 Tie beam - 15th floor H540 Tie beam - 16th floor H541 Tie beam - penthouse N452 Tie columns - 01st floor N453 Tie columns - 02nd floor N454 Tie columns - 03rd floor H487 Tie columns - 04th floor H488 Tie columns - 05th floor H489 Tie columns - 06th floor H490 Tie columns - 07th floor H491 Tie columns - 08th floor H492 Tie columns - 09th floor H493 Tie columns - 10th floor H494 Tie columns - 11th floor H495 Tie columns - 12th floor H496 Tie columns - 13th floor H497 Tie columns - 14th floor H498 Tie columns - 15th floor H513 Tie columns - 16th floor H514 Tie columns - penthouse N503 Tile - installation inspection N501 Tile placing inspection N505 Tin cap (flat) & installation inspection N455 Tin cap (sloped) N510 U lift test roofin N456 Window anchors - 01st floor /°. N492 Window anchors - 02nd floor N493 Window anchors - 03rd floor H556 Window anchors - 04th floor H557 Window anchors - 05th floor H558 Window anchors - 06th floor CODE INSPECTION DESCRIPTION N457 Window anchors - 07th floor N494 Window anchors -- 08th floor N495 Window anchors - 09th floor H559 Window anchors - 10th floor H560 Window anchors - 11th floor H561 Window anchors - 12th floor N744 Window anchors - 13th floor N740 Window anchors - 14th floor N741 Window anchors - 15th floor N742 Window anchors - 16th floor N743 Window anchors - penthouse N470 Wire lathe/soffit/ceilings H919 Work completed - miscellaneous H920 Work completed - 01st floor H921 Work completed - 02nd floor H922 Work completed - 03rd floor H499 Work completed - 04th floor H500 Work completed - 05th floor H501 Work completed - 06th floor H502 Work completed - 07th floor H503 Work completed - 08th floor H504 Work completed - 09th floor H505 Work completed - 10th floor H506 Work completed - llth floor H507 Work completed - 12th floor H508 Work completed - 13th floor H509 Work completed - 14th floor H510 Work completed - 15th floor H511 Work completed - 16th floor H512 Work completed - penthouse FORD/1111 (10.03) 6 a Structural Calculations for Zumpano Addition and Roof Deck 850 Lugo Avenue Coral Gables, Florida May 10, 2004 Prepared for: Robert Barnes and Associates - Architect 221 N. Krome Avenue Homestead, Florida 33030 Prepared by: Erdozain Consulting Engineers, Inc. 17290 SW 264 Street Miami, Florida (305) 246-3472 (305) 247-1258 F1. P.E. # 45205 Fl. E.B. # 0007660 elk= ZAIN CONSULTING ENGINEERS, INC. FL. P.E. #45205 FL.E.B. 0007660 PROJECT: PAGE: CLIENT: DATE: SUBJECT: CHECKED: ebk 72,3 4- 6- aIC" "7 -g -A-, F -s r FLooie 14-P1>i rim ,U Fov,i 4-r/O6-) -PCs lc�,u 4 Vexor vrPo r►,si Beila S 1-61.„.1, -Paw A) /3,' ck€.r 5P I R4- a 4R IN Sr�PPv2T' /Z Thu s Ma b iii714.4-riQ.v 5 /41 — f Fr' , 'a ,,A' 2i �. c T -E -k 0v7- c_.c•e+ie. ERs O.4 s7- Fe- 4; P•' 4L vprc,,2r /14 SuP151,47- a,, toe $ /V t1 IAzuj 5 0_,4c -4 4-0L restss 4 ri2uss` /3 7;2vss ryp muss /41-17- / rtireu zs .4I7-/7 z9 /9 /7 - / r/i12) Z$ r / riezu 17290 SW 264 STREET MIAMI, FLORIDA (305) 246-3472 FAX (305) 247-1258 .I 441 1 ERDOZAIN CONSULTING ENGINEERS, INC. FL. P.E. #45205 FL.E.B. 0007660 PROJECT: J ? 4-'*) PAGE: CLIENT DATE: SUBJECT: 5i1r2 7Z'e L L-c�S CHECKED: .2S F'.-.c)oe_. lb? D I TrcA) . af WI 5'7(...a Pt - = D•oa 2 L'; kz k led (,1 ' ,. 14? 4r 1zK tz/� = 4 EJ C —, 8s: 6-;(21.507k1) Pcf !4 Os rA J /-5. C.. 7 f 1,o 7c zt- 1, a tio 1 p , /))X .4= +7,8 , gz -.to) A-- - g3. cp f ZO,J /0 5 firi‘e..., /yo. .4 /Z l IJ7• �f- /, 3 3 12L 1, 1.33x($3,5-710)= p x )( I L .' 2, '-se 13,1 21,4/3,1 FL z- ) r GS -XL jj re?' 1.43 %5-f- • 17290 SW 264 STREET MIAMI, FLORIDA (305) 246-3472 FAX (305) 247-1258 ERDOZAIN CONSULTING ENGINEERS, INC. FL P.E. #45205 FL.E.E. 0007660 PROJECF: CLIENT PAGE:: �- SUBJECT: DA'T'E. CHECKED: V r efx ?s 3 VI _3 s$6 2�!- 2 x r Sx 7.zs 8( �asG tae l L1IVN fcG Tore 5 Az -r- x --3) ,5Sz4g' AT I,tuT ro 918 X Tab* f,t.), 115F 'r /6 /a zc > 5 -88* - 05L X thk4t /„„),--0 E 1sr TS ,� x t ---,6<a o , S EA ) 5`x z 3cD 17290 SW 264 STREET MIAMI, FLORIDA (305) 246-3472 FAX (305) 247-1258 ERDOZA►IN CONSULTING ENGINEERS, INC. FL. P.E. #45205 FL.F.S. 0007660 PROJECT: CLIENT: SUBJECT: PAGE: 24. DATE: CHECKED: r ^ k- S . ep.4) ovg?; P.;3 - 3.1x4 6 2 3 1 4 frlitAA,)6 rZ Z 4,1 t` C Q4 /4- 4';‹, /71 / 7 (,3 22 p/ , 3 x z� 4- ,1 r) r = •S -7L Ce)iu N Ica ga-r. , 11 -trs 17290 SW 264 STREET MIAMI. FLORIDA (305) 246-3472 FAX (305) 247-1258 Powder Actuated Fastening Systems DX Fastener Technical Data L 0-4 004 3.2.3.1 Technical Data 3.2.3 Allowable Loads in Normal Weight Concrete Descalption Fastener Diameter in. (mm) Err 2000 psi (13,8 Mil 3000 psi (20,7 MPa) 4000 psi (27.6 MPa) 6000 ps1 (41.4 MPa) in. (mm) Tension Ib (kN) Shear b (kN Tensions lb (kN) Shear ih(kt Tension Lk Shear 21 (1(N) Tension lb (PA Shear lb 11 N) 610, _ _ _ _ - _ - - 46 60 (16) (0.20) (0.27) 314 70 95 90 110 110 125 75 96 (19) (0,31) (0,42) (0.40) (0.48) (0.49) (0.56J (0.33) (0.42) Dome Head Nail X-DNI 0,145 1 90 140 120 160 156 165 130 195 3.7) (25) (0.40) (0.62) (0.53) (0.71) (0.69) (0.82) [0,58) (0.87) 11h 165 230 190 280 215 335 (38) (0.73) (1,02) (0.85) (1.25) (0.96) Ct.49) - - 314 55 90 70 105 90 125 0,145 (19) (0.24) (0.40) (0.31) (0.47) (0.40) (0.56) - Dcme Head Nail X-21" (3,7) 1 80 135 105 155 130 180 0.138 (25) (0.36) (0.60) (0.47) (0.69) (0.58) (0.80) _ - (3.5) 11/4 125 200 150 220 180 250 (32) (0.56) (0.89) (0.671 (0.98) (0.80) (1.16) - - 3I4 45 105 (19) (0.20) (0.47) _ -` - _ _ _ Fiat Head Nail X. -CF 0.138 1 75 130 (3.5) (25) (0.33) (0.58) - - - --` - - 11/4 120 180 (32) (0.53) (0.85) _ "" - - _ ,_ 3/4 90 96 75 95 Heavy Duty X-ALH 0.177 (19) '- _ _ _ (0.40) (0.42) 10.33) (0.42) Done Heats Nail (4.5) 11/4 - - 300 270 215 256 (32) - - (1.33) (1.20) (0.96) (1.18) Home Head Nast D5 0.177 17/is 150 250 205 285 275 330 - - (4.5) (37) k (0.87) (1.11) (0.91) (1.27) (1.22) (1.47) Dome Head Nail X-2F22P8T 0.138 314 55 90 70 105 90 125 - - (3.5) (19) (0.24) ; (0.40) (0.31) (0,47) (0.40) (0.56) 1!4"•20 Threaded. St. W6 0.145 (3.7) 1114 (29) 90 (0.40) 160 (0.71) 115 [0.51) 225 (1.00) 145 (65) 286 (1.18) - - 3i8"-16 Threaded Stud W10 0205 t+14 220 390 280 445 345 500 _ - (5.2) (32) (0.98) (1.73) (1.25) (1.98) (1.53) (2.221 Flathead Track Nail X-CF2OTHP 0.138 (3.5) 610, (15) 45 (0.20) 75 1 (0.33) _ _ - - - - Stainless Steel Nail X-GR 0.145 1 - - 95 200 100 200 105 200 (3.7) [251 [0.42) (0.89) (0.44) (0.89) (0.47) (0.89) Forming Nail SL62 0.145 1 55 (0.24) 100 (0.44) - - - --- _ _ SL44 (3.7) (25) 30 (0.13) 55 (0.24) - - _ _ _ _ 31F 70 85 0.138 1, ,) _ - (0.31] (0.38) - - - - Flat Head X-ZF MX (3.5) 11/4 125 150 Nail Magazine 0,145 (32) _ - (0.56) i (0.671 - .... - _ (3.7) 1'152 140 175 (31) (0.62) (0.78) _ - 6fa 25 55 45 80 50 80 Flat Head Nail X-nw 0.118 (16) (0.11) (0.24) (0.20) (0.27) (0.2:2) 1 (0.27) - - (3.0) 3/4 50 70 90 TO 90 ' 70 (19) (0.22) (0.31) (0.40) (0.31) (0.40) (0.31) - _ Notes: 1. Values are for fastener only. Attached materials must be investigated 2. Allowable values are calculated using a factor of safety of 8. 3. Multiple fasteners are recommended for any attachment. partite y. v Id 20 Hif6 Product Technical Guide 2001 • Hifti U.S.: 1-800-879.8000 J www.us.htlti.com • Hit} Canada: 1-8W-363-4458/ www.ca.hilti.com ERDOZAIN CONSULTING ENGINEERS, INC. FL. P.E. #45205 FL.E.B. 0007660 PROJECT: PAGE: CLIENT DATE: SUBJECT: CHECKED: FiCw lc) A 17o 6..1 Est r4- (-04-D !r ,pfd -D Rept) ' DL LL (_(r3QC.0 - LL. Pc 5S- X �o = /oo X 6 L� = 4-0 x 6 f (AJc? •4s IA • 23 04, 5-5- 4.c-7 hJTf. ZG 1 i, = 2,K k Yr 5- ro & C-0111- 21/ -3 e 2142'4 y /2" )it-* s� d/. L ~r=ole.710- u • 3211 ath- • !7290 SW 264 STREET MIAMI, FLORIDA (305) 246-3472 FAX (305) 247-1258 eft ANA r.. PIN r^� r•* fift 1 ERDOZAIN CONSULTING ENGINEERS, INC. FL. P.E. #45205 FL.E.B. 0007660 PROJECT: CLIENT SUBJECT: PAGE: 57 DATE: CHECKED: 0 i�A--rte op 5 t — Jed f f� / &s 1 r �S e 12- 7z c' X I Z :11- 66 7 > 17290 SW 264 STREET MIAMI, FLORIDA (305) 24€-3472 FAX (305) 247-1258 ERDOZAIN CONSULTING ENGINEERS, INC. FL. P.E. #45205 FL.E.B. 0007660 PROJECT': CLIENT: SUBJECT: PAGE: (12 DATE: CHECKED: Apo 644 i) 770 gsc (5 r- -J?P '+7 ,45F_A- ✓1 PG>,o ,� �s s e s 772-1 6 )10 rrt w 2 $!/z y- /a L L = v s ��n ► F , (j): 4- (-“1-10) boa kW, Z2 L. = rSf Le a . T'rzrf3 a f I- = s' W (75 i- c) =- /0g'/! 7Z74L - Z .1 3' IG X 1 2 B ,7c' 2— - 392 k_ cr 3gz16)4,5" = 4j2 k. 7, 44 N4 A P b .7iee- 7 r-e,s 5 1%, x 3)e this'. =65,y ,t"a[ . r�+G7 . or; 17290 SW 264 STREET MIAMI, FLORIDA (305) 246-3472 FAX (305) 247-1258 ERDOZAIN CONSULTING ENGINEERS, INC. FL. P.E. #45205 FL.E.B. 0007660 PROJECT: PAGE; 7/� CLIENT: DATE: ��`` SUBJECT: CHECKED: N ot.,r I,ia1 -rii- T G, 1 7 S z .m. OA. X I.5 X 11 �r = .30.3'f � c.-. 39 z../ g a. 3 7--. / 3 ,I.e .-e.: ca - 0 6 I 7 4., Get 2 -dc. Us I to /•' 1H0 03491 --TS ,r" Ds 7-a ,eisght,, ¢/72, it Lum , = /S-4 1T66, 1140 r>C 1 r Vek," 1-)-Ax-r CI -116.61c fpee -r c5 3 ,, ,it4 4._ 44e 3 J- U ze '4 le/V X le,c = 2Z,7 A- 33 17290 SW 264 STREET MIAMI, FLORIDA (305) 246-3472 FAX (305) 247-1258 TABLE 13A -BOLT DESIGN VALUES (Z) tar DOUBLE SHEAR (three member) CONNECTJOl4S12 far sawn lumber with an memb.rs 41f ideeaicd:pecier TIOCILNIEU 14/2 1-1/2 2-11'3 3 3.1/2 4.1f2 5.112 74/2 1-1/2 1-112 34/2 3-1/2 W2 514 314 7/8 1 112 518 3µ 711 511 374 7/8 1 044! SSD OAK 1410 960 730 1760 1310 810 2110 1690 1990 2460 1920 960 2110 2040 1020 11 1 1 2110 1310 1340 1870 1130 1020 2190 1770 1480 2550 1330 1110 3 780 1920 1600 3360 1440 1200 2040 r+ 0*0,53 04050 0.449 1a1XED MAKE DOUGLAS FIR • D01101.AS 1ll*- 10U1 F (14 rue LARCH LARCH 04) tbs. lb 1150 800 330 1440 1130 610 1730 1330 660 2020 1440 720 2310 1530 770 t.' 1530 960 1120 2130 1310 1510 2190 1770 1710 3710 1920 1920 0 2 2020 1338 460 11 1123 2150 1310 1510 2990 1710 1980 3780 1920 2240 1 a u 1320 800 940 1170 1130 1220 2550 1330 1330 3360 1440 1440 4310 1530 1510 -1320 100 940 1170 1130 1290 2550 1330 1550 3360 1440 1680 • yl � ;l 1660 1180 1180 1500 1040 1040 2590 1770 1770 2340 Ingi 1420 3730 2310 2070 3380 1910 1550 3080 2820 1240 4600 2330 1680 7 2150 1310 1310 1170 1130 1290 2490 1770 1910 2550 1330 1690 3750 1920 2520 3360 1440 2170 2040 :l 1 1530 2300 lye 2590 1.70 1770 2340 l 1560 3730 2380 2480 3310 f 1990 5080 2120 2170 4600 2170 6630 3340 3040 5740 27.' ?300 2130 1310 1510 1870 1130 1290 2390 1770 19113 2550 1330 1690 3710 1920 2120 3160 1440 2170 2040 3120 4211Q 1530 2 1770 1770 1340 f 1560 3730 2310 2480 3380 1910 2180 3080 2820 3290 4600 2330 2630 + + 57 1 - t., 1, 2150 1710 1510 1870 1130 1290 2190 1770 1980 2550 1330 1690 3710 1920 2520 3360 1440 2170 31 1bs1. lbws. lbs. 1050 730 470 1310 1040 530 1510 1170 590 1140 1260 630 2100 1350 680 1 1760 1040 880 2400 1170 980 3060 1260 1050 1230 734 1760 1040 1050 2400 1170 1170 3180 1260 1260 4090 1350 1.332 1230 730 860 1760 1040 1190 2400 1170 1370 3180 1260 1470 tat 2590 1770 1770 3730 2310 2480 5080 2820 3290 6630 3340 4190 2340 1560 1560 3380 1910 2180 4600 2330 2890 5740 2710 3610 1430 970 970 2240 1410 1230 3220 1750 1370 4290 2130 1470 1760 1040 1190 2400 1170 1510 31811 1260 1890 2030 2240 1410 1 3220 1750 1760 4390 2130 1890 5330 2030 1760 11 .r1 1190 2400 1170 1510 3110 1260 2030 2410 2240 141+ 1460 3220 1750 2030 4390 2130 2310 5 2480 Ir*, 1760 1040 1190 2400 1170 1580 3180 1260 2030 2530 2240 1410 1460 3220 1750 2050 4390 2130 2720 5330 2580 338(1 .1;11 lbs. lbs. 1030 720 460 1290 1030 520 1550 1130 360 1100 1210 600 2060 1290 650 .1 1740 1030 860 2380 1130 940 3010 1210 1010 �..+ 1080 Via+ 210 720 150 1740 1030 1030 23'30 1130 1130 3150 1210 1210 1210 1 112 1740 1030 1170 2380 1130 1310 3150 1210 1410 ;i 1 3.1 1420 960 960 2220 1390 12N 3190 1700 1310 4210 2070 1410 4 4 00004.013 MR (3) 14w14•F11 It lbs. lbws. 1b 970 680 420 1210 940 470 1450 1040 520 1690 1100 530 1930 1200 600 .I !I r, •1 l 1660 940 780 2280 1040 860 21204� 1100 920 220 1 Li 18...Q 11.1 1660 2210 3030 1660 940 2280 1040 3030 1100 610 110 940 940 1040 1040 1100 1100 1 .r 1 •+ 1 1090 1210 1290 ill •yI 1370 920 920 2130 1290 1090 3030 1610 1210 3940 1960 1290 +1 1 1740 1030 1170 1660 940 1110 2380 1130 1550 2280 1040 14110 3150 1210 1310 3030 1100 1630 'rte 3860 1 2120 1390 1450 2150 11!90 1390 3190 1700 1690 3090 1610 1550 4330 2070 1810 4130 1960 1630 5230 4 _1940 4990 2410 1800 1740 1 1170 1660 940 1110 2380 1130 1550 2280 1040 1410 3150 1210 1990 303 0330 1100 1900 4034 1290 23V4 1 S0 1200 2200 20 1390 1430 1 1290 1390 3190 1700 2020 3090 1610 1900 4350 2070 2210 4130 1960 2020 70 4 }; i 22.00 1660 940 1110 23811 1130 9550 2280 1040 1420 3150 1110 1990 3030 1100 1900 4034 !0 2483 3160 1209 2390 2310 1390 1450 2150 1290 1390 3190 1700 2010 3090 • 1610 1940 4350 x0'/20 2670 2520 3230 4130 1960 2560 3230 4990 1410 3000 4•41 r,1 1740 1030 1170 a �a+ 1. Tabulated Wend design values CZ) for bolted connections shall be multiplied by all applicable adjustment factors (sae Table 7.3.1). 2. Tahutsied lateral design values CZ) en for "full dim" baits (see Reference 3) with ll bending yield strength .11 48 sox > ) ) ) ) > rrrrrrrr�prr4s��� %min& Size Thitlmess COLUMNS Square structural tubing Allowable concentric loads in kips 4x4 ih ye slla 1 3/t6 3x3 51t8 114 YiG bolt./ft. fy 0 2 3 4 5 6 7 8 9 10 11 L2 13 14 15 16 17 18 19 20 21 22 23 24 25 A (in .2) r (in.4) r (in .) RIfending facto r •a 21 .63 176 168 162 156 150 143 135 126 117 108 98 87 75 65 57 50 44 39 35 32 29 26 24 6.36 12.3 1.39 1. 04 1.83 17.27 140 134 130 126 121 115 110 103 97 89 82 74 65 57 49 43 38 34 31 28 25 23 21 19 5.08 10.7 1.45 0.949 1. 59 14 .83 120 115 112 108 104 100 95 90 84 78 72 65 58 51 44 39 34 31 28 25 23 21 19 17 12.21 9 .42 99 95 92 89 86 83 79 75 70 65 60 55 49 43 38 33 29 76 24 21 19 18 16 15 14 46 ksi 76 73 71 69 67 64 61 58 55 51 47 43 39 35 30 27 24 21 19 17 16 14 13 12 11 10 .58 86 80 77 73 68 63 57 51 44 37 31 26 22 19 16 14 13 Properties 4.36 9.58 1. 48 0. 910 1.43 Tabu lated values of a must be mu ltiplied by 1 No te: Heavy line indicates Mir of 200. 0.874 1.22 0. 840 0.983 3.11 3.58 1.07 1.30 ` 0.533 181 6.81 71 67 64 61 57 53 49 44 38 27 23 19 17 15 13 11 10 2.59 3.16 1.10 1.23 0.470 56 53 50 48 45 42 39 35 31 27 22 19 16 14 12 11 9 3,59 8.22 1.51 2. 77 6.59- 1.54 2.02 2. 60 1.13 1. 17 0.387 COLUMNS Rectangular structural tubing Allowable concentric loads in kips Y 16x 12 16x8 14x10 1 1� kV2 12x8 I A 12x6 112 9.68 76.07 76 .07 58.10 76.33 62 .46 47.90 67 .82 55.66 4: 4 0 a go c v 64 0 6 0 u a 6 cC m 2) u 729 618 618 472 6 , 700 580 588 450 7 695 572 582 445 8 689 564 576 440 9 683 555 569 435 LO 676 546 562 430 11 670 536 555 12 663 526 547 13 656 516 539 14 648 505 531 15. 641 494 523 16 633 482 5L4 17 625 470 505 18 617 458 496 19 , 608 445 486 20 600 432 477 2 582 405 457 24 563 376 436 26 543 346 413 28 523 314 390 30 ' 502 281 366 32 480 247 341 34 457 2L9 315 36 433 195 2i: 38 409 175 260 39 396 166 246 384 158 234 425 419 413 407 401 394 387 381 373 366 351 335 319 302 284 255 245 225 204 194 184 46 Isi 618 508 580 571 562 553 543 532 521 510 498 486 474 461 447 434 419 390 359 326 291 255 224 199 177 L59 151 143 475 .468 461 453 446 437 429 420 410 401 391 380 370 359 347 324 299 213 245 216 190 L68 150 135 128 122 389 365 360 354 349 343 337 330 323 316 309 549 453 500 411 3 488 402 3 476 393 3 464 383 2 450 372 2 436 361 2' 422 349 2 406 337 2i 390 325 2' 374 312 2- 302 357 298 2. 294 339 264 2 286 320 269 2; 278 301 254 21 269 281 238 if 252 233 214 193 172 151 134 119 107 102 97 239 205 11 201 173 1:: 171 147 11 148 127 1C 129 111 S 113 97 7 100 86 6 89 77 80 69 5 16 65 62 5 A (in.2) 1, (in.4) r,. (in.4) r +dry ry (in .) fix /Ben ding Rly factors a, n} t 26.40 962 618 1.25 4.84 0.219 0.256 143 92.1 22.40 722 244 1.72 3.30 0.248 0.366 108-- 36.4 22 .40 608 361 1.30 4.02 0.257 0 .309 90 .6 53 .9 Properties 17 .10 476 284 1.29 4.08 0.251 0.301 70 .9 42.3 22.40 418 221 1 .37 3.14 0 ,322 0.405 62 .3 33.0 18.40 353 188 1.37 3 .20 0.312 0.391 52.6 28.0 * Tabulated values Of n, and a„, must be multiplied by 106. Note : Heavy line indicates 1Wr of 200. 14.10 279 149 1.37 3.26 0.303 0.377 41.6 22.2 19.90 337 112 1.74 2.37 0.354 0.535 50.3 16 .6 16 .40 28? 96.0 1 .73 2.42 0.342 0.511 42.8 14.3 12. 2 77 1. 2.• 0.3 0 .4; 34 I1 AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERICAN INSTITUTE OF STEEL C ONSTR UCTI ON ERDOZAIN CONSULTING ENGINEERS, INC. FL. P.E. #45205 FL.E.B. 0007660 PROJECT: PAGE: CLIENT: DATE: SUBJECT: CHECKED: f7 v u� ry 15f: .Geld er Us• " t e7s i -r-a, 05n� "Yew-�`s le3 X6 •,c if 3 1...P/ .1/�) 4t S z / ►2t l/ ?ate t ki 1--) C.) S.- 7- c) '51 -t - t- #-7-. ) x"1 ST -13-1- U f.,) 7" 4-5t iv 6: 418n1 00 4- 3 Z‘ JA PS 17290 SW 264 STREET MIAMI, FLORIDA (305) 246-3472 FAX (305) 247-1258 ) ) ) ) ) ) ) ) ) ) ) ) ) ') ) ) ) ) ) ) ) 7-480 Fas►4 nQc 7.3.3 Sp acing, End Dist ance, and Edge Distance Spacing, end dist ance, a nd edge distance requirements for lag screws are the same as those f or b olts of a diameter eq ual to the sha nk diameter of the lag screws used. 7.3. 6 Lag Screw Design V alues Lag screw design v alues may be determin ed by using t abular val ues from Ta- bles 7.22 and 7.23 for later al l oads a nd Tables 7 .24 and 7.25 f or withdrawal l oads. The design valu es for lateral l oads ca n als o be determi ned by us e of Eqs. (7-17)- (7-19). TABLE 7.22 Lag Screw D esign V alues (Z) for Single Shear (Two Member) Connecti ons" with B oth Membe rs of Identi cal Species 510E VENEER Ii0CK7'ESS t, inches 1. AG SCREW DI 'METER 0 1110123 .6.0.67 RED O AK C.U.55 ' M IXED M APLE worm FRS PINE G-030 DOUGLAS FAN, LARCH 6.0.49 DOUGLAS FIR- LARCH (7il CA ss DOUGLAS FM (Ss 1NE51171 VS - Z11 lox. Zs; lbs. 4. . lbs. Z. Ibs. Z. 160. 4.1 lbs. 2 • 4b4. 4. 11x. 4.. I6s. Zu lbs. 4. IDs, 4. lbs. Zi lbs. z,. On . 2.1 014 !f4 190 131 150 170 130 130 160 110 120 160 110 120 150 100 11 1/2 5416 270 190 210 240 140 180 220 130 170 210 120 170 200 110 Ili 3(11 340 210 350 290 160 220 360 140 200 260 130 200 240 120 1911 1/4 210 160 160 180 130 140 170 120 110 170 130 130 160 120 1'J 5!8 5116 290 210 220 250 100 190 240 160 1110 240 134 170 230 140 171 318 350 250 260 310 300 2330 290 170 310 290 170 210 7.110 150 "01 1/4 2311 170 180 200 140 1:50 IRA 430 140 1110 130 144 170 120 130 314 5116 3111 220 240 270 190 2110 250 170 190 250 170 ISO 240 110 11 :410 380 260 210 330 220 240 340 210 220 310 '00 210 290 180 '11 1/4 260 200 200 239 160 1111 210 150 160 210 150 160 200 140 5116 360 250 270 300 210 230 280 190 210 210 190 210 270 1'0 2510 3/11 4.30 290 330 370 240 270 350 2_20 250 340 '20 '50 330 2!0 :40 414 2641 200 200 230 ISO 1110 220 170 170 220 170 170 210 150 14 1. 114 5/16 370 2110 280 340 230 250 320 210 240 320 210 230 300 190 :31/ ?111 470 330 340 420 270 300 390 240 290 390 240 280 370 230 . 111 1611 200 2200 230 1110 1110 220 170 170 220 170 -1713 210 160 Ps '4116 370 2110 2 2110 340 331 2 22511 320 230 3441 12(1 250 '30 110 2-11'1 231 318 470 340 340 420 3110 3114 41111 270 290 4810 360 100 390 'w4 1V 7/16 630 430 460 570 330 400 340 310 300 540 310 1110 510 190 96 1122 R30 sit) 5913 710 4211 5811 660 3110 460 0+50 370 450 610 150 14 1.442 511 1140 670 11110 900 570 680 920 5,111 620 910 520 6211 1170 4'0 111 114 314 1510 1190 (040 1320 660 KEW 1240 5'14 020 1220 560 x011 1170 520 Ili 7111 1940 960 13410 1710 720 1110 1620 630 1040 16170 6940 1020 1540 550 971 1 1450 1020 1600 1170 770 1170 2110 680 1-200 21340 650 1260 1930 100 1.711 1.119 3030 1000 19.10 1590 010 1670 2160 710 1560 2720 690 1543 2170 620 1se1 1.114 3520 1140 2.9111 20140 01,0 1111110 26341 7511 1960 2500 7. 10 1040 3410 210 1614, ±-1-, ....164 160 I,: 264 2011 21113 230 150 1110 210 1711 170 220 1711 170 5/16 370 100 200 .110 150 150 320 2411 240 320 210 130 314 '0 -1 3,'11 470 340 310 420 . 17(1 . loll •41(4 29(1 19(1 400 1140 :SO 390 370 - 7116 630 4444 460 571 1111 400 550 300 300 540 3014 ?1110 520 1"),4 11. 4430 590 590 750 5241 52211 710 4%11 4/111 710 41011 41141 690 4'0 ;r. .- 1(2 5111290 1460 800 1170 700 11241 630 7,10 1110 6211 7240 1070 44 1 t. 574 4893 1060 1.10 1600 1 111311 1S70 8011 111211 1530 7110 1010 147{1 7+01 µ'. 7,0 24611 1-2""10 16411 , 2100 1111[1 1950 1(1110 11143 1930 470 12641 1130 010 I: '4 1 2.'170 1550 4080 1560 1100 16601 3390 11.11 15311 2401 1110(1 150(1 22511 1.116 1414 1. 1;1 3550 1Eµ1 21211 µI1111 13541 10511 30041 11911 10 01 2:150 11511 11711 27241 10411 1:211 1.1/4 41911 1910 284 413 46 50 1440 -;711 4141 1250 2100 5 M 12211 41:11 5250 1° 7, 3 Lag & *wi 7-4 TABLE 7 .22 (C ontinued) 6 4141 HEM -FIR G•0,11 SPRUCE PIN E •1.I14 64.37 REDWOOD 0 +4.76 EASTERN SOFTWOODS 0..31 N0RTHER% S 1246 10ps+. 444441 5PRtiCE•PINE, FIRI51 SCRE W _ WESTERN CED ARS DIA METER WESTERN WOODS 1) 1 Z .1 Z.A . Z,1 221 2�1 , 211 2L1 . Z,., 20 Z +4, Z. 211 `-Y4 Meats Ids . 16 1. 1b. . Ibr. lbs. 110. lbs. Ills. lbs . Its. lbs. lbs.. lbs. lbs. 1/4 150 90 110 130 90 110 130 70 100 130 70 100 120 70 5116 190 100 150 110 100 150 160 80 1.10 160 10 130 150 80 319 230 110 1140 220 110 180 190 90 160 190 80 150 110 60 114 160 110 120 150 10 110 130 90 100 140 90 100 140 RO 3114 220 130 160 210 20 160 244 100 160 200 1110 140 190 90 3/11 770 140 190 370 30 190 240 110 170 240 110 170 230 11X) 04 160 110 120 160 10 120 150 100 110 150 100 110 140 100 5116 230 130 170 220 50 160 210 120 130 200 120 150 200 110 3/8 280 170 2011 210 60 2110 260 130 .190 350 130 170 230 120 1/4 ITIO 110 140 190 211 170 170 110 1213 1711 110 130 160 1017 5116 250 160 190 250 60 190 230 140 160 220 140 160 2211 140 3/11 310 190 220 300 90 220 2-80 179 200 270 170 190 270 160 1/4 210 140 141 200 1411 150 190 120 140 190 12211 140 110 110 5116 280 180 210 2114 170 210 2230 160 180 250 150 180 280 150 519 350 210 250 340 2(111 250 310 1110 220 30(1 IR0 210 300 170 l"---14--.2.1-0-7.10-170- , 151 150 190 140 140 190 130 140 190 1301 5116 300 !C O 210 300 190 210 280 171) 190 270 160 190 270 160 3/1 370 230 160 340 370 220 470 270 260 340 190 240 240 300 340 1911 230 4201 330 110 7/2 I!: 580 270 384 330 40(1 370 ' 45x1 5220 290 350 306 ? 0 518 820 4 220 550 1110 410 541 750 350 490 730 330 480 720 320 314 1120 460 720 1100 450 710 1020 370 640 1010 360 63n 910 3511 711 1470 500 920 1450 490 900 1350 410 824 1330 390 810 1210 370 1 1800 540 1150 1760 530 1130 1560 440 1030 1520 420 1010 1460 410 1 .4►9 2030 570 1400 1980 560 1380 1750 440 1350 1 17(0 330 1230 1650 4'20 1 .114 2250 600 4670 2200 51(!3 1650 1950 490 1310 1900 470 140 1130 45Q_ 1/4 210 150 150 300 150 150 190 140 140 190 140 140 190 130 5116 30) 210 210 300 210 210 280 190 190 270 190 490 370 190 3/8 370 260 260 370 260 2611 350 240 340 340 230 230 340 230 7116 510 340 341) 500 310 540 470 310 310 470 100 310 460 390 11: 660 4213 440 650 410 4 .10 620 360 400 610 3413 390 600 340 31: 1030 540 660 1010 3 .10 631 960 470 6111 940 460 590 910 450 3114 1390 690 910 1360 680 890, 1340 610 8170 1220 600 7110 1180 580 7I 1740 830 1110 1740 1110 1090 4560 680 980 1540 66[7 960 1500 610 1 2140 900 1340 2110 BRIO 1310 194(3 7 .1(1 1180 1910 700 1160 1860 6110 1111 1.11'1 2600 960 1590 2560 930 1560 2360 760 1400 2330 730 1370 2270 700 sm..,I.1µ 3110 1000 1431 3070 970 1020 2840 1410 1650 22800 71 0 1620 2740 750 lateral design values (Z) f or lag screw conn ecti ons sh all be multipli ed by all applicabl e f. 7.1) . Were d esign val ues (Z) ar e for "full diameter" lag screws (se e Reference 3) i nsenrid i1 with lag screw axis perpendicular to wood filers, and with the following lag screw bending (1r►)= 70,000 psi for D = i" !*m 60,000 psi for D = ' 45,000 psi f or 2114 NDS-4991..Vationa/ Desig n Sperifialion f or Wood Canstrsuaio e, AFPA. 1250 . NW, Washi ngto n, DC 20036. ERDOZAIN CONSULTING ENGINEERS, INC. FL. P.E. #45205 FL.E.B. 0007660 PROJECT: CLIENT: SUBJECT: PAGE: 11 DATE: CHECKED: 574, le -fa t- Laa oS j7 r it �y I ti'Pee>per 2 "1." 12L cz, 2r 2< 17T X It -z eo,�sU,e/ S . / L . 1+1� — P2/4 - zx is/4- '7,5 /- .g — 7,7x ! z /, z r P- !k + /$ X f j __ 'Da° it J4 ,_ 1r Li 5 !'uGl -- (.0) et- , 3A1 + taro/ d a_ 4 1.14- X z. 2,08 . _ ,7 X 3G Y 27k 19290 SW 264 STREET MIAMI, FLORIDA (305) 246-3472 FAX (305) 249-125$ ERDOZAIN CONSULTLNG ENGINEERS, INC. FL. P.E. #45205 FL.E,B. 0007660 PROJECT: PAGE: le/ /., CLIENT: DATE: SUBJECT: CHECKED: FL - f -'or , it f`1-" = % k_ . Cr9rv5 tje S 1 tc ri4 w_v m, 7- -P J/4. ----- / , _5,- 2./4_ .-,-, , 1,-,' c7f ` /l it 7 41 ,K rt Fez)Vr t,AJ5 - #5 1 / x � rt 6, 7 2 /e-- 11290 SW 264 STREET MIAMI, FLORIDA (305) 246-3472 FAX (305) 247-1258 ERDOZAIN CONSULTING ENGINEERS, INC. FL. P.E. #45205 FL.E,B. 0007660 PROJECT: CLIENT: SUBJECT: PAGE: )// DATE: CHECKED: Ciffj�G, ,'e/s-r- loco b / i ,an. o,e_rr IA, PXf Pi fcr- Cf r z l L., 7-&-r--,4 Lc, 6i- /(-2 -a f RlI w = n eA , 14354- 12= . l &>4Cab /5 E. ,4.v. 6$ //', 6. 7 1 tiz16 ),p r = 7. 75 kAc. M 4. x !a, 6. 7 ix, ,)c l L 9 114rr,r 7.3 9 S. G - 2I.g= /I 74* L n x r g1 73 (6.X fc) t• /17, 4-/tz.7 kseL / Ud' 4 tr Lq, 17290 SW 264 STREET MIAMI, FLORIDA (305) 246-3472 FAX (305) 247-1258 1 ERDOZAIN CONSULTING ENGINEERS, INC. FL. P.E. #45205 FL.E.B. 0007660 PROJECT: CLIENT: PAGE: %i DATE: SUBJECT: CHECKED: 1/4 rr %6 2.k s� x 3 /01 7 '11 Hi, 47/0. 17-- /7 tle- 21,e. v ,Lr r —A —L 4-r 4P 8 x / t7,`4�/'ie 42,6, 7 3/4 /►ti D. �, 1 1 L r s e u /z €3 - C. 410 17290 SW 264 STREET MIAMI, FLORIDA (305) 246-3472 FAX (305) 247-1258 1 ERDOZAIN CONSULTING ENGINEERS, INC, FL. P.E. #45205 FL.E.B. 0007660 PROJECT: CLIENT: SURIECr: PAGE: 12. DATE: CHECKED: • r 11 M S' -t) Pt'a 7~� =/6v g 12 X s c z 7s- 2 k celok.. ift4 A p6e.,k 4! P "7"' � Gj GJ fG c 066, Sri ,sic 17290 SW 264 STREET MIAMI, FLORIDA (305) 246-3472 FAX (305) 247-1258 3 ) •) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) TRUSS 'A' ILIAD HERE: LL •00PSFx2.V DL= 75PSFx20; SCALE: 1 /4"m r-0 " S.IZUMPANO - CORAL (ABLES\Sd eme 'C - 1-26fi4\2O03-19-53_C g, Model, 2/19/2004 5:01:40 PM, kenny, Kenny LOADS! 11"C° DL = 15 PSF LL" 30 PSF BC- DL=IOPSF POINT LOAD FROM NEW GIRDER .ton ZUMPANO 9-0-0 9.0-0 8x10 = 9x6 4rr8 = 5s6 9-0-0 9.0-0 ?we Offsets (x,'I l'11;-1- , 4it LOAbIN3 TCLL 300 TCDL 15.0 BCLL 0.0 BCDL 10.0 15-6-0 6.6-0 22-1-0 28.8.0 6-7-0 6-7-0 3.45 8x10 8x10= 6 • 3 5-2-0 44-2.0 6-6-0 9-0-0 Smite -1:7+1.1 0,8 8x10 5 8x10 3 15 14 13 3a6 ti 12 18 11 8x10 = 6u6:49 8x10 21 19 4x19 II 5,411 5x6 6x8 7 104.0 20 15-6-0 6-6-0 22-1-0 6-7-0 28-8.0 6-7-0 35-2-0 SPACING 2.0-0 Plates Increase 1,00 Lumber Increase 1,00 Rep Stress Incr NO Code FBC2001/ANSI95 TOP CHORD 2 X 8 SYP No.2 1 SOT CHORD 2 X 8 SYP No.2 WEBS 2 X 4 SYP No.3 "Except- LER SCAB 8-l0 2 X 8 SYP X Not both sidesSYP Na.2ND SLIDER Lett 2 X 4 SYP No.3 3.8-10e e a rr,a Boo TC • 0.97 BC 0.81 1AIB 0.87 (Matrix) NOTES 1) Attached 13-1-13 scab 8 to 10, both face(s) 2 X 8 SYP Na.2 with 2 row(s) of 10d Common(,148"x3") Naffs spaced 9" o,c.except starting at 0-0-0 from end atjoirrt 8, Hell 2 row(s) at 7 o.c. for 2-0-0; starting at 2-8-8 from end at joint 8, nail 2 row(s) at 4 o.c, for 2-0-0. 2) Attached 15-4-4 scab 10 to 12, front b ce(s)2 X 8 SYF No,2 with 2 row(s) of 10d Cammon(.148"x3") Nails spaced 9" o.c.except startJng at 12-4-4 from end at joint 12, nail 2 row(s) at 7 c.c. for 3-0-0. 3) Unbalanced roof live bads hew bean considered for Ns design. 4) Wind; ASCE 7.98; 148mph (3 -second gust h=251t; TCCL•5.f psi, BCDL=5. and rat exposed ; Lumber DOL=1.33 plat. rip DOL=1. 3. f Category II; Exp C; enclosed; GC; cantilever left 5) WARNING; Required bearing size et joint(*) 11 greater than input bearing size. 6j Provide mechanical connecton (by others) of truss to bearing plate capable of withstanding 1598 lb uplift at joint 1 and 4962 lb uplift oint11. 7) Load case(*) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 8) Spwiel hanger(*) or other connection devlc4(s) shall be mirldeci sufficient to support concentrated load(s) 824.01b down and 41b up al 42-2-0 an bottom chord. The design/sal ec of such special connection device(*) is the responsibility of others. 9) In the LOAD CASE(S) section, loads appied to the lace of the truss ere noted as front (F) or beck (B). LOAD CASE(S) Sdtndard Except; 1) Regular; Lumber Increese=1.00, Plate fncrease=1.00 Unrform Loads h) Vert: 1-8..-90, 6.16--90, 16-20=-360(F=-270), 10-20=-90,1-10=-20 Concentrated Loads 0b)b Vert 2�') 6-6.0 44-2-0 9-0-0 D!EFLL) 0.32 1in >I/dell Lid 380 Vert M_) 0.27 14-15 a9 9 240 Horz(TL) 0,04 11 n/a Na PLATES ORjp MI120 249/190 Weight 480 fb BRACING TOP CHORD Sheathed or 4-3-2 oc puffins. BOT CHORD Rigid ceiling directly applied or 4.2-8 oc bracing. 2 Rows atW S 1 Raw sit m1Idl3 pt pts 9-12 3-145-13, 7-13 REACTIONS 91,/size) 1=1571/0.8-0, 11=6080/0.7.2 (in 0-4.t4) Fr4�ax Upli t1=-1688(Iaad case 2), 11=-4962(load clime 2) Max Gray 1=1585(ioed case 3), 11=6060(load cuts 1) FORCES (lb) - First Load Casa Only TOP CI -Q 1-2=-3931, 2.3--3821, 3-4..-2732, 45=-264.4, 5-8•-14994, 6-7--1463, 7-81-94, 8-15=-118, 9-18=-375, 9.20=3903, 17-20-3349, 10-17=3285 80T CHORD 1-1583678, 14-15=3878, 13-14=2549, 12-13=12, 12-18=-3281, 11.18=-3281, 11-21=-3281, 19-21=,3281. 10-19=-3281 WEBS 3-15..143, 3-14=-1217, 5-14=581, 5-13=•1434, 8-13=86, 7-13=1537, 7-12=-1497, 9-12=3551, 9411=-533,9 147 Sob pesos.: REPAIR (JS) File.:TA Design Information for Metal Plats Connected Trues 4/30/04 11:15 Page 1 Designed By: Customer Address. Manufacturer Address: Results far: TA (Frame Design M.thod - Buckling by Factor/ CODS; FBC2001/AMSI95 • SPAN.: 44-2-0 SPACING: 2-0-0 LOAD: 30.0-15.0-0.0-10.o IRCR: L8. 0.00 LER= 1.00 MAIL. 1.00 • MEMBER 9-10 TOP CHORD MAX CAI. 0.55 + 0.47 . 0.97 MEMBER 11-12 BOT.CIIOPD MAX CSI. 0,39 + 0.4.2 . 0.81 A" DL CAMBER SEMEN SUPPORTS . 1/8 in CALC. L. L. DEFLECTION . 0.32 (L/.9991 AT 14-15 INPUT L/260. MAX. VERTICAL DEFLECTION . 0.27 (L,/,99P) AT 14-15 INPUT L/240 MAX. HORIZONTFAL. DEFLECTION . 0.04 AT JOINT 11 • MAX. TOP CHORD UM/RACED LENGTH . 4-3-2 MAX. BOTTOM CHORD BRACED LING s 4-2-6 TTP CHORD_ 2 X 8 SYP No.2 BOTTOM CHORD: 3 X 8 8YP No.2 WEBS: 2 X 4 SYP NO.3ND iP Design Service Supplied By: DECO TRUSS COMPANY INC_ 10m`+ Voice: (305) 257-2910 FAX : (105) 357-1911 Friday, April 30, 2004 MiTik 2020, Copyright (c) 1992-2000, MiTsk Holdings, Inc. /r+ Job Darer.: RBPAIR (30) ". pile .: TR Truss Osoaetry: (Frame Design Method - Buckling by Factor) 4/30/04 11118 Page 2 J"'"� Total span: 44-2-0 Truro Spacing: TC-Ditch left: 3.451/12 TC-pitch right: 3.451/12 TC-Purlin Spacing: 0-0-0 BC-Durlin Spacing:. 0-0-0 Overall Height: 7-0-0 Overall Length: 44-2-0 Left Top Overhang: 0-0-0 Right Top Overhang: Ong: 0-0-0 Joint Coordinates and Restraint Conditions: /s+ ..aa " Jnt Coordinates - (in) Restraint Id. Inclination MasterJ'nt X Y A. Y Z A _-,. Dog Na.. 4 150.68 47.35 •. " 6 265.00 00.23 0 379.32 47..35 /*, 1 0.00 3.63 Fix Fix 0.00 14 156.00 3.63 3 108.00 35.05 T• 15 108.00 3.53 5 186.00 57.51 13 265.00 3.63 7 344.00 57..51 12 344,00 3.63 9 432.00 35.08 " 11 422.00 3.63 Fix 0.00 2 64.79 22.51 " 10 530.00 3.63 16 390.66 44.04 " 17 516,45 6.98 18 356.00 3.63 19 516.00 3.63 OPIN 20 488.00 15.86 21 506.00 3.63 1► ?Pemba( Information Panel Type Purlin Lengths Mvm"mnt Lengths Design Loading Spacing Actual Suckling Hidpnl Pnlpnt (in) (in) fin) (in) (in) " Top chard at 16.044 deg. (3.451/12) 1-3 Heal @agular 108.65 52.55 0.40 99.90 99.90 3-5 Regular Regular 81.16 52.75 0.65 99.90 99.90 5-6 Regular Regular 82.20 53.43 0.65 99.90 99,90 Tap Chord at -16.044 deg. (-3.451/13) 0 6-7 Regular Regular 82.70 53.43 0.65 99.90 99.90 7-9 Regular Regular 81.16 52.75 0.65 99.90 99.90 " 9-10 Baal Regular 117.49 57.52 0,51 99.90 99.90 Bottom( Chord at 0.000 deg. (0.000/12) /".. 1-15 Hall Porch 104.00 51.30 0.49 99.90 99.90 14-15 Regular Porch 78.00 50.70 0.65 99.90 99.90 13-14 Regular Porch 79.00 51.35 0.65 99.90 99.90 12-13 Regular Porch 79.00 51.35 0.65 99.90 99.90 11-12 Regular Porch 78.00 50.70 0.65 99.90 99,90 10-11 Reel Cantilever 105.00 54.60 0.51 99.90 99,4,0 Feb at 90.000 deg. (90.000/12) Jab Descr, ,. RZPAIR WO) file . a TA 4/30/04 11215 Page 3 Panel Type Design Loading Perlin Length* Spacing Actual Suckling (in) lin) (in) X. Moment Length Midpnl Pslput (in) (in) 3-15 Regular Web at -18.248 3-14 Regular Web At 90.000 5-14 Regular Web at -31.898 5-13 Regular Web at 90.000 6-13 Regular Web at 31.598 7-13 Regular Web at 80.000 7-12 Regular Web at 18.246 9-12 Regular Web at 90.000 9-11 Regular Regular deg. 1-3.956/121 Regular deg. (90.000/12) Regular deg. 4-7.469/12) Regular deg- (90.000/121 Regular deg. (7.469/17) Regular dog. (90.000/12) Regular deg- 43.954/121 Regular deg. (90.000/121 Regular 24.06 78.44 46.49 89..93 69.21 88.93 46.49 78.44 24.06 Llbr 'ype Ind coed. Length Start Ind (in) 19.25 0.80 42.76 0.80 37.19 0.80 71.14 0.80 65.36 0,80 71.14 0.80 37.19 0.80 62.76 0.80 19.25 0.80 99.90 99.90 99.90 99.90 99.90 99.40 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 Area Section Mint of Inertia Modulus 1 y (1521 Iin3) (in4) (in4) Tap Chard 1-3 Beam 2-3 Beam 3-4 Bean 4-5 Bean 5-6 Seam Top chord 6-7 Seim 7-8 Beam Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid 8-16 Seam Rigid Rigid 9-16 Beam Rigid Rigid 9-20 Beam Rigid Rigid 17-20 Beam Rigid eigid 10-17 Beam Rigid Rigid Bottom Chord 1-15 Ream Rigid Rigid 14-15 Beam Rigid Rigid 13-14 Hamm Rigid Rigid 12-13 Beam Rigid Rigid 12-15 Seam Rigid Rigid 11-18 Beam Rigid Rigid 11-21 Beam Rigid Rigid 19-21 Beam Rigid Rigid 10-19 Beam Rigid Rigid Web 3-15 Beam Pinned Pinned Web 3-14 Seam. Pinned Pinned Web 5-14 )Team Pinned Pinned Web " S-13 Ream Pinned Pinned 63.18 46.49 44.41 36.76 82.20 82.20 36.76 12.00 32.41 60.75 31.74 12.00 104.00 78.00 79.00 79.00 12.00 66.00 84.00 12.00 13.00 31.45 94.10 53.99 95.63 17.679 10.875 10.875 10.875 10.875 10.875 10.875 10.875 10.875 10.875 10.875 10.875 10.675 10„976 10.875 10.875 10.575 10.675 1.0.875 10.675 10.875 5.250 5.250 5.250 5.250 19.062 13.141 12.141 13.141 43.141 13.141 13.141 13.141 33..653 23.653 23.653 13.141 13.141 13.141 13.141 13.141 13.141 15.769 15.769 15.769 13.141 3.043 3.063 3.063 3.063 99.9 47.6 47.6 47.6 47.6 47.6 47,6 47.6 85.7 85.7 05.7 47.6 3.31 3.04 2.04 2.04 2.04 2.04 2.04 2.04 2.04 2.04 2.04 2.04 47.6 2.04 47.6 3.04 47.6 2.04 47.6 2.04 47.6 2.04 57.7 2.04 57.2 7.04 57.2 2.04 47.6 2.04 5.36 0.984 5.36 0.904 5.36 0.904 5.36 0.984 eN Job D,8ser.: WIPAIR (' Fi1..:TA 11,r+rp rti .ta:ay P.qa 4 Mbr TY120 Clad Cond. Length Area Section !Moment of inertia Start Ind Modulus X (ini (102) tin3( (in4) (in44) Mob 6-11 Bea. Pinned Pinn.d 76.10 5.750 3,063 5.36 0..984 ON Web 7-13 B... Pinned Pinned 95.63 5.250 3.063 5.36 0.984 i+'t Web 7-12 5... Finned Pinned 53.89 5.250 3.063 5.36 0.984 • Web 9-12 B.am Pinned Pinn.d 84.10 5.250 3.063 5,36 0.484 rc Web 9-11 Beam Pinn.d Pinn.d 31.45 5.250 3.063 5.36 0.984 B*$ic A11vw.bls Strums (Psi) Mbr Fb Ft Pm Pep Pc I 1-2 1200 650 87 565 1550 1.60.+006 850 475 87 565 975 1.40.+006 A 2-3 1200 650 07 565 1550 1.6048+006 3-4 1200 650 67 565 1350 1.60,8+006 A 4-5 1200 650 87 565 1550 1.60.+004 5-6 1200 650 87 545 1550 1..6048+006 A 6-7 1200 650 97 565 1550 1.60.+006 7-8 1200 650 87 565 1550 1_600+006 6-16 1200 650 87 565 1550 1.60..006 9-16 1300 650 87 565 1550 1.600+006 +SCAB 1'200 650 97 565 1560 1.6048+006 +SCAR 1200 650 87 565 1550 1.60.+006 9-20 1200 650 87 565 1550 1,10.+006 •SCAR 1200 650 87 565 1550 1.604+006 +SCAB 1200 650 97 565 1550 1.60.+006 OnN 17-20 1300 650 87 565 1550 1.604+006 +SCAB 1300 650 87 565 1550 1.660+006 • +SCAB 1300 650 87 565 1550 1.60.+006 10-17 1200 650 67 565 1550 1.60.+006 A 1-15 1200 65D 87 565 1550 1.60.+006 14-15 1200 650 87 565 1550 1.604+006 13-14 1200 650 87 565 1550 1.604+006 12-13 1200 550 87 565 1550 1.604+006 12-18 1200 650 87 565 1530 1.50,8+006 11-18 1200 650 07 565 1550 1.600+006 e., +SCAR 1300 650 87 565 1550 1.60.+006 11-21 1200 650 87 565 1550 1.604+006 +SCAB 1200 650 67 565 1550 1.604+006 10-21 1200 650 87 565 1550 1.604+006 +SCAB 1200 650 87 565 1530 1.604+006 IN 10-19 1200 650 87 565 1550 1.604+006 3-16 850 475 87 565 975 1.40.+006 +0". 3-14 850 475 97 565 875 1.40.+006 5-14 850 475 37 565 975 1.40.+006 • 481 5-13 850 475 87 565 97S 1.404+006 6-13 850 475 87 565 975 1.404+004 r^ 7-13 850 475 87 565 975 1.404+006 7-12 850 475 87 565 975 1.404+006 /r 9-12 1350 775 87 480 1600 1.40.+006 9-11 1350 775 87 480 1600 1.40.+006 Job Descr..; REPAIR GM) Loading File.:T7t Zf. ) WM 117aa Page 5 I''• LC l: Regular Chard No. Type Distrib, Load-Dir Dir. Pro,. /login Vali End Va12 Panel(s) Top Dead Uniform Dorn X Ye■ 0-0-0 30.0 44-2-0 TC - Regular Top Dsad Uniform Down X Yam 37-8-0 150.0 40-8-0 Top Floor Uniform Down. R Yes 32-8-0 120.0 40-8-0 P% Tbp Constr. Uniform Down X Yea 0-4-0 60.0 22-1-0 TC - Regular Top Constr. Uniform Down X Yes 22-1-0 60.0 44-2-0 TC - Regular #" Bottom Dead Uniform Down X Yes 0-0-0 20.0 44-2-0 4thar Chord 4 RC - CantL. & BC - Posh Bottom Dead Conc. Down X Yes 42-3-0 281.6 " Bottom Constr. . Conc.. Down X Yen 42-2-0 340.4 n LC 2: C -C Wind Chord No Type Distrib. Load-Dir Dir. Proj, Begin Vall End Va12 Panallal Top Dead Uniform Dawn X Yes 0-0-0 10.0 44-2-0 TC - Regular Top 1-6 ExtWind Uniform N_Up X No 0-4-0 122.8 22-1-0 TC - Regular Top 6-10 Extuind Uniform N_Up X No 22-1-0 122,8 44-2-0 TC - Regular Tap lotHind Uniform N_Up X No 0-4-0 15.8 22-1-0 other Chord 8 TC - Regular Top IntWind Uniform N Op X No 22-1-0 15.8 44-2-0 Other Chord 8 TC - Regular Bottom Dsad Uniform Down X Yes 0-0-0 10.0 44-2-0 Other Chord k BC - CantL. 4 BC Porch Bottom Dead Conc. Down X Yes 42-2-0 113.5JPN _ Bottom RxtWind Uniform N_Up X No 35-3-0 06.6 44-2-0 Other Chord & BC - CantL. Bottom ExtRind Conc. Up X Yam 42-2-0 625.4 ,Iti Bottom IntVind Conc. Up X Yam 42-2-0 80.4 emi LC 3: 1st unbalanced Esgular ON JPN ,—n fi rh t /^ Chord No. Type Distrib. Load-Dir Dir. Proj. Begin Vali End Va12 Panalle) Top Dead uniform Down X Yes 0-0-0 30.0 44-2-0 TC - Regular Top Constr. Uniform Down X Yea 0-4-0 60.0 22-1-0 TC - Regular Bottom Dead Uniform. Down X Yes 0-0-0 20.0 44-2-0 Other Chord & BC - CantL. a BC Parch Bottom Dead Conc. Down X Yes 42-2-0 383.6 Bottom Constr. Conc_ Down R Yes 42-2-0 340.4 LC 4: grid unbalanced Regular Chord No. Typs Distrib. Load-Dir Dir. Proj. Begin Va11 End Va12 Pana1(s) Top Dead Uniform Down X Yea 0-0-0 30.0 44-2-0 TC - Regular Top Constr. Uniform Down X Yes 22-1-0 60.0 44-2-0 TC - Regular Bottom need uniform Down X Yes 0-0-0 20.0 44-2-0 Other Chord & BC - CantL. & BC - Porch Bottom Dead Conc. Down X Vas 42-2-0 283.6 Bottom Constr. Conc. Down X Yes 42-2-0 340.4 PN ▪ Job Deaer. : REPAIR. (Ja) LbADCA81 1: Lumber not. . 1.00 Regular File.;TA page 6 Trues spacing.. 2-0-0 Loading (plf) (global Reference Primal Start End A'. Panel Vert./ Horia./ Vert./ Horix_/ Normal Parallel Morsel Parallel emk TOp chord JewN TI 1-2 90.0 -0.0 90.0 -0.0 proj. 11 2-3 90.0 0.0 90.0 0.0 prof. 7'1 3-4 90.0 0.0 90.0 0,0 proj. T2 4-5 90.0 0.0 90.0 0.0 prof. 1,0"4, T2 5-6 90.0 -0.0 90.0 -0_0 proj. 7'2 6-7 90.0 -0.0 90.0 -0.0 proj. i 72 7-0 90.0 0.0 90,0 0.0 prof. Ti 8-16 90,0 0.0 90.0 -0.0 prof_ T1 16-9 360.0 -0.0 360.0 -0.0 proj. %N 77 9-20 360.0 -0.0 360.0 -0.0 proj. 71 20-17 90.0 0.0 90.0 0.0 pro . 71 17-10 90.0 -0.0 50.0 -0.0 proj. Batten chord / 'N 81 1-15 20.0 0.0 20.0 0.0 prof. 81 15-14 20.0 0.0 20.0 0.0 proj. • 182 14-13 20.0 0.0 20.0 0.0 proj. 82 13-12 20.0 0.0 20.0 0.0 prof. eomk RI 12-18 20.0 9.0 20.0 0.0 proj. 01 10-11 20.0 0.0 20.0 0.0 prof_ 81 11-21 20.0 0.0 20.0 0.0 prof eN H1 21-19 20.0 0.0 20,0 0.0 proj. 81 19-10 20,0 0.0 20.0 0.0 proj, im.` Nabs Note: Loads not marked projected, (proj), are loads normal to and parallel to the member. Concentrated Loads O ^" Vert. Soria- Moment Joint (lb) (lb) (lb -in) • 21 -624 0 0 • Member Parcae (Local Reference Frame! }"k panel Start IIanal End Max. Shear Axial Moment Shear Axial Moment 'anal Pores Force Force Forma Moment eftk 11h) (1b) flb-in) (lb) (lb) (lb -in) (lb -in) /'"•. Top chord 72 1-2 331 -3954 1130 111 -3019 5494 4566 pomk 71 2-3 -21 -3821 -5494 336 -3730 -2620 3924 T1 3-4 276 -2732 2620 32 -2644 2795 2049 P'+ 72 4-5 -32 -2444 •2795 286 -2570 -3055 1997 T2 5-6 259 -1494 3055 310 -1331 -5159 -2030 oak. 72 6-7 362 -1316 5150 208 -1490 1173 4287 T2 7-9 -29 -21 -1173 284 -94 -4597 -4587 71 8-9 -204 -94 4587 1265 •376 -34940 -12119 17 9-10 1666 3903 34940 538 3761 -2706 -6075 eft. Bottom chord 81 1-15 03 3670 -1138 90 3678 791 3221 81 15-14 53 3678 -791 77 3678 -147 1633 OmN Job Dsscr.r ARPAiR (se) _._ 4FsuFv4 ia:is File.:1'A Past. 7 Panel Start Pan.I Ind Max. Sh.ar Axial Moment Bhsar Axial Mom.nt Panel w~r Fares Fnrc. Forms Force Moment (lb) !lb) (1b -fn) (lb) (lb) (lb -in) (lb -in) B2 14-13 49 2549 147 82 2549 -1463 -664 82 13-12 117 12 1463 14 12 2614 2674 d'►, 81 12-11 -183 -3241 -2614 313 -3281 61 11-10 -12706 7 409 -3281 16716 395 -1381 2706 7;335 30 r"+ Y'sbs W1 15-3 0 143 0 0 143 0 0 O+, 92 3-14 0 -1217 0 0 -1317 0 0 43 14-5 0 581 0 0 581 0 0 44 5-13 0 -1434 0 0 -1434 0 0 W5 13-6 0 86 0 0 86 0 44 13-7 0 1637 0 0 1637 0 W3 13-7 0 0 0 -1497 0 0 -1497 0 0 106 12-9 0 3551 0 0 3551 0 0 W7 11-9 0 -5338 0 0 -5338 0 0 em Reactions (Global R.f.sanc. Fsrun.) pm. Joint Vertical Mori:. Marmot Bearing Width id. {1b) (lb) (1b -in) (in) P`" 1 -1571 -0 0 11 -6010 0 0 ONN r". ,�. Job aascr.: REPAIR $J4? lilr.:TA Pegs 8 Straits R.part for Loadcssa 1. ?ember Design Farces (0 Axial 4 Ilammnt: NO stream check naadsd) Panel Start Nidpanal End Axial 80mant Axial Moment Axial Moment O -" Top chord Tl 1-2 -3931 1369 -3854 4566 0 0 11. 2-3 0 0 -3821 3924 -3730 -1871 T1 3-4 -2732 -1871. -2653 2049 0 0 ,r+.. 12 4-5 0 0 -2644 1997 -2570 -2182 T2 5-6 -1494 -2162 -1147 -2030 -1331 -3685 l~ 12 6-7 -1116 -5158 -1420 4287 -1463 2647 T2. 7-6 -21 1171 -94 -4587 0 0 • T1 8-9 0 0 -312 -12119 -376 -16550 Ti 9-10 3903 -11821 1812 -6075 3284 2078 l'ah Bottom chard S1 1-15 3679 1914 3678 3221 1678 1637 0", 91 15-14 3678 1154 3678 1631 3678 403 $2 14-13 2549 136 2549 -863 2549 -1045 92 13-17 12 -1463 12 2674 12 2674 " B1 12-11 -3281 2614 -3281 -7825 -3281 -9129 ➢1 11-10 -3281 -9129 - -3281 7330 -2281 6878 #"` Webs 21 15-3 143 0 143 0 143 0 22 3-14 -1217 0 -1217 0 -1217 0 23 11-5 581 0 581 0 561 0 1" 24 5-13 -1434 0 -1434 0 -1434 0 25 13-6 86 0 06 0 86 0 A^ 24 13-7 1637 0 1637 0 1637 0 83 12-7 -1497 0 -1497 0 -1497 0 PN 86 12-9 3551 0 3551 0 3551 0 27 11-9 -5138 0 -5338 0 -5338 0 A^R Papal Lumbar P/At N/ZY CSI 951 Perlin 00ti apace /"'► Tpp chord T1 1-2 2311 80.2+ 0.02 0.21 0.23 0.16 0.00 • 71 2-3 2x11 No.2+ 0.04 0.26 0.31 0.27 0.00 T1 3-4 228 No.2 0.03 0.13 0.16 0,22 0.00 eN 72 4-5 222 N0.2 0.02 0.14 0.16 0.23 0.00 T2 5-6 238 No.2 0.01 0.23 0.24 0.25 0.00 r T2 6-7 238 20.2 0.01 0.33 0.33 0.29 0.00 T2 7-0 226 No.2 0.00 0.79 0.29 0.23 0.00 T1 8-9 228 No.2 0.00 0.58 0.58 0.33 0.00 71 9-10 5x8 No.2+ 0.55 0.42 0-97 0.44 0.00 Bottom chord " B1 1-15 228 20.2 0,52 0.20 0.72 0.07 0.00 51 15-14 220 No.2 0.52 0.10 0.67 0.06 0.00 en." ➢2 14-13 238 No.2 0.36 0.07 0.43 0.07 0.00 62 13-12 228 No.2 0.00 0.17 0.17 0.09 0,00 Al 12-11 228 N0-2 0.04 0.48 0.52 0.16 0.00 B1 11-10 4x8 No.2+ 0.04 0.48 0.52 0.31 0.00 - Uab■ 21 15-3 2x4 80.3 0.06 0.00 0.06 0.00 0.00 "b." 162 3-14 224 N0.3 0.46 0.00 0.46 0.00 0.00 23 14-5 2x4 91o_3 0.23 0.00 0.23 0.00 0.00 24 5-13 224 N0.3 0.66 0.00 0.66 0.00 0.00 dM"*' ✓0", lob Favor.: REPAIR 1.701 U1..:TA %IsvIu% is:aa Paso 9 emN Panel Lumbar D/AT k/SY C8I 891 Purlin Space 95 13-6 7x4 Ne.3 0.03 0.00 0.03 0.00 0.00 94 13-7 2x4 No.3 0.66 0.00 0.66 0.00 0.00 A 93 12-7 2x4 No.3 0.52 0.00 0.52 0.00 0.00 96 12-9 2314 Na,211D 0.87 0.00 0.97 0.00 0.00 97 11-9 2x4 I7o.2193 0.77 0.00 0.77 0.00 0.00 /"4 Jnt Lumbar P/At M/2R CSI 98I Purlin '0% Id. 9paca oak Job Drier.. IMPAIR IJR) LOADCASZ 2: Lumbar DOL . 1.33 C -C Wind File.rTk V+leV 1. Pagey�10 r Truss Spacing: 2-0-0 Loading (Of) (Ohba) Reference Frame) start End ✓ Panel Vert./ Bcri../ Vert./ Boris./ Normal Parallel Sarnia Parallel Top chord .0m+. 21 1-2 -128.5 -43.4 -128.5 -43.4 proj. T1 2-3 -128.5 -39.9 -128.5 -39.8 proj. /r., T1 3-4 -128.5 -39.8 -128.5 -39.8 proj. T2 4-5 -128.5 -39-8 -124.5 -39.8 prof. • T2 5-6 -119.5 -39.9 -129.5 -39.8 prof.. T2 6-7 -178.5 39.8 -138.5 39.8 proj. T2 7-8 -178.5 39.8 -126.5 39.9 prof, TI 8-16 -128.5 39.8 -128.5 39.8 proj. ek T1 15-9 -129.5 39.8 -178.5 39.8 prof. TI 9-20 -126.5 40.4 -129.5 40.4 prcj. T1 20-17 -128.5 40.4 -128.5 40.4 prof. T1 17-10 -128..5 40.4 -128.5 40.4 proj. Bottom chord .0''` 81 1-15 10.0 0.0 10.0 0.0 prof. B1. 15-14 10.0 ,0.0 10.0 0.0 proj. oom.. 82 14-13 10.0 0,0 10.0 0.0 proj. 83 13-12 10.0 0.0 10.0 0.0 prof. rn. 111 12-18 10.0 0.0 10.0 0.0 proj. 81 18-11 10.0 0.0 10.0 0.0 proj. t" 81 11-21 -86.6 0.0 -86.6 0.0 Frei. R1 21-19 -86.6 0.0 -86.6 0.0 proj. .a"k 8i 19-10 -86.6 0.0 -86.6 0.0 proj. Web. Note: Load, not marked projected, (prop, are loads normal to and parallel to the member. Concentrated Loads Yart. Moriz. Moment Saint (lb) (lb) (1b -in) 21 592 0 0 /eR Member Forces (Local Reference Frame) Panel Start Pans]. End Max. Shear Axial Moment shear Axial Moment Panel Force ForC. Force Force Moment (lb) (lb) (1b -in) (lb) {lbl (lb -in! lib -in) Amok Top chord T1 1-2 -535 4166 -4388 -146 4181 -7924 -6365 A^ T1 3-3 47 4184 7924 -538 4194 5377 -5660 T1 3-4 -443 3055 -5377 -36 3065 -3559 -2655 0" 72 4-5 36 3065 3638 -432 3073 4936 -2513 T2 5-9 -413 1950 -4936 -473 1868 7419 2782 /e.,, T2 6-7 -521 1855 -7419 -365 1836 1024 -5161 T2 7-8 -134 328 -1024 -262 320 3375 3376 ,^, T1 8-9 262 320 -3376 -741 310 23635 9464 Ti 9-10 -861 -3683 -25636 -353 -3709 -3005 7580 .0.". Bottom chord B1 1-15 61 -3816 4388 26 -3816 -2554 -3799 81 15-14 51 -3616 2554 14 -3816 -1096 -2180 Cti 1 O'• Job Caper.: RRPAIR (.7G) pile.;'iA Page 11 rte. Panel &tart Panel Red Max, Shear Axial Moment Shear Axial Moment Panel Force Pena* Fort* Force Moment i1b) (1141 (1b -in) (ib) (lb) (lb-inl flb-in) or0"` 52 14-13 49 -2451 1096 17 -2451 700 -732 82 13-12 -24 270 -200 90 270 -4275 -3593 O► 81 12-11 335 3659 4275 -270 3639 19298 9365 81 11-10 -672 3659 -19298 -699 3659 3005 6797 • Webs W1 15-3 0 77 0 0 77 0 0 /1. W3 3-14 0 1472 0 0 1472 0 0 W3 14-5 0 -487 0 0 -487 0 0 ., W4 5-13 0 1705 0 0 1705 0 0 WS 11-6 0 -74 0 0 -74 0 0 F.'s W4 13-7 0 -1587 0 0 -1587 0 0 W3 12-7 0 1791 0 0 1791 0 0 W6 12-9 0 -3654 0 0 -3654 0 0 W7 11-9 0 4021 0 0 4021 0 0 • Reactions (Global Rsf*renc* Frame) 406, Joint Vertical Iieris. Moment Bearing Width Id. Ilb) (lb) (1b -in) (in) 1 1696 -0 0 AwN 11 4962 0 0 r ia. oft- eN O N Ati ,e'* Job Demur.: IMPAIR P.0) Fi1.,:TA Page 12 Str.90 Report for Goadcass 7., Member Design Forces CO Axial & Moment: Na stress check needed) Panel Start Midpanol and Axial Moment Axial Moment Axial Moment r"" Top chard Ti 1-2 4166 3134 4178 -6365 0 0 AN T1 2-3 0 0 4184 -5660 4194 3841 T1 3-4 3055 3841 3064 -2655 0 0 /\ T2 4-5 0 0 3065 -3613 3073 3526 T3 5-6 1950 3526 1966 2791 1968 5299 /4, T2 4-7 1655 5299 1844 -5161 1030 -1152 77 7-6 328 1024 320 3376 0 0 rr T1 8-9 0 0 317 9464 310 12143 71 9-10 -3683 12143 -3706 7800 -3704 -6277 h Bottom chord RI 1-15 -3016 -4380 -3016 -3799 -3016 -2554 B1 15-14 -3816 -2554 -3016 -2180 -3816 -1096 B2 14-13 -3451 -1096 -7451 -732 -2451 305 82 13-12 270 200 270 -3593 270 -4275 81 12-11 3559 -4275 3659 9365 3659 10526 81 11-10 3659 10526 3659 6797 3659 -2949 ON.' Baba 111 15-3 77 0 77 0 77 0 TN 52 3-14 1472 0 1472 0 1472 0 N3 14-5 -487 0 -487 0 -487 0 /'+ 54 5-13 1705 0 1705 0 1705 0 MS 13-6 -74 0 -74 0 -74 0 54 13-7 -1587 0 -1507 0 -1507 0 53 12-7 1791 0 1791 0 1791 0 56 13-9 -3654 •0 -3654 0 -3654 0 57 11-9 4021 0 4021 0 4071 0 r Pane/ Lunb.r P/AF N/2F COI SSI Purlin Space Top chord Ti 1-2 2x11 N0.2► 0.27 0.22 0,49 0.20 0.00 pok TI 2-3 2x11 No.2♦ 0,45 0.27 0.71 0.32 0.00 TI 3-4 250 No.2 0.32 0.10 0.51 0.26 0.00 ,ole. T2 4-5 250 No.2 0.33 0.17 0.50 0.26 0.00 77 5-6 258 50.2 0.20 0.25 0.45 0.28 0.00 T2 4-7 3x9 No.2 0.20 0.25 0.45 0.31 0.00 Omk 12 7-0 2x8 No.3 0.03 0.16 0.20 0.16 0.00 1ok. T1 8-9 258 50.2 0.03 0,35 0.78 0.23 0,00 71 9-10 5x8 N0.2+ 0.03 0.32 0,15 0.21 0.00 Bottom chord 111 1-15 2x9 No.2 0.03 0.21 0.24 0.04 0.00 81 15-14 258 No.2 0.03 0.12 0.15 0.03 0.00 52 14-13 3x8 No.2 0.01 0.05 0.06 0.03 0.00 B2 13-12 256 N0.2 0.03 0.20 0,23 0.05 0.00 T " 81 12-11 2x8 Ho.2 0.39 0.42 0.01 0.20 0.00 B1 11-10 4x8 90.2. 0.39 0.42 0.81 0.42 0.00 Webs 51 15-3 7x4 No.3 0.02 0.00 0.02 0.00 0.00 W2 .3-14 254 No.3 0.44 0.00 0,44 0.00 0.00 W3 14-5 2z4 I10.3 0.16 0.00 0,16 0.00 0.00 ik 54 5-13 2x4 No.3 0.51 0,00 0.51 0.00 0.00 A Job Drecr.o REPAIR I3 1 Par.:TA Page 13 Panel Lumber P/AT M/zr c z say Perlin Space 115 13-6 2x4 11e.3 0.05 0.00 0.05 0.00 0.00 M4 13-7 2x4 1o.3 0.70 0.00 0.70 0.00 0.00 1P3 12-7 2x4 110.3 0.54 0.00 0.54 0.00 0.00 W6 12-9 3x4 iia.211D 0.64 0.00 0.64 0.00 0.00 ow.", 1f7 11-9 2x4 No.3 0.74 0.00 0.74 0.00 0.00 Sat Liner P/A! M/37 CSI 591 Purlin I'*‘ Id. Spare ON t' ink oft. /^k Amk A4 ON ek" 1 ,r'► Job D.a0r., REPAIR (TO) Fi1..:T9 Page 14 OEN • LOADCAST 3s Lumbar DOL . 1.00 tat unbalanced Regular Truss Spacing: 2-0-0 Loading (p1f) (Global Reference Frame) Start End f ' Panel Vert./ Soria./ Vert./ Nori3_/ Normal Parallel Normal Parall►1 Top chord • T1 1-2 90.0 -0.0 90.0 -0.0 pro,. Tl 2-3 90.0 0.0 . 90.0 0.0 proj. • T1 3-4 90.0 0.0 90.0 0.0 proj_ T2 4-5 90.0 0.0 90.0 0.0 prof. T2 5-6 90.0 -0.0 90.0 -0.0 prof. T2 6-7 30.0 -0.6 30.0 -0.0 proj. T2 7-8 30.0 0.0 30.0 0.0 proj. TI 8-16 30.0 -0.0 30.0 -0.0 MO - T1 16-9 30.0 -0.0 30.0 -0.0 prof. T1 0-20 30.0 -0..0 30.0 -0.0 proj. T1 20-17 300 0.0 30.0 0.0 proj. r"` T1 17-10 30.0 -0.0 30.0 -0.0 prof. bottom chord • 81 1-15 20.0 0.0 20.0 0.0 prof. 31 15-14 20.0 0.0 20.0 0.0 prof. f+ 32 14-13 20.0 0.0 20.0 0.0 proj. 82 13-12 20.0 0.0 20.0 0.0 proj. • 91 13-18 20.0 0.0 20.0 0.0 proj. 81 18-11 20.0 0.0 70.0 0.0 proj. O % it 11-21 20.0 0.0 20.0 0.0 proj. 11 21-19 20.0 0.0 20.0 0.0 prof. E1 19-10 20.0 0.0 20.0 0.0 proj. Raba Mote, Loads not .ark.d projected, (proj), are loads normal to and parallel to the member. conc.ntrat.d Loads Fort. Eorir . Moment Joint (lb) (lb) 21 -624 0 0 O.% M.ebar Form.. (Local R.f.r.nc. Franca) /R ?anal Start Pan►1 lend Max. Sh.ar Axial Moment Shaer Axial Moment Panel Force, Force Force Force Moment tlb) (lb) (b -in) (lb) (lb) Ilb-in) (1b -in) oak Top chord Ti 1-2 322 -3997 1151 110 -3562 5531 4583 v% T1 2-3 -19 -3863 -5531 334 -3773 -2501 3951 TI 3-4 270 -2785 2501 38 -2697 3638 1959 T2 4-5 -38 -2697 -7638 293 -2624 -3441 1884 T2 5-6 285 -1524 3441 235 -1360 -3429 1726 /^ T2 6-7 157 -1397 3429 33 -1452 1640 -2220 1'2 7-0 -58 -436 -1640 143 -461 -2052 -2052 0.% 11 8-9 -143 -461 2032 245 -490 -1.0674 -4149 71 9-10 - 258 1916 10674 1 1841 3795 -3749 • Bottom chord 81 1-15 83 3718 -1151 90 3718 808 3236 81 15-14. 53 3718 -808 77 3715 -156 1639 eIN At"` /04. Job Dauer.: RM.= WO) ,i1 .:TA Page 15 A O., Panel Start Panel End Max. Shear Axial KQ snt Shear Axial Moment Panel Force Forum Force Fore Nonrnt ofmN {1b) (1b) fib -in) (11,1 (lb) (lb -in) (lb -in) • 82 14-13 51 2602 186 80 2.602 -1310 -726 82 13-12 98 403 1310 33 403 1263 1595 81 12-11 -8S -1701 -1263 215 -1768 -10443 -4809 81 11-10 290 -1708 10443 514 -1768 -3795 4393 f " Wsbs W1 15-3 0 143 0 0 143 0 0 I.'% W2 3-14 0 -1203 0 0 -1203 0 0 W3 14-5 0 578 0 0 578 0 0 ,r+ 84 5-13 0 -1472 0 0 -1472 0 0 WS 13-6 0 338 0 0 338 0 0 f"1". 84 13-7 0 1190 0 0 1190 0 0 W3 12-7 0 -957 0 0 -927 0 0 f~ 86 12-9 0 2341 0 0 2341 0 0 87 11-9 0 -2031 0 0 -2031 0 0 " Reactions (Global Psierence Frame) " Joint Vertical Koriz. Moment Bearing Width Id. (1b) (119) (1b -in) (in) 1 -1585 -0 0 Ow', 11 -2536 0 0 Omk AWN r1 • Sob Baser.. RXPAIR [.Ss) ri1e..TH Page 16 Stress Rapport for 1.oadcase 3. T Member Design Forces 10 Axial & Moment. NO strafe check needed) Panel Start Midpanel Ind Axia1 Moment Axial Moment Axial Moment /"5 Top chord T1 1-2 -3974 1385 -3996 4583 0 0 " T1 2-3 0 0 -3963 3951 -3773 -1786 T1 3-4 -2785 -1786 -2708 1959 0 0 3. T2 4-5 0 0 -2697 1884 -2624 -24.58 T2 5-6 -1514 -2458 -1442 1726 -1360 -2449 • T2 6-7 -1397 -3429 -1403 -2220 -1446 1835 T2 7-8 -436 1640 -461 -2052 0 0 T1. 8-9 0 0 -465 -4149 -420 -5056 T1. 9-10 1916 -5056 1909 -3749 1841 3795 Bottom chord Ill 1-15 3718 1928 3718 3236 3718 1653 81 15-14 371E 1168 3716 1639 3718 397 B2 14-13 2602 141 2602 -726 2.602 -935 12 13-1.2 403 -1310 403 1595 403 1473 dm*. 731 12-11 -1768 1263 -1760 -4809 -1769 -5696 81 11-10 -1768 -5696 -1768 4393 -1768 -2711 /*h Nebo N1 15-3 143 0 143 0 143 0 A1"5 82 3-14 -1203 0 -1203 0 -1203 0 83 14-5 578 0 579 0 578 0 84 5-13 -1472 0 -1472 0 -1472 0 85 13-6 33.E 0 338 0 338 0 A", 84 13-7 1190 0 1190 0 1190 0 83 12-7 -927 0 -927 0 -927 0 /1 86 12-9 2341 0 2141 0 2341 0 87 11-9 -2031 0 -2031 0 -2031 0 Panel Lumber P/Ar War Csi 95I Perko /"s Space !'5. Top chord 17 1-2 2811 No.2+ 0.02 0.21 0,23 0.16 0.00 • T1 2-3 2x11 Na..2+ 0.06 0.26 0.32 0.26 0.00 T1 3-4 285 100.3 0.03 0.13 0.16 0.21 0.00 T2 4-5 288 0.7.2 0.02 0.16 0.15 0.23 0,00 77 5-6 288 N0.2 0.01 0.16 0.16 0.23 0.00 77 6-7 288 8a.2. 0.01 0.22 0.22 0.12 0.00 T2 7-8 288 N0.2 0.00 0.13 0.13 0.11 0.00 T1 6-9 288 80.3 0.00 0.25 0.25 0.14 0.00 eN T1 9-10 588 80.2♦ 0.26 0.24 0.50 0.07 0.00 Bottom chord t1 81 1-15 288 No.2 0.53 0,21 0.73 0.07 0.00 B1 15-14 288 80.2 0.53 0.10 0.63 0.06 0.00 te'5 82 14-13 288 No.3 0.37 0.06 0.43 0.06 0.00 B2 13-12 2x8 N0.2 0.06 0.10 0.16 0.08 0.00 Ash 81 12-11 2x8 Ne.2 0.01 0.30 0.31 0.09 0.00 81 11-10 4x8 No,2+ 0.01 0.30 0.31 0.41 0.00 A"" Naha 81 15-3 284 No.3 0.06 0.00 0.06 0.00 0.00 ,` 82 3-14 284 80.3 0.45 0.00 0.45 0.00 0,00 83 14-5 284 N0.3 0.23 0.00 0.23 0.00 0.00 84 5-13 2x4 Na.3 0.67 0.00 0.67 0.00 0.00 • 4, Job Daacr.;. REPAIR Cm) Fila.:IA Pages 17 Panel Lumbar P/A/ N/ZF CFI BSI Podia W5 13-6 2x4 No.3 0.14 0.00 0.14 0.00 0.00 W4 13-7 2x4 N0.3 0.4B 0.00 0.40 0.00 0.00 W3 12-7 2x4 N0.3 0.32 0.00 0.32 0.00 0.00 WO 12-9 2x4 No.2i1D 0.50 0.00 0.50 0.00 0.00 O.% W7 11-9 2x4 No.2110 0.29 0.00 0.29 0.00 0.00 Jot Lumber P/AF N/Z1 C0I sax Purlin o+a Id. space Oft eft r ek Amk Aok oftk eN #01 Job Iseacr.: REPAIR f.)0) File.:TA Page 1E LOApcASE 4r Lumber COL . 1.00 2nd unbalanced Regular Truss spacing: 2-0-0 Loading (p1f1 )Global R•fermnca Fram■) Start End ema Panel Vart_/ Maria./ Vert./ Maria./ Normal Parallel Normal Parallel Tap chord T1 1-2 30.0 0.0 30.0 0,0 prof. 71 2-3 30.0 0.0 30.0 0.0 prof. Am 71 3-4 30.0 0.0 10.0 0.0 plaj. T2 4-5 30.0 0.0 30.0 0.0 prof. r\ 72 5-6 30.0 -0.0 30.0 -0.0 proj. T2 4-7 90.0 -0.0 90.0 -0.0 proj_ Om* T2 7-8 90.0 0.0 90.0 0.0 proj. T1 8-16 90.0 0.0 90.0 -0.0 proj. /"‘ Ti 16-9 90.0 -0.0 90.0 -0.0 proj. 71 9-20 90.0 -0.0 90.0 0.0 prof. T1 20-17 90.0 0.0 90.0 0.0 proj,. '11 17-10 90.0 -0.0 90.0 -0.0 proj. Bottom chord f• 01 1-15 20.0 0.0 20.0 0.0 proj_ B1 15-14 20.0 0.0 20.0 0.0 proj. /"• 82 14-13 20.0 0.0 20.0 0.0 prof. 82 13-12 20.0 0.0 20.0 0.0 prO). e►. 81 12-19 20.0 0.0 20.0 0.0 proj. 81 19-11 20.0 0.0 20.0 0.0 proj. .+, 81 11-21 20.0 0.0 20,0 0.0 proj. 81 21-19 20.0 0.0 20.0 0.0 prof. P"• 81 19-10 20.0 0.0 20.0 0.0 prof. Webs Note: Loads not marked projactad, (prof), are loads normal to and parallel to the member. Caneontrated Loads Vert. Soria:. Moment joint (lb) (1131 Ilb-in) r� 21 -624 0 - 0 Member Forces (Local Reference Frame) Panel Start Panel End Hex. Shear Axial !foment Shear Axial Moment Panel Force Force Farce Force Moment Ilb) (1b) (1b -in) (lb) (lb) Ilb-in) (Lb -in) /k Top chord 71 1-2 96 -1952 -484 40 -1907 1999 2504 71 2-3 -3 -1908 -1999 108 -1978 -527 1999 71 3-4 93 -1403 527 10 -1373 1327 962 " T2 4-5 -10 -1373 -1327 94 -1349 -593 949 T2 5-4 61 -865 583 129 -910 -3360 -2390 p .. T2 6-7 316 -756 3360 253 -920 -7E9 3849 77 7-9 82 -28 786 173 -101 -2459 -2459 A% 71 8-9 -173 -101 2459 490 -190 -1696,7 -6296 T1 9-10 556 2991 14962 221 2464 1660 -5278 Bottom chord omk 81 1-15 90 1834 484 83 1834 -153 1931 81 15-14 41 1634 153 69 1934 -452 969 Owt A 0 0 'LEE- TT O S91 - WE] 'PI giPSN auTx..g ;u.uu0H `=T 301i T0oTas•A =T op (w+sx3 LW. 101.g I .R.I0i .n0T10.r6 O 0 0000- 0 0 O09E- 0 6 -IT LN 0 0 IL9E 0 0 IL9E 0 6 -ET 919 0 0 0604- 0 0 060T- 0 L -ET EN O 0 9E6 0 0 9E6 0 L -E/ iN O 0 9 0 0 9 0 9-EI S14 O 0 ST9- 0 0 ST2- 0 ET -S iN O 0 TEE 0 0 TEE 0 0 -it EN O 0 ESS- 0 0 ES0- 0 #T -E 091 0 0 S#T 0 0 Sit 0 E-SI T11 .q.11 096,- 6901- 8t#0- IL, LAM 8E#E- SEE 01 -TT 08 3TOS- LiFET- 0030- 6#E ELLE- 00#L- 60T- T4-00 T8 4662 LLLT 63 LL 080T 6i #0T 0T-EI E8 TES 00ET- MT 9L ES# CM SS ET -i1 EH (u? -art 1uT-qtr IRV Igrl (u? -qt) MI) (ail vaamo$ wou a3 .0 203 • .t 03 .0 203 t+ uld 7uU OW t •Tx[ /VOW 70MOoN Te?x[ a..qg Pull Tie i:.49 Lund YL: 'sTT4 (AC) UI Yd2d='.: 0..a CPL. Sob Donor.: IMPAIR IJQJ Pile.:TA Page 20 Suess Bogert for l.oadcaee 4. Rambsr Design Force's (0 Axial & Moment: NO otresa check needed} Passel Start 1idpanel Ind 01.4 Axial Moment Axial Nommnt Axial Moment Top chord 71 1-2 -1945 1391 -1922 2504 0 0 .0"ft. T1 2-3 0 0 -1908 1999 -1878 -527 71. 3-4 -1403 -316 -1376 962 0 0 A, T2 4-5 0 0 -1373 948 -1349 -416 92 5-6 -865 -411 -816 -2380 -810 -3360 IA► T2 6-7 -756 -3400 -847 3849 -904 759 T3 7-8 -28 -786 -101 -2459 0 0 0.44 T1 8-9 0 0 -173 -6296 -190 -0035 T1 9-10 2691 -8035 2668 -5278. 3487 3923 Bottom chord 81 1-15 1834 -346 1034 1938 1834 446 r, 81 15-14 1834 195 1834 969 1834 -323 02 14-13 1322 -323 1322 -521 1322 -914 82 13-12 49 -1280 49 1994 49 1936 B1 12-11 -2428 1772 -2428 -5814 -2428 -6844 81 1.1-10 -2428 -6844 -2428 -4968 -2428 2271 /"r Webs 51 15-3 145 0 145 0 148 0 /m► 92 1-14 -552 0 -552 0 -552 0 W3 14-5 331 0 331 0 331 0 iee, 14 5-13 -615 0 -615 0 -615 0 55 13-6 6 0 4 0 6 0 r..k 114 13-7 826 0 926 0 926 0 513 12-7 -1090 0 -1090 0 -1090 0 /m% 50 12-9 2671 0 2671 0 2671 0 97 11-9 -2800 0 -2800 0 -2eoo 0 pa.. Panel Lusiber DAP M/87 CSI BSI Puglia A Space /'"' Top chord Ti 1-2 2911 11o.2+ 0.01 0.12 0.12 0.05 0.00 „0N T1 2-3 2911 No.2+ 0.01 0.13 0.14 0.09 0.00 Z'1 3-4 298 No.2 0.01 0.06 0.07 0.07 0.00 71 4.5 298 No.2 0.01 0.06 0.07 0.07 0.00 T2 5-6 298 No.2 0.00 0.21 0.22 0.10 0.00 T2 6-7 2X8 No.2 0.00 0.25 0.25 0.25 0.00 72 7-8 2x8 14x.2 0.00 0.16 0.16 0.14 0.00 T1 8-9 298 50,2 0.00 0.32 0.32 0.20 0.00 eN 71 9-10 5x8 50.3+ 0.38 0.20 0.66 0.18 0.00 Bottom chord eN 81 1-15 298 50.2 0.26 0.12 0.38 0.07 0.00 81 15-14 2x8 No.2 0.26 0.06 0.32 0.05 0.00 > 02 14-13 291 110.3 0.19 0.08 0.25 0.06 0.00 B2 13-12 299 Na.2 0,01 0.13 0.13 .0.08 0.00 " 81 12-11 298 5o.2 0.02 0.34 0,38 0.11 0.00 81 11-10 4x8 No.2+ 0.07 0-36 0.38 0.38 0.00 ,r.. Nobs 51 15-3 2x4 N0.3 0.00 0.00 0.04 0.00 0.00 eN 512 3-14 2x4 800.3 0.21 0.00 0.21 0.00 0.00 53 14-5 2x4 No.3 0.13 0.00 0.13 0.00 0.00 84 5-13 2x4 No.3 0.20 0.00 0.20 0.00 0.00 Amk Job Da0Or.: IMPAIR (7Oi Tila.;TA Page 21 s�+ Panel Lumbar P/AS K%2:Y CSI 18I Purlin Spam. W5 13-4 2x4 No.3 0.00 0.00 0.00 0.00 0.00 r1 M4 13-7 2x4 No.3 0.37 0,00 0.37 0.00 0.00 W3 12-7 2x4 No.3 0.31 0.00 0.34 0.00 0.00 WIG 32-9 2x4 No.3ND 0.06 0.00 0.04 0.00 0.00 M7 12-9 2x4 No.1ND 0.40 0.00 0.40 0.00 0.00 'Mt Lumbar PAP- M/SF CSI 392 Purlia rok Id- Space !0` ▪ .lob Demur.:. REPAIR (.30) eak DESIGN SUMMARY Sile.:TA Page 22 Stress Summary ▪ Members Size Shear Axial Pn1Pnt Mid5nl car SS' Allow. *meant Moment Purlin (lb) (lb) (lb -in) (lb-i.n1 spc (in) elk T1 1-2 2x11 No.2+ 536(21 4176(2) 3134(2) -6365(2) 0.49(2) 0.20(2) 51.15 TI 2-3 2x8 150.2 530(2) 4164(2) 3841(2) -5660(2) 0.71(2) 0.32(2) 81.15 e‘ T1 3-4 2x8 No.2 443(21 3064(2) 3041(2) -2655(2) 0.51(2) 0.26(2) 63.32 T2 4-5 2x8 30.2 432(21 3065(2) 3526(2) -2613(2) 0.50(21 0.26(2) 63.32 !Ilk T2 5-6 2x8 No.2 473(2) 1866(2) 5299(2) 2782(21 0.48(2) 0.2612) 72.00 T2 6-7 2x8 No.2 521(2) 1844(2) 5299(2) -5161(2) 0.45(2) 0.31(21 72.00 • T2 7-8 3x0 No.2 284(11 -94(11 1640(3) -4507(1) 0.29(1) 0.23(11 72.00 11 8-9 2x0 No.2 1265(1) -118(1) -16550(11 -12119(1) 0.58[1) 0.13(1) 72.00 +�'ti +scab *Firms* 0.58(1) 0.33(11 T1 9-10 SxB No.2, 1666(1) -3486(2) 12143421 7880(2) 0.97(11 0.44(1) 41.26 1 +Scab 3 4 8 M0.2+ 0.42(11 0.44(1) 81 1-15 2x8 No.2 90(1) -3816(21 -4388(2) -3799121 0.73(3) 0.07(1) 53.16 81 15-14 2x8 No.2 77(3) -3816(2) -2554(2) -2180(21 0.63(31 0,06(3) 54.60 /"� 52 14-13 2x8 No.2 82(1) 2549(1) -1096(2) -843(1) 0.43(3) 0.07(1) 49.64 52 13-12 2x8 No.2 117(1) 270(2) -4275(2) -3593(2) 0.23(2) 0,09(1) 120.00 f', 51 12-11 220 Mo.3 335(2) 365913) 10536(2) 9365(2) 0.81(2) 0,20(2) 53.31 +Scab .FICTIV$+ 0.48(1) Q.12(1) ow% 31 11-10 4x8 No.2+ 699(2) -3281(11 10526(2) 7330(1) 0..61(2) 0.42(2) 50.40 +scab 2 4 8 1110.2 0.46(1) 0.20(21 • WI 15-3 244 No.3 0(11 145(1) 0(1) 0(1) 0.06(4) 0.00(1) 118.00 112 3-14 244 No.3 0(1) -1217(1) 0(1) 0(1) 0.46(1) 0.00(11 64.07 „ow. :13 14-S 2x4 No.3 0[1) 581(1) 0(1) 0(1) 0.33(11 0.00(11 102.25 W4 5-13 244 No.3 0(1) -1472[3) O(1) 0(1) 0.6713) 0.00(11 57.92 e• W5 13-6 2x4 No.3 0(1) 336131 011) 0(1) 0.14(31 0.00(1) 118.00 W4 13-7 1x4 No.2 0(1) -1587(21 0(1) 0111 0.70(21 0.00(1) 56.39 eN [13 12-7 2x4 No.3 0(1) 1791(2) 0(i) 0(11 0.54(21 0.00(1) 57.37 M6 12-9 2x4 No.2ND 0(1) 3551(1) 0(11 0(11 0.87(11 0.00(1) 37.26 117 11-9 244 No.2ND 0(1) -5338(1) 0(1) 0(11 0.77(1) 0.00(1) 28.32 Note, Formes and moments are absolute maxims. When 'madcap* numbers do not coincide with maximum stress index, individual loadcassa may mood to be aXaminad.1 Maximum Remotions Joint Vertical Mori:. !foment, Id. (ib) (lb) (lb -in) Bearing Width lin) 1 1694(2) -0(1) 0(1) 1.87 11 -406011) 0(1) A /"- fi >rr 0(11 7.15 Job Donor.: REPAIR (JO) Plating information Om F11e.:TA Page 73 Isk Plata. Used: HI120 0 AR Load Factor. Load Cu. Duration Span Dur./Span Factor Factor Factor 1 1.00 1.00 1.00 2 1.33 1.00 1.33 • 3 1.00 1.00 1.00 4 1.00 1.00 1.00 • 1. splices are normally located bstve.n 104 Rad 254 of panel length.. 2. Plata ToloranC. . 0.230 (ink OM Joint Description Plate Location(x1) iy1) (x2) (y21 (in) 1M 1 39461 HII20 0x10 1.332 4.000 I5.#, Load Force Angle Ld/Plat► Ld/Drain Dip Dur/Span Red. Area (in2) A (lb) (deg) {deg) (deg) (psi) Factor Factor Rao. Act. 61 3 5017 72.0 22.0 22.0 226.025 1.00 1.00 11.068 37.500 HM1 3 -5012 20.6 20.6 4.5 235.040 1.00 1.00 10.662 17.490 MDR. Load R -Farce Force/S-11n. P.rp Shear T-Ang T -Value S-Ahrig S -Yalu. Area (in) Pl. (lbl (deg) Ferce(1bl (lb) (p10) (pill R.q. Act. CSI R1 3 4010 22.0 1502 3718 90.0 5040_ 0.0 3444, 8,09 10.0 0.81 HM1 3 -4010 20.6 -796 3930 90,0 5040. 0.0 3444. 8.17 10.0 0.82 Joint Dsscriptionn Plate Locat5on(x11 (y1) (x2) (y7) fin) Om. 1 RT IYII20 5x6 0.000 0.000 Mem. Load Force Angle 1.d/P1at. Ld/chain Grip Dur/Span Red. Area iin2) (lb) (deg) (deg) (deg) (psi) Factor Factor Reg. Act. r ' T1 3 -2506 20.6 4.6 4.6 245.431 1.00 1.00 5.105 13.500 HM1 3 -2506 20.6 4.6 4.6 345.451 1.00 1.00 5,105 13.500 Item. Load R -Fore. Pore./s-line Psrp Sher T-Ang T-V.Iu. 9-Ang 3 -Vale. Area fin} RE. ;A flbl (d.g) Foxos(lb) (lbl (p10) (p10) R.q. Act. CSI Ti. 3 -2005 4.6 -161 -1598 90.0 5040. 0.0 2444. 4.35 6.00 0.73 t\ H81 3 -2005 4.6 -161 -1998 90.0 5040. 0.0 3444. 4.33 6.00 0.73 fi. A e aa A I'mR A A r"r Job Donor.: REPAIR (3x111 911..:TA . Page 24 Plating information Joint Description Plate Locrtioaixl) (y1) fx2} (y2) lire] OP*. 1 RT MI170 Sx6 0.500 0.000 "^1 Mem. Load Force Angle Ld/Plate Ld/0rain Grip Dur/span Rod_ Area (in2) (lb) (deg) (deg) ldeg) 'psi) Factor Factor Reg. Act. T1 3 -2506 20,6 4.6 4.6 245.451 1..00 1.00 5.105 13.500 WW1 3 -2506 20.6 4.6 4.6 245.451 1.00 1.00 5,105 13.500 Mem, Lad R -Force Force/S-line Perp Shear T-Ang T -Value 0-Ang S -Value Area (in) P1. Om" (lb) (deg) Force(lb) (lb) (plf) (pif) Req. Act. CBI 11 3 -2005 4.6 -161 -1990 90.0 5040. 0.0 3444. 4,3S 6.00 0.73 ,'+ WW1 3 -2005 4.6 -161 -1990 90.0 5040. 0.0 3444. 4.35 6.00 0.73 1"► Joint Description Plate Loeatinn(x1) (yl) (z2) Iy2( (in) 1 TV MI/20 4X8 0.000 0.000 Mem. Load Force Angle Id/Plato Ld/0rain Grip Dur/Span Red. Area Iin2) I1b1 (deg( (deg) (deg) (psi) Factor Factor Rog. Amt. T1 3 -3997 17.0 17.0 0.9 337.855 1.00 1.00 4.403 13.435 B1 3 3989 17.2 17.2 17.2 231.799 1.00 1.00 6.604 13.425 Mem. Load R -Force Force/5-line Perp Shear T-Ang T -Value 9-Arg S -Value Area fin) Pl. (lb) Ides) Voree(lb) (lb) (pif) (pif) Req. Act. CSI T1 3 -4010 4.6 -322 -3997 74.0 5345. 16.0 3970. 6.04 8.32 0.73 B1 3 4010 5.9 2471 3150 74.0 5345. 16.0 3970. 6.02 8.33 0.72 Joint Description Plate Looation(xl) (y1) (x3) Iy2) (inl 3 TMMW MI120 4x10 0.000 0.000 Load Force Angle Ld/Plata Ad/Grain Grip nur/Span nod. Ara; lira) P°k (lb) (deal (deg) (degl (pail Factor Factor Esq. Act. T1 2 -1502 24.7 40,7 40.7 206.346 1.33 1.00 2.737 37.500 K2 2 1472 10.2 34.3 0.0 •726.510 1.33 1.00 7.443. 15.470 tON R1 H9 375 90.0 90.0 90.0 184.000 1.00 1.00 1.019 13.657 e• Mem. Load R -Fore. Force/8-line Perp Shear T-Ang T -Value 8-Ang 5 -Value Are. lin) Vl. (lb) Idog) Porc.(lb) (lb) (plf) (918) Req. Act. COI p1 T1 1 1171 31.5 -612 998 90.0 5040. 0.0 3444. 1.73 9.70 0.18 Joint Description Plate Loeatien(x1) (y1) (x11 (y2) (in) 4 T9 911120 6x0 0.000 0,000 t".. Mom. Load Farce Angle Ld/Plate Ld/Grain Grip Dur/Span Rod. Area fine) (lb) (deg) (d.$) (deg) (pail Factor Factor Reg. Act. r+ .* T2 2 3065 15.4 0.7 0.7 180.228 1.33 1.00 6,394 22.500 T1 2 -3065 15.4 0.7 0.7 180.228 1.33 1.00 6.394 22.500 Mem.. Lad R -Force Force/5-lima Perp Shear T-Ang T -Value 9-Ang 8 -Value Area gin) P1. Om, (lb) !deg) Force(lb) (lb) (elf) (p18) R.Q. Act. CSI T2 2 3065 69.3 3065 36 0.0 4755. 90.0 3876. 3.01 6.00 0.50 /m%.. T1 2 -3065 69.3 3065 36 0.0 6755. 90.0 3876. 3.01 6.00 0,50 r', a�4 0.4 Job Deocr.: IMPAIR 1Ja1 Plating information tiis.:TA Page 25 Joint Description Plats Lacatien(x1) (y1) (62) (y2) (in) r► S TNMW MII20 6610 0.040 0.000 ,"+ Mom. Load Force Angle 1.41/Plato Ld/grain Grip Dur/span.. Bed. Area (int) (lb1 (deg) (deg) (dog) (psi) Factor Factor Reg. Act. 71 3 1242 11.7 27.7 27.7 219.237 1.00 1.00 2.833 37.500 W3 1 -581 90.0 74.0 0.0 200.493 1.00 1.00 1.449 13.657 ' 64 2 1705 31.9 47.9 0.0 217.555 1.33 1.00 2.947 14.799 • MemY, Load R -Pores Force/3-liras Psrp Shear T-Ang T -Value 8-Ang S -Value Area (in) P1. (lb) (deg) Forco(1bF (lb) (pli) Ip1f) Reg. Act. CST /a1 T2 3 1242 27.7 -578 1100 90,0 5040. 0.0 3444. 1.91 8.6S 0.22 Joint Description Plats Loeation(xl) 1y1) 1x2) (y2) (in) 6 TRW M1220 2.10 0.000 0.000 r, Mem. Load Force Angie L4/Plate Ld/Grain Grip Dtr/Bpan Red. Area (in2) A,,, (1b) (d!g) (deg) (deg) (psi) Factor Factor Reg. Act. 72 2 -1977 1.8 1.8 14.2 69.473 1.33 1..00 10.429 21.057 72 2 1926 0.4 0.4 15.7 69.131 1.33 1.00 10.475 21.057 e".... 415 HF 375 90.0 90.0 90.0 184.000 1.00 1.00 1.019 12.244 I Meaa_ Load R -Force Pares/a-line Pimp Shear T-Ang T -Value 5-Ang B -Value Area (in) P1. (lb) (deg) Force(1b) 11b1 (Of) (pif) Req. Act. CSI 04.1 Joint. Description Plata Location(x1) lyi) (x2) (y2) (in) -► y TN4141 MIXS0 41E6 0.000 0.000 Men. Lead Force Angle Ld/Pots LA/grain Grip Dur/Span Rod. Area (in21 (lb) (deg) (deg) (deg) (psi) Factor Factor Rog. Ant. !"+ 72 1 1469 23.0 7.0 7.0 243.252 1.00 1.00 3.020 10.500 414 1 -1637 31.9 47.9 0.0 217.555 1.00 1.00 3.763 5.167 413 2 -1791 90.0 74.0 0.0 200.493 1_33 1.00 3,358 4.372 Winn. Load R -Faroe Force/5-line Perp Shear T-Ang T -Value S-Ang 8 -Value Area lin) P1. AwN (lb) (deg) Farce(lb) (lb) Iplf) (plf) Reg. Act. CSI T2 1 1469 7.0 -178 1459 90.0 5040. 0.0 3444. 2.54 6.00 0.93 • Joint Description Plats Location(x1) (yl) (x2) Iy2) (in) 8 TS MII20 6x0 0.000 0.000 News, Load Force Anglo Ld/Plate [.d/[Frain Grip Dur/Span Red. Area (in2) (lb) (deg) (dog) (degl 'psi) 'factor Factor Reg. Act. 71 1 -284 83.4 80.6 80.6 29.645 1.00 1.00 4.656 22.500 Om1 Ti 1 249 83.4 80,6 80.6 29.645 1.00 1.00 4.856 22.500 A' Mee. Load R -Porto Force/3-line Perp shear T-Ang T -Value 9-Ang S -Valve Area (in) P1. (lb) (deg) Force(lb) (lb) (pif) (plf) Rog. Act, CBI I1 T2 1 299 18.4 -94 -284 0.0 6755. 90.0 3675. 1.53 6.00 0.26 Ti 1 -299 18.4 -94 -784 0.0 6155. 90.0 3075. 1.53 6.00 0.24 ^k ` /! Job Descr.; REPAIR (J61 FiI..:TA -,Page 25 ifek Plating information ", Joint Description Platt Location(X1) (y1) (X2) (y2) (in) ON TMN1f MII10 10x10 5.000 5.750 /.w H.m. Lead Force Angle Ld/Flats Ld/Drain ©rip Pur/S pan Red. Arse (6862) (lb) (deg) Ideg) (deg) (Psi) Factor Factor Req. Act. Tl 1 5186 50.4 34-4 34.4 21..2.029 1.00 1.00 12.731 55.000 W7 2 -4021 90.0 74.0 0.0 200.493 1.33 1.00 7.339 14.564 O1 W6 1 -3531 18.2 34.3 0.0 226.510 1.00 1.00 7.839 16.021 e"w Load R-Foror Forc./S-lint Perp Shear T-Ang T -Value S-Ang S -Yalu. Area fin) Pl.. (lb) !deg) Fores(lb) (lb) (plf) (plfl Req. Act. CSI rw TI 1 5196 34.4 -2931 4279 90.0 5040. 0.0 3444. 7.43 9.70 0,77 joint Description Plat. Loeation(xl) (y1) (x21 iy2) (in) 10 THE N1130 5401 0.000 0.000 N.ra. Load Farce Angle L4/Plate Ld/0rain Grip Dur/Spsn R.4. Area (in2} (lb) (deg) (deg) (deg) (psi) Factor Factor Req. Aet. Ti 1 -3305 6..7 6.7 9.4 241.530 1.00 0.79 8.800 17.425 81 3 1141 16.2 14.2 16.2 131.218 1.00 0.71 9.023 17.425 ON I4.r. Load R -Fare. Force/8-lint P.rp Shear T-Ang T -Valve 8-Ang 8-Va1u. Area (in) Pl. ON (ibl (dry) Forar(lb) (1h) (pl£I (pin Reg. Act. CSI 11 1 -3305 9.4 -530 -3261 74.0 5345. 144.0 3805. 5.14 8.32 0.42 osk 81 1 3305 9.2 -1287 3044 74.0 5345. 164.0 3805. 5.14 8.32 0.42 ON Joint Description Plat. Locstion(x11 (yl) (x2) (12) (in) Amm 10 TUB 0(3120 5x8 0.000 0.000 ON, K.m. Load Force Angle Ld/plate. L4/Grain Drip Dur/Span Red. Area (in2) #0'k Tl (deg) (dsg) (deg) (pail Fsotor Factor Reg, Act. Tl HF 373 90.0 90.0 90.0 184.000 1.00 0.78 1.311 17.425 91 HF 375 90.0 90.0 90.0 194.000 1.00 0-70 1.311 17.425 Aps Nem. Load R -Fore. Forc./S-line Perp Shear T-Ang T -Value s-Ang 3 -Value Area (in) Pl.. ON (1b) (deg) Force(lb) (lb) (plf) (plf) Reg. Act. CSI T1 1 0 0.0 0 0 74.0 5345. 16-0 3970. -1.0 8.32 -1.00 ON 51 1 0 16.0 0 0 74.0 5345. 14.0 3970. -1.0 8.32 -1.00 ON Joint Description Plate Loaatien(xl) lyl) (x2) (y2) (in) ON 11 8MN1 MII20 4,416 2.000 7.250 ON Noe. Load Force Angle Ld/Plats Grip in Ld Gra S / p Dur/ Par+ Red. Area iin2) (lb) (deg) (degl (dog) (psi) Factor Factor Req. Act. " 81 2 1539 90.0 0.0 90.0 184.000 1.33 1.00 3.145 28.000 147 2 4021 90.0 0.0 0.0 249.000 1.33 1.00 6.070 29.750 fti ilea. Load R -Fares Forc./s-Lint Perp Sheer T-Ang T -Value S-Ang S -Value Axes lin) P1_ r► lib) Wog) Fare.(lb) (lb) (p1f) (pill Req. Act. CSI 81 2 1539 90.0 -1539 0 0.0 6756. 90.0 3876. 1.02 4.00 0.74 OW.. n7 2 4021 90.0 4021 0 0.0 6756. 90.0 3874. 2.65 4.00 0.67 tti Goo Deets.: REPAIR UM) Plating information Vila.nTA Page 27 go" Joint Description Plate Location(xl) 1711 (x2) (yi) (in) 12 85410 HII20 8x10 5.000 6.000 Sam. Load Force Angle Ld/P1ate I,d/drain Drip Dux/Span Red. Area (in2) (lb) (deg) (deg' (deg) (Pei) Factor Factor Req. Act. 0" 81 2 3674 5.2 5.3 5.2 163.456 1.33 1.00 7.529 27,313 52 3 -284 18.4 15,4 18.4 24.001 1.33 1,00 4.450 27.313 /~k• M3 1 1791 90.0 90.0 0.0 190.000 1.33 1.00 3,544 6.125 W6 1 3551 18.2 18.2 0.0 237.033 1.00 1.00 7.491 8.313 Mem. Load R -Farce Farce/S-lin. Perp Shear T-]4ng T -Value 0 -Mg S -Value Area (in) Pl. 0" (1bl (deg) Force(lb) (lb) (plf) (plf) Req. Act. CSI 81,416 1 3613 90.0 -3613 0 0.0 6756. 90.0 3876. 2.41 8.00 0.30 0" 92,413 1 -1511 90.0 1511 -0 0.0 6756. 90.0 3876. 2.33 8.00 0.29 53,M6 1 3551 0.0 0 -3551 90.0 5040. 0,0 3444. 5.87 9.50 0.61 fi. Joint Description Plate Location(xl) lyll (x2) (y2) (in) 13 HMAM1 MII20 ix8 0.000 0.000 4(em. Load Force Angle Ld/Plate Ld/Grain drip Dur/Span Red. Area (in2) (lb) (deg) (deg) Idegl (pail Factor Factor Rag. Act. 62 1 -2545 4,5 4.5 4,5 245.534 1.00 1.00 5.183 22.000 /" 15 MF 375 90,0 90.0 90.0 184.000 1.00 1.00 1.019 9.625 14 1 1637 31.9 31.9 0.0 228,076 1.00 1.00 2.589 5.119 0010. 04 2 -1705 31.9 31.9 0.0 228.078 1.33 1.00 2.811 5.119 f" Meta, Iliad R -Force Faro/S-line Pere Shear T-Ang T -Value 8-Ang 8-Valme Area (in) Pl. (lb) (deg) Foraa(lb) (lb) (plfl (plf) Req. Act. CSI 113 1 -2545 4.5 -200 7537 90.0 8040. 0.0 3444. 4.42 5.00 0.58 05,14 1 1618 30.5 -821 1394 59.5 5671. 30.5 4447. 1.62 7.37 0.22 05,04 3 1559 30.5 -791 -1344 59,5 5621. 149.5 3258. 1.57 7.27 0.23 0" Joint Description. Plate Location(xl) (yl) (x2) (y2) (in) 24 880(1 01I20 8x10 5.000 6.000 ■", hem. Load Farce Angle Ld/Plate LS/Grain Orip Dar/span Red. Area lint) (110) (deg) (deg) (del) (pail Factor Factor Req. Act. " 11 3 -3719 1_2 1.2 1.2 248.151 1.00 1.00 7.492 27..313 52 3 2603 1.1 1.1 1.1 248.227 1.00 1,00 5.243 27.113 teN 03 1 581 90.0 90.0 0.0 190.000 1.00 1.00 1.529 6.125 02 2 -1472 18.2 10.2 0.0 217.033 1.33 1.00 2.335 0.313 Mum. Load R -Farce Force/8-line Pare Shear T -Ann T -value S-Ang S -Value Area (in) P1. Ilb) (deg) Foroe(lbl Ilbl (plf) (plf1 Rag. Act. COI 81,02 3 1229 90.0 -1229 0 0.0 6756. 90.0 3876. 2.79 0.00 0.35 82,03 3 527 90.0 -527 0 0.0 6756. 90.0 3576. 2.31 8.00 0,29 00" 93,52 1 1217 0.0 0 -1217 90.0 5040. 0.0 3444. 2.01 9.50 0.21 Jab Deocr.: REPAIR 1001 Plating information File.:TA Page, 2* Saint Description Plata Locatxoa(x1} (yl) 15 H19N M1120 3x6 0.000 0.000 Mfem . Load Force Angle Ld/Plata Ld/grain Grip (1bl (dog) (dog) (dog) (psi) Oft., 31 HP 375 90.0 90.0 90.0 104.000 WI HP 373 90.0 90.0 90.0 104.000 On*a 4.0'1/4 (x2) (y2) (in) Dur/Span Rod. Area final !actor Factor Req.. Act. 1.00 1.00 1.019 6.750 1.00 1.00 1.019 6.550 !tam. Load R -Fort* Force/S-line, Porp 9haar T-Ang T -Value, S-Ang S -Value Aria (in) P1. (1b) (dog) Force(lb) (1b) fplf1 (plf) Req. Act. CBI 51 4 145 90.0 -145 0 0.0 6756. 90.0 3876. 0.12 3.00 0.04 W1 4 145 90.0 145 0 0.0 6756.. 90.0 3676. 0.12 3.00 0.04 ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) 2x8 BOTTOMI CHORD TRUSS '6' LOA D He LL � eo PSF x 2 ,c7 IX • 75 PSF x 2 .0; 8x10 TIE PLATE SCALE: 1/1'.1'-0- 7-0• REIwIpWE TRIG PORTIO N OF T A/L S:\ZuMPANO - CORAL GABLES 'C - 1-26-04\2003-19-53 C.dwg, Model, 2/19/2004 5:02:35 PM, kenny, Kenny 7676- fnxrs huts iypa ZlMAPANO TB MOD. QUEEN l £ary my 1 1 MEYA1 ..1(3l 1ab Reference f �j I 1 L W TRUst. wmrRrv.Y iraL,. 5�'2uu a Jar w4 mi 1 e rr�, rrsc-F'rrApr 3a 11:1 /:;33 iu[)4 F'tQ61 9-0-0 15-6-0 22-1-0 28-8-0 35-2-0 -O 4 9-0-0 6.6.0 6-7-0 6-7-0 X37.2 6-6-0 2-0-0 Scale - 1:64,7 3,45 32 8610 = 6 BxID Sx10 6x8 5 5 � � ���� 7 688 ; 8x10 7--- �. �' $ l;5- 881139,--:-, 2 W4 W4 1l>s 6:46w3 10 ------__5-v -. M 1 1 wz � F .[ Al B�. pp l°i12 16 15 14 13 12 11 488 = 5x1 i 386 11 881 o = 488 = 8x10 = sx10 3x8 II { 9-0-0 15-6-0 22-1-0 28-8-0 35-2-0 4 9-0-0 6-6.0 6-7-0 6-7-0 t37-2-0 6-8.0 2-0-0 MOM vlraets LOADING (psi) SPACING 2-0-0 CSI DEFL in (Ioc) Iid.8 Lid PLATES GRIP TCLL 30.0 Pietas Increase 100 TC 0.84 V� 0401~5-18 *999 360 MI120 2491190 TCOL 15.0 Lumber Increase 1,00 BC 0.90 V 0.34 15-16 >999 240 BCLL 0.0 Rep Stress incr NO WB 0.98 I-lorz(TL) -0.10 12 . nla n/a BCDL 10,0 Cods FDC2001/ANSI95 (Matrix) Wafght: 3131b LUMBER BRACING TOP CHORD 2 X 8 SYP No.2 TOP CHORD Sheathed or 3-8-13 oc purling, except end verticals. BOT CHORD 2 X 8 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-9-8 oc bracing. WEBS 2 X 4 SYP Na.3 WEBS 1 Row at midp1 5-14, 9-13 SLIDER Left 2X4SYP No.33-8-1D REACTIONS (lblsize) 1182110-8-0, 12=329010-4-8 Max Hors 1=2 ed case 2) Max UpI 1--2 (bed case 2), 12-2487(bad case 2) FORCES S (lb) - First Load Case Only TOP CFfORO 1-2=-5088, 2-3=-4978, 3-4=-3955, 4-5+-3867, 5.6=-2727, 6-7=-2728, 7.8=-2396, 8.17■ -2417, 9-17+-2871, 9-10=-150, 10-11=-159 BOT CHORD 1-18=4784, 15-13=4784,14-15=3728,13-14=2323, 12-13=183, 11.12=17 WEBS 3-16=128, 3-15=-1139, 5.15=559, 5-14=-1429, 6-14=836, 7-14=272, 7.13=-837, 9-13=2307, 9-12=-3145, 10-12=250 NOTES • 1) Unbalanced roof Ilve loads have beers considered for this des♦pn. 2) Wind: ASCE 7.98. 148nph (3 -second gust); h=251i; TCtA-5.0psf, BCDL=5.0paf; Category II; Exp C; enclosed; C -C; cantilever left and right exposed; Lumber l7OL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2045 Ib uplift at joint 1 and 2487 Ib uplift atjoir t 12. 4) Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of thls truss. 5) In the LOAD CASE(S) section, loads applied to the face of the truss ere noted as front (F) or back (B). LOAD CASE(S) Standard Except 1) R ulu: Lumber Increase -1.00, Plata Increase -1.00 Uniform Loads (if Vert: 1-6=-90,- 8-17=-90, 10-17..3E0(F=-270), 1-11--20 'A Job Deacr,: REPAIR (JO) File.:TS Page 1 Ph Design Information for Metal Plate Connected Truss 0=N Designed $y: • Customer Address: Manufacturer Addreaa: Results for: TB (Frame Design Method - Buckling by Factor) f► • CODE: FYC2001/ANS195 SPAN: 44-2.0 SPACING: 2-0-0 LOAD: 30.D-15,0.0,0-10.0 INCR.: Laid 0.00 LBRa 1.00 NAM= 1.00 MEMBER 1-3 TOP CHORD MAX CBI. 0.57 + 0.27 a 0.94 MEMBER 1-11 BOT.CMORD MAX CBI= 0.58 + 0.22 . 0.90 • DL CAMBER BETWEEN SUPPORTS • 1/1 in CA.LC. L. L. DEFLECTION = 0.40 IL/>999) AT 15-16 INPUT L/360. e",. MAX, VERTICAL DEFLECTION a 0.34 [L/999) AT 15-16 INPUT L/240 MAX. HORIZONTAL DEFLECTION w -0.10 AT 30/NT 12 • MAX. TOP CHORD UNBRACED LENGTH . 3.1=13 MAX. BOTTOM CHORD CNERACED LENGTH 3-9-5 • TOP CHORD: 3 X 8 GYP No.3 BOTTOM CHORD: 2 X 8 SYP No.3 • WEBS: 2 X 4 SYP No.3 • Design Service supplied By: DECO TRUSS COMPANY INC_ • Voice: (305) 257-1910 FAX (305) 257-1911 ,eft. Friday, April 30, 2004 • MiTek 2020, Copyright (G) 1992-2000, MiTek Holdings, Inc. ,043/4 omik OmN Sob Delmer., REPAIR (JG) Truss Geometry: File.:TE Page 2 (France Design Method - Buckling by Factor) Total Span: 44-2-0 TC-Pitch left: 3.451/12 TC-Purlin Spacing: 0-0-0 Overall Haight: 7-0-0 Left Top overhang: 0-0-0 Joint Coordinates and Restraint. Conditions, Truss Spacing: 2-0-0 TC-Pitch right: 3.451/12 BC-Purlin Spacing: 0-0-0 0varall Length: 37-2-0 Right Top Overhang: 6-0-0 Jut Coordinates - (in) Id. R Y 4 6 6 1 1S 3 16 5 14 7 13 9 12 2 11 10 17 100.68 265.00 379.32 4,00 106.00 108.00 109.00 186.00 265.00 344.00 344.00 422.00 422.00 64.29 444.25 444 .2 5 397.00 Humber Information Restraint Inclination Master Jnt X Y 5 Leg No. 47.35 00.23 47.35 3.63 3.63 35.08 3.63 17.01 3.63 57.51 5.63 35.08 3.63 27.51 3.43 29.46 43.71 Fix Fix Fix 0.00 0.00 Panel Type Design Loading Purlin Lengths Spacing Actual Suckling (inl lin) (in) F. Moment Lengths Midpnl Pnlpnt (ill (in) Top Chord at 1-3 Heal 3-5 Regular 5-6 Regular Top Chord at 6-7 Regular 7-9 Regular 9-10 Regular Bottom Chord 1-16 Has1 15-16 Regular 14-15 Regular 13-14 Regular 12-13 Regular 11-12 Regular Nab at 90.00 3-16 Regular Web at -18.244 3-15 Regular Web at 90.000 at 16.044 deg. 13.451/12) Regular Regular Regular -16..044 deg.. Regular Regular Regular 0.000 deg. Porch Porch Porch Porch Parch Cantilever (-3.451/12) (0.000/12) 0 deg. (90.000/12) Regular deg. (-3.956/12) Regular deg. (90.000/12) 108.65 52.15 0.48 90.90 99,90 01.16 52.75 0.61 90.90 99.90 02.20 53.43 0.65 99.90 99.90 82.20 53.43 0.65 09.90 99.90 81.16 52..75 0.65 99.90 99.90 23.15 15.05 0.65 99.90 99.90 104.00 51.30 0.49 99.90 99.90 70.00 50.70 0.65 99.90 99.90 79.00 51.35 0.65 99.90 99..90 79,00 51.35 0.65 99.90 99.90 78.00 50.70 0.65 99.90 99.90 22.25 14.46 0.65 99.90 99.90 24..06 19.25 0.00 49.90 99.90 78.44 42.76 0.60 99.90 99.90 Job Donor.: REPAIR (d4) Bile.:T8 Page 3 Panel 71.1m Purlin Lengths Re Moment Lengths Design Loading Spacing Actual Buckling Nidpnl Pnlpet (ink (in) (in) (in) (in) 5-15 Regular Regular Web at -31.898 deg. (-7.459/12) 5-14 Regular Regular Web at 90.000 deg. 190.000/121 6-14 Regular Regular Web at 31.898 deg. (7.469/12) 7-14 Regular Regular Web at 90.000 deg. (90.000/12) 7-13 Regular Regular Web at 18.246 deg. (3.956/121 9-13 Regular Regular Web at 90.000 deg. (90.000/191 9-12 Regular Regular Sop Chord at 90.000 deg. (90.000/121 10-11 End Vert. End Vert. Web at 44.084 deg. 111.624/12) 10-12 Regular Regular 46.49 37.19 0.80 99.90 99.90 88.93 71.14 0.80 99.90 99.90 69.21 55.36 0,80 99.90 99.90 88.93 71.14 0,80 99.90 99.90 46.49 37.19 0.80 99.90 99.90 78.44 62.76 0.80 99.90 99.90 24.06 19.25 0.80 99.90 99.90 25.06 16.29 0.45 99.90 99.90 26.10 20.88 0.80 99.90 89.90 Imr Type Ind Cond. Length Area Section Moment of Inertia Start End Modulus X Y (in) (in2) (in3) (1n41 (in4) Top Chord 1-2 Beam Rigid Rigid 63.18 17.679 18.062 99.9 3.31 2-3 Bear Rigid Rigid 45.48 10.475 13.141 47.6 2.04 3-4 Beam Rigid Rigid 44.41 10.875 13.141 47.6 2.04 4-5 Beam Rigid Rigid 36.76 10.075 13.141 47.6 2.04 5-6 Beam Rigid Rigid 82.20 10.875 13.141 47.6 2.04 Top Chord 6-7 Beam Rigid Rigid 92.20 10.875 13.141 47.6 2.04 7-8 Beam Rigid Rigid 36,76 10.875 13.141 47.6 2.04 0-17 Beam Rigid Rigid 13.19 10.875 13.141 47.6 2.04 9-17 Beam Rigid Rigid 31.21 10.875 13.141 47.6 2.04 9-10 Beam Rigid Rigid 23.15 10.875 13.141 47.6 2.04 Bottom chord 1-16 Beim Rigid Rigid 104.00 10.875 13.141 47.6 2.04 15-16 Beam Rigid Rigid 78.00 10.875 33.141 47.6 2.04 14-15 Beam Rigid Rigid 79.00 10.075 13.141 47.6 2,04 13.-14 Beam Rigid Rigid 79.00 10.875 13.141 47.6 2.04 12-13 Bear Rigid. Rigid 78.00 10.075 13.141 47.6 2.04 11-12 Seem Rigid Rigid 22.25 10.875 13.141 47.6 2.04 Web 3-16 Rear Pinned Pinned 31.45 5.250 3.063 5.36 0,984 Web 3-15 Beam Pinned Pinged 84.10 5.250 3.063 5.36 0.984 Web 5-15 Beam Pinned Pinned 53.89 5.250 3.063 5.36 0.984 Web 5-14 Beam Pinned Pinned 95.63 5.250 3.063 5.35 0.984 Web 6-14 Beam Pinned Pinned 74.60 5.250 3.063 5.36 0.984 Web 7-14 Raoul Pinned Pinned 95.63 5.250 3.063 5.36 0.984 Web Sob Descr.t REPAIR (.70) Pile.:Te Page 4 4/30/04 1.1:16 .r. Mhr 3•j�p. End Cond. Length Area Section Moment of Inertia !^ Start End Modulo. X y (in! (in2) (in31 final (in4) e 7-13 Beam Pinned Pinned 53.89 5.750 3.063 5.36 0,984 '.y Web 9-13 Beam Pinned Pinned 84.10 5.250 3.043 5..36 0.984 Wah ea 9-12 Beam Pinned Pinned 31.45 5.250 3.063 5.36 0.984 Tog Chord /k. 10-11 Beam Rigid Rigid 25.06 5.250 3.063 5.36 0.984 Web '^• 10-12 Beam Pinned Pinned 33.51. 5.250 3.063 5.36 0.984 , Basic Allowabl. !Mimeses {psi) e. Kbr Vb Ft Yv Top Po 0.`. 1-2 1200 650 87 545 1550 1.60.+006 850 475 57 565 975 1.40E+006 Om', 2-3 1200 650 87 565 1550 1.6004006 3-4 1200 650 87 565 1550 1.60.+006 ^, 4-5 1200 650 57 565 1550 l..60ex006 5-6 1200 650 87 565 1550 1.60.4006 6-7 1700 650 87 565 1550 1.60E+006 7-8 1200 650 07 565 1550 1.60.+006 5-17 1200 650 87 565 1550 1.60.+006 +-' 9-17, 1200 650 87 565 1550 1.60E+006 9-10 1200 650 87 565 1550 1.60E+006 P.% 1-16 1200 650 87 565 1550 1.60E+006 15-16 1200 650 87 565 1550 1.60E+006 /"s 14-15 1700 650 07 565 1550 1.60.+006 13-14 1200 650 87 565 1550 1.60E+006 ,'.R 12-13 1200 650 87 565 1550 1.60.+006 11-12 3200 650 57 565 1550 1.60E+006 e'mN 3-16 850 475 87 565 975 1.400+006 3-15 850 475 87 565 975 1.40.+006 5-15 850 475 97 565 975 1.440+006 5-14 850 475 87 565 975 1.40.+006 6-14 850 475 117 565 975 1.40.►006 /"., 7-14 850 473 87 565 975 1.40.{006 7-13 850 475 87 565 975 1.40.+006 9-13 850 475 87 565 975 1.40E+006 9-12 850 475 87 565 575 1.40464006 1's 10-11 850 475 87 565 975 1.40E+006 10-12 850 475 87 565 975 1.40.+006 rt r^+ eak fit rok Ask lob Decor,: REPAIR (JKii Bile.:TB •__'Page_ --5 set Dowding LC 1: Regular Alsk Chord No. Type Dietrib. LO4d-Dir Dir. Proj.. Begin Well End Val2 Panel(s) '� Top Dead Uniforr Down X Yes 0-0-0 30.0 37-0-4 TC - Regular Top Dead Uniform Down X Yes 32-8-0 150.0 37-0-4 Top Floor Uniform Down X Yee 32-8-0 120.0 37-0-4 ` Top Constr. Uniform Down X Yes 0-4-0 60.0 22-1-0 TC - Regular Top Constr. Uniform Down X Yes 22-1-0 60.0 37-0-4 TC - Regular A°". Bottom Dead Uniform Down X Yen 0-0-0 20,0 37-0-4 Other Chord k BC - CantL. & BC - Perch LC 2: C -C Wind Iti Chord No. Type Dietrib. Load-Dir Dir. prof. Begin Pall End Val2 Peneliel Aim, Top Dead Uniform Down X Yes 0-0-0 10.0 37-0-4 TC - Regular Top 1-6 ExtTind Uniform N_Up X No 0-4-0 122.8 22-1-0 TC Regular Top 6-10 Sxtxind Uniform N_Up X No 22-1-0 122.8 37-0-4 TC - Regular Top Intxind Uniform N_Up X No 0-4-0 15.0 22-1-0 Other Chord 4 TC - Regular swa Top IntWind Uniform N_Up X No 22-1-0 15.8 37-0-4 Other Chord & TC Regular Bottom Dead Uniform Down X Yee 0-0-0 10.0 37-0-4 Other Chord & BC - Conti,. 4 SC Porch As., Bottom ExtWiod Uniform N_Up X No 33-2-0 98.8 37-0-4 Other Chord & BC - CantL. LC 3: 1st unbalanced Regular Om, Chord No. Type Dietrib. Load-Dir Dir. Prot'. Begin Von 8nd Val2 Panelis} Tap Dead Uniform Down X Tips 0-0-0 30.0 37-0-4 TC - Regular ON Tbp Constr. Uniform Darn X Yes 0-4-0 60.0 22-1-0 TC - Regular Bottom Dead Uniform Down X Yes 0-0-0 20.0 17-0-4 Other Chord & BC - CantL. & BC - Porch LC 4: 2nd unbalanced Regular r� �* Chord No. Type Dietrib. Load-Dir Dir. Proj.. Begin Pall Ind V.12 Psnel(s) Top Dead Uniform Down X Yes 0-0-0 30.0 37-0-4 TC - Regular f� Top Constr. Uniform Down X Yee 22-1-0 60.0 37-9-4 TC - Regular Bottom Dead Uniform Down X Yes 0-0-0 20.0 37-0-4 Other Chord & BC - CantL. & BC - Porch Job Door.: REPAIR. (30) File.:Ti Pags 6 IF+ LOADCABE 1: Lumber DOL . 1.00 R■gular rOmN A Tru.a Spacing: 2-0-0 Loading (plf) (tilabal Reference Fracas) Start Ind " Panel t.rt./ Kuria./ Vert./ Naria./ Normal Parallel Normal Parallel A+ Top chord OIN T1. 1-2 90.0 -0.0 90.0 -0.0 prof. 71 2-3 90.0 0.0 90.0 0.0 proj. /a► 71 3-4 90.0 0.0 90.0 0.0 proj. T2 4-5 90.0 0.0 90.0 0.0 proj. Am's, 72 5-6 90.0 -0,0 90.0 -0,0 proj. 72 6-7 90.0 -0.0 90.0 -0.0 pray. 72 7-6 90.0 -0.0 90.0 -0.0 proj. 73 8-17 90.0 -0.0 90.0 -0.0 proj. �+ 12 17-9 360.0 -0.0 360.0 -0.0 proj. T3 9-10 360.0 -0.0 360.0 -0.0 proj. Bottom chord gI` 01 1-16 20.0 0.0 20.0 0.0 proj. 01 16-15 20,0 0,0 20.0 0.0 proj. ^" 32 15-14 20.0 0.0 50.0 0.0 proj. 82 14-13 20.0 0.0 20,0 0.0 proj. B3 13-12 20.0 0.0 20.0 0.0 proj. B3 12-11 20.0 0.0 20.0 0.0 proj. 1"k Webs Not.: toads not marked projected. (proj). arm loads normal to and parallel to the member. McMber Force. (Local Reference Frame) er Panel Start Parcel Ind Max. Shear Axial Momant Shear AC1.1 Moment Panel Fares Force Force Force Momant /"+ (lb) (lb) (lb -in) 11121 (lb) (lb -in) (lb -in) Top chord Ow% T1 1-2 315 -5112 831 116 -4976 5396 4563 TI 2-3 1 -4978 -5396 314 -4097 -1735 3654 fk Ti. 3-4 266 -3955 1735 42 -3867 3236 2402 T2 4-S -42 -3867 -3236 246 -3793 -2902 2312 oft. 12 5-6 266 -2727 2982 303 -2563 -4510 -1606 T2 6-7 301 -2564 4510 268 -2726 -3167 -1621 T2 7-8 3S7 -2333 3167 -73 -2396 4181 29Bfi T3 8-9 73 -2396 -4101 884 -2671 -0548 3250 T3 0-10 718 16 9548 -77 -168 -347 -7960 07 11-10 17 -159 81 -17 -159 347 304 A1 Bottom chord 81 1-16 93 4784 -881 81 4764 1507 3456 01 16-15 45 4764 -1507 8S 4704 -22 2125 B2 15-14 49 3728 22 83 3728 -1369 -766 82 14-13 101 2223 1369 31 2323 1414 1695 f " 03 13-12 -5 183 -1.414 135 183 -4041 -3040 B3 13-11 197 17 4041 -159 17 -81 -3600 r► Webs W1 16-3 0 126 0 0 126 0 0 j►.. W2 3-15 0 -1139 0 0 -1139 0 0 03 15-5 0 559 0 0 559 0 0 ,W... 04 S-14 0 -1429 0 0 -1429 0 0 Job Caner.: REPAIR (.70) File.:T5 Page 7 Pansi Start Panel End Max. shear Axial linmant $bear Axial Nomant Panel Force Force Force Force Moment (lb) (lb) Ilb-in) (lb) (lb) (lb -in) (lb -in) W5 14-6 0 636 0 0 636 0 0 W4 14-7 0 272 0 0 272 0 0 N3 13-7 0 -837 0 0 •637 0 0 1i2 13-9 0 2307 0 0 2307 0 0 M1 12-9 0 -3145 0 0 -3145 0 0 W6 12-10 0 250 0 0 250 0 0 Reactions (Global Ref■rbnca Frame) Saint Id. Vertical Horiz. Moment 11b) (lb) (lb -in) &baring Width (in) 1 -1921 -0 0 12 -3290 0 0 /" Mob Dsacr.- IMPAIR 430) File.:T9 Papa 8 Strsa■ Report for Loidcase 1. Omk • Manbir "Amiga forces (0 Axial A Mamrnt: N9 strips chock oiididl Panel Start 9id9ansl Rod folk Axial Moment Axial Moment Axial Ho Ant Top chord 71 1-2 -5068 1529 -5013 4563 0 0 eN Ti 2-3 0 0 -4978 3654 -4807 -1239 Ti 3-4 -3955 -1239 -3879 2402 0 0 4 11 4-5 0 0 -1867 2312 -3793 -2130 T2 5-6 -2727 -2130 -2579 -1600 -2563 -3221 i""• T2 6-7 -2544 -3221 -2580 -1621 -2728 -2262 T2 7-8 -2322 -2262 -2396 2986 0 0 T3 6-9 0 0 -2422 2258 -2671 -6820 T3 9-L0 16 -9546 -2 -7960 -150 -598 e• W7 11-10 -159 -91 -159 304 -159 347 Bottom chord !"'., 61 1-16 4784 1755 4704 3458 4784 2255 61 16-15 4784 1810 4784 2125 4784 587 82 15-14 3720 222 3728 -766 3728 -970 /". B2 14-13 2323 -1349 2123 1699 2323 1603 B3 13-12 163 1414 103 -3040 163 -4041 .0'*' 63 12-11 17 -4041 17 -3606 17 -440 Webs • ' W1 16-3 126 0 126 0 126 0 92 3-15 -1129 0 -1139 0 -1139 0 W3 15-5 559 0 559 0 559 0 84 5-14 -1429 0 -1429 0 -1429 0 'ma WS 14-4 036 0 836 0 636 0 W4 14-7 272 0 272 0 272 0 oak W3 13-7 -837 0 -837 0 -637 0 82 13-9 2307 0 2307 0 2107 0 W1 12-9 -3145 0 -3145 0 -3145 0 OwN 86 12-10 250 0 250 0 250 0 Panel Lurbir P/A6' M/ZP COI BSI Purlin Space OmN Top chord 71 1-2 2x11 No.2+ 0.03 0.21 0.25 0.15 0.00 • T1 2-3 2x11 No.2-1- 0.09 0.26 0.35 0.25 0.00 71 3-4 280 No.2 0.06 0.16 0.32 0.21 0.00 " 12 4-5 21(9 No.2 0.06 0.15 0.21 0.24 0.00 T7 5-6 2x6 No.2 0.02 0.20 0.23 0.24 0.00 • 12 6-7 2x8 No.2 0.07 0.20 0.23 0.24 0.00 72 7-8 2x8 Na.2 0.02 0.19 0.22 0.26 0.00 J"+ T3 8-9 2x8 No.2 0.03 0.43 0.46 0.70 0.00 73 9-10 288 90...2 0.00 0.61 0.61 0.57 0.00 W7 11-10 21(4 Na.3 0.00 0.13 0.13 0.03 0.00 Sotto= chord 81 1-16 2x8 No.2 0.68 0.22 0.90 0.07 0.00 O.3 61 16-15 2x5 90.2 0..68 0.13 0.01 0.07 0.00 62 15-14 230 9o.2 0.53 0.06 0.59 0.07 0.00 • B2 14-13 2x0 No.2 0.33 0.11 0.44 0.09 0.00 83 13-12 2x8 No.2 0.03 0.26 0.28 0.11 0.00 flo1 B3 12-11 2x8 Wo_2 0.00 0.26 0.26 0.16 0.00 Webs eti W1 16-3 2x4 No..3 0.05 0.00 0.0S 0.00 0.00 fi% I+a Job Dascr.: REPAIR. 00) 6i1s.e79 Page 0 /, fie., Panel Looker P/AP PP/Zr CSI Sill Purlin Space /'ti WI 3-15 2704 N0.3 0.96 0.00 0.96 0.00 0.00 W3 19-5 2x4 No.3 0.22 0.00 0.72 0.00 0.00 0.1 114 5-14 2x4 No.3 0.65 0.00 0.65 0.00 0.00 W5 14-6 2x4 140.1 0.34 0.00 0.34 0.00 0.00 h W4 14-7 3x4 No.3 0.11 0.00 0.11 0.00 0.00 W3 13-7 2x4 No.3 0.39 0.00 D.29 0.00 0.00 :r4 112 13-9 2x4 No.3 0.93 0.00 0.93 0.00 0.00 WI 12-9 374.4 No.3 0.60 0.00 0.69 0,00 0.00 r"'+ 96 12-10 2x4 No.3 0.10 0.00 0.10 0.00 0.00 Jnt Lumber P/AP POP CSI 881 Purlin Id_ Spans /P'+ MiTrk 2050 1.200 Proj.et-No.:ZUNPANO 4/20/04 11x16 Job Dever.: IMPAIR WO) P11..:T73 Pogo 10 WAWA 7: Lumbar 0OL . 1.33 C -C Wind A'M- • Truss Spacing: 2-0-0 • Loading Ipli) (Global Referencia Trams) start 31hd Panel V.rt./ Soria./ V.rt./ Maria./ Normal Parallel Morma1 Parallel OmN Top chord T1 1-2 -128.5 -43.4 -3.79.5 -43.4 prof. 11 2-3 -129.5 -39.8 -119.5 -19.8 proj- 21 3-4 -129.5 -39.8 -178.5 -39.9 prof. "^ 12 4-5 -128.5 -39.9 -130.5 -39.0 proj. 12 5-6 -128.5 -39.8 -128.5 -39.9 proj. T2 5-7 -130.5 39.8 -128.5 39.8 prof. T2 7-8 -118.5 39.8 -128.5 39.8 pr0j. oak T2 0-17 -128.5 39.8 -128.5 39.9 prof. 12 17-9 -118.5 39.8 -128.5 39.8 proj. T3 9-10 -129.5 39.8 -138.5 39.8 proj. Omk Bottom chord 51 1-15 10.0 0,0 10.0 0.0 prof. # 51 16-15 10.0 0.0 10.0 0.0 prof. S1 15-14 10.0 0.0 10.0 0.0 yard. roN 52 14-13 10.0 0.0 10.0 0.0 proj. 83 13-12 10.0 0.0 10.0 0.0 prof. 0'*. 53 11-11 -38.0 0.0 -88.8 0.0 proj. Nebo • dotal Loads not marked projected, (prof), are loads normal to and par -011101 to the member. Member Forman (Local Reference Prams) ek !"� Dania Start Panel Ind Max. Shear axial lament Sheer Axial Moment Panel Fore. Force Fora. Porn. Moment " (lb) (lb) (lb -in) (lb.) (lb) (lb -in) (lb -in) oar Tap chord T1 1-2 -531 5316 -4117 -151 5331 -7889 -6367 • T1 2-3 25 5334 7889 -515 3344 4403 -5635 Ti 3-4 -433 4276 -4403 -46 4206 -4189 -1061 !'1„ 72 4-5 45 4286 4189 -442 4294 4773 -2997 13 5-6 -415 3084 -4773 -471 3302 7101 1565 ^, 12 6-7 -460 3099 -7101 -406 3081 4074 -2555 T2 7-8 -406 1536 -4074 10 2628 -3573 -2552 0"4. 11 9-9 -10 2428 3573 -469 3610 6606 -7556 T3 9-10 -399 125 -6606 150 120 148 5710 87 11-10 -13 51 -03 13 51 -243 -215 ▪ Bottom chord 51 1-16 50 -5204 4117 36 -5704 -3390 -3638 ✓ ^ 11 16-15 61 -5104 3390 4 -5204 -1101 -2943 52 15-14 40 -1916 1101 18 -3916 12 -846 0", as 14-13 -1 -2313 -12 67 -2113 -2692 -7189 53 13-13 106 -157 1607 -41 -157 3050 2704 ON 13 12-11 -216 -13 -3050 51 -13 83 2588 Webs 01'1 91 16-3 0 97 0 0 97 0 0 ➢12 3-15 0 1398 0 0 1398 0 0 Am. W3 15-5 0 -467 0 0 -457 0 0 94 5-14 0 1695 0 0 1695 0 0 P'y MiThk 2020 3.200 Prodect-11o.:ADIPAMO 4/30/04 11:14 Jab Dram;._ REPAIR (MI 711e.: 713 Paga 11 Pausal Start Pauel End Max. Shear Axial Moment Shear Axial Moment Pani Fore. Worse Force Force Moment (lb) (lb) (1b -in) (1b) (lb} (1b -in) (lb-inI WS 14-6 0 -900 0 0 -000 0 0 omk V4 14-7 0 -246 0 0 -246 0 0 113 13-7 0 1043 0 0 1042 0 0 112 13-9 0 -2324 0 0 -3324 0 0 41 12-9 0 2392 0 0 2397 0 0 ate+ 116 12-10 0 -216 0 0 -216 0 0 Aw'. Roactions (Mabel Refer.nae Frame) r*'1 Joint Vertical Maxi=. Moment Rearing width Id. 11b1 (lb) (lb -in) lin) 1 2045 -209 0 12 74117 -0 0 domt 001 eaN O+, OPN er+ r'1 !'• • MiT.k 3030 5.200 Prof.at-Na.:ZU3P5N10 4/30/06 11:16 Jab Desar.: REPAID (JCS) Fil..cTB Page 11 ink y.., stream Report for Laadcas. 2. • Member Design Forces (0 Axial & Moment: 310 atm.. chock n..dad) • Panel Start Midpan.l End Axial Nomene Axial Mareent Axial 3om.nt Top chord 0.-` 71 1-2 5316 2940 5325 -6387 0 D 72 2-3 0 0 5334 -5635 3344 3140 71 3-4 4276 3145 4265 -3061 0 0 T2 4-5 0 0 4206 -2993 4294 2484 ^ 72 5-6 3084 3409 3100 2585 3103 5072 72 6-7 3099 5072 3090 -2555 3081 2910 0", T2 7-8 3636 2910 2638 -2552 0 0 T3 8-9 0 0 2617 -2556 2610 4719 /p'^ T3 9-10 125 6606 135 5710 121 624 W7 11-10 51 83 51 -215 51 -248 Bottom chord ek 81 1-16 -5104 -4117 -5204 -3638 -5204 -3390 01 16-15 -5904 -3390 -5204 -2943 -5204 •1201 P`. 82 15-14 -3916 -1201 -3916 -846 -3916 135 52 14-13 -2313 -24 -2313 -2168 -2317 -2691 + " 13 13-12 -157 -2692 -157 2704 -157 3030 01 12-11 -13 3050 -13 2588 -12 215 e", Webs 81 15.3 97 0 97 0 97 0 fm." W2 3-15 1388 0 1208 0 1388 0 W3 15-5 -467 0 -467 0 -467 0 rc W4 5-14 1695 0 1695 0 1695 0 85 14-4 -800 0 -800 0 -900 0 W4 14-7 -246 0 -246 0 -346 0 83 13-7 1043 0 1043 0 1843 0 W2 13-9 -2324 0 -2324 0 -2324 0 Wl 12-9 2392 0 2393 0 2292 0 W6 12-10 -216 0 -216 0 -216 0 r• Pen.1 Lumhsr 4/AF M/ZF CSI Ma: Purlia Apace Top chord T1 1-2 3x11 No.2+ 0.35 0.22 0.57 0.19 3.00 T1 2-3 2x11 No.2+ 0.57 0.27 0.84 0.31 0.00 r„4 T1 3-4 3x8 0o.2 0.45 0.15 0.60 0.26 0.00 72 4-5 3%1 30.3 0.46 0.16 0.63 0.26 0.00 72 3-6 7x9 30.2 0.33 0.24 0.57 0.28 0.00 T2 6-7 2x8 No.2 0.33 0.24 0.57 0.29 0.00 71 7-8 2x0 No.2 0.20 0.14 0.43 0.24 0,00 73 8-9 2x5 3o.2 0.20 0.22 0.50 0.39 0.00 73 9-10 2x8 No.2 0.01 0.31 0.33 0.24 0.00 ( ' 97 11-10 2x4 Na.3 0.03 0.07 0.09 0.02 0.00 Bottom chord B1 1.16 2x5 No.2 0.05 0.20 0.25 0.03 0.00 51 15.15 2,01 No.2 0.05 0.16 0.23 0.04 0.00 e' 02 15-14 3X1 30.3 0.02 0.06 0.09 0.03 0.00 82 14-13 2402 No.2 0.01 0.13 0.14 0.04 0.00 93 13-12 3301 No.2 0.00 0.15 0.15 0.06 0.00 53 12-11 2x8 290.2 0.00 0,15 0.15 0.11 0.00 Nobs 3l 16-3 2x4 Na.3 0.03 0.00 0.03 0.00 0.00 s"► Mink 2020 5.200 Pr0100t-Ne_:Z11PAtlO 4/30/04 11:15 Job Daffier.: RIPAIIR 1301) 7110.:88 Paps 13 i. Panel Lumber P/11 5/57 CSI SST Puxliu space 52 3-15 2x4 No.3 0.42 0.00 0.42 0.00 0.00 eN 53 15-5 2x4 Ne.3 0.11 0.00 0.15 0.00 0.00 54 5-14 2x4 11o.3 0.51 0.00 0.51 0.00 0,00 /w1 55 14-5 2x4 No.3 0.52 0.00 0.52 0.00 0.00 14 14-7 2x4 Ne.3 0.25 0.00 0.25 0.00 0.00 Om., 53 13-7 2x4 No.3 0.31 0.00 0.31 0.00 0.00 52 13-4 2X.4 No.3 0,42 0.00 0.02 0.00 0.00 00% W1 12-9 2x4 No.2 0.72 0.00 0.72 0.00 0.00 55 12-10 2x4 No.2 0.04 0.00 0.04 0.00 0.00 ek P", ant Lumber P/17 1!/37 COI 5a1 Puri in 3d. Space .~ OWN eN effk Aakk /a. IN + ' MiTek 2020 3.200 Proj.ct-$o.:ZD91PAMO 4/30/04 11x16 Job D..ar.e REPAIR IJO) rile.:72 Page 14 opw LOADCABE 3: Lumber DOL - 1.00 1st unbalanced Rugular • Tram' tpaeiogr 2-0-0 Loading (plf) (Global Rs#rm.msm 1•r.m.l Start End Pagal Vert./ Morris./ Vert./ Boris./ eok 8orm.1 Parallel Romani Parallel On% Top chord T1 1-2 90.0 -0.0 90.0 -0.0 prof. • 11 2-3 90.0 0.0 90.0 0.0 prof. Ti 3-4 90.0 0.0 90.0 0.0 proj. Om*. T2 4-5 90.0 0.0 90.0 0.0 proj. T2 5-6 90.0 . -0.0 90.0 -0.0 proj. T2 6-7 30.0 -0.0 30.0 -0.0 prof. 71 7-8 30.0 -0.0 30.0 -0.0 prof. 0°', T3 8-17 30.0 -0.0 30.0 -0.0 prof. T3 17-9 30.0 0.0 30.0 0.0 proj. T3 9-10 30.0 -0.0 30.0 -0.0 prof. Bottom chard 81 1-16 20.0 0.0 20.0 0.0 prof. Am* 81 16-15 30.0 0.0 20.0 0.0 proj. B2 15-14 20.0 0.0 20.0 0.0 proj. 14^'" 82 14-13 20.0 0.0 20.0 0.0 proj. 93 13-12 20.0 0.0 20.0 0.0 pray. -: B3 12-11 20.0 0.0 20.0 0.0 proj. Oats _ Rot.: Loads not numbed projected, (prop, are loads normal to and parallel to the .umber. ek Member Fore.. (Local Rotarian*. Prat.) Pao.) Start Panel End Max. 8hsar Axial Mo.aat Shear Axial Meant Panel Force force. Foram Forum Nosent (lb) (lb) (1b -in) (lb) (lb) (lb -in) (lb -in) • ' Top Chord Ti 1-2 318 -4596 1013 113 -4461 5474 4579 71 2-3 -8 -4461 -5474 323 -4372 -2057 3910 71 3-4 245 -3411 2057 42 -3329 2994 2119 As. 72 4-5 -42 -3329 -2994 297 -3256 -3340 2067 T2 5-6 28S -2103 3340 285 -2000 -3350 1790 e\ 72 4-7 141 -3041 3330 49 -2096 406 -2272 71 7-9 58 -1632 -404 27 -1656 962 1137 13 8-9 -27 -1656 -981 129 -1686 -2465 -1511 ek 11 9-10 127. -99 2491 -73 -115 -165 -2197 r'► 37 11-10 8 -99 32 -8 -99 165 145 Bottom Chord B1 1-l0 99 4291 -1013 85 4291 1184 3353 row% B1 16-15 48 4291 -1184 82 4291 -110 1887 82 15-14 52 3211 110 80 3211 -1201 702 ' 82 14-13 00 1585 1201 46 1595 401 1024 93 13-12 26 131 -401 104 121 -2657 -1894 • 83 12-11 137 9 2657 -9P 9 -32 -2337 limb. ,l►, 81 16-3 0 133 0 0 133 0 0 32 3-15 0 -1164 0 0 -1164 0 0 • M3 15-5 0 Sit 0 0 569 0 0 84 5-14 0 -1466 0 0 -1466 0 0 • MiTek 70'20 5.200 Project-No.:2101D71110 4/30/04 11:15 job Peecr.: MAIM (SO) File. : TS Pogo 15 Daa.1 !tart Pan.1 end Max. !'% lh..r Axial Moment 5haar Axial Maa.nL Panel Fora. Form Fora. Fart. Moment T (1b) (lb) (lb -in) lib) (lb) (lb -in) (lb-ia) 15 14-5 0 708 0 0 708 0 0 iwk 14 14-7 0 503 0 0 503 0 0 113 13-7 0 -515 0 0 -515 0 0 • 112 13-4 0 1568 0 0 1545 0 0 51 12-0 0 -1271 0 0 -1271 0 0 0" 114 12-10 0 155 0 0 185 0 0 ,10. Remotion. (Global R.f.r.no. Frame) gym, Joint Vortical Marie_ Moment Doering Width Id. (ib) (lb) (lb -in) (in) OPN 1 -1766 0 0 • 12 -1373 -O 0 fi ▪ XiTek 2020 5.200 Pxnject-No.:80MPANO 4/30/04 11:16 job Desar.= =PAIR (U) ri1..:T3 paws lc A. Strsae Rrpart for Lmadoss. 3. Member Design Farces (0 Axial & 30Usnts MO *trams cheek aasdsd) • Panel Stars: Midpaae1 Ynd Axial Moment Axial Ibom.nt Axial Womant ~ Ti. 1-7 -4572 1460 -4496 4579 0 0 71 2-3 0 0 -4462 3910 -4372 -1469 01°\ TI 3-4 -3410 -1469 -3341 2159 0 0 72 4-5 0 0 -3379 2047 -2256 -2386 AN T2 5-6 -2143 -2306 -2062 1790 -2000 -2293 T2 6-7 -2041 -3350 -2047 -2272 -2090 731 /". T2 7-0 -1637 002 -1649 1137 0 0 72 0-9 0 0 -1681 -1511 -1606 -2485 A'" T3 9-10 -99 -24.85 -101 -2197 -113 -341 117 11-10 -99 -32 -99 145 -99 145 A"t Bottom chord 111 1-16 4291 1942 4291 3353 4791 1976 40°N 111 16-15 4291 1511 4291 1007 4291 476 32 15-14 3211 170 3211 702 3211 -850 93 14-13 1505 -1201 1505 1024 1545 709 JorN 111 13-12 131 552 121 -1094 131 -2657 13 12-11 0 -2657 4 -2357 0 -257 AN Webs 111. 16-2 133 0 133 0 133 0 A"... 32 3-15 -1164 0 -1164 0 -1164 0 33 15-5 569 0 509 0 569 0 Ate. 1[4 5-14 -1460 0 -1444 0 -1466 0 W5 14-4 700 0 700 0 700 0 • 34 14-7 503 0 503 0 503 0 33 13-7 -515 0 -515 0 -515 0 112 13-9 1560 0 1560 0 1540 0 31 12-9 -1371 0 -1271 0 -1271 0 35 12-10 105 0 105 0 183 0 AN Top chord Panel Lusher P/AP M/07 C5I BSI Paulin apace Top chord IR T1 1-2 2x11 No.2+ 0.03 0.21 0.24 0.16 0.00 Ti 2-3 2011 3o.2. 0.00 0.26 0.34 0.26 0.00 Asa Ti 3-4 2x0 30.7 0.04 0.14 0.18 0.21 0.00 72 4-5 2X0 100.2 0.04 0.15 0.19 0.24 0.00 0011. 72 5-6 202 Na.2 0,02 0.15 0.17 0,33 0.00 77 6-7 2210 MC.1 0.01 0.21 0.23 0.11 0.00 Ask 72 7-0 2x0 M0.2 0.01 0.07 0.00 0.05 0.00 71 0-9 2x8 N0.2 0.01 0.10 0.17 0.1.0 0.00 71 9-10 2X8 N0_2 0.00 0.16 0.16 0.10 0.00 eft 37 11-10 2x4 Na.3 0.00 0.06 0.06 0.01 0.00 Bottom chord A'1., 31 1-15 200 W6_2 0.11 0.21 0.02 0.07 0.00 31 14-15 2018 No.2 0.61 0.12 0.73 0.06 0.00 A"4 52 15-14 2X0 50.2 0.43 0.03 0.51 0.06 0.00 32 14-13 2X0 30.2 0.22 0.00 0.30 0.07 0.00 A.N. 33 13-12 200 M0.2 0.02 0.17 0.19 0.00 0.00 33 12-11 2X0 50.3 0.00 0.17 0.17 0.11 0.00 r, Woo WI 16-3 2X4 No.3 0.05 0.00 0.05 0.00 0.00 floN 1°N 0(Tek 2020 5.200 Job 10000r.: IMPAIR (Slit Project-NO.:9GMPAIIO 4/30/04 11:16 1ile.:T!> Pape 17 Panel Lumber P/A1 W/21 CSI S6$ Purlia 8paco 112 3-15 2x4 iC.1 0.90 0.00 0.90 0.00 0.00 W3 15-5 2x4 No.2 0.23 0.00 0.22 0.00 0.00 94 5-14 2x4 110.3 0.67 0.00 0.67 0.00 0.00 M5 14-6 2x4 No.3 0.20 0.00 0,20 0.00 0.00 94 14-7 2x4 160.3 0.20 0.00 0.20 0.00 0.00 N3 13-7 2x4 No.3 0.10 0.00 0.10 0.00 0.00 W2 13-9 2x4 llc.2 0.43 0.00 0..63 0.00 0.00 W1 12-9 2x4 No.3 0.27 0.00 0,27 0.00 0.00 WS 12-10 274 5o.3 0.07 0.00 0.07 0.00 0.00 Sat Id. Lumber NAP M/Z1 CSI 033 Purlia Space oak N1Tak 7020 5.200 Job D.acr.: =PAIR (J4) Project-)o.:80GPAMO 4/30/04 11:16 ■i1a_:75 Pape 10 1 Ss 4: Lumber DOL . 1.00 2nd unbalanced Rapular Truss Spacing! 2-0-0 Loading Iplf) Mahal Reference Prams) Start sad Panel Vert./ Boris./ Vart.f Reria./ r` Normal Parallel Boreal Parallel oft' Top chord 71 1-2 30.0 0.0 30.0 0.0 prof. 71 2-3 30.0 0.0 30.0 0.0 proj. 71 3-4 30.0 0.0 30.0 0.0 proj. 90%, T2 4-5 30.0 0.0 30.0 0.0 prof. 12 5-6 30.0 -0.0 30.0 -0.0 prod. " T2 6-7 90.0 -0.0 90.0 -0.0 proj. T2 7-8 90.0 -0.0 90.0 -0.0 proj. T3 8-17 90.0 -0.0 90.0 -0.0 prof. 13 17-9 90.0 0.0 90.0 0.0 prof. ..1°'k T3 9-10 90.0 -0.0 90.0 -0.0 proj. Bottom chord B1 1-14 20.0 0.0 20.0 0.0 proj. 61 16-13 20.0 0.0 20.0 0.0 prof. 62 13-14 20.0 0.0 20.0 0.0 proj. " 62 14-13 20.0 0.0 20.0 0.0 proj. B3 13-12 20.,0 0.0 20.0 0.0 proj.. 03 12-11 20.0 0.0 20.0 0.0 proj. Webs ,r. )lot.e Loads set marked projected, (proj), axis loads normal to and parallel to the member. " Laster Forma (Local Reference From.) r., Penal Start Panel 2nd Max. abaar Axial Aberrant Sheer Aerial Moment Pawl Force Force Foroa Force Moment (lb) (1b) (lb -in) Ilb1 (lb) (lb -in) (lb -in, Tbp chord T1 1-2 92 -2772 -670 52 -2727 1923 2319 1t 71 2-3 12 -2728 -1923 93 -2696 66 1953 T1 3-4 67 -2261 -06 16 -2239 1447 1720 ow% Tt 4-5 -16 -2239 -1467 101 -2214 -449 1667 72 3-6 62 -1740 449 128 -1685 -3133 -2183 T2 6-7 200 -1639 3153 281 -1803 -2663 2031 77 7-8 265 -1661 2663 -10 -1736 2201 1572 �., 73 8-9 10 -1736 -2201 297 -1624 -4183 1576 73 9-10 252 -86 4163 -92 -132 -197 -3399 67 11-10 9 -110 40 -9 -110 187 164 Bottom chord 91 1-14 97 2618 670 77 2618 359 2137 61 16-13 6f 2618 -359 74 2618 -376 1285 62 15-14 56 2156 376 76 2156 -1168 -444 62 14-13 90 1671 1168 42 1671 742 1262 61 13-12 16 153 -742 112 152 -2895 -2079 M 11 12-11 147 9 2899 -110 9 -40 -2576 Nobs , N1 16-3 0 132 0 0 132 0 0 62 3-15 0 -495 0 0 -498 0 0 " 43 15-5 0 317 0 0 317 0 0 94 5-14 0 -607 0 0 -607 0 0 A ••••" MiTek 2020 5.200 Proj.at-Ho.:ZOMPRMO 4/30/04 11:16 dob Donor.: =Mlle (.7 ) 7i1..: B Page 19 AmN Panel Start Panel End Mar. Shear Axial Mo..nt Shear Axial Moment Panel Force Form. Tara. Force Moment ilb} (lb) (1b -in) (lb) (lb) fib -in) (1b -in) R5 14-6 0 519 0 0 519 0 0 W4 14-7 0 -20 a 0 -20 0 0 113 13-7 0 -552 0 0 -552 0 0 OR W2 13-9 0 1630 0 0 1635 0 0 W1 12-9 0 -1620 0 0 -1620 0 0 O`' 86 12-10 0 216 0 0 216 0 0 " R..otion (Global Reference Frame) r.•. joint Vertical Rorie. (lament Dearing Width id. (1b) ilb) (lb -in) (in) 1 -1013 -0 0 12 -1718 -0 0 rte+ r+ Imo+ !"1 OPN r+ Owk eaN • MiTsk 2020 5.200 Proj.ot-5o.12011pjj0 4/30./04 11:16 Job Donor., RIPASR 1,70) lils_:T9 Papa 20 r+", Stress Report for Loadcs.. 4. eN Member Design braes 10 :Racial, A $anent: N0 stress cheek needed) it+, Panel Start 5idpanel 5nd Axial Nom.nt Axial Mo ant Axial Men ant Oak 71 chord 1-2 -2765 1533 -2744 2519 0 0 T1 2-3 0 0 -2724 1955 -2705 960 A. Ti 3-4 -2263 715 -2243 1720 0 0 72 4-5 0 0 -2239 1667 -2214 -469 e T2 5-6 -1740 -335 -1690 -2181 -1685 -3153 T2 6-7 -1639 -2252 -1722 2031 -11103 -2045 /P►•, T2 7-8 -1663 -2045 -1736 1572 0 0 T3 0-9 0 0 -1008 1570 -1824 -2974 /ok 13 9-10 -66 -4163 -91 -3595 -128 -418 57 11-10 -110 -40 -110 164 -110 187 .0'• Bottom chord 81 1-16 2618 -670 3118 2137 2618 1060 81 16-16 2616 742 2618 1285 2618 -375 82 15-14 2156 -270 2156 -444 2166 -834 62 14-13 1671 -1168 1671 1752 1671 1019 f", 83 13-12 133 834 152 -2079 152 -2894 33 12-11 9 -2599 9 -2576 9 -289 sobs 111 1.6-3 132 0 132 0 132 0 112 3-15 -498 0 -498 0 -498 0 113 15-5 317 0 317 0 317 0 54 5-14 -607 0 -607 0 -607 0 165 14-6 519 0 519 0 519 0 ek. 114 14-7 -70 0 -20 0 -20 0 113 13-7 -552 0 -552 0 -SS2 0 52 13-9 1638 0 1638 0 1638 0 51 12-9 -1620 0 -1620 0 -1620 0 56 12-10 216 0 216 0 216 0 ek 00... Panel Lumber PAP 5/Si CBI 98I Purlin Specs eN Tap chord • TI 1-2 2x11 N0.3t 0.01 0.12 0.13 0.04 0.00 Ti 2-2 2X1.. 50.34 0.03 0.13 0.26 0.07 0.00 T 71 3-4 2'X8 150.2 0,07 0,11 0.1E 0.07 0.00 T2 4-5 258 216.2 0.02 0.11 0.13 0.08 0.00 77 5-6 150 No -2 0.01 0.20 0.21 0.10 0.00 72 6-7 2511 Na.2 0.01 0.14 0.11 0.23 0.00 en, 72 7-6 3x6 110.2 0.01 0.13 0.14 0.21 0.00 13 8-9 25/1 150.2 0.01 0.19 0.20 0.24 0.00 72 9-10 2318 110.2 0.00 0.26 0.26 0.20 0.00 e► 57 11-10 2x4 Ne.3 0.00 0.07 0.07 0.01 0.00 Hatton chord 81 1-11 258 5o.2 0.37 0.13 0.51 0.06 0.00 81 16-15 2x8 150.2 0.37 0.08 0.45 0.06 0.00 • 22 15-14 2x8 5o.2 0.30 0.05 0.36 0.06 0.00 112 14-13 2X8 1(0.3 0.24 0.06 0.32 0.07 0.00 01.14. 113 13-12 258 110.2 0.02 0.10 0.71 0.09 0.00 23 12-1.1 2x! No.2 0.00 0.18 0,19 0.13 0.00 r.. Webs 51 16-3 3x4 50.3 0.05 0.00 0.05 0.00 0.00 Imo! HiT.k 2020 5.200 Jab D►►ar.; REPAIR (0 0} Praj►ot-kio EUNPAN6 4/30/04 11116 ril►.:TS Page 21 Parcel Lumber P/N N/ZT CSI 553 Purlin e• Spncs '..h W2 3-15 7x4 No.3 0.42 0.00 0.42 0.00 0.00 W3 15-5 2x4 No.3 0.13 0.00 0.33 0.00 0.00 ,0".... W4 5-14 2x4 No.3 0.2E 0.00 0.1E 3.00 0.40 WO 14-6 2x4 No.3 0.11 0.00 0.21 0.00 0.00 W4 14-7 2x4 No.3 0.02 0.00 0.02 0.00 0.00 is W3 13-7 2x4 No.3 0.19 0.00 0.15 0.00 0.00 W2 13-9 3x4 Nb.3 0.46 0.00 0.66 0.00 0.00 W1 13-5 2x4 No.3 0.35 0.00 0.35 0.00 0.00 W6 12-10 2x4 No.3 0.09 0.00 0.09 0.00 0.00 Jnt Lumber PAP It/Z1 CSI 89I Purlin Id. Space • MiTs1C 1020 5.200 Project-N4.=BOMPA,A0 4%20%04 11:16 Sob P.acr,.i REPAIR (70) Tils.:7➢ Pegs 22 ,•s• DU/OM SUMMARY r*. Stomas Summery A', Members Biwa 811.2r Axial Pn1Pat MidPnl CSI SS/ Allow. Moment Moment Purlin (lb) (lb) (1b -in) (lb -in) Smc lin) imk 71 1-1 2x11 No.2* 531(2) 5338(2) 2940(2) -6367(2) 0.57(2) 0.14(21 44.79 /""N 71 2-3 266 N0.2 513(2) 5334(2) 3145(2) -3135(2) 0.84(2) 0.11(21 44.79 71 3-4 2x9 Mo.2 433(2) 4265(2) 3145(2) -3061(2) 0.60[21 0.26(2) 52.39 • 72 4-5 2x8 100.2 442(21 4296(2) 3409(2) -2992(2) 0.62(2) 0.2612) 53.18 72 S-6 2x9 No.2 471121 1100(21 5072(2) 2565(3) 0.57(21 0.23(2) 64.49 72 6-7 268 Mo.2 480121 3090(2) 5072(7) -2555(2) 0.57121 0.2512) 64.41 72 7-6 266 110.2 406121 -2396(1) 2910(2) 2996(1) 0.42111 0.36(11 62.91 /... T3 8-9 2x8 1io_2 804111 -2417(1) -6920111 3251(1) 0.50(2) 0.70(1) 62.91 T3 9-10 2x6 No -1 719(1) -7(1) -9546(1) -7960(11 0.61(1) 0.57(1) 72.00 Omk 97 11-10 2x4 No.3 17(1) -159(1) 347(1) 304(11 0.13(1) 0.03(1) 72.00 81 1-16 2x4 No.2 97(41 -5204(2) -411712) -3639(11 0.90(11 0.05(4) 45.50 91 16-15 35.9 No.2 35(11 -5204(2) -3390(2) -2943(21 0.61(1) 0.07(1) 46.06 92 15-14 262 110,3 93(11 -3916(2) -1201.(2) -946(2) 0.59(11 0.07(1) 55.01 22 14-13 258 N0.2 101(11 -3313(2) -2692(21 -2186(7) 0.44(11 0.09(1) 70.10 81 13-12 269 ib.2 115(11 143(1) -4041(11 -304011) 0.28(1) 0.11(1) 120.00 81 12-11 2x.8 16x,2 215(21 17(1) -4041(1) -3608111 0,29(1) 0.14(1) 120.00 o ww` 91 16-3 2x4 M.3 0(1) 133(2) 0(1) 0111 0.05(3) 0.00(1) 114.00 92 3-15 3714 No.3 0(11 -1164(3) 0(1) 0(11 0.91(3) 0.00(1) 65.57 0.4, 91 15-5 275 No.3 0(1) 369(3) 0(1) 0(1) 0.33(3) 0.00(1) 104.59 94 5-14 2x4 MO.3 0(1) -1456(9) 0(1) 0(1) 0.67(3) 0.00(1) 58.05 ,0 93 14-4 2x4 NO.3 0(1) -600(3) 0(1) 0(11 0.52(2) 0.00(1) 79.90 94 14-7 2x4 No.3 0(1) -244(2) 0(1) 0(1) 0.26(2) 0.00(1) 72.00 - 113 13-7 2x4 No.2 0(1) 1041(2) 0(1) 0(11 0.21(2) 0.00(1) 72.00 92 13-9 3x4 140.3 0(1) 2307(11 0(1) 0(1) 0.13(1) 0.00(1) 46.02 • 91 13-9 275 110.3 0(1) 2392(21 0(1) 0(1) 0.71(21 0.00(11 36.66 W6 12-10 3x4 N0.3 0(1) 350(1) 0(1) 0(1) 0.10(1) 0.00(11 111.00 Motet Forces and nommnts are absolute maxima. Whan losdoase numbers do not coincide with maximize stress index, individual laadcases may need to b. examined..) !Sextette R.a4tions A Joint Vertical Horis. MOOeiat Bearing Width 14, (1b) (1b) (Ib-in) [in) --,_ 1 2045(2) -269(2) 0(1) 2.27 ,+�'+ 12 -3290(1) -0(2) 0(1) 3.88 NiTa(e 2020 4.200 Job Daacr.: RZPAIit ( i) Project -l4 .rZDNPANo 4/30/04 11114 Yi1..r17 Pays 23 • Plating information Plata °salt NII20 0 A Load Factors Load Case Duration Span Dur./Span Factor Factor Factor 1 1.00 1.00 1.00 AZ 2 1.33 1.00 1.33 3 1.00 1.00 1.00 /^ 4 1.00 1.00 1.00 1. Splices aro normally loaat.d b.tr..n 109 and 249 of panel lengths. ▪ 2. P1at. Tol.ranc. a 0.250 (in) Joust D.acription Plat. Loaaticn(x11 ()1) (x2) (y2) (1.n) 1 SMR1 NII20 10x12 0.332 5.000 N.m. Load Foro. Angle IA/Plat. Ld/0rain Grip bur/Span Red. Area (in2) 0" (1b) (d.g) (dug) (deg) (poi) Factor Factor Rag. Aat. • l 1 6402 20.9 20.9 20.9 227.327 1.00 1.00 14.060 17.000 • NN1. 1 -1402 19.6 19.6 3.5 235.911 1.00 1.00 L2.566 20.969 Is` Na.. Load 31 -Faro. Fero./i-Tins P.rp Shear T-Ang T -Valor i-Ang 8 -Value Arse (in) Pl.. (lb) (deg, Force(lb) (1b) (plf) (plf) R.q. Act. CSI .,nor 81 1 3121 20.9 1829 4744 90.0 5040. 0.0 3444. 10.4 12.0 0.67 10111 1 -5121 19.6 -1110 4000 90.0 5040. 0.0 3444. 10.5 12.0 0.88 004. I", joint Description Plat. Lacatieaa(xl) (y11 Ix2) (y2) (in) aA 1 RT KIMSx6 0.000 0.000 N em.. Load Force Angle Ld/Plata La/Grain Grip Dur/Span Red. Area line) P' (lb) (dig) (dig) (daq) (poi) Factor Factor Rag. Ant. TI 1 -3201 19.6 3.5 3.5 246.344 1.00 1.00 6..496 13.500 #m1 11101 1 -3201 19.6 3.5 3.5 346.366 1.00 1.00 6.496 13.500 /S 4... Load R -Faro. Fore./S-lin. P.rp Shear T-Anq T -Value S-Aog 5 -Value Aral' lin) P1. (lb) (dog) Force(lb) (lb) (plf) (plf) Reg. Ant. C83 lo\ TI 1 -2561 3.S -158 -2556 90.0 1040. 0.0 3444. 5.56 6.00 0.43 2802 1 -2161 3.5 -156 -2546 00.0 5040. 0.0 3444. 5.56 6.00 0.93 • MiT.k 2020 5.700 Job 0escr.: REPAIR (J0) Project -1o... LIMPAl80 4/30/04 11-16 rile.:TE Page 24 Plating Information Joint Description Plate Locationix1) (Y1) (x2) (y2) linl 1 RT A1120 5x6 0.000 0.006 Mom. Load Faros Angl. Ld/Plata Ld/grain grip Dar/Span R.d. Area (in2) (lb) (dog) (dug) (deg] (pai) /Mater Factor R.q. Act. Ti 1 -3201 19.6 3.5 3.5 246.366 1.00 1.00 6..496 13.306 1511 1 -3201 19.6 3.5 3.5 246.349 1.00 1.00 6.496 13.500 K.M. Load R -Pares rare./5-line Pomp Shear T-Ang T -Value F-Ang 8 -Value Area (in) P1. (lb) (deg) Farce(lb) (lb) (plf) (plf) Req. Act. CSI Ti 1 -2561 3.5 -1.35 -2556 90.0 5040. 0.0 3444. 5.56 6.00 0.93 R51 1 -2561 3.5 -159 -2556 90.0 5040. 0.0 3444. 5.56 4.00 0.43 ▪ Joint Description Plat. tom Om Am Loaaticsitx1) (y1) (x2) (y31 (in) 1 TP 1I120 4x9 0.000 0.000 1(en. Land Fora. Angle Ld/Plate Ld/Graia Grip Dur/span Red. Area (in2) (1b) (deg) (deg) (deg) (pail Factor motor Reg. Ant. 71 1 -5112 16.9 14.1 0.7 235.003 1.00 1.00 10.739 13.425 51 1 5104 17.0 17.0 17.0 232.059 1.00 1.00 10.994 13.425 Mien. Load R-tor0. Forge/0-line Peep shear T -Any T -Valor 8-Ang 8 -Yalu, Area (in) Pl. (lb) (deg) Foro.(lb) (lb) (plfl (plf) R.q. Act. C8/ T1 1 -5121 3.5 -315 -3112 74.0 5345. 16..0 1970. 7.72 8.32 0.93 51 1 5121 4.9 3079 4092 74.0 3345. 16.0 3170. 7.71 8_32 0.93 Joint Desaription Plate Location(xil (71) lx2) (y2) iin) 3 4NIIM 1[II20 83E10 0.000 0.000 N em. Load taro, Angl► Ld/Pint. Ld/0rair Grip Der/Span Red. Area lia2) (lbl (deg) (deg) (deg) (psi) Factor Factor Req. Act. Ti 2 -1428 25.6 41.6 41.6 205.649 1.33 1.00 2.610 37.500 112 2 1368 18.2 34.3 0.0 226.510 1.33 1.00 2.304 13.478 el 37 375 90.0 90.0 90.0 184.000 1.00 1.00 1.019 13.657 Men. Load R -Toro. rota./S-line P.rp Shear T -Any T-Va1u. 8-Ang 5 -Value Area (in) 91. 11b) (deg) rora.(lb) (lb) (plf) (plf) R.q. Act. CSI T1. 3 1121 31.7 -588 954 90.0 5040. 0.0 3444. 1.66 9.70 0.17 >.., Joint Description Plata Looatian(x1) (yl) (x2) ly3) 4i.n) 4 TS 111120 5x$ 0.000 0.000 N em. Load Faroe Angle Ld/Plat. Ld/grain.. Grip per/Span A.4. Area (ia21 (lb) (deg) (deg) (deg) (pail Factor Factor R.q. Act, 71 2 4286 15.4 0.6 0.6 199.913 1.33 1.00 8.061 22.500 • 71 3 -4286 15.4 0.6 0.6 199.915 1.33 1.00 8.061 22.500 r` Mesa, Load R -Fora. Force/a-lien P.rp Shear T-Ang T-Valu. S -Any 8 -Valor Area (in) P1. (lb) (deg) rarc.(lb) ilb} fpif) (pif) Req. Rat. c81 r+ 77 2 4286 $9.4 4286 46 0.0 6735. 90.0 3976. 3.97 6.00 0.66 71 2 -4286 89.4 4786 46 0.0 6755. 90.0 3876. 3.97 6.00 0.66 MiT.k 2070 5.200 Job Dewar.: REPAIR (JQI Project-No.:Z10KPAN0 4/30/04 11211 111..:18 Dego 25 r"r ^. Plating information Joint Description Plata Locatioai(xl) (y11 (x2) (y2) lin) 5 TWWNN 111120 uric 0.000 0.000 Mom Load Force Angle Ld/P1at. Ld/Grain Grip D44/Span Red. Area (ia2) (lb1 (deg) (deg) (deg) (psi) Factor Factor Ran. Act. 72 3 1232 12.0 20.0 28.0 218.879 1.00 1.00 2.827 37.500 23 3 -569 90.0 74.0 0.0 200.493 1_00 1.00 1.419 13.657 24 2 1695 31.9 47.9 0.0 217.555 1.33 1.00 2.923 14.799 11.2 Load R -Fore. Verna/8-line Perp shear T -Ann T -Value 9 -Ann 9 -Vale. Area (in) P1. em% (lbl (deg) Faroe(lb) (lb) 1p1f) (plf) Req. Act. C9; 72 3 1238 28.0 -592 1093 90.0 5040. 0.0 3444. 1.90 8.66 0.22 �► Joint Description Plate Location(x1) iyl) (x2) (y2) (in) /"• 6 TTM 181820 87!.10 0.000 0.000 h Gem. Load Marne Aay1s Ld/Plate WI/Grain Grip Dur/9pan Rad. Area (in2) (lb) (deg) (deg) (deg) (Psi) Factor Factor R.q. Act. 12 2 -3137 7.4 7.4 9..6 109.240 1.33 1.00 10.797 21.057 • 12 2 3131 7.2 7.3 8.8 109.122 1.73 1.00 10.805 21.057 25 1 -034 90.0 90.0 0,0 190.000 1.00 1..00 2.200 12.244 /► .0• i 01.a. Load R -Tara. Forc./B-lino P.rp Shear T -Any T -Valve 5-Ang 8 -Value Area (in) Pl. lib) (d.y) Force(lb) (lb) (plf) Iplf) Req. Act. CSI Joint Dsecription Plat. LoCatiOnixil (yl) (x2) 1y21 (in) 7 WNW M1120 0210 0.000 0.000 Nem. Load Force Angle. Ld/plat. Ld/Grain Grip Dmr/Span Red. Area (in2) (1b) (den) (deg) (deg) (psi) Factor Factor Req. Act. 72 1 720 71.8 56.8 55.0 198.175 1.00 1.00 1.817 37.500 114 3 -503 21.9 47.9 0.0 217.556 1.00 1.00 1.157 14.799 23 2 -1043 90.0 74.0 0.0 200.493 1.33 1.00 1.955 19..657 Rem_ Load R -Force Force/S-line. Perp shear T-Ang T-V.lu. S-Ang 9 -Value Area (In) p1. (lb) (deg) Foro.(1b) (lb) (p111 (plf) Rog. ,Act. CST /'r 72 3 476 13.0 -107 464 90.0 5040. 0,0 3444. 0.00 9.65 0.09 fi Joint Description Plate Loeation(xl) (yl) (x2) (y2) (in) 0 T8 911I10 6x8 0.000 0.000 Nee. Load Force Angl. Ld/Plate Ld/Grain Grip Dur/Span Red. Area (1 31 (lb) (deg) (deg) (deg) (poi) Factor Factor Req. Act. T2 2 -2526 15.■ 0.2 0.2 167.036 1.33 1.00 5.886 22.500 12 a 2628 15.8 0.2 0.2 167,817 1.32 1.00 5.986 22.500 Nam. Load R -Fares Feral/9-line P.rp Shear T-Ang T -Value 8-Ang 9 -Value Area (in) Pl. e'ft (lb) (deg) Force(lb) (lb) (plf) (p11) Req. Act. CSI Ti 2 -2628 09.9 2628 -10 0.0 6755. 90,0 3878. 2.70 8.00 0.45 • 13 2 2628 89.8 2620 -10 0.0 6755. 90.0 3876. 2.70 6,00 0.45 h see 9iTek 2020 5.200 Job Descr.: RSPAIR (Jg) Project-1io.:ZPMPARD 4/30/04 11:16 lilr,:TB Page 26 ▪ Plating information t'"► Joint Description Plate e ON Locaticn(xl) (yl( (x2) (y2) (in) 92220 8210 0.000 0.000 Nan. Load Fares Angle Ld/Plats Ld/graia grip Pur/apsn Red. Area (in2) (lb) (deg) (deg) (deg) (psi) Factor Factor Req. Act. 72 1 3120 46.■ 30.E 30.8 215.704 1.00 1.00 7.240 37.500 91 2 -2392 90.0 74.0 0.0 200.493 1.33 1.00 4.406 13.657 22 1 -2307 14.2 34.3 0.0 226.610 1.00 1.00 5.003 15.478 San. Load R -Fora. Force/8-line Perp Shear T-Ang T -Vales 2-Ang S -Valve Area (in) P1. ON (lb) (deg) Forc.(lb) (1b} (plf) (pill Req. Act. CST 73 1 3128 30.8 -1602 2607 90.0 5090. 0.0 3444. 4.60 9.70 0.40 ON Joint Description Plate Location(xl) (yl) (x2) (y2) (in) e"N 10 'P11VW 11II20 424 2.779 3.000 r.. Nee. Load Foram Angle Ld/Plata Ld/Frain grip Dur/Span Red. Area (in2) (lb) !deg) (deg) (deg) (psi) Factor Factor Req. Act. r„, T3 RF 375 90.0 90.0 90.0 104.000 1.00 1.00 1.019 14.441 U7 RP 373 90.0 90.0 90.0 104.000 1.00 1.00 1.019 5.060 26 RV 375 90.0 90.0 90.0 104.000 1.00 1.00 1.019 1.395 eN 9.n.. Load R -Forms Force/S-fins Perp Soar T-Ang T -Value 3-Ang 5 -Vales Area (in) P1. (lb) (dog) Feroe(lb) (lb) (plf) (p11) Req. Act. C$I 13 1 185 24.5 77 148 90.0 5040. 0.0 3444. 0.29 4.00 0.04 10'° Joint Description Plate Location(x1) (yl) (x2) (y2) (in) /N 11 99V 92220 3x6 0.000 0.000 1N 9em. Load Force Angle 1d/Plate Ld/Qrain Grip Mr/Span and. Area (in2) (lb) (deg) (deg) (deg) (psi) Factor Factor Req. Act. A 83 RF 375 90.0 90.0 90.0 184.000 1.00 1.00 1.019 0.220 97 SF 375 90.0 90,0 90.0 104.000 1.00 1.00 1.019 ■.240 gem. Load R -Forces Fora./8-line Pe >p shear T' Ang T -Value a-Arig 8 -Valve Area (in( Pl. (lb) (deg) Foras(1b) (lb) (pill (plf) Req. Act. C8i 13 1 -140 83.9 159 -17 0.0 6756. 90.0 3876. 0.07 3.00 0.02 27 1 160 07.9 -159 17 0.0 6756. 90.0 3076. 0.07 3.00 0.02 OwN /R Joint Description Plate Laoatian(x1) (y1) (x2) (72) (in) 12 09991 92220 0x10 3.200 6.250 ON Nam. Load Force Angle Ld/Plate Ld/0rain grip Dar/Span Red. Area 1in21 (lb) (deg) (deg) (deg) (Psi) Factor Factor Req. Act. rN 13 1 -2943 06.4 84.0 86.0 199.411 1.00 1.00 7.429 60.000 91 2 2392 90.0 90.0 0.0 190.000 1.33 1.00 4.733 4.073 95 RIP 372 90.0 90.0 90.0 144.000 1.00 1.00 1.019 4.914 gem. Load R -Faro. Fords/s-line Perp Shear T-Ang T -Valve 5-Ang S -Vales Area (in) P1. llbl (deg) Foro.(1b) fib) (plf) (p111 Req. Act. CSI 93 1 -2943 46.8 2950 -146 90.0 4040. 0.0 3444. 3.53 7.58 0.44 eoS d"+ ek MiTek 7020 5.200 Project-Mo.:=MPANo 4/30/34 11:16 Job Descr.: IMPAIR (J0) Fila.:T8 Page 27 • Plating information Joint Description Plate Lacation(xll (yll {x2} (y2) tin) /'N 13 5S91M MII2D 8x1D 5.000 6.000 • Mem, Load Force Angle Ld/Plats Ld/grain drip (7ur/Sgan Rad. Area (in2) (lb) (deg) (deg) (deg) (psi) Factor Factor Req. Amt. 83 1 183 1.5 1.5 1.5 45,107 1.00 1.00 2.023 27.313 52 1 -2323 0,5 0.5 0.5 340.490 1.00 1.00 4.674 27.313 N3 2 1042 90.0 90.0 0.0 190.000 1.33 1.00 2.061 6,125 • 112 1 2307 15.2 18.2 0.0 337.033 1.00 1.00 4.967 8.313 'oom.. Mem. Load R -Force Force/S-line Pare Shear T-Anq T -Yalu. S -Any 5 -Value Area (in) 91. (lb) (deg) Farc.[1b) (11.0) (plf) Iplf) Req. Act. CSI T 83,82 1 2309 90.0 -2309 0 0.0 6756, 90.0 3876. 2.10 8.00 0.26 83,913 1 -868 90.0 865 -0 0.0 6756. 90.0 3876. 2.06 8.00 0.26 .0"+ 113,912 1 2307 0.0 0 -2307 90.0 5040. 0.0 3444. 3.81 9.50 0.40 Joint Description Plata Locationlxl) ly1) (x2) (y31 tin) 14 BMISVM MII3O 4x1 0.000 0.000 Mam. Load Force Angle Ld/Plat. Ld/Grain Drip Dur/Span R■d. Arra liu3) (lb) (deg) (deg) Id.g) (psi) Factor Factor Req. Act. 82 3 -1635 5.8 5.8 5.5 244.248 1.00 1.00 3.344 14.000 115 1 836 90.0 90.0 0.0 190.000 1.00 1.00 2.200 6.125 114 3 533 31.0 31.9 0.0 378.078 1.00 1,00 1.104 3.500 914 7 -1695 31.8 31.9 0.0 278.076 1.33 1.00 2.794 3.500 Mee. Load 11 -Force Force/8-line Perp 8h.ar T-Ang T -Value S-Ang a-V.lus Ar.a (in) P1. ,0". (lb) (deg) Poi-co(1b) (lb( (p1 ) (plf) Req. Act. CSI 82 3 -1635 5.8 -166 -1437 90.0 5040. 0.0 3444. 2.03 8,00 0.25 • Joint Description Plat. Location(x1) (yl) [x71 (y2) (in) t.ft 15 559111 111130 8x10 5.000 6.000 11.m. Load Force Angle L4/Plate Ld/Grain ©rip Dur/Span Red. Area (in2( AAN (lb) (deg) (deg) (deg) (poi) Factor Factor Reg. Act. 81 1 -4784 1.0 1.0 1.0 248.10■ 1.00 1.00 9.634 27.313 /"., 82 1 3728 0.7 0.7 0.7 245.403 1.00 1.00 7.501 27.313 913 3 569 90,0 90.0 0.0 190.000 1.00 1.00 1.497 6.125 r"'' 112 2 -1380 18.2 18.2 0.0 337.033 1,33 1.00 2.202 8.313 / 'k M... Load R -dare. Forc./S-line P.rp Shear T-Ang T-V.1ue 8-Ang 8-V.lu. Area fin( P1. (lb) (d.gl Force(lb) (lb) (plf) 1plf) Req. Art. CSI , --,, 51,112 1 1168 90.0 -1168 0 0,0 6756. 90.0 3876. 3.76 8.00 0.47 B2,913 1 510 90.0 -510 0 0.0 6756. 90.0 3876. 3.31 8.00 0.41 " 113,87 3 1164 0.0 0 -1164 90.0 5040. 0.0 3444. 1.92 9.50 0.20 WiTrls 2020 5.200 Project-Ha.:LG9PAMO 4/30/04 11:16 Am* Job Bomar.: RZPAra (Ja) File. ;1J Page 20 ,M''` Plating information • Joint Daaaription Plate Location (xl) (yl) (x2) (y2) (inh I+t 16 BMW MII20 lei 0.000 0.000 ,'.ti Mom. Load rare. Anglo Ld/Plat. Ld/vrain Drip Our/Span Rod. Arse (in2) (lb) (deg) (deg) (deg) (psi) 'actor Factor R.q. Amt. ON 01 HP 375 90.0 90.0 90.0 114.000 1.00 1.00 1.019 0.250 211 HP 375 90.0 00.0 90.0 154.000 1.00 1..00 1.010 0.250 • Mom. Load R -Pare:. Fora./i-lie. Parp Shear T-Aog T -Yalu. 5-Ang 5 -Value Area tin) P1. ilbl (dog) rorco(lb) (lb) (plf) (plf) Req. Act. CSI 006. 01 3 133 90.0 -133 0 0.0 6756. 90.0 3876. 0.11 3.00 0.04 W1 3 133 90.0 131 0 0.0 6734. 90.0 3576. 0.11 3.00 0.04 OmN Omk 1'R /1.1► Amh O ft eh e l /" LO ADS: TC: 2 x8 BOTTOM CHE LOAD FERE: LL • BO PSF x 211' DL • 75 PSF x 2 .0; 7 8x10 TIE PLATE BC: TRUSS 'c_' SCALE: 1 /4 "=1'--Q" DL•15PSF LL•30PSF DL•1QPSF - R EMOVE T HIS PO RTIO N OF TAIL as S:\ZLJMPANO - CORAL GABIES\ me "C - 1-26-04\2003-19-S3_C.dwg, Mo del, 2119/2004 5:01:53 PM, kenn y, Kenny ZUMPANO IOU TC i e-06 IJEWIJ 1Kt.iti:{ L.I.XVIVANY N.. Ih 9-0-0 9-0-0 9-0-0 9-0-0 8x10 16 Ines type moo_ QUEEN uty 1 •W PEt1AI1 !Ai) i) jai Job Reference ( tional ie 41X4 MIr6k trio. t-r1Apr JU 11.1 r: sr 4W4 Foga 1 15-6-0 .. 22-1-0 28-8-0 35.2-0 6.6.0 6-7-0 6X8 15-6-0 6-6-0 3.4S 12 3adr II 1s 8x10 = &x30 = 6 14 4x8 = 22-1.0 6-7-0 6-7-0 /9 39-2-0 44-2 6-7-0 6-6.0 4-0-0 5 -0 - Sale . 1:68.2 8x10 13 8x10 Mata ureters (A,Y: TCLI. 30,0 TCOL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1,00 Lumber increase 1.00 Rep 517088 k, r NO Code FBC20011ANS195 LUMBER TOP CHORD 2 X 8 SYP No.2 EDT CHORD 2 X 8 SYPNo2 WEBS 2 X 4 SYP No.3 "Excspr W162X4SYPNo,2ND SLIDER Left 2 X 4 SYP No.3 3.8-10 CS! TC 0.87 BC 0.87 0.98 dBirbix) 28-8-0 DEFT, L 0.39 15-19 14" 3uatdt V� 0.3415-16 8999 240 Herz(%) -0.09 12 NS n&r 6x6 12 8x10 = 35.2-0 39-2-0 } 44-2- 6-6-0 4.0-0 5-G-( PLATES GRIP M1120 2481190 Weight 327 Ib BRACING TOP CHORD Sheat#rrd or 3-8.13 oc purlins, ax end vsrtlramks. BOT CHORD Rigid cal llnp dimly applied or 3-10-5 oc bracing. WEBS 1 Row rtmidpt 5.14, 9-13 REACTIONS Maize) 1-185910-8.0,12-411210-4-14 (input 0-44) Max Nor 1=210(load cone 2) Max Up ift1=-2014(load case 2). 12--2644(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2--4882, 25+-4772, 3-4m-3736, 4-5--3649, 5-8-2506, 6-7--2505, 7-8--1987, 8-17=-1997, 9-17--2282, 4-10837, 10-11--70 BOT CHORD 1-15-455811, 15.16-4587, 14-15=3518, 13-14.1920, 12-13--554, 11-12-4 WEBS 3-18-129, 3.15--1152.5-15-584, 5-14--1432, 6-1+1=707, 7-14.503, 7-13=-979, 9-13.2667, 9-42•-3808, 10.12=590 NOTES1Unbalance!' roof live loads have been 2)Wind: ASCE 7.98; 148mmph rid cv n .251b TCDL.5. t BCDL-5.0pst Category il; Exp C; enclosed; C -C: cantilever left and oxpoaad ; Lumber 1.33 grip DOL•1.33. 3) W : Required besting size at s) 12 greeter than Input bsa,rinq size. 4) Pnorrida mechanical connection (by ) of true* b bearing plan capable of withstanding 2014 lb uplift at Joint 1 and 2944 Ib upl at Joint 12, 5) Load cases) 1 hasthava been modiftad. Building dealgnar must review loads to verify that they are corract for the intended use of this Iruas. B) In the LOAD CASE(S) section. bads applied to the face of the truss ars noted es front (F) or back (B). LOAD CASE(!) Standard Except: 1) Rimier. Lurnher Increasest1,00, Plate Increase -1.00 Uniform Loads Vert 1-8O-90, 8-t7--90, 10.17--360(F--270),1-11--20 f••. - Minsk 0020 S.200 Prajrct-No.:ZUNPANO 4/30/04 11:14 Job Defter., RIPA/R (Jd1 Fi1s:TC Page 1 • Design Information for Metal Plata Connected Trues Designed By: Customer Address: Nanufacturer Address: eak " Results for: TC (Frame Design Method - Buckling by 7ectorl CODE: FBC2001/ANBISS SPAN: 44-2-0 SPACING: 2-0-0 LOAD: 30.0-1S.0-0,0-10.0 'NCR: LS. 0.00 LBR. 1.00 2..IL. 1.00 MUM 9-10 TOP CHORD MAX CSI. 0.12 + 0.75 . 0.07 NBMBIP 1-1i BOT,C90RD MAX CSI■ OAS + 0.22 . 0.87 DL CAMBER BETWZIOI SUPPORTS . 1/E in • CALL. L. L. DBFLLCTION . 9.39 (L/r99i) AT 16-i6 INPUT L/340. MAX. VERTICAL DEFLECTION . 0.34 (1./79991 AT 18-1i INPUT L/240 ioN MAX. HORIZONTAL DBFLBCTION . -0.09 AT JOINT 13 MAX. TOP CHORD UNBRACED LENGTH . 3-9-13 • MAX. BOTTOM CHORD UNRRACZD LENGTH . 3-10-5 TOP CHORD: 2 X 8 SYP No.2 • BOTTOM CHORD: 3 X 1 SYP No.2 WEBS: 2 X 4 SYP No.2ND Design Service Supplied Sy: DECO TRIM COMPANY INC. Voice: (30S) 237-1910 • FAX : (305) 257-1911 edmk Friday, April 20, 2004 owg MiT.k 2020, Copyright (e) 1992-2000, MiT.k Hotdings, Inc. MiT.k 2020 5.200 Job Pallor.: WA= (JO) Project-No..:SLMPANO 4/30/04 11:14 Fil..,Tc Page, 2 Truss 04olastry: (Frame Design Method - Buckling by Factor) Total $P l TC-Pitch left: TC-Pullin Spacing: 4v.ra11 Height,: Left Top Overhang: 44-2-0 3.451/17 0-0-0 7-0-0 0-0-0 Joint Coordinates and Restraint Conditions: Trove■ Spacing: 3-0-0 TC-Pitch right: 3.451/12 SC -Pullin Spacing: 0-0-0 Overall Length: 39-2-0 Right Top Overhang; 0-0-0 Jnt Coordinates - (in) Restraint /inclination Ma.t.r Jnt Id. X Y R Y Z Deg Mo. 4 150.68 47.35 4 265.00 80.77 8 379.32 47.35 1 4.00 3,63 Fix Fix 0.00 15 186.00 3.63 3 108.00 35.08 16 108.00 3.63 5 186.00 57.51 14 245.00 3.63 7 344.00 57.51 13 344.00 3.63 9 422.00 35.08 12 422.00 3.63 Fix 0.00 2 44.29 22.51 11 448.25 3.63 10 448.25 21,78 17 392.00 43.71 M.mb.r Information Panel Type Pullin Length. X. Moment Length. Design Loading Spacing Actual Suckling Midpnl Pnlpnt lin) (in) (in) (in) Lin) Top Chord at 16.044 deg. (3.451/121 1-3 10..1 Regular 100.65 52.55 0.48 99.90 99.90 3-5 Regular Regular 81.16 52.75 0.65 99.90 99.90 5-6 Regular Regular 82.30 53.43 0.65 98.90 99.90 Ttp Chord at -16.044 deg. (-2.451/12) 6-7 Regular Regular 82.20 53.43 0.65 99.90 99.90 7-9 Regular Regular 31.14 51.75 0.65 99.90 99.90 9-10 Regular Regular 48.17 31.28 0.46 99.90 99.90 Bottom Chord at 0.000 deg. (0.000/12) 1-16 Neel Porch 104.00 51,30 0.49 99.90 99.90 15-16 Regular Poro3i 78.00 50.70 0.65 99.90 99.90 14-15 Regular Porch 79.04 51.35 0.65 99.90 99.90 13.14 Regular Porch 79,00 51.35 0.65 99.90 99.90 12.13 Regular Parch 78.00 50.70 0.68 99.90 99.90 11-13 Regular Cantilay.r 46.25 30.06 0.65 99.90 99.90 W.b at 90.000 deg. (90.000/12) 3-16 Regular Regular 24.06 19.25 0.80 99.90 99.90 Web at -18,246 deg. (-3,956/12) 3-15 Regular Regular 70.44 62.74 0.60 99.90 99.90 Web at 90.000 deg. (90.000/13) NiTek 2020 5.200 Px+sjeat-No..ZUNPAN4 Job lssaer.: REPAIR (J91 1ile.:TC 4/20/04 11:16 Page 3 Panel Type Design Larding Purl in Lengths Spacing Actual Suckling lin) (in) (in) Ka Moment Length■ Midpnl Pnlpnt (in) (in) 5-15 Regular Web et -31.898 5-14 Regular Web at 90.000 6-14 Regular Web at 31.898 7-14 Regular Web at 90.000 7-13 Regular Web at 19.246 9-13 Regular Web at 90.000 9.12 Regular Top Chord at 10-11 End Vert, Web *t 14.757 10-12 Regular Regular deg. (-7.469/12) Regular deg. (90.000/12) Regular deg. (7.469112) Regular deg. (90.000/12) Regular deg. (3.956/12) Regular deg. (90.000/12) Regular 90.000 deg. (90.000/12) End Vert. deg. )3.161/121 Regular 46.49 88.93 69.21 88.93 46.49 78.44 24.06 18.15 44.21 37.19 0.80 71.14 0.80 55.36 0.80 71.14 0.80 37.19 0.90 62.76 0.80 19.35 0.80 11.80 3.65 35.37 0.80 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 Eby Try* End Cond. Length Start End (in) Area Section Nament of Inertia Modulus x Y (in2) (in3) (in4) (in4) Top Chord 1-7 Seem 3-3 Beam 3-4 Sean 4-5 Roam 5-6 Beam 1011 Chard 6-7 Sege 7-8 Bees 8-17 Rosa 9-17 Bees 9-13 Beam Bottos Chord 1-16 Beam 15-16 $earn 14-15 Seam 13-14 Seas 12-13 Ream 11-12 Seam Web 3-16 Seam Pinned Pinned Web 3-15 Bean Pinned Pinned Web 5-15 BAHIA Pinned Pinned Web 5-14 Bea, Pinned Pinned Web 6-14 Roam Pinned Pinned Web 7-14 Hear Pinned Pinned Web Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid 63.18 45.48 44.41 36.76 B2.20 82.20 36.76 13.19 31.21 48.12 104.00 78.00 79.00 79.00 78.00 46.25 31.45 84.10 53.89 95.63 76.60 95.63 17.679 10.875 10.875 10.875 10.875 10.875 1,0.875 10.875 10,975 10.975 10.975 10.875 10.875 10.875 10.475 10.875 5.250 5.250 5.250 5.250 5.250 5.250 18.063 13.141 13.141 13.141 13.141 13.141 13.141 13.141 13.141 13.141 13.141 13.141 13.141 13.141 13.141 13.141 3.063 3.063 3.063 3.063 3,063 3.063 99.9 47.6 47.6 47.6 47.6 47.6 47.6 47.6 47.1 47.6 47.6 47.6 47.6 47.6 47.6 47.6 5.36 5.36 5.36 5.36 5.36 5.36 3.31 3.04 2.04 2.04 2.04 2.04 2,04 2.04 2,04 2.04 2.04 2.04 2.04 3.04 2.04 2.04 0.944 0.984 0.914 0.984 0.984 0.914 MLTe.k 2020 5.200 Tab Doerr.: IMPAIR (72) Project-No.:ZVMPAN° 4/30/04 11;16 Fi1..:T'C Page 4 Max Type Ind Cond. L.ngth Area Section Moment of Lnextia Start Ind Modulus X Y (in) (ia21 {in3} (in4) UM') 7-13 Beam Bob 9-13 Bran Web 9-12 8... Tnp Chard 10-11 Beam Web 10-12 Beam Pinned pinned Pinned pinned Pinned Pinned Rigid Rigid Dinned Pinned Basic Allowaabl. Stream (psi) 53.89 84.10 51.48 10.18 49.69 5.350 5.250 5.250 5.250 5.250 3.063 3.063 3.063 3 .063 3.063 Mbr Fb Ft W Fep Fo $ 1-2 1200 650 87 565 1550 1,600+006 850 475 87 565 975 1,40.+006 2-3 1200 650 87 565 1550 1,60.+006 3-4 1200 450 87 565 1550 1,60.+006 4-5 1300 450 17 56S 1550 1.60.+006 5-6 1200 650 87 565 1550 1.60.+006 6-7 1200 650 87 565 1550 1.6016+006 7-0 1200 650 67 565 1550 1.60.+006 0-17 1200 650 87 565 1550 1.608+006 9-17 1200 650 87 565 1550 1.6016+006 9-10 1200 650 87 565 1550 1.60.4006 1-16 1200 650 87 565 1550 1.60.+006 15-14 1200 650 87 545 1550 1.60.+006 14-15 1203 650 87 565 1550 1.60.+006 13.14 1200 650 87 565 1550 1,600+006 1.2.-13 1200 650 87 565 1550 1.60.+006 11-12 1200 650 17 565 1550 1.60..006 3-16 850 475 87 565 975 1.40.+006 3.15 850 475 87 565 975 1.40.+006 5.15 880 475 07 565 975 1.40.+068 5-14 050 475 87 565 975 1.40.+006 6-14 850 475 87 565 975 1.40.+006 7-14 050 475 07 661 975 1.40.+006 7-13 850 475 87 565 975 1.4001+006 9-13 1350 775 87 480 1600 1.40.+006 9-12 850 475 81 565 975 1.40s+006 10-11 850 475 87 555 975 1.40.+006 10-12 850 475 87 545 975 1.40.+006 5.36 0.984 5.36 0,904 5.36 0.984 5.36 0.984 5.36 0.904 ▪ BiT.k 2020 5.200 Project-No.:SUMPANO 4/30/04 11:16 Jab Dewar.: RIPAIR IS01) File.:TC Page 5 / Loading LC 1: Regular ,,...k Chord Ho, Type Distrib. Load-Dir Dir. Proj. Begin va11 Ind Va12 Panel(.) Tap Dead Uniform Down X Yes 0-0-0 30.0 39-0-4 TC - Regular A„r Top Dead Uniform Down X Yea 32-e-0 150.0 39-0-4 Top Floor Uniform Down X Yes 32-9-0 120.0 39-0-4 Amk Top Constr. Uniform Down X Y.■ 0-4-0 60.0 22-1-0 TC - Regular Top Conatr. Uniform Dawn X Yes 22-1-0 60.0 39-0-4 TC - Regular Rattan Dead Uniform Down X Yes 0-0-0 20.0 39-0-4 Other Chord & BC - CantL. & BC - Porch LC 2: C -C Wind /1 /'-" Chord No. Type Distrib. Lad-Dir Dir. Proj. Begin Yell Ind 7.12 Panel(a) Top Dead Uniform Down X Yes 0-0-0 10.0 39-0-4 TC - Regular /or Top 1-6 txtWiad Uniform N_Up X No 0-4-0 122.5 22-1-0 TC - Regular Top 6-10 ixteind Uniform N Up X No 22-1-0 122.9 39-0-4 TC - Regular i..e. Top Intwind Uniform N_Up X No 0-4-0 15.9 22-1-0 other Chord & TC - Regular Top Inteind Uniform N_Up X No 22-1-0 15.8 39-0-4 Other Chord & TC - Regular Bottom Dead Uniform Dean X Yea 0-0-0 10.0 39-0-4 Other Chord & BC - CantL, 4 BC Porch Bottom txtWind Uniform N_Up X No 35-2-0 96.6 39-0-4 Other chard i BC - CantL.. • LC 3: 1st unbalanced Re gular Chord Na Typ. Distrib. Load-Dir Dir. Proj. Begin 7.11 Ind Val2 Panel(*) • Top Dead Uniform Down X Yes 0-0-0 30.0 39-0-4 TC - Regular Top Cvnatr. Uniform Down X Yes 0-4-0 60.0 22-1-0 TC - Regular 1"- Bottom Dead Uniform Down S Yea 0-0-0 70.0 39-0-4 other Chord & RC - CantL. 4 BC - Porch "0. LC 4. 2nd unbalanced Regular s"h Chord Ho. Type Distrib. Load-Dir Dir, Proj, Begin 7.11 tad Va12 P..11a1 ^ Top Dead Uniform DoWf X Yee 0-0-0 30.0 39-0.4 TC - Regular Top Cons tr. Uniform Down X Yes 22-1-0 60.0 39-0-4 TC - Regular Bottom Dead Uniform Down X Yes 0 -❑-0 20.0 39-0-4 other Chord a BC - CantL. & BC - Porch Pw. MiT.k 2020 5.200 Sob D.scr.: REPAIR (SO) Project-No.:^6DMPA1O 4/30/04 11:16 ri1..ITC Page 6 LOADC31.9B 1: Lumber DOI, . 1.00 R.yulax r"+ .s. Truss Spacing: 2-0-0 Loading (plf) (Global 'afar.now gars) start snd d"N Panel Vert./ (Voris./ Vert./ Warty./ Normal Parallel Normal Parallel • Top chard Om, Tl 1-2 90.0 -0.0 90,0 -0.0 proj. T1 2-3 90.0 0.0 90.0 0.0 prof. Ti. 3.4 90.0 0.0 90.0 0.9 proj.. oft.` T3 4-5 90.0 0.0 90..0 0.0 Pro] T2 5-6 90.0 -0.0 90.0 -0.0 proj. ' T2 6-7 90.3 -0.0 90.0 -0.0 proj. T2 7-8 90.0 -a.0 90,0 -0.0 proj. T 21 8-17 90.0 -0.0 90.0 -0.0 prof. T3 17.9 360,0 -0.0 360.0 -0.0 proj. ,e/'+ T3 9-10 360.0 0.0 360.0 0.0 proj. Bottom chord • 91 1.16 20.0 0.0 20.0 0.0 prof. E1 16-15 20.0 0.0 20.0 0.0 ?raj. B2 15-14 20.0 0.0 20.0 0.0 proj. 87 14-13 20,0 0.0 20.0 0.0 proj. O 3 13-12 20.9 0.0 30.0 0.0 prof. • B3 12-11 20.0 0.0 20.0 0.0 proj. Webs ▪ Note: Loads not marked projected, VPraj), are loads normal to and parallel to the member. ''''" Nember Port's (Local Reference Tramiel Panel Start Panel End Max. Shear Axial ',Foment Shear Axial M4aent Panel a'k /prom Fora. Force Worcs. Maiant (lb) (lb) (lb -in) (lb) (lb) (1b -in) (lb -in) fm., Top chord Awl. T1 1.2 316 -4905 927 11S -4770 5415 4564 11 2.3 -3 -4772 -5415 319 -4691 -1089 3068 ea'. T2 3-4 267 -3738 1889 40 -3649 3151 2334 T2 4.5 -40 -3649 -3151 295 -3576 -3010 2231 T2 5-6 266 -2506 3010 304 -3343 -4560 -1642 T T2 6-7 308 -2341 4560 262 -2505 -2659 1628 72 7-8 292 -1913 3659 -37 -1987 3398 2477 #' T3 9.9 37 -1987 -9390 919 -2262 -11890 -3818 T3 9-10 906 837 11090 427 454 -350 -7849 to WO 11-10 -5 -70 -453 5 -70 350 444 Bottom Chord 111 1.16 91 4507 -927 82 4587 1351 3413 11 16-15 47 4587 -1381 83 4507 -54 2032 O 2 15.14 10 1510 54 82 3110 -1342 -745 Oa 92 14.13 101 1920 1342 30 1920 1462 1735 53 13-12 -12 -554 -1462 142 -554 -4552 -3494 • 83 12.11 147 -5 4552 -70 -5 453 -3891 Webs 'mh. W1 3,6-3 0 129 0 0 129 0 0 W2 3-1L 0 -1152 0 0 -1152 0 0 • W3 15.5 0 564 0 0 364 0 0 W4 6.14 0 -1432 0 0 -1432 0 0 Mi'hk 2020 5.700 Project-No.1E=MPAlMO 4/30/04 11:16 Job Donor,: RSPA= (J0) File.,TC Page 7 ear Panel Start Panel Red Wax. ,/► Shear Axial Moemintt Shear Axial Moment Panel Force Force Force Foram Moment r+. (1b) 41b) (lb-inl I1b) (lb) (1b -in) (1b -in) a WS 14-4 0 707 0 0 707 0 0 W4 14-7 0 503 0 0 503 0 0 W3 13-7 0 -979 0 0 -979 0 0 W6 13-9 0 7647 0 0 7647 0 0 WI 12-9 0 -3409 0 0 -3609 0 0 eN W7 17-10 0 -590 0 0 -590 0 0 r"+ Reactions (olobal Reference evolve) ate'' Jeint. Vertical Morin. Moment Bearing Width Id. (lb) (lb) (lb -in) (in) 1 -1959 -0 0 ,/o.., 12 -4117 0 0 OmN MiTwk 2020 6.200 Projaat-5o.:ZC9@550 4/30/04 11:16 .lab gayer.: 'IPA= {3G} ril..:TC Paso 6 O,.., 3n', Stress R.port for Loadcass 1 oak M..bsr Design roroas 40 Axial 4 Memsnta 50 stress shock needed) r Panel Start Midp.n.l Ind Axial Moment Axial Memont Axial 96os1ant F""k Tbp chord 71 1-2 -4862 1503 -4906 4564 0 0 71 2-3 0 0 -4772 3869 -4681 -1249 71 3-4 -3738 -1349 -3661 2334 0 0 7.'2 4-6 0 0 -3648 2251 -3576 -2150 72 5-6 -2506 -3150 -3359 -1642 -2343 -3357 T2 4-7 -3341 -3257 -2430 1628 -2505 -1900 "'"' 72 7-6 -1913 -1900 -1967 2427 0 0 T3 8-9 0 0 -2197 -3014 -2262 -8493 /m% 73 9-10 037 -11890 794 -7849 492 983 80 11-10 -70 453 -70 444 -70 367 .. Bottom chord 11 1-16 4587 1784 4567 3413 4567 2147 _- E1 14-15 4597 1694 4507 2032 4567 545 E2 15-14 3518 204 3518 -745 3410 -959 r 32 14-13 1920 -1342 1920 1738 1920 1649 53 13-12 -554 1442 -654 -3494 -554 -46112 R3 12-11 -6 -4562 -6 -3891 -5 453 Nabs 81 16-3 119 0 129 0 129 0 82 3-15 -1152 0 -1152 0 -1162 0 W3 15-5 564 0 564 0 644 0 .08"` N4 5-14 -1432 0 -1432 0 -1432 0 W5 14-4 707 0 707 0 707 0 /'.... N4 14-7 503 0 503 0 503 0 N3 13-7 -979 0 -979 0 -979 0 ,f. N4 13-9 2667 0 2667 0 2447 0 N1 12-9 -3609 0 -3608 0 -3606 0 r,,4 N7 12-10 -590 0 -590 0 -590 0 Panel Lumbar P/A1 M/81 CSI 55i Puri in Span. Trop chord " T1 1-2 2x11 No.2. 0.03 0.21 0.25 0.15 0.00 T1 2-3 2x11 990.2+ 0.09 0.26 0.34 0.25 0.00 TiPik 3-4 2x6 No.2 0.05 0..15 0.20 0.21 0.00 T2 4-5 2x6 50.2 0.06 0.15 0.20 0.22 0,00 oak. 77 5-4 2x8 No.2 0.02 0.21 0.23 0.24 0.00 77 6-7 27th 50.2 0.02 0.21 0.23 0.34 0.00 __ T2 7-0 2x6 5a.2 0.02 0.14 0.17 0.23 0.00 73 8-9 2x6 W0.2 0.02 0.54 0.56 0.73 0.00 " 72 9-10 2x6 No.3 0.12 0.75 0.87 0.72 0.00 00 11-10 3X4 50.3 0.00 0.17 0.16 0.01 0.00 Bottom chord 01 1-16 2x6 50.2 0.68 0.22 0.67 0.07 0.00 81 16-15 2x6 50.2 0.65 0.13 0.78 0.07 6.00 e"` B2 15-14 2x5 950.2 0,50 0.06 0.56 0.07 0.00 02 14-13 2x6 5o.2 0.27 0.11 0.38 0.08 0.00 am- 03 13-12 2x6 50.2 0.00 0.29 0.39 0.11 0.00 53 12-11 2x6 50.2 0.00 0.29 0.29 0.12 0.00 r• Webs 81 16-3 2x4 910.3 0.05 0.00 0.05 0.00 0.00 Ni34k 2020 5.200 Project-No.rZW@AN0 4/30/04 11:14 Jab Defer.: REPAIR (J0) *ila.:TC Pug. 9 .0 " Panel Lumbar P/AP N/iU C9I 99I POrlin Space e• 82 3-15 7X4 No.3 0.97 0.00 0.97 0.00 0.00 W3 15-5 294 No.3 0.23 0.00 0.23 0.00 0.00 W4 5-14 3X4 NO.3 0.64 0.00 0.66 0.00 0.00 NS 14-6 2x4 No.3 0.22 0.00 0.29 0.00 0.00 W4 14-7 2x4 No.3 0.20 0.00 0.20 0.00 0.00 83 13-7 2x4 No.3 0.34 0.00 0.34 0.00 0.00 86 13-9 3X4 No.2ND 0.66 0.00 0.66 0.00 0.00 ~" W1 12-9 2x4 No.3 0.70 0.00 0.78 0.00 0.00 W7 12-10 7X4 Na.3 0.19 0.00 0.19 0.00 0.00 eN Lumber 3+/.AT N/$P CSI BSI Purlia Id. Space r^ A I1 r" e" 0.4 MLTsk 2020 9.200 Jab baser.: REPAIR (JO) elk project -No.: ZVMPA60 4/30/04 11!16 File.:7C Page 10 1y^ LOADCA91 2, Lumber DOTS • 1.33 C -C Mind eN Trnea Spacing: 2-0-0 Loading (pli) (Global Reference Prams) Start Ind /". Panel Vart./ Boris./ Vert./ Saris./ Hormel Parallel Normal Parallel • Top chord 71 1-2 -128.5 -43.4 -128.9 -43.4 prof. ak 71 7-3 -128.5 -39.0 -129.5 -39.9 prof. 71 3-4 -124.5 -39.8 -129.5 -39.8 proj. !b 72 4-5 -124.5 -39.8 -128.9 -39.8 proj. 72 5-6 -128.5 -34.0 -129.5 -34.8 prod. /mo+ 72 6-7 -128.5 39.0 -120.5 39.8 prod. 72 7-8 -128.5 19.0 -125.5 39.8 proj. • 73 0-17 -128.5 39.9 -128.5 39.8 peed. 73 17-9 -124..5 39.8 -128.5 39.0 prod. • T3 9-10 -124.5 39.9 -128.5 39.0 prof. Bottom Chord r"� 81 1-16 10,0 0.0 10.0 0.0 proj. 11 16-15 10.0 0.0 10.0 0.0 prod. B2 15-14 10.0 0.0 10.0 0.0 proj. (..N B2 14-13 10.0 0.0 10.0 0.0 proj. 43 13-12 10.0 0.0 10.0 0.0 prof. eft B3 12-11 -86.6 0.0 -86.6 0.0 proj. Bebe /aN Hats: Loadm not marked projected, (prod), are loads normal to and parallel to the member. fook Member Forces (Local Reference Frame) Panel Start Panel Ind Max. Shear Axial Moment Shear Axial Moment Panel - Force Farce Faroe Farce Moment (lb) (lb) (lb -in) (lb) (1b) (lb -in) (lb -in) r ► Top ehord 71 1-2 -531 5716 -4143 -150 5331 -7980 -6378 eN 71 2-3 27 5231 7990 -517 5243 4500 -5624 71 3-4 -434 4169 -4509 -45 4178 -4125 -3015 72 4-5 45 4179 4128 -441 4106 4790 -2940 72 5-6 -415 2974 -4799 -471 2992 7094 2563 72 6-7 -401 7989 -7094 -405 2971 3943 -2609 72 7-0 -3119 2430 -3943 -1 2422 -3309 -2364 r, 72 9-9 1 2427 3309 -479 2412 7347 2723 73 9-10 -413 -261 -7347 -106 -271 -44 5485. A 44 11-10 10 -93 120 -10 -03 48 -111 Bottom chord 81 1-19 51 -5026 4143 35 -5020 -3295 -3652. Omh 81 16-15 59 -5029 - 3295 6 -5020 -1109 -2056 B2 19-14 40 -3733 1199 10 -3733 22 -034 'e... B2 14-13 -3 -2032 -22 49 -2037 -7809 -2293 B3 13-1.2 116 290 2809 -51 290 3729 3201 O m'` 13 1.2-11 -250 10 -2728 -02 10 -120 2649 Sobs ' 11 16-3 0 95 0 0 95 0 0 92 3-15 0 1397 0 0 1397 0 0 • 12 15-5 0 -469 0 0 -469 0 0 54 5-14 0 1697 0 0 1697 0 0 )UT.k 9020 5.200 Job Dssar. _ PYPASR Wv) Pro1sct-No.:50WPAK0 4/30/04 11x16 Fils.:TC Paym 11 Panel Start Panel Ind Kam. Shear Axial Moment Shea*. Axial koassnt Panel Fora* Fora Fora* Worm Mo..ent. .0"% (1b) (lb) (1b -in) (lb) (1b1 (lb -in) (lb -in) WS 14-6 0 -73f 0 0 -735 0 0 N4 14-7 0 -361 0 0 -361 0 0 W3 13-7 0 1177 0 0 1122 0 0 N5 13-4 0 -2504 0 0 -2504 0 0 KZ 12-3 0 2533 0 0 2533 0 0 ' =7 12-10 0 301 0 0 301 0 0 Reactions (Global Refer*nca Frame) Omk Joint V.rtical Karin. )lomant Bearing Width Id. (lb) (lb) (lb -in) (in) 1 2014 -210 0 ea., 13 :A44 0 0 "wk. afo. M17!ak 2020 5.200 Proj.ot-No.:Z474PA60 4/10/04 11:16 Job D..Or,: REPAIR (Jb) File. ;TC Paws 13 • Stress Report for Lo.doa.. 2. eak Dunbar D..i➢n Forces (0 Axial & Momant: PO .tr.ae check needed) Pac.1 *text Midp.n■1 End A.. Axial, MOesnk Axial Moment Axial Meant Top chord OmN T1 1-2 5116 2959 5227 -6370 0 0 TS 2-3 0 6 5333 -S426 5243 3220 71 3-4 4168 3220 4177 -3015 0 0 T2 4-5 0 0 4170 -2948 4186 3427 72 5-6 2974 3427 2990 2563 2092 5067 T2 6-7 2902 5067 2979 -2608 2971 2817 Oft T2 7-8 2430 2817 2422 -2354 0 0 73 8-3 0 0 2422 2723 3412 5248 13 9-10 -261 7347 -242 5465 -270 -431 28 11-10 -83 -128 -82 -111 -83 48 r., ➢attOn chord ➢1 1-16 -5028 -4143 -5028 -3652 -5028 -3295 r,,,,, ➢1 16-15 -5028 -3295 -5021 -7856 -5020 -1189 53 15-14 -3733 -1189 -2733 -834 -3732 135 A E2 14-13 -2032 -27 -2032 -2292 -7032 -2809 ➢3 13-13 290 -2809 290 2303 290 3728 ➢2 12-11 10 1728 10 2648 10 -437 "eft Nub. N1 16-1 91 0 95 0 95 0 ▪ 22 3-15 1397 0 1397 0 1297 0 93 15-5 -469 0 -469 0 -449 0 Pg 64 5-14 1697 0 1697 0 1647 0 165 14-6 -732 0 -738 0 -738 0 on... 64 14-7 -361 0 -361 0 -361 0 23 13-7 1122 0 1122 0 1112 0 Art 26 13-9 -3504 0 -2504 0 -2504 0 151 12-9 2533 0 2533 0 2533 0 27 12-10 301 0 301 0 301 0 ek ▪ Panel Lumbar PAP MAZ! CSI &&I Purlin BPac. Top chord O.' Ti 1-2 3x11 6o.2. 0.34 0.27 0.56 0.19 0.00 71 2-3 2x11 140.2. 0.56 0.27 0.82 0.31 0.00 71 3-4 282 No.2 0.44 0.15 0.60 0.26 0,00 72 4-5 282 No.2 0.45 0.16 0.61 0.26 0.00 • 77 5-6 220 60.2 0.33 0.34 0.56 0.20 0.00 T2 4-7 228 No.2 0.32 0.24 0.56 0.29 0.00 Owk 72 7-8 220 6o.2 0.24 0.12 0.39 0.24 0.00 72 E-9 2303 No.2 0.26 0.25 0.51 0.29 0.00 .40‘ T9 9-10 3x8 90.2 0.00 0.33 0.35 0.25 0.00 68 11-10 2x4 90.2 0.00 0.04 0.04 0.01 0.00 Bottom chord 51 1-16 282 N0..2 0.05 0.20 0.25 0.03 0.00 S1 16-15 282 60..3 0.05 0.16 0.21 0.04 0.00 ➢2 15-14 2x8 N0..2 0.03 0.04 0.08 0.03 0.00 ➢2 14-13 2x8 9o.2 0.01 0.12 0.14 0.04 0.00 • B3 13-12 288 90.2 0.03 0.11 0.21 0.07 0.00 B3 12-11 288 90.2 0.00 0.18 0.18 0.15 0.00 A0,.. Nabs 21 16-1 224 140.2 0.03 0.00 0.03 0.00 0.00 0.t 91iTek. 2020 5.200 project-IAc.:I1191PA110 4/30/04 11116 Sob D.sar. 1 REPAIR 1.701) File.1TC Page 13 rte+ a* Panel Lambs P/AP 11/5? c8I MSI Purl= 1pa0. 4^ 112 3-15 2x4 bie.3 0.42 0.00 0.42 0.00 0.00 W3 15-5 2x4 86.3 0.15 0.00 0.15 0.00 0.00 Ow4 Y4 5-14 2x4 140.2 0.51 0.00 0.31 0.00 0...00 WS 14-6 2x4 80.3 0.46 0.00 0.46 0.00 0.00 AN 64 14-7 2x4 110.3 0.38 0.00 0.36 0.00 0.00 113 13-7 2x4 110.3 0.34 0.00 0.24 0.00 0.00 116 13-9 2x4 No.211Q 0.83 0.00 0.63 0.00 0.00 OlmN N1 12-9 2z4 1b.3 0.76 0.00 0.76 0.00 0.00 N7 12-10 2x4 116.3 0.09 0.00 0.05 0.00 0.00 emN Jut Lumber P/Ar 11/5e 03! 88I Parlin Id. Spam. A Mi7.k 2020 5.100 Project-Eo.:3S799PANO 4/30/04 11;14 .Taub Deecr. r REPAIR (.30) Fil..:TC Page 14 I"1/4 LOADCASE 3x Weber DOL - 1.00 tat uaba1aaaasd Regular Trues Spacing: 2-0-0 Loading (plf) (Global Reference Frame) Start End • Panel Vert./ Horis./ Vert./ Boris./ Normal P.rsllel Normal Parallel Top chord 71 1-2 90.0 -0.0 90.0 -0.0 prof_ Ti 2-3 90.0 0.0 90.0 0.0 prof. 71 3-4 90.0 0.0 90.0 0.0 prof. • T2 4-5 90,0 0.0 90.0 0.0 prof. T2 5-4 90.0 -0.0 90.0 -0.0 proj. "1 72 6-7 30,0 -0.0 30.0 -0.0 proj. 72 7-8 30.0 -0.0 30.0 -0.0 prof. i^' 13 8-17 30.0 -0.0 30.0 -0.0 proj. 17 17-9 30.0 0.0 30.0 0.0 prof, .►+. T3 9-10 30.0 0.0 30.0 0.0 proj. Sotto. chord Ow,, 11 1-10 70.0 0.0 20.0 0.0 prof. 51 14-1S 20.0 0.0 20.0 0.0 prof. APN 52 15-14 20.0 9.0 20.0 0.0 prof. 12 14-13 20.0 0.0 20.0 0.0 proj. r'e+ B3 13-12 20.0 0,0 20.0 0.0 proj. 03 12-11 20.0 0.0 20.0 0.0 proj. Fhb. I.% Not.: Leads not .ark d projected, ;proj1, •r• loads normal to and parallel to the member. +~ Member Forcer (local Reference Prams) > Panel Start Pansy Rad Wax. Shear Axial Moment shear )oriel Moment Panel �+ Forme Force Farce Force Nc..nt [lb) (lb) (lb -in) (lb) (1b) (lb -in) (ib-in) A Tamp chord T1 1-2 319 -4509 1019 113 -4434 5477 4579 T1 2-3 -9 -4435 -3477 324 -4344 -2077 3912 ,e" 71 3-4 245 -3309 2077 42 -3301 2882 2150 73 4-5 •42 =3301. -2882 297 -3327 -3346 2058 72 5-0 285 -2134 3340 285 -1970 -3349 1789 73 6-7 141 -2012 3340 49 -2064 435 -2247 72 7-8 Si -1579 -435 29 -1604 935 1115 0.t H'1 8-9 -29 -2604 -935 131 -1032 -7622 -1431 T3 9-10 111 11 2622 -0 -21 66 -2113 �►.. 978 11-10 -13 -19 -169 13 -19 -60 145 Bottom chord 01 1-16 80 4245 -1019 85 4265 1168 3348 01 16-15 41 4245 -1108 81 4265 -118 1876 02 15-14 53 ]184 118 79 3184 -1183 705 02 14-13 85 1533 1182 46 1533 347 995 12 13-12 29 21 -347 101 21 -2480 -1741 $3 12-11 94 -13 2480 -19 -13 169 -2055 web* A W1 16-3 0 134 0 0 134 0 0 W2 3-15 0 -1165 0 0 -1165 0 0 • W3 15-5 0 570 0 0 570 0 5. W4 S-14 0 -14(0 0 0 -1446 0 0 A• MiTek 2020 5.200 Job Reear.: REPAIR (MI Project-No.:s9MPAMO 5Y1a.:TC 4/30/04 11:16 Pays 15 oma Panel Start Panel find Max_ /'. Shear Axial Moment ebmar Axial Meant Panel Force force Pores Force Moment J"* Uhl (lb) (lb -in) (lb) (ib) (1b -in) (lb -in) 00% WS 14-6 0 491 0 0 691 0 0 04 14-7 0 531 0 0 531 0 0 r• 53 13-7 0 -535 0 0 -535 0 0 56 13-9 0 1631 0 0 1431 0 0 1111 12-9 0 -1298 0 0 -1298 0 0 57 13-10 0 36 0 0 36 0 0 Reactions (Global Reference Prams) e"+ Joint Vertical Hari:. Moment Rearing Width 3d. (ib) (lb) Ilb-in) (in) 1 -1758 0 0 /�. 12 -1482 -0 0 Amk AON P'+ Mi7.k 2020 5.200 Sob Deeor.: REPAIR G701 Project -No, ZUMPAYO 4/30/04 11:16 Sil►.:7c Page 16 Stress Report for Loadcaaa 3. POabOr loesi90 Sores& 10 Axial A Wem8nt: 50 stress check needed) Panel Start Midpanel Ind Axial Moment Axial M00»nt Axial Moment Top chord 71 1-2 -4545 1456 -4469 4579 0 0 t, Ti 2-3 0 0 -4435 3912 -4344 -1484 Ti. 3-4 -3989 -1494 -3313 2150 0 0 ""•• T2 4-5 0 0 -3301 7059 -3727 -2390 T1 5-4 -2134 -2390 -2052 1789 -1970 -2391 72 6-7 -2013 -3349 -2017 -2267 -2061 759 Oftk T2 7-8 -1585 014 -1595 1115 0 0 73 9-9 0 0 -1629 -1631 -1433 -2622 73 9-10 11 -2622 7 -2112 -21 96 58 11-10 -19 149 -19 145 -19 -66 /'e* Bottom chordd. 91 1-16 4365 1845 4265 3349 4265 1945 As., 51. 14-15 4265 1496 4265 1874 4265 467 52 18-14 3184 174 3184 705 3184 -944 r..t 82 14-19 1533 -1182 1533 995 1533 642 53 13-12 21 521 21 -1741 21 -2480 53 12-11 -13 -2480 -13 -3055 -13 169 Webs 51 16-7 134 0 114 0 134 0 olk 52 3-15 -1165 0 -1165 0 -1165 0 53 15-5 570 0 570 0 570 0 r` 54 5-14 -1466 0 -1446 0 -1466 0 5S 14-6 601 0 401 0 691 0 Oak 54 14-7 531 0 531 0 591 0 93 13-7 -535 0 -535 0 -535 0 Ism+. 56 13-9 1631 0 1631 0 1631 0 91 13-9 -1298 0 -1299 0 -1209 0 57 12-10 36 0 36 0 36 0 Panel Lumbar P/AS H/iV CSI 551 Purlia �. Space Top chord ?"'° 71 1-2 2511 50.3+ 0.03 0.21 0.24 0.16 0.00 73. 2-3 2911 50.1,* 0.07 0.26 0.13 0.26 0.00 77. 3-4 2x8 50.2 0.04 0.14 0.18 0.21 0.00 72 4-5 290 No.2 0.04 0.15 0.19 0.24 0.00 72 5-4 358 50.2 3.02 0.15 0.17 0.23 0.00 72 6-7 2x0 50.2 0.01 0.21 0.23 0.11 0.00 !n".' 72 7-8 1x9 50.2 0.01 0.07 0.08 0.04 0.00 73 8-9 292 50.2 0.01 0.17 0.19 0.10 0.00 ems 73 9-10 2x2 No.2 0.00 0.17 0.17 0.09 0.00 58 11-10 2x4 No.3 0.00 0.07 0.07 0.02 0.00 Bottom chord H1 1-16 7x8 50.2 0.60 0.21 0.92 0.07 0.00 A" 11 15-15 258 110.2 0.40 0.12 0.72 0.06 0.00 12 15-14 2x9 50.7 0.45 0.05 0.50 0.06 0.00 112 14-13 2x9 5o.2 0.22 0.07 0.29 0.07 0.00 e" 53 13-12 2xs 15.1 0.00 0.16 0.16 0.09 0.00 53 12-11 2x9 No.2 0.00 0.16 0.16 0.09 0.00 T' Webs 5I 16-3 2x4 No.3 0.05 0.00 0.05 0.00 0.00 fmk rt edN Wirr1[ 7070 5.700 - Proj.at-No.:ZGMPAM@ 4/30/04 13.16 Joh D«scx_ : IMPAIR (J01 Pils.:'TC P• o 17 Psimsl Lumber P/Ar M/Zr car $8I Purlin �► Space ?INN M2 3-15 2x4 80.3 0.98 0.00 0.98 0.00 0.00 W3 15-5 2x4 Na.3 0.21 0.00 0.23 0.00 0.00 • W4 8-14 3X4 No.3 0.67 0.00 0.47 0.00 0.00 W8 14-i 2x4 No.3 0.28 0.00 0.78 0.00 0.00 N4 14-7 2x4 No.3 0.21 0.00 0..21 0.00 0.00 113 13-7 2x4 No.3 0.19 0.00 0.19 0.00 0.00 r"� W6 13-9 2x4 Mo.2ND 0.40 0.00 0.40 0.00 0.00 W1 13-9 2x4 No.3 0.28 0.00 0.28 0.00 0.00 W7 12-10 7X4 No.3 0.01 0.00 0.01 0.00 0.00 eN /N Jnt Lumber P/AT M/27 CnI sit Pullin Id. Space ek r eN r►, ✓ fi emk • MiTak 2020 5.200 Pmjact-No.:Z PANG 4/30/04 11,16 Job D.acr.: RLPAIP. II) Yile.:TC Fags 18 LOADCAS1 4: Lumber DOL = 1.00 2nd unbalanced Regular Truax Spacing: 2-0-0 t, Leading (plf} Mabel Referenda Frame) Start Ind .m% Panel Ve=t./ Soria./ Vert./ Norio./ Normal Parallel Normal Parallel Tap Chord Ti 1-2 30.0 0.0 30.0 0.0 proj. TiImN 2-3 20.0 0.0 30.0 0.0 proj. 71 3-4 30.0 0.0 30,0 0.0 prof. • ' 72 4-5 30.0 0.0 30.0 0.0 proj. 72 5-6 30.0 -0.0 30.0 -0.0 proj. " TI 6-7 40.0 -0.0 90.0 -0.0 proj. 72 7-6 90.0 -0.0 90.0 -0.0 proj. ▪ 11 8-17 90.0 -0.0 90.0 -0.0 pro -1j. 73 17-9 90.0 0.0 90.0 0.0 proj. " 72 9-10 90.0 0.0 90.0 0.0 proj. Bottom chord 81 1-16 20.0 0.0 20.0 0.0 proj. Ill 16-15 20.0 0.0 20.0 0.0 prof. 12 11-14 20.0 0.0 20.0 0.0 proj. " 82 14-13 20.0 0.0 20.0 0.0 proj. 13 13-12 20.0 0.0 20.0 0.0 proj. • B3 12-11 20,0 0.0 20.0 0.0 proj. 1"1+ Mote: Loads not marked projected, (proj), arm loads normal to and parallel to the m.ab■x. r* Member Faroe' (Local Rrrforenae Prams) Om Pan.1 Start Panel Ind Max. Shear Axial Moment shear Axial Mdmmt penal 0,.� Form Faroe Form Force Moment (Bbl (lb) (lb -in) (lb) (1b1 !lb -in) (lb -in) • Top chord 72 1-2 93 -2713 -657 52 -2468 1929 2518 eiN 71 2-3 11 -x666 -1979 94 -2438 42 1956 71 3-4 ■7 -2206 -42 15 -2176 1641 1691 P`' 72 4-5 -15 -2176 -1641 100 -2152 -410 1641 71 S-6 62 -1675 480 127 -1571 -3156 -2186 Ado., T2 6-7 269 -1574 3156 260 -1738 -2765 2066 71 7-8 258 -1545 2765 -4 -1618 2044 1460 iderk 71 6-9 4 -1618 -2044 304 -1707 -4630 -1707 13 9-10 263 157 4530 70 57 70 -3443 ri (r6 11-10 -14 -2i -227 14 -78 -20 202 Bottom chord eti 81 1-14 96 2541 657 77 2561 323 2113 Ill 16-15 56 2541 -323 74 2541 -340 1219 B2 15-14 54 2096 390 75 2096 -1148 -432 • 87 14-13 89 1556 1148 42 1556 708 1243 83 13-12 19 -74 -706 111 -74 -2853 -2041 t! 03 12-11 105 -14 2851 -21 -14 227 -7385 Sabo 0", 81 16-3 0 133 0 0 133 0 0 S2 3-15 0 -502 0 0 -502 0 0 AR W3 15-5 0 318 0 0 318 0 0 W4 5-14 0 -608 0 0 -406 0 0 Osk r1 Mi .k 2020 5.200 Job D.sar.: RAMIE cm Prof sat-Ho.:ZTMWAWO 1,114.17C 4/36/04 11:14 Page 19 Panel Start Pend tnd MAX,. ,m., sb..r Axial Moment Shear Axial Moment Patel Force Pores rarer ?eras Nom= A.., lib} (lb) (1b -in) [1b) {lb} (1b -to) (lb -in) l�"+ w5 14-8 0 482 0 0 482 0 0 W4 14-7 0 45 0 0 45 0 0 i+" 803 12-7 0 -594 0 0 -596 0 0 96 12-9 0 1757 0 0 1757 0 0 91 12-9 0 -1714 0 0 -1714 0 0 r°‘ 97 13-10 0 -65 0 0 -65 0 0 , ' R.satians (Global Reference Frame) 00., Joint Vertical worn. Moment Soaring width 74. 11b) {lb) (lb -in} (in) 0" 1 -985 -0 0 12 -1956 -0 0 010. f.. TR APR Amk Am. ra., r" rm+ 0" I"-+ rte► MiT.k 2020 5.200 Project-No.IZONPANO Job Dssor.: MAIN IOW File.:7C OoN 4/30/04 11,15 Page 20 ea, Strews Report for Lowdaawe 4. Nether Design Forces (0 Axial A Moment) NO straws ahmak needed) Panoi Start Nidpanel Cod Axial Moment Axial Moment Axial Moment 70p chard • 71 1-2 -2705 1523 -2664 2510 0 0 71 2-3 0 0 -2665 1956 -2645 920 elk TI 3-4 -7200 674 -2100 1691 0 0 T2 4-5 0 0 -2176 1641 -2152 -460 A'"'ti T2 5-4 -1675 -343 -1525 -2106 -1631 -3156 T2 6-7 ` -1574 -2254 -1455 2066 -1738 -1975 /^+ T2 7-E -1545 -1975 -1510 1460 0 0 73 8-9 0 0 -1690 -1707 -1707 -3307 A► 73 9-10 152 -4530 143 -3443 66 277 28 11-10 -28 227 -28 202 -20 -20 Aia% Bottom chord 21 1-16 2561 -657 2561 2113 2561 1037 A"', 21 16-15 2551 700 2561 1255 2561 -390 22 15-14 2096 -279 2096 -432 2096 -020 Pft. B2 14-13 1556 -1148 1556 1245 1555 990 03 11-12 -74 804 -74 -2041 -74 -7053 23 12-11 -14 -2853 -14 -2385 -14 227 elk 11rbs 21 14-3 133 0 133 0 133 0 +l*N 42 3-15 -502 0 -502 0 -502 0 93 15-5 318 0 318 0 318 0 94 5-14 -508 0 -608 0 -600 0 25 14-6 482 0 482 0 482 0 ►, 44 14-7 45 0 45 0 45 0 113 13-7 -596 0 -596 0 -596 0 ,rwti, 25 13-9 1757 0 1757 0 1757 0 51 12-9 -1716 0 -1716 0 -1716 0 C" 57 12-10 -65 0 -65 0 -65 0 • Panel Lumber P/AF 4/21 CSI 992 Purlin Space Tap chord ,romk 71 1-2 2x11 No.2+ 0.01 0.12 0.13 0.04 0.00 71 2-3 2x11 No.2. 0.03 0.11 0.15 0.07 0.00 /-1 71 3-4 3x8 110.2 0.02 0.11 0.13 0.07 0.00 72 4-5 2X1 No_2 0.07 0.11 0.12 0.08 0.00 e. 72 5-6 2x0 No -2 0.01 0.20 0.21 0.10 0.00 72 6-7 2x0 No -2 0.01 0.14 0.15 0.23 0.00 • 72 7-8 2x0 No.2 0.01 0.13 0.13 0.20 0.00 73 8-9 2x0 20.2 0.01 0.21 0.22 0.24 0.00 A", T3 9-10 2x8 50,2 0.03 0.29 0.32 0.21 0.00 118 11-10 2x4 20.3 0.00 0.09 0.09 0.02 0.00 Sotto. Chord "o+ E1 1-16 2x8 20.2 0.36 0.13 0.50 0,00 0.00 E1 16-15 2x0 20.2 0.26 0.08 0.44 0.06 0.00 A", 92 13-14 2x8 20.2 0.30 0.05 0,35 0.06 0.00 22 14-13 2%E 50.2 0.37 0.08 0.30 0.07 0.00 A 23 13-12 2x0 50.2 0.00 0.10 0.1.8 0.09 0.00 E3 12-11 2x8 4o.2 0.00 0.10 0.19 0.08 0.00 1•+a Webs 111 15-3 2x4 40.3 0..05 0.00 0.05 0.00 0.00 NLTek 2020 5.200 Prejeat-Ne.:SONPAlioO 4/30/04 11:16 Job 0ecr.e IMPAIR (001 711e.:TC Page 21 Panel Lumber P/AF MAP CSI sox Pearlier spy .0., W2 3-15 2x4 No.3 0.42 0.00 0.42 0.00 0.00 W3 15-5 7x4 No.3 0.13 0.00 0.13 0.00 0.00 44 5-14 2x4 No.3 0.74 0.00 0.30 0.00 0.00 emk WS 14-6 3x4 No.3 0.19 0.00 0.19 0.00 0.00 W4 14-7 2x4 No.3 0.02 0.00 0.02 0.00 0.00 em.` 43 13-7 2x4 Na.3 0.21 0.00 0.21 0.00 0.00 44 13-4 2x4 No.2ND 0.43 0.00 0.43 0.00 0.00 Pk W1 17-9 2x4 916.2 0_37 0.00 0.37 0.00 0.00 W7 12-10 2x4 140.3 0.02 0.00 0,02 0.00 0.00 /"` Jot Lumber PAT M/WF CSI BSI Perlin Id. Space P'+ A lli21.ic 2020 5.200 Project -N0. r$9MPAH0 4/30/04 11:16 Job O.scr.t IMPAIR (36) Fil..iTC Pays 22 DRAWN smstssY o.. Strome summery Newberg Site Shear Axial Pn1Pnt NidPn1 CS1. 58I Allow. Moment :foment Purlin .6"b. (lb) (lb) (lb -in) (lb -in) 9Po (in) 71 1-2 2x11 110.21, 53112) 5227(2) 2959(2) -6378(21 0.56(2) 0.19(2) 43.02 71 2-3 288 140.2 517121 3233(2) 3220(2) -5628(21 0.52(2) 0.31(2) 45.82 71 3-4 2X8 00.2 43412) 4177(2) 322012) -3015(21 0.66(2) 6.26(2) 54.02 72 4-5 210 140.1 441(2) 4176(2) 3427(2) -2948(21 0.61(71 0.26(2) 54.02 72 5-6 2x8 N0.2 471121 2990(2) 5067(2) 2563(21 0.36(2) 0.28(2) 67.21 ". 72 6-7 2x8 110.2 441121 2979(2) 5067(2) -2608(71 0.56(21 0.29(2) 67.21 72 7-8 7x8 No.2 395(2) -1987(1) 2817(2) 2427(11 0.39(2) 0.24(2) 67.49 A^+ 77 8-9 2x8 140.2 919(1) -1997(1) -8493(1) -3818(11 0.56(11 9.73(1) 67.49 73 9-10 2x8 N0.2 90611) 799(1) -11890(1) -7849(11 0.87(1) 0.72(1) 72.00 " 05 11-10 264 140.3 14(41 -70(1) 453(1) 444(11 0.11(1) 0,02(4) 72.00 81 1-16 2x8 No.2 96(41 -5078(2) -4143(2) -3452(21 0.97(1) 0.08(4) 46.11 81. 16-15 2x8 N0.2 83(1) -6028(2) -3295(2) -2856(2) 0.78(1) 0.07(1) 46.94 62 13-14 2x8 140.2 52(1) -3733(2) -1189(2) -834(2) 0.36(1) 0.07(1) 56.39 O"', 32 14-13 2x8 110.2 101(11 -2032(2) -2800(2) -2292(2) 0.38(1) 0.08(1) 74.48 53 13-12 2x8 140.2 142111 -334(1) -4552(1) -3494(1) 0.29(1) 0.11(1) 72.00 33 12-11 3718 140.2 250(21 -5(1) -4552(1) -3891(11 0.29(1) 0.13(3) 72.00 01 16-3 2x4 140.3 0(11 134(3) 0(1) 0(11 0.05(3) 0.00(1) 118.00 M2 3-15 2x4 140.3 0(1) -1164(3) 0(1) 011) 0.98(3) 0.00(1) 65.44 01 15-3 2X4 140.3 0(1) $70(3) 0(1) 0(1) 0.73(3) 0..00(1) 104.33 04 5-14 284 140.3 0(1) -1464(3) 0(1) 0111 0.67(3) 0.00(1) 55.05 P"ti 05 14-6 274 140.3 0(11 -738(21 0(1) 0(11 0.48(2) 0.00(1) 63.13 104 14-7 2x4 110.3 0(11 -361(21 0(1) 0111 0.38(2) 0.00(1) 118.00 -, 03 13-7 2x4 N0.3 0(1) -979(1) 0(1) 0111 0.34(1) 0.00(1) 71.73 ".. 06 13-9 2x4 140.2115 0(1) -2504(2) 0(1) 0111 0.83(2) 0.00(1) 45.33 /"N 01 12-9 2x4 00.3 0(11 -3608(11 0(1) 0111 0.78(1) 0.00(11 32.63 07 12-10 2x4 140.3 0(11 -590(1) 0(1) 0111 0.19(1) 0.00(1) 72.00 Mot.a Torsos and moments are absolute maxima. When loadaass numbers de not coincide with maximum stress index, is,dividaal losdcases may need to be examined.) rti Maximum Reactions Joint Vertical Hari:. Memant Raring Width Yd. (lb) (lbl (lb -in) (in) fi 1 201412) -21017) 0(1) 2.19 " 12 -411211) 0(1) 0(11 4.85 MiTale 2020 5.200 Project-150.:ZUMPARD 4/30/04 11=1i Gab Dear • RHPA1R (.7G) Fil..:TC Page 21 • Plating information - Plat.. 0..d_ 111130 0 P• % Load raptor. • Load Caen Duration Span Dar. /Sprit Factor Factor Factor 1 1.00 1.00 1.00 OmN 2 1.33 1.00 1.33 3 1.00 1.00 1.00 " 4 1.00 1.00 1.00 b 1. 9pliena are normally located between 10i and 35% of panel lengths. • 2. Plate Tales^- . 0.250 (in) • .. Joint Description Plate Locatien(xil (yl) (82) (y2) (in) �... 1 EMRI 91/120 10x12 0.332 5.000 __ Mew. Load Force Angle L8/Plate Ld/Grain grip Der/Sp.n R►d. Area iin2) (lb) !deg) (deg) (deg) (psi) Factor Factor Req. Amt. 51 1 6145 21.1 21.1 21.1 227.133 1.00 1.00 13.126 57.000 • 1011 1 -5145 19.7 12.7 3.7 235.784 1.00 1.00 13.030 20.980 • New. Load X -Fora. reran/S-lice Pomp Shaer T-Ang T -Value S-Awq S -Yalu. Area (in) Pl. (lb) Wag) Forotilb) (lb) (plf) (plf) R..a. Act. C51 owN of 1 4916 21.1 1768 4587 90.0 5040. 0.0 3444. 9.25 12.0 0.83 HM1 1 -4916 19.7 -1052 4802 90.0 5040. 0.0 1444. 10.0 12.0 0.84 Ask • Joint Description Plat. Location(x1) (y1) (x2) (y2) (in) ek 1 RT MI120 5x6 0.000 0.000 Men. Load Force Angle Ld/Plate, Ld/0r.in Grip Cur/Span gad. Area (in2) (lb) (degl (deg) (deg) (psi) Factor Factor Req. Act. T1 1 -3072 19.7 3.7 3.7 246.235 1.00 1.00 6.239 13.500 ./.4 WW1 1 -3072 19.7 3.7 3.7 246.235 1.00 1.00 6.239 13.500 ek Maw. Load R -Force Force/i-line Perp Shear T -A09 T -Value 0-Anq 3 -Value Arne lin) P1. (lb) (deg) roroe(lb) (lb) (plf) (plf) Req. Act. CS/ Pk T1 1 -2458 3.7 -158 -2453 90.0 1040. 0.0 3444. 5.34 6.00 0.87 8111 1 -2458 3.7 -158 -2452 90.0 5040. 0.0 3444. 5.34 6.00 0.09 ek MiTek 2020 5.200 prcjact-MO.:SAMPANO 4/30/04 11:16 Job Dar.: RSPASR (.70) ril..:Tc PAIN' 24 • Plating information /.4. Joint Description Plate Leaationlxl) (yl) (x2) (y.2) fin) /P+. 1 RT MII20 Sri 0.060 0.000 is... Nam. Load Force Angle Ld/Plat. L4/grain Grip Dur/Span Rad. Ar.a [hill (lbl Wag) Ides) (deg) (psi) Factor Factor Req. Act. • Tl 1 -3372 19.7 3.7 3.7 246.235 1.00 1.00 6.239 13.500 H81 1 -3072 19.7 3.7 3.7 246.235 1.00 1.00 6.2.39 13.500 / N Mem. Load R -Fars. Force/5-linm Parp Shear T-Ang T -value S-Ang 3 -Value Area (in) Pl. (lb) (dog) Force(113) (1bl (plfl (plf) Req. Amt. cal ▪ 71 1 -2458 3.7 -158 -2453 90.0 5040. 0.0 3444. 5.34 6.00 0.89 H.1 1 -2458 3.7 -158 -2453 90.0 5040. 0.0 3444, 5.34 6.00 0.89 sms .0.4. Joint Description Plat. Lomation(x11 (y1) (x2) (y2) (in) • 1 TP NI120 4x9 0.000 0.000 ore Mem. Load forces Angle Ld/Fist. Ld/Grain drip Dur/Span Rod. Area (inl) (lb) Idea) (clog) (dog) (psi) Factor Factor Rag. Act. .004, T1 1 -4906 16.8 16.8 0,7 237.981 1.00 1.00 10.307 13.425 11 1 4897 17.1 17.1 17.1 232.020 1.30 1.00 10.554 13.425 Nom. Load .11 -Forms Tort./S-liar Perp Shear T-Ang T -Value 5-Anq S -Yalu. Area lin) P1. (1b1 (deg) Force(1b) (lb) (plf) 1plf) Rag. Amt. C81 0.4 11 1 -4916 3.7 -316 -4905 74.0 5345. 16.0 3970. 7.41 8.32 0.89 91 1 4916 5.0 2967 3919 74.0 5345. 16.0 3970. 7.40 9.12 0.89 • Joint Description Plate Location(x1) (yl) (x2) [y2) (in) Ar., 3 T)gnt MII20 9x10 0.000 0.000 • Mom. Load Forma Angle Ld/Plat. Ld/Grain grip Dux/Span Red. Area (in2) I1b) (deg) (dog) (deg) (psi) Factor Factor Sag. Amt. T1 3 -1431 35.5 41.5 41.5 205.727 1.33 1.00 2.622 37.500 W2 3 1397 18.2 34.3 0.0 224.810 1.13 1.00 2.318 15.478 4(i HP 375 90.0 90.0 90.0 184.000 1.00 1.00 1.019 13.657 1+. Mom. Load R -Toro. Fort./S-lino P.rp Shear T-Ang T-Vslu. 8-Ang S-Vwlu. Aram (in) P1. (lb) (deg) Force f1h) (lb) (plf) (plf) Req. Act. CSI T1 3 1122 31.7 -589 ASS 90.0 5040. 0.0 3444. 1.66 9.70 0.17 • Joint Description Plate Locationlxl) (y1) (x2) (y2) 1in) A+, 4 TS N1130 6x8 0.000 0.000 • )(... Load Forces Angle Ld/Plat. Ld/Groin Grip Dur/9pan Red. Area (in3) (lb) (deg) Ideg) Id.q) (poi) Factor Factor Req. Act. T2 2 4178 15,4 0.6 0.6 198.847 1.33 1.00 7.900 22.500 • T1 3 -4178 15.4 0.4 0.6 198.847 1.33 1.00 7.900 12.500 ▪ Nem, Load R -Forma Fore./S-tins Psrp 9haar T -Any T -Value S-Ang S -Value Area (in) P1. (1b! (daq) Torc.(1b) (lb) (plf) (plf) Req. Act. CSI . , T2 3 4178 89.4 4178 45 0.0 6755. 90.0 3876. 3.88 6.00 0.65 11 2 -4178 99.4 4178 45 0.0 6755. 90.0 3876. 3.88 6.00 0.65 MiT.k 2020 5.200 Job D..cr.e R1IPA1R (JG1 Proj.at- .:841WA)0 4/10/04 11:16 File.:TC Page 35 ▪ Plating information eN. Joint Description Plata Looatian(x1) (yl) (x2) 1y2) (in) 5 TMMY MII20 5x10 0.000 0.000 O .• Mom. Load Form Angl. Ld/Plate Ld%Chain Grip 6.r/Span Rad. Area (in2) (1b) (deep) (deg) (US) (Pei) Factor Factor R.q. Act. /k Ti 3 1226 12.0 29.0 28.0 210.903 1.00 1.00 2.529 37.500 113 3 -570 90.0 74.0 0.0 200.493 1.00 1.00 1.421 13.637 M4 2 1697 31.9 47.9 0.0 217.555 1.33 1.00 2.932 14.799 Moo. Load R -Toro. Fare./S-lino P.rp Shear T-Ang T -Val. S-Ang S -Value Area (in) P1. (lb) (deg) force(lb) (lb) (plf) (p11) Rag. Ant. CSL Ti 3 1230 28.0 -581 1093 90.0 5040. 0.0 3444. 1.90 5.65 0.22 /eR P' Joint Description Plat. Location(x1) (y1) (x2) (y21 fin) 4_•, 6 T171 MI220 8x10 0.000 0.000 r., M.m. Load Fore. Anglo Ld/Plat. lad/Grain Grip Sur/Span Rad. Area (in2) (lb) (deg) (d.g) (dog) (psi) Factor Factor Rag. Act. Om+ 72 2 -1029 7.1 7.1 0.9 104.22• 1.33 1.00 10.719 21.057 72 2 3020 6.9 6.9 9.1 106.004 1.33 1.00 10.721 31.057 /mot WS 1 -707 90.0 90.0 0.0 190.000 1.00 1.00 1.060 12.244 Load R -fora. 'taro./B-line Parp Shear T-Ang T -Value B -Any 8 -Value Area (in) P1. I'*, (lb) (d.gl Faroe(lb) (lb) (pif) (plf) Reg. Act. CSI f"", Joint D.uaription Plata L004tion(x1) 111) (x2) (y2) (in) 7 TM11V MII30 5x10 0.000 0.000 f New Load Force Angle Ld/Plat. Ld/Grain Grip Der/Span Red. Area (in2) (lb) (deg) (deg) (deg) (poi) Factor 'actor Rog. Act. 12 1 510 59.1 43.1 43.1 204.510 1.00 1.00 1.981 37.500 M4 3 -531 3.1.9 47.9 0.0 217.555 1.00 1.00 1.221 14.799 ek 93 2 -1122 90.0 74.0 0.0 200.493 1.33 1.00 2.103 13..657 sae. Lead R -Pare. Foro./5-line P.xp shear T-Ang T -vale. s -Aug 9 -Value Area (in) Pl. (lb) (deg) Torce(lb) (lb) (plf) (plf) Reg. Act. CBI T2 1 010 43.1 -554 192 90.0 5040. 0.0 3444. 1.02 1.45 0.12 Joint D.sasiption Plata Loaation(x11 (y1) (x2) (y2} (in) 5 TS MII30 6x5 0.000 0.000 f� Maw Load Forty Angle Ld/Plate Ld/Grain Grip Dor/Span Red. Area (in2) fa., (lb) (deg) (dog) (deg) (Psi) Factor factor Req. Act. T2 3 -2423 16.1 0.0 0.0 167.549 1.33 1.00 5.435 22.500 '13 2 2422 16.1 0.0 0.0 167.550 1.33 1.00 5.431 22.500 omk Man. Load R -Fares Farra/e-line Pomp Shwas T -Aug T -Value S -Aug 8 -Val. Aron (in) Pl. Oa' (lb) (deg) pora.(Sbl (lb) (paf) (plf) Rag. Act. CSI T2 2 -2423 90.0 2422 1 0.0 6715. 90.0 3876. 2.49 6.00 0.42 Im• 72 3 2422 90.0 2422 1 0.0 67SS. 90.0 3876. 2.49 6.00 0.42 f• r+ MiTrk 7020 5.700 Job Dower.: REPAIR (JO) Projeot-No.: ZWMPANG 4/30/04 11:16 File.:TC nave. 36 +^"K Plating information • Joint Description Plat. Location(al) (yl) (x2) (y2) (in) 9 TxNx HXI70 8x10 0.000 0.000 PI.'" N... Load Fore. Angle Ld/Plat. Ld/fain drip Dur/Egan Red. Area (in2) (lb) (deg) (deg) (deg) (poi) Factor Factor Reg. Amt. 77 1 3596 46.5 30.5 10.5 234.111 1.00 1.00 8.390 37.500 W1 2 -1533 90.0 74.0 0.0 200.493 1:33 1.00 4.749 13.457 16 1 -2607 18.1 34.3 0.0 226.510 1.00 1.00 5.887 15.478 N... Load R -Fora. Forc./8-lie. P.1p Shear T-Ang T-Valua 8 -Any 8 -value Area (in) Pl. (lb) (deg) Force(1b) (lb) (plf) fplf) leg. Bet. CBI T3 1 3596 30.5 -1825 3099 90.0 5040. 0.0 3444. 5.39 9.70 0,56 e► Jaiat Description Plat. Location(x1) (yl) (x2) (1,21 (in) f � 10 TNVW N/120 4X5 1.779 3.000 OW M... Load For'c. Angle 181/Plata Ld/0rain Grip Dur/Span Red. Area (in2) (Ib) (dog) (d.9) (d.9) (pall Factor Factor Reg. Act. I"► T3 1 -673 27.2 43.3 43.3 199.959 1.00 1.00 1.558 16.441 K8 RV 370 90.0 90.0 90.0 184.000 1.00 1.00 1.019 5.865 97 HF 371 90.0 90.0 90.0 184.000 1.00 1.00 1.019 8.253 Nem. Load R -Faros Fero./8-tin. P.sp Omar T-Ang T -Yalu. 8-Ang 8 -value Area (in) P1. (1b) (dog) Forc.(1b1 (lb) (plf) (plf) Rog. Act. COI T3 1 -623 43.3 -477 -454 90.0 5040. 0.0 3444. 0.79 6.00 0.13 • Joint D..cr€ption Plat. Locatiaa(xl) (yl) (x2) (y2) (in) eN 11 DNS NII70 385 0.000 0.000 • 1.m. Load Farce Angl. LI/Plate Ld/Drain Grip Dur/Span Red. Area (in2) (Ib) (deg) (deg) (deg) (psi) Factor Factor Reg. Act. ON 83 BF 37S 90.0 90.0 90.0 184.000 1.00 1.00 1.019 8.250 R8 BY 375 90.0 90.0 90.0 184.000 1.00 1.00 1.019 8.250 M.m. Land R -Faro. Foss./8-line P.xp Shear T-Ang T -Yalu. 8 -Any S -Value Axe* (in) P1. (lb) (deg) Fare.(lb) (lb) (plc) (plf) Rag. Act. CBI • B3 1 70 85.7 70 5 0.0 6736. 90.0 3876. 0.03 3.00 0.01 K8 L -70 85.7 -70 -5 0.0 0756. 90.0 3876. 0.03 3.00 0.01 • Joint D..aript€an Plat. Lcc.tion(xl) (yl) (x2) (y2) Iin) dry 12 314991 NII70 5x10 5.000 6.250 Nam. Load Faros Angl. La/Plate 1,d/Grain Grip Bur/Span Red. Area (in2) (lb) (dog) (d.g) (dog) (psi) Factor Factor Rag. Act. 03 1 3862 81.5 81.5 81.■ 195.450 1.00 1.00 9.732 60.000 91 2 2533 80.0 90.0 0.0 190.000 1..33 1.00 5.011 5.250 N7 WY 375 90.0 90.0 90.0 184.000 1.00 1.00 1.019 7.125 Nem. Load R -Force Force/a-line Pimp Shear T-Ang T -value S -Any S -Yalu. Area (in) Pl. fmft Ilb) (dung) Fore.(lb) I1b) (plf) (p1f1 Reg. Act. CBI 83 1 3862 81.8 3023 549 00.0 5040. 0.0 3444. 4.55 9.50 0.48 xiTak 2020 5.200 Project-r1a.:saMf`+A1ie7 4/10/04 11:16 Job Descr.: IMPAIR (JGI) File.:TC Page 27 Plating information ..00", Joint Description Plate Location{x1) (yl) (x3) [y2) (in) 13 839W MII20 81(10 5.000 4,000 /"t Mem. Load Force Angle Ld/Plate Ld/Groin Grip Sur/Span Rad. Area (in2) (lb) (deg) (dog) (deg) (psi) Factor Factor Req. Act. ., 93 2 312 71.9 21.9 21.9 38.294 1.33 1.00 3.066 27.313 33 1 -1920 0.9 0.9 0.9 229.845 1.00 1.00 4.176 27.313 W3 2 1172 90.0 90.0 0.0 190.000 1.33 1.00 2.219 6.125 W6 1 2647 18.2 18.2 0.0 237,033 1.00 1.00 5.626 8.313 Nom. Load R -Force Force/S-1in* Perp Shear T-Ang T -Value S-Ang S -Value Aram (in) Pl. (lb) (deg) Force(lb) (lbh (plf) (plf) Reg, Act. CSI 93,W6 1 2471 90.0 -2671 0 0.0 6756. 90..0 3876. 2.15 4.00 0.27 62,13 1 -1010 90.0 1010 -0 0.0 6756. 90.0 3876. 1.70 8,00 0.21 Ow. 93,96 1 2667 0.0 0 -2667 90.0 5040. 0.0 3444. 4.41 9.50 0.46 Saint Description Plata Looation(x11 (y11 (x2) (72) fink 14 9MWWW MII20 4X8 0.000 0.000 /"N Mem. Load Force Angle Ld/plate Ld/Grain Grip Dur/Span Red. Area (in2) " (1b) (deg) [deg) (deg) (psi) Factor Factor Req. Act. 02 3 -1959 5.7 5.7 5.7 244.465 1.00 1.00 3.392 14.000 ,+", 15 1 707 90.0 90.0 0.0 190.000 1.00 1.00 1.860 6.125 V4 2 531 31.9 31.9 0.0 229.078 1.00 1.00 1.165 3,500 W4 2 -1697 31.9 31.9 0.0 228.078 1.33 1.00 2.797 3.500 /'", Mem. Load R -Faro. Fors./S-lint Perp Shear T-Ang T -Yalu. 8-Ang S -Value Area (in) Pl. '..^ (lb) (deg) 3orc.(1bl (1b) (plf) (plf) Reg. Act. CSI 32 3 -1650 5.7 -195 -1650 90.0 5040. 0.0 3444. 2.87 8.00 0.36 J01At Description Plata Location(x1) (y1) (x2) (y21 (in) M+, 15 95WW NII20 6x10 5,000 9.000 P., M.m. Load ForOe, Angle Ld/plat. 1.4/Grain Grip Dur/Span Red. Ara. (in3) (lb) {deg) (deg) (deg) (psi} Factor Factor Req. Act. 8). 1 -4587 1.0 1.0 1.0 248.288 1.00 1.00 9.238 27.313 02 1 3519 0.4 0.8 0.9 248.454 1.00 1.00 7.081 27.313 13 3 570 90.0 90.0 0.0 190.000 1.00 1.00 1.499 6.125 Nom'' W2 2 -1397 18.2 14.2 0.0 237,033 1.33 1.00 2.216 8.313 ek. Mem. Lead R -Foxe. Force/S-lino 9.rp Shear T-Ang T -Value S-Ang S -Value Area (in) Pl. (lb) (deg) Force(lb) )1b) (plf) (plf) Reg. Act. CSI I", 51,W2 1 1181 90.0 -1181 0 0.0 6756. 90.0 3876, 3.58 8.00 0.45 92,93 1 514 90.0 -514 0 0.0 6756. 90.0 3879. 3.17 8.00 0.34 ,- 13,92 3 1165 0.0 0 -1165 90.0 5040. 0.0 3444. 1.92 9.50 0.20 r"* NiTek 2020 5.200 Project-No.:ZUMPAMO 4/30/04 11:16 O'► Job Desar•: IMPAIR (JO) Fila.:TC Pugs 20 • Plating information • Joint Description Plats Loautlow(x1) (y1) (x2) (y2) (in) #* ii Ri1M MIT20 3x6 0.000 0.000 I- Mee. Load Force Angle Ld/Plste Ld/0rain Grip Dar/Span. Red. Area iin2) ilb} Wag) (deg) Ides) )psi) Factor Factor Req. Act. /"N 01 HP 375 90.0 00.0 94.0 104.000 1.00 1.00 1.014 0.250 Y1 HP 375 90.0 90.0 90.0 144.000 1.00 1.00 1.019 5.250 P. Mew. Load. R -Force Fores/B-Fins Perp Moor T-Anq T-Vslua S-Anq S -Value Area (in) P1. (lb) Idag) Feres(lb) (lb) (plf) (plf) Reg_ Act. CBI • 51 3 134 90.0 -134 0 0.0 6756. 90.0 3576. 0.11 3.00 0.04 Yl 3 134 90.0 114 0 0.0 6756, 90.0 3576. 0.11 3.00 0.04 ofmk n A 00* flot rr�+, a+* r^� .a. /^4 r"• .me ZiAPANO IMU type TD MOD. QUEEN 1 Fly f 'AIM13GJ 1 MLA) 1 M OS 1.1JMF'ANr 9-0-0 9.0-0 5, 8 = 440 11 14 3x6 11 15-6-0 6-6-0 3.4512 13 8X10 = Job Reference( ap�r� D.20Jt,pa 12541A/4MI1ec1r 4I/s, ImC. FflApr 31T71:121;00201P1 Fagot 22-1-0 1 28-8-0 i 35-2-0 6-7-0 6-7-0 6-6-0 9-0-0 8x10= 5 12 4xiS 11 8x10 = 84 10 4x16 11 44-2-0 Scala • 1:74,1 9-0-0 15-6-0 I 224-0 1 28-8-0 35-2-0 1 44-2-0 9-0-0 6-6-0 6-7-0 6-7-0 6-6-0 9-0-0 mar. unarms (1[, ): 011.44,0-144,11,131-2-0...C-0-4 Laa,d.5-u. ), 01 (33 r2',1t.11w1 LOADEM° (pm) TOLL 304 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plebe Increase 1.00 Lumber Increase 1.00 Rep Stress Incr NO Code FBC20011ANSI95 cSI TC 0.88 BC 1.00 WB 0.70 (Matrix) DEFL in Mee Lid YVs LL) 0.3413-104 >906 360 eet(7L)) -0.2513-14 >900 240 Horz(TL) 006 10 Wa nfa LUMBER BRACING TOP CHORD 2X 8 SYP SS TOP CHORD Sherdksd or 4-24 oc pudns. BOT CHORD 2X 8 SYP SS BOT CHORD Rigid oalinp dk.ct y spoiled or 45 -ID oc bracing. WEBS 2 X 4 SYP No.3 'Except` WEBS 1 Raw at mTdpt 2-13, 4.12, 6-12 W82X4SYP No.2ND,W72X4SYP NojND 2Rows et113pia 8-11 WEDGE Lst 2X 4 STIP No.3 PLATES GRIP M1120 249190 Weight; 348 Ib REACTIONS Ise) 1-1788!0.8.0, t.0.304,0-4-8 �a Up1191-1815(load nee 2),10.4251 (load me 2) FORCES (lb) - First Load Casa On TOP CHORD 1-2N713, 2-3.-3487, 33�,.88, 4-'5.-2258.58.-22355, 8-7.-1492, 7-8.-1805, 8-9.1373 BOT CHORD 1-14.4404,13-14.4404,12-13.3271, 11-12.1434 10-11.-1193, 9 -10■ -1193 WEBS 2-14.155, 2-13.-1222, 413.585, 4-12.-1418.5-12.531, 6-12.808, 8-11.-1084, 8-11.2833, 8-10.-26$3 NOTES 1) Unbalanced roof Wm loads have bean considered kw this 2Wind: ASCE 7-88', 148mph (3 -second ; h-25 TM/L: BCDL-$,0psF, Category II; Exp o; enclosed; GC; orsditsver leR Para ids mechanicrigid exposed ; al connection ectioner { platsfbgri s to bearing uplift MOW* 10. plate capable of withstanding 2815 R1 alpNlt at joint 1 end 4251 R> LOAD CAMS) Standard 'MIT 5 A k i- 61,5 1 5?D - (7got 3 v, Q,4 5 5 - 7-9e. MiTsk 7020 5.200 Prejset-No.:ZUMPAPO 4/30/04 11:48 Job Desar.: REPAIR ["0) Eile.:TD Page 1 Design Information for Hotel Plate Connected Truss Designed Hy: Customer Address. Manufacturer Address: !'+ Results far: TD (Frame Design Method - Buckling by Factor) A CCDs: PBC2001/A35I95 SPAN: 44-2-0 SPACING; 2-0-0 LOAD: 30.0-16.0-0.0-10.0 rim. LS. 4.00 LBR. 1,02 NAIL. 1.00 MYMBIR 1-2 TOP CHORD Maus CSI. 0.26 + 0.62 a CIAO MEMBER 1-14 BOT,CHORD MAX Mr 0.34 s 0.64 r 1.00 DI, CAMBER BETWEEN SUPPORTS . 1/1 in CALC. L. L. DcrLECrloN . 0.34 IL/74991 AT 11-14 INPUT L/360. MAX. VERTICAL DITLICTI0N • -0.26 (L/a9991 AT 13-14 INPUT L/240 MAX HORIZONTAL DEFLECTION . 4.0E AT JOINT 10 MAX. 'EDP CHORD UNRRACED LENGTH s 4-2-6 MAX. BOTTOM CHORD OMBRACSD LENGTH . 4-5-10 TOP CHORD: 2 X 8 SIP SS BOTTOM CHORD: 2 X 8 3YP 99 WEER: 2 X 4 SYP No.2ND Design Service Supplied By; DICO TRUSS COMPANY INC. Voice: 1305) 257-1010 FAX : 1305) 257-1911 Friday, April 30, 2004 MiTek 2020, Copyright (el 1993-3000, MiTek Holdings, Inc. Oak MiTek 2020 5.200 Project•Mo.;9OMPAMO 6/30/04 11:48 cab Desar, ; R=PAIR (.7011 Fil..,TD Page 2 ▪ Truss doOdetry (Frame Design Method - Buckling By Factor) Total Span: 44-2-0 Truss Spacing: 3-0-0 fr, TC-Pitch left: 3.451/12 TC-Pitch right- 3.451/12 TC-Perlin Spacing: 0-0-0 EC -Perlin Spacing: 0-0-0 00",. Overall Haight: 7-0-0 Overall Length: 44-2-0 Left Top Overhang: 0-0-0 Right TOp Overhang; 0-0-0 o"'", Joint coordinate■ and Restraint Condition.: Jnt Coordinates - (in) Restraint Inclination Plaster Jnt r` Id. X Y X Y 2 Deg MO. o`" 3 150.69 47.35 5 205.00 90.23 / 7 379.37 47.35 1 4.00 3.63 Fix Fix 0.00 /MS 13 186.00 3.63 2 108.00 35.09 / ", 14 108.00 3.63 4 186.00 57.51 ....„y 13 265.00 3.63 6 344.00 57.51 1.1 344.00 3.63 9 422.00 35.08 10 422.00 3.63 Fix 0.00 ▪ 9 530.00 3.63 .0'N Member information Panel Type Perlin Lengths ICs Moment Lengths Design Loading Spading Actual Suckling Midpnl Pnlpnt (in) (in) (in) (in) (in) O Top Chord at 14.044 deg. (3.;51/12) /"'� 1-2 Heel Regular 108,65 5.2.55 0.48 99.90 91.90 2-4 R,aqular Regular 81.16 52,75 0.65 99.90 99.90 4-5 Regular Regular 92.20 53.43 0.65 99.90 99.90 Am% Top Chord at -10.044 deg. (-3.455J12} 5-6 Regular Regular 82.20 53.43 0.65 99.90 99.90 A". 6-8 Regular Regular 81.16 55.75 0.45 99.90 99.90 9-9 Heel Regular 112.49 57.52 0.51 99.90 99.90 • +. Bottom Chord at 0.000 deg. (0.000/12) 1-14 Beal Porch 104.00 51.30 0.49 99.90 99.93 "... 13-14 Regular Porch 71.00 00.70 0.65 99.90 99.90 12-13 Regular Porch 79.00 51.35 0.05 99.90 99.90 (11"k 11-12 Regular Porch 79.00 51.35 0.65 99.90 99.90 10-11 Regular Porch 78.00 50.70 0.65 99.90 99.90 9-10 Heel Cantilever 108.00 54.60 0.51 99.90 99.90 Web at 90.000 deg. (90.000/12) 2-14 Regular Regular 24.00 19.25 0.80 99.90 99.90 • Web at -19.246 deg. (-3.956/12) 2-13 Raqular Regular 78.4♦ 62.76 0.90 99.90 99.90 .0". Web at 90.000 deg. (90.000/12) 4-13 Regular Regular 46.49 37.19 0.90 99.90 99.90 • Web at -31.898 deg_ (-7.469/12) 4-12 Regular Regular 08.93 71.14 0.80 99.90 99.90 :Mk Web at 90.000 deg. (90.000/12) HiTuk 2020 5.200 .lob newer.: R!PAI.R [JO) Project-Ho.(Z!31PANO 4/30/04 11(46 Pile.;TA Page 3 eN poN .ew omN I~. A., Panel Type Design Loading Purlin Lengths Spacing Actual suckling (in) (in) (in) Ai Moment Length■ Kidpnl Pnlpnt lin) (in) 5.13 Regular Web at 31.998 6-12 Regular Web at 90.000 6.11 Regular Web at 18.245 8-11 Regular Web at 90.000 8-10 Regular Regular deg. (7,469/12) Regular deg. (90.000/12) Regular deg. (3.955/12) Regular deg. (90.000/121 Regular 59.21 88.93 46.49 70.44 74.05 33.36 0.60 71.14 3.50 37.19 0.80 62.76 0.80 1.9.25 0.80 99.9❑ 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 'Cox Type End Cozad. Length Start End (in) Area Section NoMent of Inertia llodu1ua X Y (in2) (in3) (in4) lino) Top Chord 1-2 seam 3-3 seam 3-4 Bean 4-5 Beam Top Chord 5-6 seam 6-7 seam 7-8 Beam 8-9 Beam Bottom Chord 1-14 Beam 13-14 Beau 12-13 Beam 11-17 Beam 10-11 Beam 9-10 Beam Web 2.14 Web 2-13 210.410 Web 4-13 Beam Web 4-12 Wab 5-12 Web 6-12 Web 4-11 Seise Web 8-11 Seam Web 8-10 Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Beam Pinned Pinned Pinned Pinned Pinned Pinned Ream Pinned Pinned Beam Pinned Pinned Bean Pinned Pinned Pinned Pinned Pinned Pinned Beal Pinned Pinned 108.65 44.41 36.76 87.20 02.20 36.76 44.41 112.41 104.00 78.00 79.00 79..00 71.00 108.00 31.45 84.10 53.81 95.63 76.60 95.63 53.89 64.10 31.45 10.875 10.875 10.675 10.175 10.875 10.875 10.675 10.873 10.975 10.875 10.875 10.873 10.473 10.875 5.250 5.250 3.250 5.250 5.250 5.250 5.250 5.250 5.250 13.141 13.141 13.141 13.141 13.141 13 .141 13.141 11.141 13.141 13.141 13.141 13.141 13.141 13.141 3.063 3.063 3.063 3.063 3.063 3.063 3.063 3.003 3.062 47.6 2.04 47.6 2.04 47.6 2.04 47.6 2.04 47.6 2.04 47.6 2.04 47.6 7.04 47.6 7.04 47.6 2.04 47.6 2.04 47.6 2.04 47.4 2.04 47.5 2.04 47.6 2.04 5.36 0.984 5.36 0.984 S.36 0.984 5.36 0.984 5.35 0.964 5.36 0.904 5.36 0.984 5.36 0.984 5.36 0.964 Nei7rk 2020 5.200 Job D..cr.: REPAIR 1.70) Proj.at-lio..Z tPAB0 4/30/04 11:48 9115.:17] P. 4 War Type Ind Cons. Length Are. 8.cti0n MoM.nt of Inertia Start Ind Modulus X Y (in) (1n2) (in3) (11241 lino) Basic Allaw.bl. 5 r..... (pri) Mbr rb n ry Fop Fo t 1-2 2300 1300 07 565 1900 1.80.*006 2-3 2300 1300 87 565 1900 1.00.+006 3-4 2300 1300 87 565 1900 1.00.+006 4-5 2200 1300 97 565 1900 1.80.+006 S-6 2300 1300 87 565 1900 1.80.+006 6-7 2300 1300 87 565 1900 1.80.+006 7-■ 2300 1300 87 565 1900 1.00.+006 0-9 2300 1300 07 565 1900 1.804+006 1-14 2300 1300 07 565 1900 1.80.+006 13-14 2300 1300 87 565 1900 1.80.+006 12-13 2300 1300 87 568 1900 1.80.+006 11-12 2300 1300 07 605 1900 1.80.+00C 10-11 2300 1300 87 565 1700 1.80.+006 9-10 2300 1300 87 565 1900 1.80.+006 2-14 850 475 87 565 375 1.40.+006 2-11 850 475 87 565 975 1.400+006 4-13 950 475 87 565 975 1..40.+006 4-12 850 478 07 365 975 1..40.+006 5-12 850 475 07 965 975 1.40.+004 6-12 850 475 07 565 975 1.40.+006 6-11 850 475 87 565 371 1.40..006 8-11 1350 776 87 480 1600 1.405+006 8-10 1350 775 97 400 1600 1.40.+006 NiT,k 2020 5.200 Project-No.:ZOMPANO 4/30/04 11:46 Job Desar.: REPAIR j.74) Yilr.:TO Page 5 • Loading LC 1: Regular Am., ow... Chord No. Type Distrib, Land-Dir Dir. Prod. Begin Va11 End Va12 Panelia) Top Dead Uniform Down X Yee 0-0-0 30.0 44-2-0 TC - Regular • Top Constr. Uniform Down X Yea 0-4-0 50.0 22-1-0 TC - Regular Tap Constr. Uniform Down X Yes 22-1-0 60.0 44-2-0 TC - Regular Bottom Dead Uniform Down X Yea 0.0-0 20.0 44-2-0 Other Chord & BC - Canty. 4 BC - Porch LC 2: C -C Wind Chard No. Type Dietxib. Land-Dir Dir. Prcj. Begin Yell End Va12 Panalfaa Top Dead Uniform Dews X Yee 0.0-0 10.0 44-2-0 TC - Regular 0... Top 1-5 Extwind Uniform N_Up X No 0-4-0 122.9 22-1-0 TC - Regular Top 5-9 IxtWind Uniform N_Up X No 22-1-0 132,5 44-2.0 TC - Regular .I'+• Top 1-5 IntWind Uniform N_0p X No 0-4-0 15.6 22-I-0 Other Chord & TC - Regular Top 5-9 IntWind Uniform N_Up X No 22-1-0 15.6 44-2-0 Other Chord & TC - Regular .6MK! Bottom Dead Uniform Dorm X Ysa 0-0-0 10.0 44-2-0 Other chord & BC - CantL. & ■C Porch Bottom 1-9 Extliind Uniform R_Up X No 35-2-0 96,5 44-2-0 Other Chord & BC - CantL. LC 3: let unbalanced Regular Chard No. Type Distrib. Load-Dir Dir. Proj, Begin Vall End Va12 Panel (a) Tap Dead Uniform Dam X Yes 0-0-0 30.0 44-2-0 TC - Regular I"� Tap Constr. Uniform Down X Yes 0-4.0 60.0 22-1-0 TC - Regular Bottom Dead Uniform Down X Yea 0-0-0 20.0 44-2-0 other Chord & BC - CantL. & BC - porch • ' LC 4: 2nd unbalanced Regular Chord No. Type Distrib.. Load-Dir Dir. Proj. Begin Vail End Val2 Panelfa} .tea Top Dead Uniform Down X Yes 0-0-0 30.0 44-2-0 TC - Regular Top Constr. Uniform Down X Yes 22-1-0 50.0 44-2-0 TC - Regular OP,, Bottom Dead Uniform Down X Yea 0.0.0 20.0 44-2-0 Other Chard & BC - CantL, & BC - Perch ow., r -w MiT.k 2020 3.200 Project-Mo_.'SaRPRNO 4/30/04 11x40 Fob nesar.: IMPAIR 9.701) File .: TD Page 6 LQ3DCASE 12 Lumber VOL . 1.00 Rapnlar a Trims Spacing' 2-0-0 Leading (plf) (global Referana. Frame) Start End ▪ Panel Vert./ Boris./ Vert./ Horis./ Normal Parallel Normal Parallel t"k Top chord Ti 1-2 90.0 -0.0 90.0 -0.0 proj. • T1 2-3 90.0 0.0 90.0 0.0 prof. 77 3-4 90.0 0.0 90.0 0.0 pro. • 77 4-5 90.0 -0.0 90.0 -0.0 proj. 71 5-6 90..0 -0.0 90.0 -0.0 proj. • 72 6-7 90.0 0.0 90.0 0.0 proj. Ti 7-5 90.0 -0.0 90.0 0.0 prof. • 71 0-9 90.0 -0.0 90.0 -0.0 proj. Bette. chord Oft, 91 1-14 20.0 0.0 70.0 0.0 proj. 51 14-13 20.0 0.0 20.0 0.0 proj. 12 13-12 20.0 0.0 20.0 0.0 proj. 12 12-11 20.0 0.0 20.0 0.0 prof. /"k 81 11-10 20.0 0.0 20.0 0.0 proj. 11 10-9 20.0 0.0 20,0 0.0 proj. Mahe Note: Load. not marked ro eated P i e, (paej), are loveds normal to and parallel to the member. oioN Member Farces (Loral Reference Fran') Asok Panel Start Panel End Max. Shear Axial IWm.nt 9haar Axial Moment Panel /f Force Farce Faroe Force Bement (lb, (lb) (lb -in) (lb) 11b( flb-ins (1b -in) AmN Top chord 77 1-2 370 -4713 2891 377 -4487 -3242 5052 Ti 2-3 2811 -3457 3242 19 -3395 2739 1275 T2 3-4 -13 -3390 -3739 274 -3325 -2644 1956 • T2 4-S 255 -2255 2644 314 -2094 -5049 -1930 13 5-6 336 -2090 5049 233 -2252 -016 3110 od"► 72 6-7 169 -1443 016 86 -1517 717 1246 T1 7-11 -811 -1517 -717 393 -1605 -9913 -6950 ▪ 71 8-9 446 1373 9913 332 1146 -3470 -3509 Bottom chord /". 81 1-14 69 4404 -2551 104 4404 1056 4233 91 14-13 51 4404 -1006 79 4404 -31 1857 ek 82 13-12 49 3271 11 83 3371 -1350 -757 92 12-11 103 1434 1358 20 1434 1615 1854 " 91 11-10 -33 -1193 -1615 143 -11113 -60/0 -4791 81 10-9 175 -1193 6010 2 -1193 3475 -4186 Nab. :f1 14-2 0 155 0 0 159 0 0 92 2-13 0 -1222 0 a -1222 0 0 r1". 92 13-4 a 585 0 0 SOS 0 0 114 4-12 0 -1410 0 0 -1410 0 0 Ook R5 12-5 0 531 0 0 531 0 0 W4 12-6 0 806 0 0 006 0 0 Imk 53 11-6 0 -1064 0 0 -1064 0 0 55 11-8 0 2833 0 0 2833 0 0 !'... MiT.k 2020 5.200 sob D..cr. i ZZPAla (JG) Pruett-Zo.:ZUMPAMO 4/30/04 11i40 Ti1..:TD Page 7 W7 10-() Pan.1 ()tart Panel Ind Max. Shear Axial Inesnt 8h.ar Axial Mor.nt Panel Force Fort. Fero. Force Maaant 11h1 (1b) (lb -in) (1b) (lb) (lb -in) (1b -in) 0 -2693 0 0 -2603 0 0 Reactions (Global R.i.r.ne. Irarsf.) Joint Id. Vertical IGcris. Meant (lb) (lb) (lb -in) 0.ari.ny Width link 1 -1780 0 0 20 -2033 0 0 ▪ MiTek 2020 5.200 Job Deacr.: REPAIR (J0) •`%. Stress Report for Loadaaaa 1. .. Hawker Design Toroea (0 Axial 4 Moment: Panel Start r"k Project-M0.:SOMPANG File.:TD etreea Cheait needed) Midpane1 Rid Axial Moment Axial Newt Axial Moment r~ Top Chord Ti 1-2 -4713 -2065 -4601 5053 -4467 -2315 T1 2-3 -3467 -2315 -3404 1975 0 0 T2 1-4 0 0 -3368 1956 -3325 -1888 A~ T7 4-5 -2218 -1888 -2111 -1930 -2094 -3607 72 5-6 -2066 1607 -2165 3110 -2235 619 T7 6-7 -1443 -583 -1491 1246 0 0 t 1 71 7-8 0 0 -1589 -6950 -1605 -9913 T1 8-9 1371 -7081 1350 -3809 1146 -2464 A, Bottom chord 81 1-14 4404 3522 4404 4333 4404 2078 Os*. 81 14-13 4404 1431 4404 1857 4404 537 R2 13-12 3271 218 3271 -757 3271 -970 0-.,, 82 12-11 1434 -1358 1434 1814 1434 1786 81 11-10 -1193 1415 -1193 -4791 -1193 -6010 31 10-9 -1193 -6010 -1193 -4186 -1193 3479 Nabs A"• 81 14-3 155 0 155 0 156 0 82 2-13 -1222 0 -1222 0 -1222 0 43 13-4 585 0 585 0 565 0 Om° 84 4-12 -1411 0 -1416 0 -1416 0 N5 12-5 531 0 531 0 531 0 I". 84 12-6 604 0 606 0 006 0 143 11-6 -1064 0 -1064 0 -1044 0 !k 86 11-6 2033 0 2033 0 2831 0 87 10-6 -2693 0 -2693 0 -3693 0 og.y Panel Lumber 9/AT War CSI Sa; Purl in apnea Top chord Tl 1-2 2X1 1S 0.15 0.35 0.50 0.30 0.00 ▪ T1 2-3 2X6 89 0.03 0.06 0.11 0.23 0.00 T2 2-4 2X3 88 0.03 0.07 0.10 0.22 0.00 e% T2 4-5 71x8 8S 0.01 0.12 0.13 0.25 0.00 72 5-4 2*8 103 0.01 0.12 0.13 0.27 0.00 ?I"+ 72 6-7 2X8 98 0.01 0.04 0.05 0.13 0.00 T1 7-8 2X8 81 0.01 0.33 0.33 0.31 0.00 A^ 11 8-9 3x6 SS 0.10 0_23 0.33 0,35 0.00 Bottom chord /"... 81 1-14 7x6 as 0.20 0.37 0.57 0.08 0.00 81 14-13 296 96 0.31 0.06 0.37 0.04 0.00 82 13-12 7X8 SS 0..33 0.03 0.26 0.07 0.00 82 12-11 294 SS 0.10 0.04 0.16 0.08 0.00 81 11-10 7x6 SS 0.00 0.20 0.20 0.13 0.00 • 31 10-9 2x'1 8S 0.00 0.20 0.20 0.14 0.00 Kebe 81 14-2 264 No.3 0.04 0.00 0.06 0.00 0.00 92 2-13 7x4 010.3 0.46 0.00 0.44 0.00 0.00 elk 93 13-4 2x4 110.3 0.23 0_00 0.33 0.00 0.00 114 4-12 2x4 No.3 0.46 0.00 0.65 0.00 0.00 " 145 12-5 2x4 NO.3 0.21 0.00 0.21 0.00 0.00 84 12-6 3x4 10.3 0.32 0.00 0.32 0.00 0.00 4/30/04 11:46 Papa 6 MiTsk 2030 5.200 Job A..or.r RZPA2.R (7u) Projaet-110. x$b11PANO lila.tTD 4/30/04 11:43 Page W Lumbar PAY 14/Z1 051 331 Purlio Spoon V3 11-1 Vi 11-$ W7 10-2 2x4 W0..3 2x4 iio.2ND 2x4 Iie . 2 NR 0.37 0.00 0.37 0.00 0.70 0.00 0.70 0.00 0.39 0.00 0.39 0.00 0.00 0.00 0.00 Sat Lumber PAT M/zr COI Sal Pur11a Id. apace MiTtik 2020 5.200 3,010 Decor,; REPAIR (JO) Project-Po.:',.iIMPANO 4/30/04 11:48 File.rTD Page 10 LOADCAS5 2: Lumber DOL • 1.33 C -C Wind Truss Spacing: 7-0-0 Loading (pit) (Global Referenee Fracas) Panel Start End Vert./ Matrix./ 'Cart./ Hari1./ Normal Parallel Normal Parallel Tap chord Ti 1-2 -138.5 -41.9 -128.5 -41.9 proj. T1 2-3 -128.5 -39.0 -130.5 -39.8 prof. 71 3-4 -128.5 -39.8 -128.5 -39.8 prof. T2 4-3 -128.5 -39.8 -128.5 -39.0 proj. T2 5-6 -130.5 39.8 -128.5 39.8 proj. T3 6-7 -128.5 39.8 -128.5 39.8 proj. T1 7-8 -128.5 39.9 -128.5 39.0 proj. Tl 9-9 -121.5 40.4 -128.5 40.4 prof. 3attom chord 51 1-14 10.0 0.0 10.0 0.0 prof. 51 14-13 10.0 0,0 10.0 0.0 proj. 53 13-12 10.0 0.0 10.0 0.0 proj. 52 12-11 10.0 0.0 10.0 0.0 proj. 51 11-10 10.0 0.0 10.0 0.0 proj. 51 10-9 -06.6 0.0 -86.6 0.0 prof. Web• rote: loads not marked projected, (prof), are loads normal to and parallel to the member. Member Force. (Local Refarsnce Trmee) Panel Start Panel Ind Max. Shear Axial Moment Shear Axial Moment Panel Force Force Porte $01c■ Moment (lb) (lb) (lb -in) (lb) Ilb) (lb -in) (lh-in) Top chord T1 1-2 -564 4607 -6302 -587 4632 6443 -6813 71 2-3 -461 3468 -6443 -17 3478 -3405 -2442 T2 3-4 17 3470 3406 -414 3486 4517 -2432 T2 4-5 -407 2272 -4517 -478 7291 7478 3758 T2 S-6 -509 2217 -7478 -377 2264 2021 -3270 72 6-7 -264 1086 -2021 -132 1072 -414 -1220 T1 7-8 132 1079 414 -610 1070 16061 11463 Ti 1.9 -727 -2569 -16061 -486 -7594 2492 6120 Bottom chord 51 1-14 78 -4240 6302 8 -4240 -2655 -5532 51 14-13 51 -4240 2653 14 -4240 -1325 -2383 32 13-12 53 -2843 1325 13 -2843 328 -836 32 13-11 -78 -496 -320 44 -496 -4489 -3773 81 11-10 238 2627 4489 -173 ]627 11374 10196 51 10-9 -520 1627 -11574 -259 2627 -2492 -7152 Webs WI 14-2 0 59 0 0 59 0 0 W2 7-13 0 1507 0 0 1507 0 0 W3 13-4 0 -497 0 0 -491 0 0 14 4-12 0 1697 0 0 1687 0 0 WS 12-5 0 -315 0 0 -315 0 0 W4 12-6 0 -1154 0 0 -1154 0 0 11 I1-6 0 1392 0 0 1592 0 0 W6 11-8 0 -3367 0 0 -3367 0 0 M12*k 5020 5..200 Project-1b.:IOMPAM 4/30/04 11148 Job fDeecr.3 22PA1R f.7G) ►ile.:7>} Page 11 Pans]. Start Panel 2nd Max. /s► Shear Axial Meant Shear Axial Moment Panel Force Yore, Force Soros Moment (lb) (lb) (ib-in) (lb) (lb( (lb -in) (1b-ini - 27 10-8 0 3558 0 0 3558 0 0 Reactions Michel Aeisrsoca Srassi `Point Vertical Ncris. Moment bearing Width Id. (110 ilbl (ib-in) finl 1 1siS -0 0 10 4251 0 r�► Owft AwN r^► rft Mi2+ek 2020 5.200 Job Dolor.: IMPAIR (30) Projeet-NO.:ZVMPANO 4/30/04 11:48 File, :TB Page 12 Stress Report for LQad:a.e 2. Member a.ign Pare.. (0 .Axial 4 Moment: NO stress check neaded) passel Start Midpan.l Mod oak Axial Moment Axial Moment Axial M0m.lt 'Mg Chord eN TI 1-2 4507 4502 4619 -5813 4632 4602 0", T1 7-3 1468 4602 3479 -2442 0 0 T2 3-4 0 0 3478 -2433 1466 3227 T2 4-5 2272 3237 2289 2768 2291 5306 A' T2 5-6 2282 5306 2271 -3270 2264 1444 T2 6.7 1068 1444 1012 -1220 0 0 '~' T1 7.6 0 0 1071 11463 1070 16061 T1 8-9 -2569 11472 -2572 6120 -2594 1780 i1°'.. bottom chord 81 1-14 -4240 -6302 -4240 -5532 -4240 -2655 • 111 14-13 -4240 -2655 -4740 -2283 -4240 -1725 82 13.12 -3843 -1225 -2843 -6.36 -2843 407 AN., 82 17-11 -496 328 -496 -3773 -496 -4489 81 11-10 2627 -4489 2627 10196 2627 11574 81 10-9 2627 11574 2637 -7112 2627 -4872 Heber 11 14-2 59 0 59 0 59 0 1"', 82 2-13 1507 0 1507 0 1507 0 83 13-4 -497 0 -497 0 -497 0 h 84 4-12 1687 0 1687 0 2647 0 its 12-5 -315 0 -311 0 -315 0 ..0, W4 13-6 -1154 0 -1154 0 -1154 0 11 11-5 1592 0 1592 0 1592 0 ,dm., 86 11-8 -3367 0 -3367 0 -3367 0 W7 10.8 3558 0 3556 0 3156 0 oar • Panel Gumb.r P/AF M/217 CSI SS/ Pur11n Space • Top chord T1. 1-2 2x1 SS 0.24 0.62 0,88 0.35 0.00 • T1 2-3 288 SS 0.18 0.11 0.30 0.37 0.00 T2 3-4 382 SS 0.19 0.08 0.27 0.25 0.00 rA T2 4-5 288 SS 0.12 0.13 0.28 0.29 0.00 T2 5-6 2x5 11 0.12 0.13 0.25 0.30 0.00 A T2 4-7 288 SS 0,06 0.04 0.09 0.16 0.00 Tl 7-8 288 S8 0.06 0.40 0.45 0.34 0.00 %4 T1 8-9 280 SS 0.01 0.29 0.29 0.43 0.00 Bottom chard rs., 81 1-14 288 83 0.36 0.64 1.00 0.05 0.00 B1 14-13 2X8 S5 0.02 0.07 0.09 0.03 0.00 000... 82 13-12 288 SS 0.01 0.03 0.04 0.03 0.00 52 12-11 288 SS 0.00 0.11 0.11 3.06 0.00 81 11-10 281 9S 0.14 0.29 0.43 0.14 0.00 • 81 10-9 283 SS 0.14 0.39 0.43 3.31 0.00 Web. /"+. 81 14-2 284 80.3 0.02 0.00 0.02 0.00 0.00 111 2-13 214 Ne.3 0.45 0.00 0.45 0.00 0.00 • 9/3 13-4 284 No.3 9.16 0.00 0.16 0.00 0.00 W4 4-12 284 No.3 0.51 0.00 0.51 0.00 0.00 rti 81 12-1 2x4 No.3 0.21 0.00 0.71 0.00 0.00 004 12-6 284 100.3 0.51 0.00 0.51 0.00 0.00 Iti HATmk 2020 6.200 Job Ds/cr.: RIPAIR (J0) Project -160.: Ze7MPA110 4/30/04 11:46 ?i16.:TB Page 13 P.n.1 Lumimom PAP M/8T CSI BSI Purlin Space /', 113 11-6 2x4 210.3 0.49 0.00 0.4! 0.00 0.00 X6 11-! 2x4 MO -2ND 0,.59 0.00 0.59 0.00 0.00 opm.. W7 10-0 2x4 N0.2ND 0.66 0.00 0.66 0.00 0.00 sat Luwbor P/17 M/ZT C91 BSI Puxlin Id. Spxa emk 1M'h ek om- ook- f► A N1'hk 2020 5.200 Project-1Io.:8044PA10 4/30/04 1144 Job D.sar..: REPAIR (313) 7il..:TD Page 14 r'+ idiRDCDSR 3: Luster W7.. 1.00 1st anbal.ac.d Regular Truss Spacing: 2-0-0 Loading (plf) (global Reference Fram.) Aok Start Mad , Panel Vert./ Boris./ Vert./ Boris./ Normal parallel Normal Parallel Tap chord Ti 1-7 90.0 -0.0 90.0 -0.0 proj. 21 2-3 40.0 0.0 90.0 0.0 piej. T2 3-4 94.0 0.0 90.0 0.0 prof. • 72 4-5 90.0 -0.0 90.0 -0.0 prof.. 77 5-6 30.0 -0.0 30.0 -0.0 proj. 72 6-7 30.0 0.0 30..0 0.0 proj. 71 7-5 30.0 0.0 30.0 0.0 proj. /"* T1 8-9 30.0 -0.0 30.0 -0.0 pio - Bottom chord M++. R1 1-14 20.0 0.0 20.0 0.0 proj. 01 14-11 20.0 0.0 20.0 0.0 proj, ,".. 92 13-12 20.0 0.0 20.0 0.0 proj. 92 17-11 70.0 0.0 70.0 0.0 prof. - R1 11-10 20.0 0.0 20.0 0.0 proj. Ill 10-9 20.0 0.0 70.0 0.0 prnj. rte. Nabs Pate: Loads not warted projected, (prof), are loads normal to and parallel to the somber. oak. Nemb.r Force. (Local Reference Trains) Panel Start Panel Ind Max. Shear Axial (foment Shear Axial Meant panel - Faroe Force Form. Force Nom(ant Ilb) (110) (lb -in) (lb) (lb) (lb -in) (lb -in) Top chord - T1 1-2 170 -4452 2922 377 -4727 -3308 5019 T1 2-3 284 -3721 1308 23 -3132 2484 1804 T2 3-4 -23 -3132 -2496 270 -1059 -3051 1774 T2 4-5 279 -1947 3051 290 -1804 -3513 1837 22 5-6 140 -1045 3513 42 -1999 864 -2373 • T7 6-7 30 -1261 •004 55 -1205 416 1062 21 7-8 -55 -1295 -416 157 -1315 -4207 -3000 " T1 8-9 162 583 4287 97 S00 -593 -2606 Bottom chord " 81 1-14 67 4155 -2921 106 4155 916 4283 31 14-13 57 4155 -916 79 4155 -62 1742 92 11-17 51 3017 62 81 3017 -1263 707 92 12-11 90 1220 1263 42 1220 658 1175 • 91 11-10 0 -515 -650 122 -515 -3376 -2921 81 10-9 131 -515 3876 49 -SAS 593 -2509 .0%. Nebo N1 14-2 0 158 0 0 150 0 0 92 2-13 0 -1227 0 0 -1227 0 0 N3 13-4 0 587 0 0 507 0 0 N4 4-12 0 -1456 0 0 -1456 0 0 .."'` N5 12-5 0 507 0 0 087 0 0 94 12-6 0 719 0 0 719 0 0 /k 93 11-6 0 -650 0 0 -650 0 0 96 11-8 0 1870 0 0 1670 0 0 r"'• NiTek 2020 5.200 Proj►at-No.:EUMMAI=D 4/30/04 71:44 Job Cesar.: =PAIR JQ) Fi'le.!TP Page 15 ,r+ Panel Start Panel Ind Max. /i+ Shamir Axial Naaant Sheer Axial Moment Panel Force Force Foram Toren H0.ent om• flb) (lb) Ilb-in) (lb) flb) (1b -in) (1b -in) W7 10-4 0 -1533 0 0 -1533 0 0 Reactions (global Reference Frsoe) Joint Vertical Hort:. 7lenant Rearing Width Id. (112) (lb) (1h -in) (in) . 1 -1710 0 0 10 -1746 0 ION Pak NiTuk 2020 5.200 PrOjSct-50,3N0•IPA54 4/30/04 11:4l Sob Drier.: REPAIR (J{) Tils.37D Pegs 16 Stress Report for LOadaass 3.. Nasbsr Design Toros (0 Axial 9 Norunt: 110 stress check needed) Panel Start Nidpansl Ind Axial Moment Axial Moment Axial Neoent 0., Tap chord 71 1-2 -4453 -2086 -4341 5019 -4227 -2363 T% 71 2-3 -3221. -2343 -3139 1504 0 0 72 3-4 0 0 -3132 1776 -305'9 -2179 T2 4-5 -1967 -2179 -1887 1537 -1804 -2509 72 5-6 -1945 -3513 -1850 -9373 -1894 1179 72 6-7 -1766 1034 -1269 1062 0 0 0"\. 71 7-8 0 0 -1309 -3088 -1315 -4287 71 5-9 553 -4257 576 -2606 508 -424 A.. Bottom chord 81 1-14 4155 2632 4155 4283 4155 1928 00% 81 14-13 4155 1275 4155 1742 4155 492 82 13-12 3017 204 3017 707 3017 -903 82 12-11 1220 -1263 1220 1175 1220 934 81 11-10 -315 674 -515 -2921 -515 -3826 0.*. 111 10-9 -515 -3826 -515 -7509 -515 1036 Webs Adm. 511 14-2 158 0 158 0 158 0 V2 2-13 -1227 0 -1327 0 -1227 0 53 13-4 587 0 537 0 587 0 V4 4-12 -1456 0 -1456 0 -1456 0 115 12-5 487 0 587 0 507 0 ..'M V4 12-4 719 0 710 0 719 0 V3 11-6 -650 0 -650 0 -650 0 e 116 11-8 1870 0 1870 0 1870 0 V7 10-8 -1533 0 -1533 0 -1533 0 • Panel Lumber P/A7 MAST Csx SSx Purlin Space lap chord 71 1-3 211 SS 0.14 0.33 0.46 0.30 0.00 71 2-3 2x8 SS 0.02 0.08 0.10 0.23 0.00 72 3-4 2x8 88 0.02 0.07 0.09 0.22 0.00 72 4-5 2x1 98 0.01 0.08 0.09 0.23 0.00 72 5-6 272 SS 0.07. 0.12 0.12 0.12 0.00 72 6-7 2x8 SS 0.00 0.04 0.04 0.04 0.00 71 7-8 2x5 88 0.00 0.14 0.15 0.12 0.00 '' 711 9-9 2x1 83 0.04 0.14 0.10 0.13 0.00 Sotto. ahord oak 81 1-14 2x1 SS 0.13 0.35 0.53 0.08 0.00 111 14-13 3x1 SS 0.29 0.06 0.35 0.06 0.00 .,, 112 11-12 2x8 88 0.21 0.03 0.24 0.03 0.00 111 12-11 7x1 88 0.09 0.04 0.13 0.07 0.00 s'� 11 11-10 3x8 88 0.00 0.13 0.13 0.10 0.00 01 10-9 2x5 SS 0.00 0.13 0.13 0.10 0.00 Mats • M1 14-2 2x4 $.3 0.04 0.00 0.06 0.00 0.00 102 2-13 2x4 116.3 0.46 0.00 0.46 0.00 0.00 • V3 13-4 2x4 50.3 0.24 0.00 0.24 0.00 0.00 114 4-12 2x4 50.3 0.67 0,.00 0.67 0.00 0.00 • V5 12-5 3x4 NO.3 0.24 0.00 0.24 0.00 0.00 74 12-6 2x4 50.3 0.29 0.00 0.29 0.00 0.00 NiTek 2020 S.200 Sob O./cr. a REPAIR Oa) Projeot-No.:ZWiPAWO 4/30/04 11:41 71.14.:TD Pape 17 Panel Luber P/Al N/Z! CSI SSI Perlin Space. WZ 11-6 2x4 No.3 0.23 0.00 0.23 0.00 0.00 W1 11-1 2x4 Ne.2ND 0.46 0.00 0.46 0.00 0.00 W7 10-1 23E4 Nc.2ND 0.22 0.00 0.22 0.00 0:00 Jet Lubber P/AI Mar CII SST Purlfn IS. Space ;6a9C*1J * Mire . 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RT12 12" a 455 --- RT14 _ _ 14' 1D 435 745 RTIS 1a" 12 980 90$ 51118 ia" 14 745 1020 R T20 . 20" 14 000 1020 56122 2 2" 1a 1220 1/62— _ R124 , 24" is 1444 1420 RT24 24" 19 1020 1020 MOO 24" 14 34710 1020 RT 32 22" 1e 1024 1e, - 4t:3 4 i0 '1010 1020 RTT5 34" 10 1020 1020 Mae 2 i 14 1020 41020 _ RUC AO" 14 1020 44020 RT44 44" 10 1020 1020 8144 4e" 15 1920 9024 yrt,raak 11Th R Mtn 1011/1.1.141;144to MI N M ) IMIDAC rw.t goiev4WIED COI 11'& 14111 segt hieb re 1,1101 no" awrie t rrr 3011 t wat two 01 001s10i, 43, Mrs rol, 1 1k�w1 1 � 7 .iRY1f 1) UN •poirs umm. suns: t t tr & a was LOa�sut taw suns: 11a1rfK /' r0 agar ~lift 4 a■ gauzy raw lii WO if 1K ra. i r �•r:r ar wi'jr1�. . 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' mi. nvisiso 1'130 .4 Alai Ai Si* 4 1 1...,mwK 1 1 ) 1 ? ) 3 ) )- ) reaskiCt COW slat - PM [Ms1PK1 ht tA31r rs • Itwrfuki 4il fv*iti &11 4&1 r **• rowW[ v N f Mtslrs -411171 1 3w 4lp 41r1 *mei ' et - a )ii I an 3 art 1 )14 Jai Imo OM at/ t!q • MI • MA[tf • — U .1 1 a, f 4 art a art 1 Ws) ails M+ star Pao . 1414 • EMS �. .w.r� air a• ' lil .1 W alp i1 w av vre r. oval JrR 4' 41 tp Mrsrirt i' 4+ roMr • t **•t-, 1•rs r ai*snr sr Mi.0 b. a Au er* tar 1 weir 3 saa ..a is rani sore wall ♦ ■i 1116 f rS.14w N Limo . TY PICAL ii. 1C 1NSIA LLAT J HJC ► lYnu[ t O)E i1Eta. TuALASTA rT O.4 rwribtrf itpC*-M.40bakb.0 a 0411 ) Goa= if M a A mums _low maw siiL1*1 JUStt - an . 4 11'16 a 111 1 ]1 4• 1 - 441 MP. 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TYPICAL . 4Ji 1HST* LLA TIIIui fit WRAI 11t r% 41 slut 1.041 =wpm 10 431,4 4L4S 17711C767101. 7001 3E 4i*1n *hp w M444 w�M adkoll ( roamit. it ai rmiwAlRi wq LPI 01 Mi Nara 4 Ltllimelltaito i Tan TI Ail f 100[ laPt MO. 4.011 t31Mfll t up • •1 aa i 1.13a716 6 steal 110101 2i f i* 7 01011t PE EN a*1r w116'r 'AMP • 01 £( 41vAR 1*114 — *WO 130 hi witsfa•L S(1eO.1 1'61Grar.tlrhi4t r8N Wee 118.1 1M1 CAMAN 1r llfa 1* R*MI nit 3WT4 €4*r 1CLLT1v rye 4 4.'434 a 11111411 ; ICU rcIr1A.i m• oreas4*44f 1I1rl AZT* *lira ar in&st keg IMMO STILL 7117 5 BMO C tJL '1Q 1OWTGD Eirr *451.101.9 FACE MST JOIST HANGERS sot. _im la_ DQAVJNG Niii1 ERs s 0141 1.4 4)111 MJHJLR.. <490}1 3 a° �° T$ OMlAS I1. MOEN , P.E. CI VIL MADER 111_0 0899 OraradrirlldrArfIalrArjrArAearAFAIFArdrarp lt 09.62_,13 9 11? BZ� PTS"T__7 OF CORAL GAIIIL!1 '"�" �"' " fUECTION REPORT 010 sic ��� xcs� rAI.5O _TIE BEAN --01 FLOOR PREREUU I S I TE EL ir APPLICATION WARPNOMA I Cl TRLIi. IUN i . 3 5 3317333 0/4 FA FA 'PA FA IVA FAO FAO FrA0 W/ GRACE ESCALQNA Og°1 950 LUGO AVE CORAL GABLES FL 331 321 DAVE IGNIMULED O STOP ALL WORK O VIOLAWILMMING LAW ❑ APPROVED )31 REJECTED COMMENTS FROM TH# INSPECTOR: DUE TO: /0 0 01 r O APPROVED PLAN NOT B NG OLLOWED ❑ PERMIT NOT ON JOB • APPROVED PLANS NOT • N JOB * REINSPECTI+ /14AL- VIOLATION OR NOT R _, DV T?&"66.q1-- cist fL4t-hi 6. . 0101.- 1-16111 • THERE 13 AN AUTOMATIC RE I NS PELT I ON FEE FOR THOSE I NSPECi -►REJECTED i , : 0 oo , . , I) WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINEPECTION PEE MUST SE PAID WORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMEIER TO SCHEDULE AN INSPECTION FOR ME NEV DAY BUIi.DINQ # ZONINO: FIR tNSP r DR 507 SIi3MA7L .`� 440 5245 t, LIAVE PUBLIC WORKS: 460-VLAZ 6d i 7$. x�iFEC70R Adir 1' 44n4 -02i FAI /�//r/r OFFLD;APIAPFAFAVAPFArrararrAirarldrArArdira rairp ipispicTioN µuuees+ I OF CORAL GABLES il�sr[crksra cAntoomY /62_13655_57978_RZLDM 4_ �� _PTB- ECTI }M REPORT 01°. 513E ApprtESS �� 6 _ 11 __ _ :1#i I ii■7:-I.ti+Jy ■NTRA T+- $ 1 w • NOD TIE BEAM - 01 FLOOR - PREREQUISITE EL #10 ElSTOP ALL NWORK y ❑ VIOLVe) J,1ZJSING LAW % 0 ::::: 0 E APPR REJ COMMENTS FROM THE 1 1000 01111°° VED TED PECTOR- DUE TO: * THERE IS AN osrin3 7ul1P4Na a TOMA EI SPEC WORK OF THIS CATEGORY REMOVAL OF THIS CARD IS ILLE $ EASE UNT AND BJE ❑ APPRO ❑ PERM • ON • OB ❑ 'PR. D S NOT G * -EI TION FEE W/ GRACE ESCALONA 850 LUGO AVE CORAL GABLES FL 331366321 BEI c F JOB 65 L•WED 00000 000° 000° 000° NOT READY 000° 00° TI• FEE F. THOSE INSPECTIONS REJECTED 00000 APPROVE ' ORRECTIONS ARE MADE. 00°1 00°°° 00°°° PluI1IC WORKS: ON OR FINE, * REINSPECTION FEE MUST SE PAID 'WORE CHEDULING ANOTHER INSPECTION.. CALL THE APPROPRIATE PHONE NUMSER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONING: FIRE: 2. OFFICE 2. INSPECT AlrArAirAir oppr ArArAreArairArArAniceerArAirandrArip +ksPEcrla+r NUMBER CITY OF CORAL GABLES 07011216 TRUCTURAL INSPECTION REPORT II 850 LUGO AVE CORAL lAY SEC 1011g1° N41 I FINAL - STRUCTURAL CONTRAMA ROBERT R SMITH CONSTRUCTION C SMITH ROBERT R as con ON,GTI FCTrOFi,.. 30 246. 0/0 pow NUA16£R __ ��rTT I.r wT uu. - .i•2 i- •aucI'P,.T- . 04060529 004036 - O . } �•OBSC§VAT I.ON 000PECK. INTER fI AiL.T. E::TERIOfR ST 1 AIRS, & BLOCK UP OPENING $1Br OWNERS NAME JOSEPH ZUMPANO & 51180060250 W/ GRACE ESCALONA OA�E scr+taal� 6 DATE q C1Ib 0,11°161411/ Oill5fi7 STOP ALL WORK 17 tiv--cl A D 0 VIOLATION OF ZONING LAW PERM T NOT ON JOB 0 APPROVED PLANS NOT ON JOB 0 * REINSPECTION FEE APPRO �. 0 REJECTED0°4 E TO:E VIOLATION OR NOT READY 049 * THERE IS AN AUTOMATIC REINSPECTION FEE FOR 'THOSE INSPECTIDNS REJECT 00001° COMMENTS FROM THE INSPECTOR - 0111111 WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALI, THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING ZONING: a ["y -5245 FIRE: 460-55`6 3 PUBLIC WORKS: 460-5026 PRQPERTT CODS 850 LUGO AVE CORAL GABLES G 33 f 561^.3? t, LEGAL oESCR(MN, 1110:111:1 COA1Al1ETs TO TNrIFJPFCTOR APPROVED PLAN NOT BEING FOLLOWED .N5PECT{if1NUMBFTi 5m'GNNAT 00# ‘- 2-- I it_ </Ad -.5" ��Ar 1. lEAYE AT F#CE 3. t!i$t>EGTt1p CQp�V A IF FAO rAdrA id FA F F. 4 P PA F FA A FA KiliPW FA fir an r. A Fro 0 . ZQN I NG CORAL BAY SEC B 014 00°1 me Virgi4r987 c. AcM974 / -0 { 51160060250 fQBEPH UMPAN T _ C9M' E+Q1'B To Till: If1S7 TQA 40°6° 41,115 01.111"/ COMMENTS FROM THE INSPECT:Rij- REJECTED DUE REINSPECTION FEE FOR rHosE INSPECTIONS REJECT VIOLATION OP NOT READY 0 .._ E nasrecr� ❑ STOP ALL WORK ElAPPROVED PLAN NOT BEING FOLLOWED 1111 VIOLATION OF ZONING LAW ❑ PERMIT NOT ON JOB 111 E]APPROVED PLANS NOT ON JOB ❑ * REINSPECTION FEE 1111°°411/461° 011°11/ E .4 WE TYPE N901 CQytIPACTOff INSPECTION NUMBER 07011217 NAL .- ZONING CITY OF CORAL GABLES INSPECTION REPORT RO!ERT R SMITH CONSTRUCTION C AFPL iat6c3N NUIa1�TA1 29 # 04036487 mrptiopg 3052350535 2465112 030E ADDITION (85 S.F. ) .OBSERVATION DES.. INTER l iR ALT, EXTERIOR ST AIRS, & BLOCK UP OPENING $18,00C, PROPERTY CODE ...._._ __. ..._. ER !W W/ GRACE ESCALONA 850 LUGO AVE CORAL GABLES G 331566321 BUILDING i ZONING: ev WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * AEINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PRONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY 460-52,45 FIRE: 460 " 563 r eg:: Orgi0 fArdig PUBLIC WORKS: 460-5026 irrAirAirAPP-Afr AO +MSPfCTG+R NUMBER S"ONYLTIJFI L' __ { 1 LEAVE SITE x. 4FFIC1? �. 111SP[CTC;R Gp#Y aort6867 221 North Krome Avenue Homestead, Florida 33030 (305) 247-6150 AWFITECTS & RANKERS AA F000077 • • • • N M • • • Sheet No. of %rejaV Location '�rCIA a'LES • Pipette* • By W• • Date -7IJNIPAN (7 RESIDE.NGZ -AC[-D("T'jblJ 1 f Grp S`(44a vials Y" Wt./ Vilk1C04 "A PM C0145 -1T Pier45 IZE ' 373-f.4-`' w s c," H 1014 io' 51� f 4.111U -ti STogivi P EA --94-,+o WI kIP 1)664614, E 7-0Q - 142 H 1 Pek. Ocrizt. F PtaN ;4_ 741 12.'11411.1 MI6 E* 1MJc.E atz31441P L o, covx,44-47cD go_ tit AT 1MWHIi4Gr WA. IP 06 - O4-tc , O$ �LEua�1"Io1J µrs 1 - AMA PAWLS Pa6RQP, eb, tt&-E, Ps, skurnits 1 l r�-- . I M•a, 4 Page I of 1 • • yam• a., • a • FLORIDA BUILDING CODE, 2004*RESIDENTIAL .• DESIGN PRESSURES FOR COMPO ENTS & CLq, D1r [i .•. .,. • tea, Building Information Wind Velocity (mph): lmportence Factor: Exposure Category: Directionality Factor ad): Internal Pressure Coefficient +1. Mean Roof Height (R): Building Width (ft): Building Length (11): Roof Slope (x:12): Width of End Zone (ft): 148 1.00 0.$5 0.18 22 40 73 4 4 .. • re Job Information Calculations Type: Job Number: Company Name: Prepare[ By: Dstealone: Client Name: Job Description: FLORIDA BUILDING CODE RESIDENTIAL WALL OPENINGS 2003-019 BARNES ASSOCIATES RBA 7/27/2806 x:'56;39 PM ZUMPANO ADDITION DOOR AND WIN DOW WIND LOADS - ADDf1TION nprnin# Mark A 1 Iipening De .J II Actition Zane I WINDOW I DOOR J 5 MEAN Ruor ""\: IIEl rHT • {.01 WALLS OF ALL BUILDWO MONTS file://D:\Documentsl7_UMPANO WIND LOADS WIN4.htm 12/3/2006 a 4 WING C COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hurst Awning Company, Inc. 6865 N.W.360 Avenue Mimi, Florida 33147 • .• s n . , . I40 i .9T FCAGLZ t"S ET, SUITE 1603 MIAMI, FLORIDA RIDA 33130-1563 (305)375-2901 FAX(305)375-2905 wwwdmildiugeadeen011fseem F « • r • h - • • • • « • RjIAMI-DADE COUNTY, FLORIDA " • • • Mi IRO-DAO iF1JdLFR BUILDING • • k • • • •• • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHI). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AH3 (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. HORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade, County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.0312"(min.) Galvanized Steel Storrn Panels Shutter APPROVAL DOCUMENT: Drawing No. 06-343, titled "The 24 Steel Storm Panel Shutter", sheets 1 through 6 of 6, prepared by Thornton-Tomasetti Group, dated April 04, 2006, last revision #0 dated April 04, 2006, signed and sealed by 1. W. Knezevich, P.E,, bearing the Miarni-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Miiasile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted heroin. RENEWAL of this NOA shall be considered after n renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may he displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall he available for inspection at the job site at the request of the Building Official. This NOA revues NOA 002-0627.01 and consists of this page I, evidence submitted pages E-1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P.E. 0 /15/2-00 6 NOA No 06-0410.01 Expiration Date: 08130/2007 Approval Date: 06/15/2006 Page 1 • • • • NOTICE OF ACCEPTANCE, UBjlii ��Ir F 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02-0627.01 A. DRAWINGS 1. Drawing No. 02-267, titled " The 24 Steel Storm Panel Shutter", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated June 25, 2002, last revision #2 dated August 30. 2002, signed and sealed by V J Knezevich, P. E. B. TESTS 1. Test report on I) Uniform Static Air Pressure test, per SFBC PA 202-94 2) urge Missile Impact Test, per SP.8C PA 201-94 3) Cyclic Wind Pressure Loading per SPEC PA 203-94 along with marked -up drawings and installation diagram of 0.0312" Galvanized Steel Storm Panels Strutter, prepared by Construction Testing Corporation Test Report No. 02-005, dated April 11, 2002, signed and sealed by Yamil G. Kuri, PE. 2. Test report on 1) Uniform ,Static Air Pressure test, per SFBC PA 202-94 2) Large Missile Impact Test, per SFBC PA 201-94 3) Cyclic Wind Pressure Loading per SFBC PA 203-94 along with marked -up drawings and installation diagram of 0.050" Aluminum Storm Panels Shutter, prepared by Construction Testing Corporation, Test Report No, 99-023, dated May 14, 1995? .signed and sealed by Yamil G, Kurt, P.E. This test is used to qualify the Slide Track Assembly. C. CALCULATIONS 1, Comparative Analysis and Anchor C'alculatiorrs, pages 01 through 4i, prepared by Knezevich and Associates Inc., dated June 24, 2002, signed and sealed by Vi Knezevich, D. MATERIAL CERTIFICATIONS 1. Mill Certificate from Charter Steel Trading Co., Inc. 2. Tensile Test Report. E. STATEMENTS 1. Statement letter of conformance by Knezevich and Associates Inc., dated June 24, 2002, signed and sealed by Y.J. Knezevich, P, E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 06-343, titled "The 24 Steel Storm Panel Shutter", sheets 1 through 6 of 6, prepared by Thornton-Tornasetti Group,ateApril 04, ? dated April 04, 2006, last revision #0 dated A P 006, signed and sealed by J, W Knezevich, P.E. E 1 clmy A, Mahar, P.E. Product Control Examiner NOA No 06-0410.01 Expiration Date: 08%30/2007 Approval Date: 06/15/2006 • r .111 •▪ •• • 0 0 • • • • • Hurt AW Cami*pv,. Inc. r • r• r r •R • s . • ▪ • • •r py�} •Y• t •■ N SUBMITTED B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. MATERIAL, CERTIFICATION: 1. None. E-2 •• r •• • • elray A. Makar, P.E. Product Control Examiner NOA No O& -0410.O1 Expiration Date: 011.004007 Approval Date: 06/15/2006 A 1 2. %_ '[ AT fAMIlCda1.6t FC0!Yga saSnu1Er T xWD T6 tO• NETTagit flY FF N�(� �g J�[ L A - i-03. 4 matt Z (, p� 7 [S iF l'4rarrT�i i T DCLf1DE W4F1'�RI�I ATroN R�w IA N ISA T TYApLIC NT5 C lPo, wrTh CHAPTER 61GIS-23 OF THE "AL T Tr SATES ,. ARC it A 1ore r T'jp 17 pOot ss T T HESE AP P40YAL D OCUMENTS IAA . V OID THE 9 g f��AL MiA YI ELE[TOMETir i V+►l UMEN TS. THE By A ye t] �H'brffi�rnME sarpE� ryp f�y '"P•w }�a ,�wre Ia it rgewar " �,���tpIl i ApF�E1�D pi�p' FT zwz O FFff7►,� 2. M Fl R PA A }q SMAtt IrE l [Z(�1 AS Fq, LaM W TH A HINBM . WYRrfADE cam Ni�aaRiltT�60 um. Norman AS S 19. ALA;;H �gPN�S p��r p FEE 7Y�z7� TG BAR E r1TA 7 931 • WH. YHIC (I HESS4FAPT r fief IWITH A 1'0N. Fy. 80. 9 ISSI 11, A LL EXTRUSIDA LS SMALL 8E 6H ,4�63L-T6 ALUMINUM AL LOY. U.. J0. 91 12. AL. - iiitA T Af D E ' 9 M OfL6@ �pR ailaigCrOpAYa�SFH�I lTwE E TTH A TOPf3, gj"-±. pfrA�/+D.S S TTIM C E Y MIIEpE ►4FnLaCA2LE, EK 2.00" L0C ATtOH T xA kgHG 75 4 12.6E0" COVERAGE 1a,117s" GALVANIZED ST OALVA ST EPL STOMA PANEL .7yq . .6ar2" xood, )� l A.76 • C OVERAGE, • .TS'afiCLUIThri. L CIy1/7i TO SCA LE. 3".T-9' S CALE. 3" : 1' - 0" 1 1. SE A.PP. a;,pV TS T A 5 fi YS M Y ED WITH Z VIiiOM 7'yE A el. TH E WIT H BIOS . 9 73" SLE F C- RAC SCALE r HA LF Sin .050' • ` 9625•+ tfJ1li GALVANIED &T ] (WAG 3 ALLOY) a'KEYISLE WORRIER ( WTICAII&) ( 7\ WASHERED OrtIONUT SCALE = HALF SIZE SCALE . HALF sett T YP . -129" S SCALE : HALF SIZE if-i-NC-TRACK SCALE + HALF SIZE .975 Ilk bsi { 67)1 STLIDOIX STRAP MUNN SCALE : HALF SIZE ssr 1 • ` 7s' •ys,,.f:41k.665".995" TY. , y r % F' x CL05' 11J9E ���y� TRACK +'� SCALE : HA L?` SIZE '�I SCALE. 3" . 1' Ala! ; .2)0'ICC 0.0. AIL 3' .r-■ CA.LF3 ALE. 3" . 1' - r400 • 060' • 11' (.5SCHEW�R ALE. T' . r - o - S -694- TY P 7A4'�: ..100' t g�} 7AJLE C-TUACK SCALE ' H ALF SIZE y4'-20 a• aaL 625" ,1 25- 1YP 9 • (;11STU3 MOLE t15i AlEe . E' 3" — a• 3 .375'. . FNP DlAT REUSED ri E rr/yie.49 it as W& Coot A0«axcrrY a r ' Y s• a r6 i3 • AL*AL ANNIE :s5 -r0.• , HOLLOW &L OCK ON AMOR SCHSEI. SA IPE0 ON TYPE OF STRIIC. 0 - TA 1/4 -ID S -S. BOLT L WlNtitiu 24- Dz, (TV P. j. 20 GA GE GALV. STEC. BENT PLA TE DN r x 2- l - LTV A LN hI ANGLE 160 13-T0 - ALLO YI—j4T" OV ERLA P ` MAX. R rmEE:fli-TgA27- o- 4-2D S. S. BOLL 1. M4NG1 I T p s4- O. C. ITY P 6), WNW' 409URE ©ETNM. SCA LE: 1-112": T _ 0' (—MEIN(' SAY WINDOW ST EEL T v. PLA TE Oft 2- : 2- ■ t25- A LUM. ANGLE I0 & 3-T; ALLGY I O VER LAP WALL BEYOND risoM.MISHUTTER WINDOW OtITAN CE t5 >1NEAT61 THAN RULO-O ' SOLD �` r - T. kl . AMBLE 1LLDgI OISTANIcE f/4` MA X , _.. FA D(% i L� LES12- S 'MAN OR CQGAL TO 110 P.C.F. R • r 6. 0 PON MOEN Loans WATER TH AN 11Y P. S.R.1SEEmow SCREW FOR ANY ACCEPTABLE 1'D AP EXISTING ILAZ SEE TAW LE 2 EX fSTSNO CONC RETE. IOU NLOCN OR WOCC 1 T OP L tn-NMj ,r11_ , To . PANEL SPA R) IP OR WET APPL X' A n ow O NL Y. IO ID PAID EL .EYATIOM SCALE, t/t" . r - 0 - FA$ . TEN ER p aE- O .C. Farr DESIGN tR AD5 LESS TH AN uR EQUAL TO I10 PLAY !AI 0- D C. FOR DESIGN LOAM .1,,TER T HAN tip SCR EOuLE FOR AN Y ACS E A NC1M0R7— , E XIT CONCRETE, Mffi.LOw MOO( OR W000 PRATING r^±P[CALi --- 1911EFI.. C)TW S: 1£ COSSEIVAI REFOIENCE NNCHOR SCHEDULE FOR MAX . SPACINE 41 GEFOIEC NN TIN E REF ER ENCE ANCHOR ARE FOR M AX. r -,),/Au. mPU(T SE011cN SCALE< 3- - 1• - 0- CLOSURE Pm 1` Rl 2- N 0.125' D ojo. T6 2" A 5" x MAX0.125- - OVAL c- �" M AX. 1/4- MAX . 411 -vi.- MAX . 1/4 - MAX WROT H wipe TED .10IEULA R TO L, PANEL SPA NM MOUNT DETAIL SEE TABLE 2 fil R itM6— EXISTING CORM TE. MAX + HOLLOW OLOCK 0R WO OD MANN. SEE ANCHOR SCMED. BASED 't ON TYPE OF ST INK/UN—' IMAX. DES IGN LOAD a 73 PSF. a TAU TAP P TAL S CALE: r 1' . 0' COMEIL I TYFE AgAtAnact AR MOR SCOIECIOLE FOR X. SPA px EELXIS SEE TA BLE mz EXOSTIK I CONCR ETE, HOLL OW BOOK OR WOO) FRA PWIO. (TYP . TOP i M OT TO MI ---s ro 11. 111A I O A-30 ffY+�C ,6CREW SPECIFIC ATER 112'1 THRU BOLT W/ LOCXNUT • 6- O.C. 'b V4-20 IFTH HOLUM{�BL %O�pRV4'1 .Iq OOD. \ IA I !F A TER EX STI NG CONCRETE, HOLLOW BLOCK OR WOOD MAKI NG. I TYP. TOP L BOTTOM] 05 GORMEGTION MI +.41111141114 . REFERENCE Ai1CNOR SONEDULE FOR MAX y/ M k. SPACING -- 31 4" PLYW Q EXISTING st GLA it• ■ S" ■ vM T. UM . ANGLE [6063 -•Ti ALLOYt Ci O*UBCTpN. LWITM PIECE CORIECOOR WIFE PIECE LEG IHREFERENCE r ternik- AP . MOUNT IIIKTION SCHEDULE FO R MAXy,. SCR : 7 r 01 CONNECT= roe REFERENCE ANCHOR SCHEDULE FOR MAX_ S PAON6 FASTENER III6' 4.C. OR 6 --WP: 0.C. OR `'f2"' OR 12-1f2' G.C. OUT 00 MOT EXCEED *RCMP SOIEDULA. CNG. USE IE OM MLESA IONS ONLY. LOCATE FALTERER II M ARROW PORTINI OF % MARE SLOT. ( 'p' TRAGNJDCT mour SECTION SCALE: 3' = 1' - 0" r —EXISTING CONCRETE, NOUDW *FLOCK OR WOW FRAMING. COINICTEN TYPE R ENNEINE E ANCHOR SS OEDULE FOR MAX, S PACR IG .-y4" MA x. cate cnok TYPE HR SF ACM FOR MAX cEIAG, MOOR maim' f CT10N SCAtz, 3'•T -19' �l b -11/4" M AX . 53P14N4U CONNECT= T YFE REFERENCE ANCHOR _ SCE FOR MAX. ,r-�F4► x 3!4" TFX SCREW SPAONS 4M16" O.C. OR 1/4-20 H M)£ M OLT WITH LOCK NUT S IA' ac . Trrr. TOP BOTTOM) T/4" M Ax. EXlST1NG GLAZIN EXISTI NG COIGNE T£, HOLLO W BLOC K OR WOW FRAM E {TYP. TO P L BOTTO M] -- CI OLI HPECTIOK TYPE REFERENCE ANCHOR 4LI UUl MILE FOR 14 SPACI NG -- SEE TABLE EXISTIN G CONCR ETE, HO LLOW BLOCK CIO WOW FR AMING. ITYP. TOP 1. BO TT0MI �• *14 x 3/ 4" TEK SC REW ru g LOCK I'IL1T p 16" O.0 „pi— -•-• 1/4" MAK OII M).X ---;- SPACING - F OR MA N. IMO -CV MOW 6ECT1O$ '...'SCALE i'•r-O- f CGINEETIONReF vitima Arem NCHOR SCHE DULE FOR WAX. SPACING FNISH IRAQ( / P'9E-STUCCO TRACK LJ SCALE 3` . t' - 0' PRCG 1CPRi. YLSID *ANA CAIs AmmaNs . _Q - •Is14• Qak • .f rlf 7 • • • • • • 9 • 1 • • • • • " 04RI?2O0i 08-3'43 a 6 8 1►4. GGLLA2PE3 1M[ DEISM LOAC • s 4TA PA.* n coin woe gEiT%C4y r . r - 0' PUIICN 3►r x r MOLES S' LON G HANDLE M AD. AZDIT PAN ELS RIVET?O TO PA NEL --7 TD mew T?Is DOLT WI PM NUT, PLACE PANEL OVER EACH PAELACIDfr TS ND PROM T11r Rsroe TY!. a PM NUT ITYP.1—te 1-ter NOTCN is ITYP. BOTH SC ES). -- FLOO OR WA LL M OLNTED x • 116- PIT. STUDDED ANGLE DR W ALL L TR ACK OR USEE OET s 1. P, w OR 2 P0R ■OTTOM MOU E TIRO CONO(TJONS) FETAL r 1 RD T s D_ _€lithag1CT S THE�TION Or 71E a S! PANEL IND W000 ROOF _NIET OR Tf! ATMG MESISERS SHALL PANE L PACE TO THE TWO 1►4"0 LAGS Mew W/ 2. V'2' MIL SW IITO W OOD PEI.E R O.C. MAX 4r MAP. nine - 1/4'► W000 LAG SC:IEM W/ 7-lir M. EMP. 041 0 W000 MCI 7SER • 2i" 0 .C. MAX . yr.•. ,.• 1►2" TYP COSINE; PLYWOOD SOFFIT AND10R STUCCO EXIST*40 4,4000 T st uku. BE ROOF PEAPENIXCU LAR TO THE PANEL PACT 4` x 114' s CONT. IGi1-Ti ALUM . PLATE M14• L'4- TD SCREWS X 12' O.C. DETWEEM TRUSSES e xisriple ® TIF, i' EXISTING GLAZING V2' OE CONEOTON TYPE WER E= A NCHO R SON O= FOR M AX . SP ACI NG r _MAX 111. -I/1 MAX. cmis=10 reps AsicHoR SOIEV AZ 1-EYLKTIN6 CGRiCAETE. SPACINGPOR MAX. . HOLLOW BLOCK OR t� r APING i S GTTOMi WALL MOW @Emil s toat 3' : 1'-.0- -- , TD LOCK STRAP ill -PLACZ usE A TI•R OR A TR USS Roc T AP DRILL *7 in. -20 NC THREAD .• 4/4-30) • 3/c- . c EXISTING GLAZING MAX. - #:7EEL - 1 z a x 3/16' MrMM,k1 NYLON ►1, Pa BUSUiS1O on 1/4-20 VL-t0 x sie • • OITTSA'F FACE 1'C t �' N UTMALYAmino] ! !6 g 1, KIEV r r Met O.C. sr v ti 9I4` 8L�?E TRACK ASSEMBLY l$LD W 11P� K • L. / SM.!, HALF Sin r,r DI cciN!onort To! ff TIN RREHeatA ct E FAN HOR '--FXISO CONCRET E, SPAClK R. HOLLOW DLOCR OR TOP i itiT'TO t ITYP. VW' La. AND lir D. D. u rn x VII' PB IIMIRI NY LON REFERENCE OETAM..f ,l, P. R OR S FOR 1DN S. SowersK016 USE ar OkiilL IMLL SE sl tOIYSICI1Dll IR1H All N uTRIA L • V Ra ANIZEto M4KPAWS.kE li• s-s' '1,*Mee CR'LI'MAW TOP WOW No Nu DSSSII LORD . *TIDO pm, g 0 UPM ONAL PRE i IR FASTENING DETAIL 450PLETTOG N.T.S . (7,111,171 TRUCK AI.Y kelp mow - SCALE. 3r•r_y' HEX HEAD NUT-! e• • L1 yP s • PR OEM? ROMERO a+Fb'Ig tk itCa b « a pine "i?r L�isomvpi+Y la •H �aam ;134'32,4/vas Wallet ✓ r RP, 191190•0 113 /110M1/11FICKA M eal .f M 6/114.11110117 66.111 9YIVX' morn sa c INV SI as vaisaa j�,9 ^R+s m 9MAi169Y J9i A09 �/Y-fi[O 1 lOiierG Wit S99f1 399V 6li33V 1061110, 143941.4 9110 /1 91910:16101011V 119. 19111911$90609 OH..6 3d A1 9101. 110113 � .li0 rtlr1-vim 91194.0 151041i ItERAWIMME , fin la iI1SI i1L1141OMU M.1 .1 99 94Lh4L s 4<sas L s 91 n }r1 a 51;Wows 91 7 L 71 94 -k 91 2511 f 1. 91 94 41111 El 99 91 9' 1L ":�` .`.T•. ''. tyi. � • ‹fl=triEMOMICr# sic:ra l 11 91 f a x,94 99121 94 91 94 C19 9l 94191 9e a 2t M 94 99' 94 91 91 R E'L9 91 01 11 91:94 91 91 91 91 91 x 94 91 91 94 USE 91 9 9 91.' 91 MI as 91 ;1 S :Z4 51i 94 OY2l y 4 '+ .- ` /Pi 91 E 9 91191 9J 5 9411 919419 61X191 915 91 9 9 94 191 16 Sri 1 91111 91 1 91� 21 n n t -E9 9149 274194.91 91 9 1 91191 99,94 91 s 94 rL9 0 +-n is 0 6 .1 x 9i 14 21 91 91 91 x 91 99 11 E'SE 53103 (1IM 94A9 090113941mµ3 E7 43117 MO S7 31A1 13 9E 1109 601. E3 El 13 Zia Y 6/9 01 93 13;E3 k 4641 iwf.A lawargall 17 53 Q 39099 • x941 'd S d 9n5 O val 3.a. ki (1tt0119 a . 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Mal1116 9144 3dAL1104D9( ( ANCHOR MEDDLE 3ATM NN IW1611 R I owcs* 0■1Q RA 64U6■Ro TOO 1551110121 DESIG N 4 0,505 AND SPOON ANOSOR rare LOAD Iw} P.5 .F. MAX. pm NOR 1) NIL 2 "EDiiE DISTANCE MIL 3 INGE DIST ANCE SP AI+S up TO S'_9.. Op me 1) 3PAif5 466 TO 6._7.. MANE 11 SPANS 111 TO 12.41 .' Ola moo 17 SP ANS UP To CUE NM 1) S PAN S UP 70 1111. IQI■ 1) SPA NS UP TO 3,311't 31016 1) ru+;[71aN C1 (1l C2 wars C3 /WE 1) C4 CS COI■SCTIW N GI lill01eA C2 C3 TYPE C4l C5, cu6 060 toe C1 C2 :16 TY PE ken N CSIC4'CS c06 .eLT1041 MOM 01!C2 03 Tr ot C. C5 C6NIiC 'I6IN 0101:3) 01 C2 TTP16 C3j[4 45754 F 1 ECT1dl 0nWIEN 02 CS 1162 C4 C5 HOLLOW CONCRETE BLOCK 0.. _. 35.3 75 5 71 6 5 19 10 5 50 7 7 4 : 3 7 4 5514 19 16 12 12 5 6 12 9 ■ 5 4 1+ 47. 2 13 48■ 33 ` 4 5 L S 1 5 I5 15{'1Q 7 15` 9_, 9 6 4 9 26 4 4 3. 11 162.2 10 W S • 4 4 3 1` 6 5 3 r f 5 11 111 1 8 11‘11 5 I. 3 -. 5 3 4 5 10 1 5 10 5! 5 4 1 3 5 5 3 4 5 w/ t 72.3 2 9 5 4 9 5 1' 3, 5 5 r' 3 j✓ 516 12'20 5'3 3Y ssC�] ,/5 3, 3 ,4S 6 3 4 3 6 5 3 4' 5 5 3 L. 5 �/� 3S.! 16 14 14 12 16 t3 , c , 9 1 7 113 4 9 - x. 5 ; 7 16 14 16 75. 16 16 16 12 6 16 12 11 It 12 47.! 16 169 16 16 10 7 5 19 7 5 5 3'7 16 .16 15 U 1612 126 12 1 4.9 13 13 9 7 13 7 6 5. 4 7 5.24 3 6 3 16 11 6 16 9 7 5 9 0 4 5 U ■ 52-2 17 +1 6 6 71 - 3 4 4 3 ,2f 2j 3 4 �6.25�15 3 b39u 14 NI 7 74 8 6 5 1 4 6 6 4 5 4 72. 9 122.01611 4 4. 3 • 3 4i3 :=Z«= 31 4 3i2! 3554654 5 1r 4 6 9 4 5 4■ ! -�. 4 ,, 6. 35.3 56 16} 46 1613 16 1G 16 9 I/ 1614 14 5 14 ri 76 16 14 16 16 ' 16 191 0 I6 is 7 6 . 75 16 1641215 16. 15 15'7'5'75 11 . 5 .4,5116116 54 11 16 16 ,16 56:..16 11 5 5 A,it 41.2 16 56) 6, 7 16 1+ 5 5 4 11 9 5 4 3 9 16 °6 10 8 16 12 9 5: 4 12 13'5 5 4 10 616 2 TZA 1614 7 i 16 15 5 4 163 10 5 5'4 3 9 1616 7 7 16 10'6 5:.441070 5 5 4 10 12.0 10 6 4. 3 NI 9 544E 14 9 9 5: 4 3 3 II 5 4a 5 4 170 15 4 ttii 5 16 4 19 10 5`5 1 16410 * st f 333rl jl4f12 9II 116 13 13:7,5III 9. 3,5I. ,1.14 3 14 . I6 1614#15 16 161113 16. 12 jjjj 12 ```jj3FI 12 4'2 15.. .157 161619}1Q5.rik T'5'_ 3 7 16 s6=4 11.•If 12 =2 6k .2E 11 63.2 135131 51'53 1 'Ilb4 3 71.2513 3 16 15 11,5E16 9 .1~ 214 3 e 4l1s s. 8 71.0 t224 11 : St 1 6 4 11 53 Y1 3 3 3 3 23 14 14 3. 3 .14 6 4 5. 4 6 ft 4 3 3 3'..743•133130,y3 1!0 3 3'4 ■ 8 I ." 5, .R ! 4 3 4■ 35. 3 76. 1%16 ,95 /9 141161 12 /0 76 161161 9 t 1 16 16 16 16 16 116 5 14153`10 16 16 '16 9 7 176 .17,1 -6,6, 40,-6.- 6-1.4 "' MJ ][ _ M i ri l 16113'16 161141 9 7 56 12 6 ; 1 S 12 16 16 % 13 16 16 16 9 7 10 12 9 7 3 12 47.2 62Z 720. 161%',12 9 :16.12 110 I 7 5 E 17 021821 11 % 16 s63 10 1 1 1310 7 5 13 11!2916255 H 16 8'16 110.193LS4 11 t1 16 76 is 11 923 25 5 , it 4429 ri �'%3I 3 i 51. , 11 4 11 216.23 L. 11 12 li, 5 111 51 5 11 51 6-218.23 3 111 175PAIR 41UR721!l6;IEAKRON NOVEL INE LLINEL 1. Miele 7 AS LE 1 WITH NE GATI VE OESUSN LOAD TO 0eTERMR4E MAX . PANEL LENGTH. P OSITIVE LOADS L ESS TNA17 OR EQUAL 10 Tiff NEGATIVE LOAD A RE ACCEPTABLE. /'0R OE51S1 LOADS SETWEEWI TADULATE D VALUES . NEXT WOMB LOAD OR LINEAR INTFi1 P01 ATI0N MAY BE USED TO OETERNMa ALLOWAB LE S PANS . Tar<c 1 ENTE R T ABLE 2 WITH POSITIVE DESIG N LOAD TO DETERMINE MIN . STORM PANEL SEPAR ATION FRO M G LASS. 30.0 33 .0 11 - 10 35 .0 11 7 40.0 11 3 60 .7 TT - 2 45.0 10 - 11 50.0 19 - 5 55.0 9 - T1 59 .3 61.0 62.0 65.0 9 - 2 20 .0 8 - 10 72.0 75.0 7 - TT 0.0.0 7 - 12 - 0 9 - 9 9 4 6 8 00.0 7 - 100.0 6 - 105 .0 6 - 0 110.0 120 .0 5 - 3 122 .0 5 - 5 - 8 A ■ 1 5 2 111011,411114 SIDON PANEL W ARM= F ROM Gt.ASS Ii151TIVE DESIGN LOAD 1W] iP 0.F.I ACTUAL SPA N ILP WI - 1915 "SotAeB5 1 mull 2 1181. SE P. POR ALL Nisi ALLATIDNS 13!53 THAN 36' ABO VE GRADE ill6CTIEEI MIN. SEP. FOR ALL INSTALLATIONS I01E AT'ER THAN 3r A■O'43 GR ADE ONCi1ESi 30 .0 ' 6'-0- 1-3/4 1-V4 a" -a- 2--3! 4 1-5/11 13'-9- 3-3/0 3 IIII 6'-4' R-3 e4 1-1/5 6•-B" 21/4 5-3/4 13' 2 3-3/6 3 901 b' -o" Z -k>4 1-318 5°-1 " 2-3F4 2 10'-4" ' _ 1 2-7/5 6 '-4" Z- IL 1-1/0 13•-0" 2-3/4 Z-t/S 9'-6" 3-3/6 2-1/2 70.9 9'-0" 2-3/4 1-3/8 II' --¢` Z-3/4 2-1/4 ' 1°-t0- 3-3/6 2-3/6 8■.0 5.41- 2-3/4 1-V4 6'-0- 2-3/4 1-1/2 5'-B- 2-3/4 3 • 6 ■ �3. A t s MIAM COUfTY. BUILDING CODE COMPLIANCE OFFICE', (BCC()) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hurst Awning Company, Inc. 6865 N.W. 36r Avenue Miami, Florida 33147 4 • • , r *a* !♦ �r . Orr 0 MIAMI -DAVE COUNTY, FLORIDA • 1METRO-DADE FLA(,LER BUILDING •44 .* • ■A i •F '� A . 42 % M F 1 :T5EFT SUITE 1603 -:'d '0 .`Fl.t)jt"IDI!„y3130-1563 (305) 375-2901 FAX (305) 375-2908 www.buildittgcodeonlin -.com SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.0312"(min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 06-343, titled "The 24 Steel Storm Panel Shutter". sheets 1 through 6 of 6, prepared by Thornton-Tomasetti Group, dated April 04, 2006, last revision #0 dated April 04, 2(1066, signed and sealed by J. W. Knezevich, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large andSmall Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use. and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its.distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #02-0627.01 and consists of this page I_ evidence submitted pages E -I & E-2 as well as approval document mentioned above. The submitted documentation was revu. ed by Helm} A. Makar, P.E. NOA No 06-0410.01 Expiration Date: 08/30/2007 Approval Date: 06/15/2006 Page I Hurst Awning Company, Inc. 1. A. DRAWINGS 1. Drawing No. 02-26?, titled " The 24 Steel Storm Panel Shutter", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated June 25, 2002, last revision 42 dated August 30. 2002, signed and sealed by V J. Knezevich, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure test, per SFBC PA 202-94 2) Large Missile Impact Test, per SFBC PA 201-94 3) Cyclic Wind Pressure Loading per SFBC PA 203-94 along with marked -up drawings and installation diagram 01 0.0312" Galvanized Steel Storm Panels Shutter, prepared by Construction Testing Corporation, Test Report No, 02-005, dated April 11, 2002, signed and sealed by Varna G. Kuri, P.E. 2. Test report on 1) Uniform Static Air Pressure test, per SFBC PA 202-94 2) Large Missile Impact Test. per SFBC PA 201-94 3) (:yclic Wind Pressure Loading per SFBC PA 203-94 along with marked -up drawings and installation diagram ()Jr0. 050 " Aluminum Storm Panels Shutter, prepared by Construction Testing Corporation,, Test Report No. 99-023, dated May 14, 1999, signed and sealed by Yamil G. Kuri. P.E. This test is used to qualms the Slide Track Assembly. C. CALCULATIONS 1. Comparative Analysis and Anchor Calculations, pages 0.1 through 47, prepared by Knezevich and Associates Inc., dated June 24, 2002, signed and sealed by V.J. Knezevich, P.R. • • t • • 4 • r IF • r4 • NOTICE OF ACCEPTANCE: EVIDENCE , EMITTED . • • W.4 n • •r aft* • • R • • - • R • EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02-0627.01 D. MATERIAL CERTIFICATIONS 1. Mill Certificate from Charter Steel Trading Co., Inc. 2. Tensile Test Report. E. STATEMENTS 1. Statement letter of con/romance by Knezevich and Associates Inc., dated June 24, 2002, signed and sealed by VI Knezevich, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 06-343, titled "The 24 Steel Storm Panel Shutter", sheets 1 through 6 of 6, prepared by Thornton-Tomasetti Group, dated April 04, 2006, Iasi revision 00 dated April 04, 2006, signed and sealed by J. W Knezevich, P.F. E-1 d -iv elmv A. Makar, P.E. Product Control Examiner NOA No 06-0410.01 Expiration Date: OS/30/2007 Approval Date: 06/15/2006 . . r • n . Hurst Awning Company, Inc. • T .^ Jo 0 r • NOTICE OF ACCEPTANCE: EVIWENCEUB 1IT'TVD.R r . , � ri• .t. i.. •,. ,w.. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1- By Miami -Dade County Building 'ode Compliance Office. F. MATERIAL CERTIFICATION: 1. None F-2 �elmy A. Makar, P.E. Product Control Examiner NOA No 06-04!0.0! Expiration Date: 08/30/2007 Approval Date: 06/15/2006 Print info rma tia 750" 2.00" ,1 .50"j, 12.50" COVER AGE 14 .875" PR ODUCT MARKING LOCATION .750'-.7 = .0312" MIN. A? '/' GALVANIZED STEEL ,STORM PANEL SCALE: 3" a 1' - 0" .750" jr1.25;if 5.25" COVE RAGE 8 .75" _ .0312" MI N..50j, . ONE HALF PANEL PER O PENING MAYBE USED AS REQ UIRED TO COVER OPENI NG. GALVA MZED STEEL ( HALF STORM PANEL \Z JSCALE: 3" = 1' - 0" GENERAL NYIES 1. THESE APPROVAL DOCU MENTS REPRESENT A SHUTTER SYSTE M ANAL YZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPT ANCE iNOA) BY MIAM I-DADE COUNTY PRODUCT CONTROL DIVISIO N FOR THE HIGH VELOCITY HURRICANE ZONE 4HVHZI OF THE FLORIDA BUILDING CODE 2004 EDITION WITH 2005 SUPPLEMENT . 2. NO A LLOWABLE STR ESS H AS BEEN USED IN THE DESI GN OF T HIS PRO DUCT. WI ND LOA D DURATIO N FACTOR Cd = 1. 6 WAS USED FOR WOOD LAG SCREW DESIGN. 3. DETERMINE THE POSITIV E AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCI NG THESE DOCUMENTS IN ACCORDA NCE WITH THE G OVERNING CODE AND GOVER NING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-02. A DIRECTIONALITY FACTOR OF Kd = 0.0S SHALL BE USED. 4. THESE A PPROVAL DOCUMENTS ARE G EN ERIC ANO DO NOT INCL UDE INFOR MATION FOR SITE -SPECIFIC APPLICA TION OF THIS SHUTTER SYSTEM. 5. USE OF THESE APPROVA L DOCUMEN TS COMPLY WITH CHAPTER 61015-23 OF THE FLORIDA A DMINISTRATIV E CODE. 6. THESE APPROVA L D OCUMENTS ARE SUITA BLE TO BE A PPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTO R DO ES NO T DEVIATE FRO M THE CONDITI ONS DETAILED H EREIN A ND THE CONTRA CTOR V ERIFIES THAT TH E EXISTIN G STRUCTURE DOES NOT DEVIATE IN EITH ER FO RM OR MAT ERIAL FROM TH E STRUCT URAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR AD DITIONS TO TH ESE APPROVAL DOCUMENTS WILL VOID THE A PPROVAL DO CUMEN TS. 8. WHEN THE SITE CON DITIONS DEVIATE FROM THESE APP ROVAL DOCU MENTS, THE BUILDING OFFICIAL MA Y ELECT ONE OF THE FOLLOWING OPTIONS: Al REQU IRE TH AT SITE SPECIFIC DOCUM EN TS BE PREPARED SIGNED DATED AND SEALED BY A LICENSED ENG INEER OR REGISTERED A RCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION. S AID DOCUMENTS SH ALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR R EVIEW AS A CONDITIO N TO TH E BU ILDING OFFICIAL GRANTING HIS/HER APPROVA L. B) REQ UIRE THA T A O NE-TIME S ITE SP ECIFIC APP ROV AL BE APPLIED FOR AN D SECURED FROM TH E MIAMI-DADE COUNTY PRODUCT CO NTROL DIVISION WHEN TH E SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. PRODUCT MARKINGS SHA LL BE WITH IN 12" OF O NE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL. AND SHALL BE LABELED AS FOLLOWS: HIRST MOM CO" IIIC. MOM . FL0 LA ANNA -DARE COUtiTT PRODUCT CONTROL APPROVE) 10. STORM PANELS SHALL BE GALVA NIZED STEEL CONFO RMING TO A.S.T.M. A653 SCI, GRADE 80 090 GALVANIZED COATING AND WITH THE FOLLOWING BARE M ETAL AND GALVA NIZED THICKNES SES. AND MECHANICAL. PROPERTIES: 0.0297" M IN. BARE M ETAL THICKNESS (B.M.T. ) WITH A M IN. Fy: 80.0 K5I 0.0312" M IN. THICKNESS (AFTER GALVANIZING) 11. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM A LLOY, U.O.N 12. ALL BOLTS AND WA SHERS SHALL BE GALV ANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K5I OR A PPROVED COATED HARDWARE. 13. TOP >, BOTTOM DETA ILS SHO WN MAY BE INTERCHANGED AS FIELD CONDITION S DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR "h" AND "U" H EADER MOUNTING CONDITIONS. (1/16 GALVANIZED STEEL) IZAMAC 3 ALLOY) 0 KEYHOLE WASHER (+QPTi4NAL) (WASHERED WINGNI.iT SCALE : HALF SIZE SCALE : H ALF SIZE eezyU' HEADER `SCALE: 3" = 1' - 0" 1.625" y900" 375. . R f Apo - SLD C -TRACK witisH) .375 .060" 0" TYP. ,C -TRACK SCALI : HALF SIZE 1.750" i-1/4-20 STUD x 3/4" LONG 12.0" OR 23" D.C . STUDDED STRAP (SLIDER) SCALE : HALF SIZE t. J SCALE : HALF SIZE ®2' x 2' x d. 45' TUBE SCALE : HALF SIZE ft .0 .380" 195275" 5" TYP. 15 F -TRACK SCALE: 3"=1'-0" G -TRACK (FLASH) g90" 750" I.D. • 530" O.D. i c -r460. . SCALE : HALF SIZE 1.00" MIN. 5.00" MA X ®ANGLE SCALE: 3" - 1' - 0" .300" 19275" b65" .095" TYP. 2.000"j , 16 E -TRACK SCALE: 3"=1'-0" w • , 1 • a •t • 2.250" 063" .. • r 096" ,r• 7.0004 'h' HEADER SCALE: 3" = 1' - 0" • • • ▪ r• .375" , A a E : I 4 4 r f 1 ! • .090" T YP. .120" sL1DE C -TRACK SC ALE HALF SIZE 1!4"-20 x 3/4" S.S . M ACHINE SCREW STUD PUNCHE D INTO ANGLE 12.0" OR 12 .5" O.C. (STUD DIRECTION MAY :625,. BE REVERSED) -.125" TYP. ®STUD ANGLE SCALE: 3"s 1'-0" 3.375" 3 .00" 1 .090" ITYP . 1 320" ,375" 17 BOLD --OUT F -TRACK \Z./SCALE: HALF 51ZE • Ex011 vL',CG iliet 0.' o �' Ou BT W aal uci C4011111I 1 Dr w 1- 1- x si3 w 4 0 - CC 4 1- (0 w 0.3 "or 0.1 u 1.W Knec?vich ti readeraor dd assii.wer P. Tic e rase Ffo.. F'.:iii 04 200k date 0410412004 AT drawn 6f LT NOTED MIC 4e•"+q no . 06-343 4 sheet 1 of co ei 0 0 11.: 30: 54am 0 0 0 e 0 • E J' a c .3 0 A 8 s 0 X • TYPICAL SECTIONS PLAN VIEW I. WIDTH U NLIMITED (P ERPEND ICULAR TO PA NEL SPAN) (\ PANEL ELEVATION SCALE: 1/4" g 1' - 0" rO VERLAP WA LL BEYOND WINDOW DISTA NCE 1.5 TIMES GREATER THAN BUILD -OUT ST. (NO CLOS ANGLE REQ'O) ALUM. ANGLE UELD-OUT CLOSURE PIECE DISTANCE Y x 2" x 0.125" MIN 2"x5"x 0.125"MA \ ^----EXISTING CONCRETE, HOLLOW BLO CK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRLIC.----/ "rte , i-625"00 i lr /375" TYP. TOP AND _BOTTOM .312:" MINIMUM S HUTTE R OVERLAP SH ALL SE 1.5 TIMES BUILD OUT DISTANCE 1/4" MAX. f\ BUILD -OUT MOUNT CLOSURE DETAIL SCA LE: 1-1/2" = 1' - 0" 1/4-20 S. S. BOLT & WINGNUT 0 24" A.C. (TY P.). - 20 GA GE GALV, STEEL BENT PLA TE OR 2" x 2" x .125" ALUM. / A NGLE (6063-T6 / A LLOY) 4" MAX. 1" OV ERLA P (Th COINER CLOSURE DETAL SCALE: 1-1/2„ = 1' - 0" ! 9 9 9 9 . e i e 1/4-20'5. 5.13D LT ` & WIN GNUT @ 24" O.C. (TYP .)-1/ , ■ e 1, I + 9 M X . BAY WINDOWSTIN G //—BA 20 GAGE GALV. / / STEEL BENT PLATE OR 2" x 2" '' '125" ALUM . A NGLE ■ (6063-T6 ALLOY) F ASTENE R @ 12" O.C. FO R DESIGN LOADS LESS T HAN OR EQU AL TO 110 P.S.F . 14 (a a" O .C. FOR DESIGN LOADS GREATER • THAN 110 P. S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR( r e. ,, r-il" OVERLAP EXISTING GLAZING - SEE TABLE 2 EXISTING CONCRETE, HO LLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM ) - D 1- w W IY J —iQ J� I --1y 1� . 540 7Z Q CC I OC) < u ZI7- Q i 11s> TYPICAL SECTIONS 1 WIDTH UNLIMITED (PERPENDICULAR TO PANEL. SPAN( PLAN VIEW V NO TE: FOR DIRECT MOUNT AP PLICATI ON O NL Y. 6-01ROUND PANEL ELEVATION \Z./SCALE: 1/4" z 1" - 0" FASTENER @ 12" O.C- FOR DESIG N LOADS LESS THAN OR EQUAL TO 110 P.S.F- & 6" O.C. FOR DESIGN LOADS GREATER T HAN 110 P .S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPT ABLE ANCHOR) `t - EXISTING CONCRETE, HOLLOW BLOC K OR WOOD FRAMING. T YPIC AL} EMB ED. - TRAP MOUNT SCALE: 1-1/2" _ C2 CO NNECTION TYPE REFERENCE ANCHOR SCHED ULE F OR MAX. SPACING 1 CONNECTION TYPE REFERENCE A NCHOR SCH EDULE FOR MAX. SPACING 1'-0" CLOSURE DETAL ,1/2" MI N. OVERLAP ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MA X. 1/4" MA X, TYPIC AL SECTION J WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN) ®MTER PANEL ELEVATION SC ALE: 1/4" = 1' - 0" • 1/4" MAX. ' PL AN VIEW EXISTI NG C ONCRET HOLLOW BLOCK 0 WO OD FRAMING . 1./4" MAX. WALL MOUNT CLOSURE DETAIL SC ALE: 1-1/2" = 1' - 0" PRODUCT REVISED .+'-°ii tilt TAN( . .•.' ;:'!ar D 6 - 0 Miami did Contr ol isia 0'r q01 CL a CC 0 1 -- CO 1 to EU 1— Ci cv Ul x 1— L Thornton-Tomasetti Group, Inc Copyright © 2006 I .W Knezevl: P rOfriAN,9i E ngnea iieen4e 40 Pi Mil tu' 04104/2( AS NOTEDI, CONER tLbSURE DETAIL SCALE; 1-1/2" = 1' - 0" W ALL 1.100NT SECTION \Z1 SCA LE: 3" Is 1' - 0'• 06-34 Lshe e1 2 O co v 0 E 0 0 IContu 04/04/2006 Print IrxformatIon: E XISTING GLAZING - /8 EXISTING CONCRETE. 1 MAX. HOLLOW BLOCK OR W000 FRAM ING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE E XISTING CONCRETE, HOLLOW BL OCK OR WOOD FRAMING. (TYP. TOP & BOTT OM) C5 CONNECTION YPE WITH PIECE LEG O UT C1 CONNECTION YPE WITH PIECE LEG IN REFE RENCE A CHOR SCHEDULE FOR MA X. SPACI NG FINISH MATER AL 3/4" PLYWO OD 2" x 4" x 1/8" CONT. ALUM . TUBE (6063-T6) 1/4"0 POWERS CALK -IN AND 1/4-20 S.S . MACHINE SCREW A 6" Q.C. WITH 7/8" MIN . EMB. IN CONC. QR HOLLOW BLOCK OR 1/4"0 LAG SCREW 12" D.C . W/ 1-1/2" MIN . EMB. I�f WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY ••G" OF 0.55 OR GREATER '--1/2"0 THR U BOLT W/ LOCKN UT [t9 6" O.C. -1/4"4. POWERS C ALK -IN AND 1/4-20 S.S. MACHINE SCREW I 12" O.C. WITH 7/6" MIN . EMB. IN CONC. OR HOLLOW BLOCK OR 1/ 4" LAG SCREW tit 20" O .C. W/ 1-1/2" MIN. EMB. IN WOOD . WOOD SHALL BE OF SPECIFIC GRAVITY "6" OF 0 .55 OR GREATER '—(g)2" x 2" x 1/8" CONT . ALUM. ANGLE (6063-T6 ALLOY) (MAX. DESIGN LOAD t 73 PSF) ii,TVPASS THRIJ' DETAIL LJ SCALE: 3" = 1' - 0" MB EXISTING GLAZING SEE TABLE • i . . i • EXISTING CONCRETE, HOLLO W BLOCK OR WOOD FRAMIN G.. • (TYP. TOP & BOTTIh11 • rs 1 CONNECTION TYPE REFEREN CE ANCHOR SCHEDULE FOR MA X. SPA CING w 10 1- SCHEDULE - z 4 a !I! EXISTING GLAZING C5 CONNECTION YPE WITH PIECE LEG OUT G1 CONNECTION YPE WITH PIECE LEG IN REFERE NCE A C HOR SCHEDULE FOR M AX SPACING- CI CONNECTION TYPE REFERENCE A NCHOR SCHEDULE FOR MAX . SPACING FASTENER @ 6" O.C. OR 6-1/4" D. C. OR @ 12" • OR 12-1/2" O.C. BUT DO NOT EXCEED A NCH OR • SCHEDULE SPACIN G. USE REM OVA BLE A NCHORS ONLY. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT. a ■ TRACK/NEECT )MOUNT SECTION V. ..J SCA LE: 3" = 1• - 0" EE TABLE 2 [-EXISTING GLAZING 13 MB --ter SEE TABLE 2 Q. EQ. 4. f; ' BUILD -OUT MOUNT SECTION \._J SCALE: 3" = 1' - {1" "---EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. CONNECTION TYPE REFERENCE ANCHOR SC HEDULE FOR MAX. SPACING 1/4= MAX. 10 4 J 0 1.3 sn z 4 A. (OPTIONAL) lt4" MAX . 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SP ACING CEILING / FLOOR MOUNT SECTION SCALE: 3"=1•-0" w 12 N14 x 3/4" TEK SCREW [ai 16" O.C . OR 1/4-20 MAC HINE BOLT WITH LOCK NUT @ 16" O.C- {TYP. TOP & BOTTO M) 1/4" MAX. EXISTING GLAZING EXISTING C ONCRETE, HOLLOW BLOC K QR WOAD FRAMING. 1/2" SEE T ABLE 2 (TYP. TOP & BOTTOM) +� ,-1/4" MA X. CI CONNECTION TYPE REFERENCE A NCHOR SCHED ULE FOR MA X. SPACING 03 --CI CONN ECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX . SPACING J J en 4r w -J 0 w X u 111 z ICI -1114 x 3/4" TEK SCREW eh 16" 0.C. OR 1/4-20 M ACHINE BOLT WITH L OCK NUT @ 16" D .C. • 1 CONNECTION TYPE —1/4" MAX. REFERENCE ANCH OR MB F'?f r SCHEDULE FOR MAX. �.• SP ACING rid) BU LD-OUT MOUNT SECTION ',J SC ALE: 3'• = 1' - 0" SEE TABLE 2 —"` r" -EXISTIN G. GLAZING EXISTING CONCRET€, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) w DULE - TAB u 1 4 a --CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SP ACING QFINISH TRACK / PRE -STUCCO TRACK SCALE: 3" = 1' - 0" AI'az, D a* Frivsi sa te l 04/04/2( •1.0o7 w J �+ W d Q CC 11 = > c0 [Y J.W Kri1zevjc Pr ole Isl am) En90.4er F'.ct ase Mo .. PE 04tH' = i In . r. -�Nn 15 Q ry M a 3 -'0� 8 oc oc2r AS niOTED dri».n l &awing no. D,6-343 'sheet .3 0 0 v 0 E 1) D 0 0 0 0 I) r! 1 f ■ i 0 sIC C• a O C7 2 0 ii c c EXISTING GLAZIN G ,J 3/4" 1/4" 1/4" ,EE TABLE 2 MAX. DESIGN LOAD - . 47. 9 P. S.F. CEILING MOUNT SECTION SCA LE: 3" = 1' - 0" PUNCH 3/6" x 1" HOLES IN ADJACENT PA NELS TO R ECEIVE THIS BOLT W/ PM N UT. PLACE PAN EL OVER EACH A DJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE e TYP.- PM NUT ITYP.) - 1.1/2" x 1-1/2" NOTCHES ITYP. BOTH SIDES) 5' LO NG HA NDLE RIVETED TO P ANEL -7 FLOOR OR WALL MOUNTED 2" x 2" x 1/8" CO NT. STUDDED ANGLE d OR WALL M OUNTED SLIDE C -TRACK 9 OR ISEE DET ikS.1•P, li t t`tOR ':' BOTTOM TjgUrri ;ONDITIOIjS} «- DETAIL WTB o m •• • e•• 1:1 THIS DETA IL DEPICTS THE CONNECTION OF THE LAST PANEL FOR AN OPEN ING WITH PA NELS INSTA LLED FROM INSIDE. REFERENCE DETALLS ), p. ? OJ S FOR TOP M OUNTING CONDITIONS. Ita PANEL T-8'-8' AND IDESIGN MAD • t12. 0O P. S.F. tke7NIOPTIONAL INTERKIR FASTENING DETAIL (ISOMETRIC) N. T.S. E XISTI NG W00O ROOF JOIST OR FR AMING MEMBERS SHALL BE PERPENDICULAR TO THE PANEL FACE TWO 1/4"0 LAGS SCREW W/ 2-1/2" MIN . EMB. INTO WOOD ME MBER ®24" O.C. MAX. -1/4" MAX . Irnax .•7'- THREE -- 1/4"0 WOOD LAG SCREW W/ 2-1/2" MIN. EMB. INTO WOOD MEMBER @ 24" O.C . M AX_ 1— 4 1- 1- Z 4" x 1/4" x CO NT . 6063-76 ALUM. PLATE #14x 3/4" TEK SCREWS (e1 12" 0.0 BETWEEN TRUSSES EXISTING GLAZING -- —1/4-20 x 1" STAINLESS STEEL SIDEWALK BOLT (TYP.) UT WASHER ON OUTSIDE FACE ITYP/ EXISTING GLAZING E TABLE EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRA MING. ITYP. TOP & BOTTOM) CEILING/FLOOR MOUNT SECTION SCALE : 3" -= 1`-.0" J Id s E J J 4 1— i E XISTING WOOD ROOF JOIST SHALL BE PERPE NDICULAR TO THE P ANEL FACE 1/2" EXISTING PLYWOOD SOFFIT AND/OR STUCCO /4" MAX. 1/16" MIN . 3/4' SUOE TRACK ASSEMBLY (BLOW UP) o 1u �:J SCALE: HALF SIZE z u z 4 &. UI w 0 za EXISTING GL AZING l7 Q W EMBED. I f 5/8" MAX EXISTING CONCRETE, HOLLOW BLOCK OR W OOD FRAMING ITYP. TOP & BOTTOM) TO LOCI< STRA P IN PLACE USE A THUMB SCREW OR A TR USS HEAD BOLT 1 2 TAP DRILL #7 1/4-20 NC THREAD -1/4-20 x 3/4" 1 MACHINE SCREW W/ TUDDEO STEW IUIPSEE DET AIL ). 5/16" 1.D . A ND 1/2. O.D. x 3/16" MINIMUM N YLON BUSHING OR 1/4-20 NUT(G ALV ANIZEDI 9 1p C CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX.. SPACING NOTE= USE OF DETAIL SHALL BE 14 CONJUNCTION WITH AN ' h 'HE ADER OR ' U ' WADER TOP MOUNT SLIDE TRACK ASSEMBLY - INSIDE MOUNT SCA LE: 3" = 1 0" 5/16" I.D. AND 1/2" O .D. x 3/16" MINIMUM NYLON BUSHING OR 1/4-20 NUTlGALVANIZE DI - FINAL LOCATION OF STUD ®STUDED STRAP ASSEMBLY {ISOMETRIC L�J SCALE: 3•" 1' - 0" C2 C0t*ECTIDN TYPE REFERENCE ANCHOR SCHEDULE FOR MA X. SPACI NG 1/2" 1/4" MAX. '13 1/4" M AX. �--- C1 CONNECTION TYPE REFERE NCE ANC HOR SCHED ULE FOR MAX. SPACING Lj WALL MOUNT SECTION SCALE : 3. 1'-0" 1/4" MA X. 1/4-20 x 3/4" MAC HINE SCREW STUD @ 12" 0.C . OR 12.5" O.C . 1/4-20 HEX HEA D NUT. 0 41 4,4 i f; Jr II . .,:1�1 Prafes5irta�' scp'r.ecr fR. lice nse No.. PE M1[N 19. 2 04 200 04/04/20, AS NOTED I u " d n. .inq so. 08-343 sheet 4 of r�-- r 0 10 0 0 MMCantu 04/04/2006 11: 31: 09arr Print information FASTENER ANCHOR SCHEDULE MUM SPACING (1NQiES) REQUIRED F OR VARIOUS DESIGN LOADS AND SPANS MIN_ 3' EDGE DI S" •ANCE XIST. STRUC. ANCHOR TYPE LO AD (W) P.S.F. MA X. (SEE NOTE 1) MIN. 2' E DGE DISTANCE SP ANS UP TO 5.-0.. (SEE N OTE 1) CON NECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 SPANS UP TO Er -7" (SEE NOTE 1) CONNECTION T YPE (SEE NOTE 3) Cl C2 C3 C4 C5 SPANS UP TO 12 '-0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 SPANS UP TO 5.-0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) Cl C2 C3 C4 C5 SPANS UP TO (SEE NOTE 1) . CONNECTION TYPE (SEE NOTE 3) C1rC2 C3 C43 CS C1 SPANS UP TO 12'-0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C2 C3 C4 C5 W u 0 1/4"0 ITW BU LLDE7( TAPCON W/ 1-3/4' M IN. EM8 EDMENT (MMi 3,145 P5.1. C ONCRETE) 35 ,3 16 16 16 16 16 16 16 13 11 15 16 16 10 8 16 47 .2 16 16 OFT -.16- 72.0 16 16 122.0 16 9 16 16 16 16 16 16 16 16 14 16 16 D�m 16 10 8 16 16 16 m��ID® 10 16 9, Biagi 7 ..2'16 15 16 mmm�10a16 ®L EIoECI ®®' 381087 15 2 t(r 110,WAr- 35.3 16 16 47. 2 16 16 15 16 16 16 16 5 12 16 t/4" ELCO 62-2 16 MA XISET T AP CON - W/ 1-3/4' i*t. 72.0 16 EM 8E0t1EHT (M,N 3. 320 P.S.I. CONCRETE) 122.0 15 * 35. 3 ' 16 1111111,11110 1071-- 16 6 12 16 13 10 1 16 u 9 16 15 16 16 16 10 16 16 16 16 8 16 16 16 10 16 12 0 16 16 16 16 16 10 8 16 16 10 E 16 16 1 1 6 15 16 16 16 16 16 7 16 14 9 16 mALE FEMALE PACI4ELM AT€` Wf 1-3/4 MM. f1184 HT Saw 1;C/#tEW w TII4 NUT OM. 3,000 PS.L CONCIIET1:3 1/4-0 PO WERS CALK -4f4 WI 7111" EM8EOtlENT 1, 1/4-20 STA INLESS STEEL HACH 1ME SCR EW MN. 3,000 PS .L CONCP TF1 122.0 16 1/4"0 ELCO CR ET€FLE:1( W/ 1-314- EMIBE0MEN T 3.350 P. S.I. CONCRETE) 47.2 ' 16 j 16 62.216. 16 72.0 16 16 122.01 45 10 35.3 16 16 8 16 16 6.2 15 16 16 16 16 15 12;1 14 8 7. 6 U U 16 16 15 12 0 mm 15 11 9 16 MCI 16115 s 7 `16 16 9 7 16 9 { 7 16 9 I 7 12 1017 7 . 29. 16 6 .1 14. 6 14 16 16 16 16 16 11 9 16 16 .2 16 16 6 16 16 6 16 16 16 16 1616 16 16 13 10 16 1616 16 16 11 16 16 11 16'16 14 16 11 8 16 16 10 10 9 7 1616 10 • 16 0 9 7 16 16110 16 16' 16 T5 16 16 16 16 16 101 8 ummuumzus mesa 9 7 9 7 13 7 16 16 i 16 111 16 16115 + 8 161 11 9 7 7 16 16 11 9 7 16 16 11 6 16 16 16 16 16 16 16 16 1 16 16 16 472 16 16 i5 131 16 22 116 16 17 916 2.0 16 16 i 1 1 8 176 9 `5 5 116 35.3 16 16 16 16' 16 47.2 16 16 16 16 16 62.2 16 16 16 16 16 7 2.0 16 16 16 14 16 6 16 11 70; 16 16 7 16 16 16 8 7 16 16 12 .2 5 16 16 1' 16 1 16 16 16 6 0 16 j 16 16,, 16 16 16 16411 . 16 16 X14 12 16 16 I 10 16 174 2' 5 16 16 16 9 51 4 1. 16 16 16 i 9 ' 9 ' 4 15 16 16 1 16 16 161 16 16 16 16 16' 121616 1 16 12 p 9 16 6 6 16 10 8 16 16 9 5 4 115 16 9 5 4 15 16 9 i 5 4 15 16 16 15 12 16 16 15 11 9 16 16 11 10 8 16 16 ii 1 10 8 16 16 16 15 15 16 15 13 12 10 1 8 16 16 16 16 16 16 16 16 16 1 16 16 - 16 11 9 16 16' 17 9 7 16 16 11 9 16 16 11 9 7 16 16 11 9 16 16 16 161 16 16 16 16 16 16116 1616 '15 16 16 16 i4' 16 16 16 45 11 16 16 13 12 16 16 . 11 , 9 H 15 11 10� 16 i6 7 ' 16 7 16 16 16 16 16 16 16 122.0 16 2 10 8 16 16 11 1 10 8 116 16 11 10 16 16 14 13 10 16 16 13 13 10 16 16 13 77 16 16 , 13 12 10 16 16 13 12 10 16 10 • ■ s • *• 1 I 11• A 1 s 1 • i A a • • • 1 s a • 4 • • 4 • 1 •♦ • ANCHOR SCHEDULE F ASTENER MAXIMUM SPACING (INCITES) RE QUIRED FOR VARIOUS DESIG N LOADS AND SP ANS ti EL vt SE ANCHOR TYPE LO AD MIN. 3/4' E DGE DISTANCE 1W) P.S.F. MAX. SPANS UP TO 5'-0 ' (SEE NOTE 1) SPANS UP TO 8'-7' (SEE NOTE 1) SPANS UP TO 12'-0' (SEE NOTE 1) (SEE NOTE 1) CO NNECTION (SEE C1 C2 NOTE C3 TYPE, 3) C4 C5 C ONNECTIONT YPE C1 (SEE C2 NOTE C3 3) C4 CS CO NNECTIO N (SEE C1 C2 NOTE C3 T YPE 3) C4 C5 Ca p o 5 16 16 16 16 16 16 16 12 11 16 16 ^ 16 9 8 16 E35.3 1/4" o Y HIN. 1 -3/4 - LONG L AG scREw W/ Mlti. 1-3/4 ElisEOMENT SHEAR PARALLEL OR PERP GR AAR TO IN WOOD 47.2 16 16 16 14 16 16 16 9 8 16 16 46 6.25 6 16 62 .2 16 16 12 11 16 16 16 7 6 .25 16 16 14 6 5 16 72.0 16 16 10 9 16 16 14 6 5 16 16 14 6 9 16 127.0 16 15 6.25 5 16 16 14 6 5 16 16 14 6 5 16 * 117\ ii�}kl`1C1y:► 35.3 16 16 16 16 16 16 16 16 14 16 16 16 11 10 , 16 *1 m111t11i___ 47.2 16 16 16 16 16 16 16 12 10116 16 16 8 7 16 1/4-0 ELCO MALE/ FEMALE " PANELHA 1"i" w/ 1-7fi tiNiEI otiENT SCREy 62.2 16 76 16 13 16 16 16 9 8 16 16 14 7 6 .2116 72 .0 16 16 13 11 d 16 16 14 8 6.25 16 16 14 7 6.25 6 .25 16 16 122.0 16 15 8 7 16 16 14 7 6 .25, 16 16 14 7 ANQ'I OR NOTES 1. SP ANS ,AN D D ESIGN L OADS SHOWN HERE AFL FOR DETERMI NIN G ANCHOR SP ACING ONLY. AL LOWABLE S TORM PANEL, SPA NS FOR SPECIFIC LOADS M UST 8E LIMITED TO THOSE MOM IN TABLE 1. 2. ENTER A NCH OR SCHEDULE BASED ON T HE E XISTI NG STRUCTU RE MATERIAL ANCHOR TYPE AND E DGE DI STANCE_ SELECT DE SIG N LOAD GREATER THAN 01 E QUAL TO NEG ATIVE DESI DN LOAD ON SHUTTER ANO SELECT SP AN GRE ATER THAN OR EQ UAL . TO SHUTTER SPAN, 3. SEE MOUNTING SECTION DETAILS FO R IDE NTIFICATION OF CO NNECTION TYPE. 4. EXISTREFERENCE AN HORRE M AY SCHEDULE FORtPROPER ANCHOR W BLOCKY PBOR WOOE ON FRAMIN G. Y E OF EXISTI NG STRUCTU RE 5. ANC HOR S HALL BE INSTALLED IN ACCORDA NCE WITH MANUFACTURER'S RECOMMEN- DATIONS. MINIMUM EM BEOM E NT LE NGT HS AND EDGE DIST ANCES SHALL BE AS NOTED AN D S HALL NOT INCLUDE STUCCO OR OTHER WALL FI NISHES. MINIM UM EMBEDMENT DEPTH FOR LAG SCREWS SHALL ONLY INCLUDE THE T HREADED PORTION. 6. WHERE E XISTING STR UCTURE IS WO OD F RAMI NG WOOD FRA MI NG CONDITIONS VARY . FIELD VERIFY THAT FASTENERS ARE I NTO ADEQUATE W 00D F RAMI NG MEMBERS URE P1ECES NOT LYWOOD FASTENING TO PLYWOOD 75 ACCEPTABLE ONL Y FOR SID7. WHERE L AG SCREWS FASTEN TO N ARROW FACE OF STUD FRAMING FASTENER S HALL BE LOCATED IN CE NTE R OF NOMINAL 2" x 4" (MIN .) WOOD tTUD. 3/4" EDGE DISTANCE 1S ACCEPTABLE FOR W0 00 F RAMING. W000 STUD S HALL BE SOUT HERN PINE" G0.55 OR GREATER DE NSIT Y. LAG SCREWS SH ALL H AVE PHILLIPS P AN HEAD OR HEX HEAD. 8. M ACHINE SC REWS SHALL HAVE MINIM UM OF 1/2" ENGAGEMENT OF TH READS IN BASANCHOR A ND M AY HAVE EIT HE R A PAN HEAD TRUSS HEAD. OR WAFER HE AD (SI DEWAL K BOLT) ANO WITH OPTIONAL KEYHOLE WASHE R FOR DI RECT MOUNT C ONDITIO NS, U.O.N. 9. rte/ DESIGNATES ANC HOR CO NDITIO NS WHICH ARE N OT ACCEPTABLE USES. *10 .DESIGN ATES ANCHORS WHICH ARE REMOVABLE BY REMOVI NG M ACHINE SCREW, NUT OR WAS HERED WING NUT . REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT 6", 6-1/4", 12` OR 12-1/2" O.C. MA X. SPACIN G ONLY. SP ACINGS SH ALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SC HE DULE . LOC ATE FASTENER IN NARROW PORTION OF KEYHOLE SL OT. PRODUCT S E ISED 11 t(o: p1i'i66 Kr 11 :i7fi Maria _ FT j .W. K ne7,:nliCI. 1 r4:1rsram-4 Engine er it. Lr H-:. PE OD4S I. a 04 2O °"r 04/04/20 Ls eet" 5 of E v .✓1 0 co 0 0 \F1. 1\ProOct' \KK6343,00\Drawings\RO—sub\06-343-05 dw g MCantu Print In fo rmation: A, FASTE NER MAXIMU XI ST. STRUC . ANCHOR LO AD ANCH OR SCHEDULE SP ACING (INCHES) REQUIRE D F OR VARIOUS DE MI N. Z" E DGE DISTANCE IW) SPANS UP TO 5._0.. M AX, (SEE NOTE 1) (SEE CONNECTION NOTE (SEE NOTE 1) C1 C2 C3 C IGN LOADS AND SPANS SPANS UP TO SP ANS UP TO 12'-0" (SEA' NOTE 1) (SEE NOTE 1) TYPE CONNE(TION TYPE 3) (SEE NOTE 3) 4 C5 C1 C2 C3 C4 CS Cl C2 C3 C4 CS J W * LI 1/4'1 tTW BU1L0E X 1"I/ 1-i/4" MIN. EMBEDMENT MIN. EMBEDMENT 5.) 16 16 11 8 16 10 10 47 .2 13 _______,- 62.2 10 13 8 6.25 13 $ 8 5.25 5 10 7 7 4 3 7 5 3 8 5 10 ,tmtziti`B 1/4" ELCO MA XISET TAPCON WI 1-1/4" MIN. EMBED MEN T 0 1) 00 C.0 M ALE F EMME `P ATE' •W/ 1-1/4lis .. DI1ENT 14 V4-20 I1 SCREW WSTH� 1/4-* POWERS CALK -IN W/ 7/#" EMBEDMENT s 1/4-20 STAINLESS 57 EEL. MA CHINE SCREW 1/4"E LCO CRETE FLEX W 1.4,14' FNN, EM BEDMENT 6.25 5 0 6 4 72.0 9 9 5 4 9 5 3 -0-M---7,/p; 5/5/ 35 .3 16 16 16 47.2 16 12 16 13 13 16 12 9 16 10 10 62.2 1 3 9 7 13 7 6 72.0 11 8 6 11 122.0 6. 25 4 4 .2 515 .2 16 47.2 16 62.2 16 72.0 16 16 16 16 16 12 9 13 9 7 4 3,�, 5 5 3 5 1(1 to 7 s It 3 ,/,// 5) 5 �/ 3 ///, 5 6 3 1, 3 6 9 7 13 9 9 15.25 5 9 16 16 16 15 16 16 16 7 5 10 7 MIN. 3" EDG I STANCE SPANS UP TO SPANS U TO SPANS UP TO 5.-0.. 6 '-7 '. 12' -0.. (SEE NOTE 1) (SEE NO 'i 1) (SEE N OTE 1) CON NECTION TYPE C0N NE:CTI1]N T YPE C0N NECTIQNtiypE CONNECTION T YPE (SEE NOTE 3) (S€E NO E 3) (SEES NO 3] (SEE NOTE 3) C1 C2 C3 C4 C5 C1 C2 C3 14 C5 C1 C2 C3 C4 C5 116 16 14 10 16 12 12 8 12 8 8 5 4 8 15 15 10 7 15 9 9 6 9 6.25 4 4 3 6.25 11 11 B 6 11 6 25 5 4 3 6 5 5 3 .25 5 1 3 4 /% 5 4 �/ 12 5 5 3 7 16 16 15 11 16 12 12 8 5 4 7 GZS 3 4 3 6.25 16 16 11 8 16 9 7 k7 2 3 4 3 6.2 ,27 3 4 3 6.25 14 i4 10 7 14 B 4 5 3 14 --3 6 .2.25 -3-47-3 6.25 8 5 6 4 Et 8 4 5 5 16 1 16 16 9 7 16 14 14 6.25 5 14 16 16 15 15 T 5 15 11 7 16 11 9 5 4 11 9 5 4 16 7 6. 25 122,0 10 6 4 353 16 16112 7.2 16 16 --r- 4 62.2 72 0 13 13 7 11 11 6 122. 0 5. 25 4 f 3 35,3 16 16 3 9 11 16 16 5 5 3 4 5 8 16 12 12 9 12 8 15.2 12 6 .2'96.25x 4 9 14 16 16 16 10 4 4 8 8 4 5 4 8 8 8 8 8 16 15 4 4 15 5 4 5 4 7 6 8 8 15 16 16 14 3 9 16 16 10 16 10 54 3 10 9 5 4 3 9 16 16 9 10 � 5 � 4 6 13 7 7 16 10 10 5 5 13 7 6 • 4 4 11 6. 25 3 3 245. 25 3 3 16 6 16 16 47. 2 16 16 16 62.2 16 16 12 72.0 16 16 11 3 16 16 16 12 11 16 16 16 8 5.29 16 11 4 12 10 -dam 4 10 10 5 16 12 9 6 7 16 10 6 3 9` 9 5 4 3 9 10 6.25 5 5 13 9 9 5 4 9 .16 16 5 4 10 10 5 $ 8 5 5 4 10 10 5 16 14 16 16 16 11 4 10 7 5 3 3 7 16 16 14 J 3 7 5251 3 3% ,6.25 16 16 11 2;16.295. ZS 3 3 .</.. 1.25 14 14 9 295.75 3 10 16 16 16 9 9 9 1612 10 8 122.0 11 6.2516. 25 5 16 11 62' 11 11 6.2 7 25 . 25 1 1 I .. 1 .. i 4 • . a ► s s 4. 4■ 4i0 . 4 I 4 4 • 4 r 4 4 4 4 . 4 I z6 ✓ s 4 4 1 . 1 I . I 1 3 1 4 : r 4 r 1 a . • 1 ! I ; /%25 8 7 16 16 11 16 12 12 li 16 12 5.25{ 12 9 8 16 9 7 6.25 4 9 8 12 5 4 11 5 4 }10 5 5 4 10 4 10 6 .2516 4 7 14 8 4 5 4! 8 8 5 5 4 8 9 4 5 4 8 6 7 16 12 8 7 5 12 16116 16 16 16 ' 16 16 16 13 6 -16 9 1:0 4 5 4 5 4 5 4 12 fs 9 8 a 8 16 16 16 9 7 7 16 12 8 7 5 5 12 .11 6.256.25 4 11 16 16x13 10 16 13 _�� a� 4 11 11 6.296.25 4 11 16 16 11 8 16 11 • .2 " • . 25 5 11 11 4 11 11 6,2515.25 4 11' 12 7 5 12 11 . .2"._25 5 11� 11 . .25 5 16 12 11 11 11 SEEPAGE 4 NOR COMPLETE A1401011 NOTES. 1 r 1. T A 8 L E 1 TABLE 1 NOTE ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL LENGTH . POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE . FOR DESIGN LOADS BETWEEN TABULATED VALUES. NEXT HIGHER LOAD OR LINE AR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TAW 2NOM 1. ENTER TABLE 2 WIT H POSITIVE DESIGN LO AO TO DETERMINE MI N. STOR M PA NEL SEPARATIO N F ROM GLASS. T A B L E 2 i F x fi • sue; r .D�l,�'•�r 007 Y _ c; 4; %',#4 i"3dt.{ 4°13: Da*1151: ':. M AX. ALLOWABLE STORM PANEL. SPAN SCHEDULE DESIGN LOAD (P.S,F.I SPAN (FT - IN) 30.0 12 - 0 33 .0 11 - 10 35.0 11 - 7 " 40.0 11 _ 3 - 40.7 11 - 2 45.0 10 - 11 11 59.3 9 •7 60.0 9 6 65.0 9 - 2 70 .0 8 - 10 72.0 8 - 8 1 750 7 - 11 90.0 100 .0 6 _ 3 105.0 6 - 4 110.0 5 _ 8 120 .0 S - 3 122.0 S _ 2 MINIMUM STORM PANEL SEP AR ATION FROM GLASS COLUMN 1 P OSITIVE DESIGN LOAD IW) (P.S.F.) 30.0 40.0 50.0 60.0 70.0 80.0 ACTUAL SPA N (L] (FT - IN) 6.-0" s._8.. 12`--0" 6'-0" 11'-3" COL UMN 2 MIN . SEP. FOR ALL MIN. SEP . FOR ALL INSTALL ATIONS LESS INSTALLATIONS GEATER THAN 30' ABOVE GRADE TH AN 30 ' ABOVE GRADE (I NCHES) (INC HES) 2-3/4 2-3/4 3-3/8 2-3/4 2-3/4 3-3/8 b'-0" W-8.. 6'-0.. 8'-8" 9'-6" 6'-0, 8.-8' 2-3/4 2-3/4 3-3/8 2-3/4 2-3/4 1-1/4 1-5/8 3 1-1/4 1-3/4 3 -3/8 2-3/4 2-3/4 3-3/8 2-3/4 2-3/4 2-3/4 1-3/B 2 2-7/8 1-3/8 2-1/8 2-1/2 1-3/8 2-1/4 8.-10" 5'-0" 6'-0" 7.-8" 2-3/B 1-1/4 1-1/2 2 1 11 my CV I. IL.- ) .W. Knezevic# Pro4esiir suu s FL I Kens e Ka: PE PDC 44 4T 4 14114 - 04/04120( L A5 NOTED]K.r-'.4�»-7 I` Mr L_4 J , raver, 66 06-343" c. - r 4a 1 a 4 • 4 44 • 4 4 4 • • • t t 4 winiste CA -o •4 ri IMME MMEliM F 7 4 a 4 � 4 4 4 4 4 1 4 4 4 a a 4 • a a 4 4 4 4 a a • 4 a a r ■ 4 1 4 4 4 a C4. 03 0$33 85 p-# sllS 0°6aa50 pia# oar • Sr7•g87 Ocot, t a 4 4 1 4 4 4 4 4 i tW10E SET opt«gC0� . 5h a DItaw i!� er oso 0/0,1 0/ 004 A AA P FA P P F. :44 A ,i FA r ;op INSPECTION NUMBER CITY OF CORAL GABLES INSPECTION cArFQORv 05072217 /a INSPECTION REPORT E ECTRICAL 11/ 0000 SITE ADDRESS 850 LUGO AVE TYPE _ R N042 �- :UGH ELECTRICAL - 01 FLOOR oovrtRAOTO CHANEY ELECTRIC INC QUALIFIER WILLIAM CHANEY PERMIT NUMBER Ir _ APFt'CATION NUMBER 04060529 AERMI1 UESCRIPTIOH 64036489 CORAL BAY SEC B —NOWT-N 3052488999 000401 678 052488999 03083385 C. COI4PETEfiCY# 26 13905 12 ADDITION 185 S . F .) s OBSERVATION DELIS , AIRS, & BLOCK UP OPENING $18,000 PROPERTY CODE 51180060250 INTERIOR ALT, EXTERIOR ST GAINERS NAME JOSEPH ZUMPANO & OWNERS MASIIWI ADDRESS W/ GRACE ESCALONA 850 LUGO AVE CORAL GABLES FL 3315683.E 1 LEGAL DES2RIPTION ,sso oso -00 ,s? DATE SCHE IL EO _ 07/28/05 i NSPECTOfl NUMBEf? 0000 STOP ALL WORK VIOLATION OF ZONING LAW APPROVED R EJECTED DUE TO: ❑ APPROVED PLAN NOT BEING FOLLOWED D PERMIT NOT ON JOB Q APPROVED PLANS NOT ON JOB ❑ * REINSPECTION FEE VIOLATION OR NOT READY * THERE IS AN AUTOMATIC REINSPECT ION FEE FOR THOSE INSPECTIONS REJECTED COMMENTS FROM THE INSPECTOR. rtut i 5 ihteALiW fit /z'1( /2" WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONING:460-5245 FIRE:460-5 _=,- PUB IC WORKS:460-5026 SIGNATURE 1 LE/WE AT SITE 2. OFFICE 3. INS"CTOH COPY A d OF rA41 rA I '444 VA ra ra rA FrArA irdir 0100 e,$QAL DESCRIPTION •0001--COEIOTFITg7Cr7nrimPrrrart V 850 L_ UGQ AVE _ 4,1__ ArilF4owvArAgrarArdininrarAPPFAPPArrairArpor INSPECTION NUMA IER CITY OF CORAL GABLES I INSPECTION CATEGORY 05072306 1 INSPECTION REPORT L PLUME ING SIiE ADDRESS CORAL I3AY SEC B OES%iil TION-INSPECT,IO1 N378 TJB SET S WATER PIPING 01 FLOOR CONTRACTOR TELEPHONE RP SMITH PLUMBING 3052464599 Ai.tc?-l. NOME 001466275r Gt1ALIfIER TELEPHONE c cISIPITRIPTs 26139051 IL � 037102 PERMIT NUMKR 04060 29 APPLICATION NUMBER 03083385 COIITROI. NLMAdE9 PERM' OESCAIPTION ADDITION (85 S.E. ),OBSERvATIoN DECK. INTERIOR AL.I . E:`TERIOR ST AIRS, & BLOC'S UP OPENING S18,000 PROPERTY CODE OWNERS NAME 51180060250 ,JOSEPH ZUMPANO & OWNERS MIMLINa ADDAESA W/ GRACE CSCALONA 850 LUGO AVE CORAL GABLES FL 33156632i oso .#4 INSPECTOR NLJMHLH 0000 07/79/05 • STOP ALL WORK ❑ VIOLATION OF ZONING LAW 1-3 DUE TO: VIOLATION * THERE IS AN AUTOMATIC RE INSPECTION FEE FOR THOSE INSPECTIONS COMMENTS FROM THE INSPECTOR• WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONING:463.5245 FIRE:460--5563 PUBLIC WORKS:460-5426 1 LEAH AT $fl 2. OFFICE 3. INSPE R COPY AArAorArArarArmAr For.AirArarr r I 1,4000 1/11 11111.111/ ❑ APPROVED PLAN NOT BEING FOLLOWED ❑ PERMIT NOT ON JOB ❑ APPROVED PLANS NOT ON JOB OR NOT READY REJEL, TED °,11°°111"/ ❑ *REINSPECTION FEE E=I 11:11°1°°11;1""°": aio 1 TYPICAL 8x12 TIE COLUMN - REFER TO SHEET S-1 FOR DETAILS CLG HEIGHT 6'-0" WINDOW SCHEDULE l DOOR SCHEDULE DOOR TYPE MATERIAL SIZE SADDLE JAMB REMARKSMARKCODETYPESIZEREMARKS 1 SC WOOD 2'--` 10"x5'---1 " WPS WOOD DOCK STORAGE ROOMA22MATCHEXIST37-3/4-"x26 MATCH EXISTING WINDOW STYLE - COORDINATE WITH OWNER ` 2 SC FLUSH WOOD 2'--- 0"x6'-8" NONE WOOD 3 SC FLUSH WOOD 2'---8"x6'-8" NONE WOOD 4 5 SC FLUSH WOOD 2'--8"x6'-8" NONE WOOD 1 i 7>-6" 2'-11 2'-10 NEW 8" CMU WALL: REFER TO SHEET S-1 FOR DETAILS CLG HEIGHT 7'-0" CLG HEIGHT 8'- RELOCATE EXISTING CONDENSING UNITS AND ELECTRICAL EQUIPMENT I RELOCATE CONDENSING UNITS ON EXISTING SLAB 5'- n SPIRAL STAIR: 25"(MIN) WIDE STAIRWAY 13) TREADS, 14) 9" RISERS HANDRAIL ONE SIDE RE MOVE EXISTING DOOR COMPLETE AND CLOSE EXISTING DOOR OPENING WITH 8" CMU (MATCH EXISTING) EXISTING WALL I EXISTING WINDOW t\I a t f 00 I r DOCK STO RAG r:i1 Fig I 4 A REMOVE EXISTING WINDOW COMPLETE AND CLOSE OPENING WITH 2x8 PT AT 16" O.C. 0-- EXISTING WINDOW TO REMAIN S 1 3. -4" NEW 6" SLAB ON EXISTING SLAB/FTG DOWEL 4'S AT 12" O.C. TO EXISTING - SEE SECTION X- X DWG S-3 REMOVE EXIST NG WALL COMPLETE l i J REMOVE EXISTING INTERIOR WALL COMPLETE NEW 4" N.L.B. FRAME WALL: 3-5/8"x 5GA MTL STUDS AT 24" O.C. W/ 5/8" TYPE X' GWB EACH SIDE W/ 4" R-11 INULATION (TYP HATCHED INTERIOR WALLS) EXISTING —*- DOOR DOOR REMOVE EXISTING FRENDOORSCH COMPLETE l NEW D00IR IN NEW 2x8 STUD WALL AT EXISTING OPENING L4'-4." EXISTING .. WINDOW Al\ I Lo r-r l A FIRST FLOOR PLAN SCALE: 1 /4"-1'-0" BATH ADDITION AND SPIRAL STAIR COORDINATE DOOR STYLES WITH OWNER m71 N IS i REVISION '"'8/5/2005 REVISION "B" 5/26/2005 REVISION "A" 5/4/2005 THESE DkAWINGS, THE IDEAS, CONCEPTS, AND DESIGNS EXPRESSED HEREIN ARE THE SOLE PROPERTY OF THE ARCHITECT. NO USE, REPRODUCTION, DItiSEMINAT1ON MAI/B2 h,ADE OF THIS DCCUMENT 1Nb THE CONCEPTS SET FORTH THEREON FOR AN',' PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF ROBERT BARNES ARCHITECT, ROBERT BARNES d ASSOCIATES. Q 2003 a REVISIONS DATE c) r 1 RI ARNES ASSOC TES Architecture and Planning AR0010526 221 N. Krome Avenue Homestead, FL 33030 305)247-6150 305) 853.0008 r PROJECT N° 2003-19 CADD FILE 03-19-A2 1 DATE LAST ENTRY 08/05/05 DRAWN by KLB CHECKED by JRB DATE ASSIGNED MAY '03 SCALE AS SHOWN t DRAWING NUMBER I A S:\ZUMPANO - CORAL GABLES\Scheme'C' - 1-26-0412003-19-A2_C.dWg, A 2, 8/5/2005 1:51:04 PM, Sam i lI 2 0 A 0 cy EXISTING FOOTING TO REMAIN EXISTING GRADE BEAM AND PILE. VERIFY IN FIELD. 4 AT 16" O.C. TEMP 4 AT 12" O.C. TOP AND BOTTOM LOEW 6" CONC SLAB N EXIST EPDXY GROUT #4'S AT 12" O.C. MIN 6" INTO TOP OF EXISTING SLAB/ FOUNDATIONS W/STD 90 DEG HK IN SLAB SECTION X X I // EXISTING CONC SLAB EXISTING FOOTING TO REMAIN EXISTING GRADE BEAM AND PILE. VERIFY IN FIELD. SCALE: 3/4"=1'-0" RT18 W/ (7) 16d NAILS INTO RAFTER, (5) HILTI X—DNI FASTENERS INTO EXISTING TIE BEAM WITH 1--1 /2" EMBEDMENT UPLIFT CAPACITY = 1020# NOA = 01--0912.05 EPDXY GROUT #4 AT 12" O.C. 6" INTO EXISTING SLAB r 1'-4" I 6" 12 8" CONC WALL REINF 5 AT 12" O.C. EACH WAY 2.75 ROOFING (SEE ARCHITECTURAL DRAWINGS) 2x8 RAFTERS AT 16." O.C. 1/2" GWB ON 1k3 FIRRING AT 16" (,C. ON 8" CMU WALL 4 AT 12" O.C. TOP AND BOTTOM X/ ,. \//, \4%/i\X/\//\X/\X/~\X/// X/ x/>X/>\>7 \// 16x16 GRADE BEAM 1`\\/\\\// REINF (6) #5 i CONTINUOUS, #3 TIES AT 6" O.C. 8,-6" 3.5"0 PIN PILES REINF (2) #5 (TYP) 1'--4" SECTION B SCALE: 3/4"=1'-0" USP DTC W/ (4) 10d NAILS IN SEAT PLATE, (9) 10d NAILS IN STRAP UPLIFT CAPACITY = 1410# NOA T 01-0724.06 41111 li L r MATCH EXISTING FASCIA 4" CONTINUOUS SCREENED VENT MATCH EXIST MTL DRIP 8x 12 TIE BEAM REINF W/ (4) #5 CONTIN, #3 TIES AT 12" O.C. 8" CMU WALL REINF #9 LADDER TYPE EACH SECOND COURSE. #5 VERT AT 32" O.C. OR WHERE SHOWN ON PLAN 1/2" STUCCO ON 8" CMU WALL 3/4" STEP INSTALL METAL FLASHING AND CAULK AT BASE OF WALL 16x16 GRADE BEAM REINF (6) #5 CONTINUOUS, #3 TIES AT 6" O.C. EXTEND PILE REINFORCEMENT AND BEND INTO TOP STEEL 3.5"0 PIN PILES REINF (2) #5 (TYP) 1 /4" 3.5" TOTAL DEPTH CONC SLAB REINF 6x6--W1.4xW1.4 WWF ON 1.5VL20 COMPOSITE METAL DECK FASTENED TO TRUSSES W/ 12 SCREW IN 36/7 PATTERN L4x4x1/2 FASTENED TO TRUSS AND PLATE W/ (2) 1 /2"0x2" LAG BOLTS (TYP TOP AND BOTTOM PLATE) USP RT18 W/ (14) 16D NAILS AT EACH DUMMY TRUSS AND SUPPORTING TRUSS INTERSECTION DBL NEW DECK 0 EXISTING ROOF AND T/S/S./ / / FLASHING AND CRICKET AT END OF DECK (SEE ARCHITECTURAL DWGS) 2x6 FILLER WALL: 2x6 AT 8" 0.C. AT END OF TRUSSES W/ 3/4" EXT GRADE PLYWOOD A EXTERIOR FACE HOLD DOWN BRACKET (SEE S-2 FOR DETAILS) 5/8" PLYWOOD EACH SIDE OF EXISTING TRUSS (REFER TO S--2, SEE DETAIL S--4) 3/4" x 11 " STL PLATE EACH SIDE OF EXISTING 3 PLY BEAM AT LOCATION OF NEW DECK FASTENED WITH 3/4"0 THRU BOLTS AT 8" O.C. STAGGERED (SEE S--2 FOR FASTENING PATTERN) EXISTING (3) 2x12 EXISTING STEEL COLUMN EXISTING 6" STUCCO ON PLY. PATCH STUCCO AS STUD WALL W/ MTL. LATH ON AND PAINT REQUIRED EXISITING FLOORING ON EXISTING WOOD -- TRUSSES TO REMAIN 2" TO TOPOFWOOF} a A I 7'111/ LATERAL AT 2'-0" 1 DUMMY TRUSSESSSES OVER EXISTING ROOF AND TRUSSES.; I FASTS N 2x6 TOP AND UCH IUM KALE. 10 Silk In I USING (3) 16d NAILS EACH LAT 2) 2x6 BOTTOM PLATE 1/2" HARDI—BOARD SIDING ON 30# FELT ON 3/4" CDX( PLYWOOD FASTENED TO DUMMY TRUSSES AND FILLER WALL WITH 10d NAILS AT 6" O.C. (TYPICAL AT PERIMETER OF DECK) CUT EXISTING TRUSSES AT THIS LOCATION (SEE PLAN AND TRUSS MODIFICATION DRAW NGS ON S 14) NEW GIRDER TRUSS / SPANNING BETWEEN EXIST NG TRUSSES (REFER TO S-2, MANUFACTURER SUBMIT SHOP DRAWINGS) GUARDRAIL AT 42" AFF PER FBC 2001. GUARDRAIL TO BE FASTENED TO ANGLE PRIOR TO CASTING CONC. FASTENING BY RAILING MANUFACTURER. UTILIZE PERIMETER ANGLE FOR FASTENING RAILINGS. PROVIDE SHOP DRAWINGS FOR APPROVAL WATERPROOFING. SEE SHEET A-4. L3-1/2x3-1/2x1/2 AT SLAB PERIMETER FASTENED TO DUMMY TRUSS W/ #12 SCREWS AT 4" O.C, (TYP) AND FASTENED TO METAL DECK WITH 5/ 8" PUDDLE WELD AT 6" O.C. FASTEN TOP OF STL COL OF SPIRAL STAIR TO STEEL ANGLE USING 1 /4" CONTINUOUS FILLET WELD ALLUMINUM SPIRAL STAIR COLUMN BY MAANUFACT. SPIRAL STAIR MANUFACTURER SUBMIT SHOP DRAWINGS CLAY TILES ON 30# FELT ON 90# SLATE ON 5/8" CDX EXT PLY ON NEW JACK TRUSSES 1 MATCH EXISTING SLOPE NEW JACK TRUSSES. CONNECTION BY TRUSS MANUFACTURER. MANUFACTURER SUBMIT SHOP DRAWINGS) MATCH EXISTING FASCIA SPIRAL STAIR MANUF. TO PROVIDE PLATE. PROVIDE ISOLATION MEMBRANE BETWEEN ALUMINUM 8c STEEL AND BOLT TO W8 W/ S.S. BOLTS 3/ 8" STIFFENER PLATE CENTERED BELOW SPIRAL STAIR COL (TYP EACH SIDE) EXISTING DECK a Lu a co f EXISTING TIE BEAM TO REMAIN, LOCATE EXIST REINF, PRIOR TO DRILLING HOLES SO AS NOT TO DAMAGE REINFORCEMENT. W8x18 1 /4" (TYP) 3/8" STIFFENER PLATE L6x4x3/4" ANGLE 8" LONG 3/4" 0 HILTI KWIK BOLT II W/ 5" EMBEDMENT INTO EXIST CONC T.B. EXISTING SLAB AND FOUNDATION SYSTEM TO REMAIN SECTION A 8'- 2" TO B@TTOM 0 r 1 /4" L6x4x3/4 8" LONG W/ (2) 3/4"4 HILTI KWIK BOLT II INTO EXIST TB WITH MIN 5" EMBEDMENT EXISTING 8" CMU WALL W/ STUCCO FINISH. PATCH AND PAINT AS REQUIRED co wl r W8x18 BEAM BETWEEN EXISTING WOOD JOISTS 3/4" 0x3" LAG BOLT EACH SIDE OF W8x18 BEAM INTO EXISTING WOOD BEAM EXISTING 6x10 WOOD BEAM (VERIFY ON SITE) EXISTING TONGUE AND GROOVE CEILING. CAREFULLY REMOVE PIECES AS REQUIRED AND SAVE FOR REINSTALLATION. W8x18 1 /4" (TYP) 3/4" 0x3" LAG TYP) EXISTING WOOD BEAM W/ STEEL PLATE I a ADD 1/2" THICK x 8" WIDE STEEL r PLATE ON EACH SIDE OF WOOD BEAM. SEE DETAIL ON S-2 SCALE: 3/4"=1'-0" REVISION "A" 5/4/2005 REVISION "B" 8/5/2005 r 1 THESE DRAWINGS, THE IDEAS, CONCEPTS, AND DESIGNS EXPRESSED HEREIN ARE THE SOLE PROPERTY OF THE ARCHITECT. NO USE, REPRODUCTION, OR DIUEMINATION MAY BE MADE OF THIS DOCUMENT AND THE CONCEPTS SET FOR T H THEREON FOR ANY PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF ROBERT BARNES ARCHITECT, ROBERT BARNES 8 ASSOCIATES. Q 2003 N° REVISIONS DATE ppm t l r n 1 00 I I Architecture and Planning AR0010526 221 N. Krame Avenue Homestead, FL 33030 305)247-6150 305) 853-0008 J PROJECT N° 2003-19 DATE LAST ENTRY 08/05/05 DRAWN by KLB CHECKED by JRB DATE ASSIGNED MAY'03 SCALE AS SHOWN DRAWING NUMBER 0 IEI *3 S:\2UMPANO - CORAL GABLES\Scheme 'C' - 1-26-04\2003-19-S3_C.dwg, S-3, 8/5/2005 1:52:34 PM, Sam Al 11 of Cora/ >b;;s ., ng Permit 0: Q q o 5� 7 Stxtioii—T--67; CAL :SVARD ARCH, 80.6 -PD OR ARCH 1 _ifki.-. �n ticHnti44 CAL ti3 OWNER R '£LHLDEF G: i11 1 rCe ! 6{# d; Cf iF r i �� y,. C.e r4i9daf a:i; City 9•..ru .-.ri gata4-. rts. Cli F cr • t.• 'S aae ! !C' f1}ty rAe w the$e r ar3S. t • n �'�.h�'a Cw •l�ai 4::� '�r�l i..Aw:L Obi 6 t:;t 11 111 11 IR 726625 V c 1 3c8. 3 111 TYPICAL 8x12 TIE COLUMN - REFER TO SHEET S-1 FOR DETAILS CLG HEIGHT 6'-4" SLOPING TO r-5 1 /2" NEW 8" CMU WALL: REFER TO SHEET S-1 FOR DETAILS WINDOW SCHEDULE DOOR SCHEDULE DOOR TYPE MATERIAL SIZE SADDLE JAMB REMARKSMARKCODETYPE SIZEµ REMARKS 1 SC WOOD 2'--10"x6'---0" WPS WOOD DOCK STORAGE ROOMA22MATCHEXIST37-3/4");26 MATCH EXISTING WINDOW STYLE - COORDINATE WITH OWNER 2 SC FLUSH WOOD 2'- 0"x6'-8" NONE WOOD 3 SC FLUSH WOOD 2'-8"x6'•--8" NONE WOOD 4 SC FLUSH WOOD 2) 1'--6"x6'-8" NONE WOOD BATH ADDITION CLOSET 3 SC FLUSH WOOD 2'-8"x6'.--8" NONE WOOD 2'-11 p 2'--10 CLG HEIGHT 7'-5 1/2" SLOPING TO 9'-4 1/2" RELOCATE EXISTING CONDENSING UNITS AND ELECTRICAL EQUIPMENT 0 N r- RELOCATE CONDENSING UNITS ON EXISTING SLAB I tr ii OCK TORAG i i i i i REMOVE EXISTING WINDOW COMPLETE AND CLOSE OPENING WITH 2x8 PT AT 16" O.C. EXISTING WINDOW TO REMAIN LEI 8" CLOSET") f1S-4" i i REMOVE EXIST NG WALL COMPLETE NEW 6" SLAB ON i EXISTING SLAB/FTG DOWEL i 4'S AT 12" O.C. TO EXISTING - SEE SECTION X-X DWG S-3 i i4'--4:" SPIRAL STAIR: 2E5"(MIN) WIDE STAIRWAY 13) TREADS, 1 4) 9" RISERS HANDRAIL ONE SIDE REMOVE EXISTING DOOR COMPLETE AND CLOSE EXISTING DOOR OPENING WITH 8" CMU (MATCH EXISTING) EXISTING WALL .7- I EXISTING WINDOW Fd, COORDINATE DOOR STYLES WITH OWNER 5'- 0" REMOVE EXISTING INTERIOR WALL COMPLETIE NEW 4" N.L.B. FRAME WALL: 3-5/8"x2..5GA MTL STUDS AT 24" O,C. W/ 5/ 8" TYPE X' GWB EFACH SIDE W/ 4" R-11 INSULATION (TYP HATCHED INTERIOR WALLS) X S-3 NEW DOUR IN NEW 2x8 STUD WALE, T EXISTING OPENING iVk 1_12 a In 3'-a EXISTING DOOR REMOVE EXISTING RENCH DOORS COMPLETE EXISTING WINDOW XI IS FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" BATH ADDITION AND SPIRAL STAIR REVISION "B" REVISION "A" i76() 5/26/2005 5/4/2005 1 1HESE DRAWINGS, THE IDEAS, CONCEPTS, AND DESIGNS EXPRESSED HEREIN ARE THE SOLE PROPERTY OF THE ARCHITECT. NO USE, REfROCLI TION, OR UISSEM1NATIGN MAY BE MADE OF THIS DOCUMENT AND THE CONCEPTS SET F< 911H THEREON FCR ANY PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF ROBERT BARNES ARCHITECT, ROBERT BARNES & ASSOCIATES. © 2003 N° REVISIONS DATE to 1 I= I C. Architecture and Planning AR0010526 221 N. Krone Avenue Homestead, FL 33030 305)247-6150 305)853-0008 PROJECT N° 2003-19 CADD FILE 03-19-A2 DATE LAST ENTRY 05I26M BRAWN by KLB CHECKED by JRB DATE ASSIGNED MAY '03 SCALE AS SHOWN DRAWING NUMBER A a O 0 f i EXISTING FOOTING TO ` REMAIN EXISTING GRADE BEAM AND PILE. VERIFY IN FIELD. 4 AT 16" O.C. TEMP 4 AT 12" O.C. TOP AND BOTTOM NEW 6" CONC SLAB ON EXIST EPDXY GROUT #4'S AT 12" O.C. MIN 6" INTO TOP OF EXISTING SLAB/ FOUNDATIONS W/STD 90 DEG HK IN SLAB j\\j\/ SECTION X-X RT18 W/ (7) 16d NAILS INTO RAFTER, (5) HILTI X—DNI FASTENERS INTO EXISTING TIE BEAM WITH 1-1/2" EMBEDMENT UPLIFT CAPACITY = 1020# NOA = 01-0912.05 EPDXY GROUT #4 AT 12" O.C. 6" INTO EXISTING SLAB 1'-4" 4" OFFSET II I I 11 II II I! 6" 12 8" CONC WALL REINF 5 AT 12" D.C. EACH WAY CO cxicnur. cnNc SLABEXISTINGCONC SLAB EXISTING FOOTING TO REMAIN 2.75 EXISTING GRADE BEAM AND PILE. VERIFY IN FIELD. SCALE: 3/4"-1' —0" ROOFING (SEE ARCHITECTURAL DRAWINGS) 2x8 RAFTERS AT 16" O.C. 4 AT 12" O.C. TOP AND BOTTOM X//X/\X/\X/,%/\X \///Yj/\X \X/\Y/\X/ X/; %/; %/\ \X/1 16x16 GRADE BEAM REINF (6) #5 CONTINUOUS, #3 TIES AT 6" O.C. 3.5"0 PIN PILES REINF (2) #5 (TYP) SECTION B 8'-8" SCALE: 3/4"-1'-0" 1'-4" USP DTC W/ (4) 10d NAILS IN SEAT PLATE, (9) 10d NAILS IN STRAP UPLIFT CAPACITY = 1410# NOA = 01--0724.06 MATCH EXIST MTL DRIP MATCH EXISTING FASCIA 4" CONTINUOUS SCREENED VENT 8x12 TIE BEAM REINF W/ (4) #5 CONTIN, #3 TIES AT 12" O.C. 8" CMU WALL REINF #9 LADDER TYPE EACH SECOND COURSE. #5 VERT AT 32" O.C. OR WHERE SHOWN ON PLAN 1 /2" STUCCO ON 8" CMU WALL 3/4" STEP INSTALL METAL FLASHING AND CAULK AT BASE OF WALL 16x16 GRADE BEAM REINF (6) #5 CONTINUOUS, #3 TIES AT 6" O.C. EXTEND PILE REINFORCEMENT AND BEND INTO TOP STEEL 3.5"0 PIN PILES REINF (2) #5 (TYP) 3.5" TOTAL DEPTH CONC SLAB REINF 6x6--W1.4xW1.4 WWF ON 1.5VL20 COMPOSITE METAL DECK FASTENED TO TRUSSES W/ 12 SCREW IN 36/7 PATTERN L4x4x1/2 FASTENED TO TRUSS AND PLATE W/ (2) 1 /2"0x2" LAG BOLTS (TYP TOP AND BOTTOM PLATE) USP RT18 W/ (14) 16D NAILS AT EACH DUMMY TRUSS AND SUPPORTING TRUSS INTERSECTION DBL NEW DECK 0 EXISTING ROOF AND TRUSSES. FLASHINGNG AND CRICKSHET AT END OF DECK (SEE ARCHITECTURAL DWGS) 2x6 FILLER WAE L: 2x6 AT 8" O.C. AT END OF TRUSSES W/ 3/4" EXT GRADE PL't'WOOD A EXTERIOR FACE AT EDGE OF HOLD DOWN BRACKET (SEE S-2 FOR DETAILS) 5/8" PLYWOOD EACH SIDE OF EXISTING TRUSS (REFER TO S--2, SEE DETAIL S-4) 3/4" x 11" STL PLATE EACH SIDE OF EXISTING 3 PLY BEAM AT LOCATION OF NEW DECK FASTENED WITH 3/4" 0 THRU BOLTS AT 8" 0.C. STAGGERED (SEE S-2 FOR FASTENING PATTERN) EXISTING (3) 2x12 EXISTING STEEL COLUMN EXISTING 6" STUD WALL W/ STUCCO ON MTL LATH ON . PLY, PATCH AND PAIN1 " STUCCQ AS REQUIRED EXISITING FLOORING ON EXISTING WOOD TRUSSES TO REMAIN EXISTING TIE BEAM TO REMAIN. LOCATE EXIST REINF. PRIOR TO DRILLING HOLES SO AS NOT TO DAMAGE REINFORCEMENT. Wax 18 1 /4" (TYP) 3/8" STIFFENER PLATE L6x4x3/4" ANGLE 8" LONG 3/ 4"0 HILTI KWIK BOLT II W/ 5" EMBEDMENT INTO EXIST CONC T.B. EXISTING SLAB AND FOUNDATION SYSTEM TO REMAIN SECTION A cO I ROOF TRUS 1/2„ ON 3 PLYW DUM FI LL.E' NAILS AT P' GUARDRAIL AT 42" AFF PER FBC 2001. GUARDRAIL TO BE FASTENED TO ANGLE PRIOR TO CASTING CONC. FASTENING BY RAILING MANUFACTURER, UTILIZE PERIMETER ANGLE FOR FASTENING RAILINGS. PROVIDE SHOP DRAWINGS FOR APPROVAL L3-1/2x3-1/2x1/2 AT SLAB PERIMETER FASTENED TO DUMMY TRUSS W/ #12 SCREWS AT 4" O.C. (TYP) AND FASTENED TO METAL DECK WITH 5/8" PUDDLE WELD AT 6" O.C. TOP AND 16d NAILS EACH LATF 6 BOTTOM HARDI—BOARD SIDING FELT ON 3/ 4" CDXK OD FASTENED TO Y TRUSSES AND WALL WITH 10d AT 6" O.C. (TYPICAL RIMETER OF DECK) CUT XISTING TRUSSES AT THIS LOCATION (SEE PLAN AND RUSS MODIFICATION DRAW NGS ON S I4) NEW IRDER TRUSS SPAN ING BETWEEN EXIST NG TRUSSES (REFER TO S 2, MANUFACTURER SUB T SHOP DRAWINGS) 1 /4" L6x4x3/4 8" LONG W/ (2) 3/490 HILTI KWIK BOLT II INTO EXIST TB WITH MIN 5" EMBEDMENT EXISTING $" CMU WALL W/ STUCCO FINISH. PATCH AND PAINT AS REQUIRED SCALE. 3/4"=1'--0" WATERPROOFING. SEE SHEET A--4. FASTEN TOP OF STL COL OF SPIRAL STAIR TO STEEL ANGLE USING 1/4" CONTINUOUS FILLET WELD FLASHING ALLUMINUM SPIRAL STTAIR COLUMN BY WANUFACT. SPIRAL STAIR MANUFACTURER SUBMIT SHOP DRAWINGS CLAY TILES ON 30# FELT ON 90# SLATE ON 5/8" CDX EXT PLY ON NEW JACK TRUSSES J MATCH EXISTING I SLOPE NEW JACK TRUSSES. CONNECTION BY TRUSS MANUFACTURER. MANUFACTURER SUBMIT SHOP DRAWINGS) MATCH EXISTING FASCIA SPIRAL STAIR MANUF. TO PROVIDE PLA.TE. . PROVIDE ISOLATION MEMBRANE BETWEEN7—. '" ALUMINUM & STEEL AND BOLT TO W8 W/ S.S. BOLTS 3/8" STIFFENER PLATE CENTERED BELOW SPIRAL STAIR COL (TYP EACH SIDE) W8x18 BEAM BETWEEN EXISTING WOOD JOISTS EXISTING DECK 3/4"0x3" LAG BOLT EACH SIDE OF W8x18 BEAM INTO EXISTING WOOD BEAM EXISTING 6x10 WOOD BEAM (VERIFY ON SITE) EXISTING TONGUE AND GROOVE CEILING. CAREFULLY REMOVE PIECES AS REQUIRED AND SAVE FOR REINSTALLATION. w 6 co i W8x18 r 1 /4" (TYP) 3/4"0x3" LAG TYP) EXISTING WOOD BEAM W/ STEEL PLATE ADD 1 /2" THICK x 8" WIDE STEEL PLATE ON EACH SIDE OF WOOD BEAM. SEE DETAIL ON S-2 REVISION "A" 5/4/2005 r 1 THESE DRAWINGS, THE IDEAS, CONCEPTS, ANO DESIGNS EXPRESSED HEREIN ARE 7:1E SOLE PROPERTY OF THE ARCHITECT. NO USE, REPRODUCTION, OR C'SSEMINATION MAY BE MADE OF THIS DOCUMENT AND THE CONCEPTS SET FORTH THEREON FOR ANY PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF ROBERT BARNES ARCHITECT, ROBERT BARNES & ASSOCIATES. o 2UO3 N° REVISIONS DATE I. Architecture and Planning AR0010526 f i C== J 00 1 J ER A V ES ASSOC IATES 221 N. Krome Avenue Homestead, FL 33030 305)247-6150 305)853-0008 J it PROJECT N° 2003-19 1 DATE LAST ENTRY 05/04/05 DRAWN by KLB CHECKED by JRB DATE ASSIGNED MAY'03 SCALE AS SHOWN NA. DRAWING NUMBER J 0 G7 23 S:\ZUMPANO - CORAL GABLES \Scheme 'C' - 1-26-04`2003-19-S3_C.dwg, S-3, 5/ 4/2005 11:13:41 AM, Sam /EMI ',1x,Rrancto. 04.1 4 x OF C ; LES !NG / ZONING DEPARTMENT SEC, to NIST CAL 130ARD-s-X PR'CH.. BOPRD.,Cn Mat. ZONING,. EL.EC `R CA1L 5VECiiFt s„AL ST'RUCTU¢?A! ARE FtTI PUBLIC WORKS I IL -L ING,= :E CIAL f,z/U 11. Subject - rat,�p'i I _e +h ail "e' t 1, l- am* arc': Y ;.'i s and £sue "ocas. City 2s iF?ice CID tespo .Eon, ier accunc ntior Iesuts from eiese m DATE ;his cclwot plans musk 2 /3iI b?e on buf:di g w lspectior w:1 b e conducted, uct d, C\e—)7006,6 3 Vj A r FAFAVA FA FAO FA FA FAO FA FA OIVAI FA FAPFAill FA rA0r10? 106020344 IySpECT7GN NFIMPFP CITY OF CORAL GABLES INSEcTION GA y INSPECTION REPORT STRUCTURAL $i7E AomES 850 LUGO AVE �..._ TYPE N49A R INFORC ING STEEL CON fHACTOH .. .._._....-_-__--.. ROBERT R SMITH CONSTRUCTION C QuA1<IFI Ern SMITH ROBERT R r � 1aERMlT 2UMB kl O4O6O PERMIT O CRIP'r,OPi— ADDITION [ $5 5 .r. . bOSERVATTon =DECK . 1 NTER I OR -Ex TER I OR AIRS • & BLOCK UP OPENING $18,000 CORAL BAY SEC u -2t5 'i!iTiOnr INSP€CTITIN If- ... .�.._. .. "A ZT7 AON Ni1MRFR 1406.487 = 1052350153' 465i 1? PROELPTV CODE 51180060250 r 1._ W/ GRACE ESCALONA 850 LUGO AVE CORAL GABLES FL 331564321 Ei;Ag oESCAiirriZIN- V 000" --roKiFdERIn TO -17.F i) PECT613 F.] —CATE SCHEI )LCP. VZ/Oi70B STOP ALL WORK VIOLATION OF ZONING LAW APPROVED ElREJECTED OWNE'4 NAM JOSEPH ZUMPANO & OWNER=: fr1Aa IN A 0K -0j L 1 APPROVED PLAN NOT BEING FOLLOWED f PERMIT NOT ON JOB Ll El APPROVED PLANS NOT ON JOB "REINSPECT ION FEE DUE TO: VIOLATION 0;4 NOT READY THERE IS AN AUTOMATIC RE I NSPECT I ON FEE FOR THOSE INSPECTIONS COMMENTS FR M THE INS P TOR: �...,._`_. _ .. ... a WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY 460-5245 46C 5563 4 0--,` 02 , BUILDING & ZONING: FIRE. PUBLIC WORKS: 11'.I,1aA[P'R F;U'A fSLH `.i3*JAf LN .._. ew�- 1. LEAVE AT SITE 2. OFFICE 3_ INSPECTOR COPY — 110: 00° 00°11 00° 00° 0°°°° 0°°°° 00000 00°' 00°°° 00° 0°°°ll°°11:11 4d -51-1800560250— STOP ALL WORK 000° ❑ VIOLATION OF ZONING LAW 0000 0 11111 APPROVED ❑ REJECTED DUE * THERE I S AN AUTOMATIC COMMENTS FROM THE INSPECTOR: 0111°. 100° --0401191521a rAdi FA I Fa A VA OP VA I FA VA ra /1111 FA OrA rA d Fp 195050116+0N Nl1MBEti CITY OF CORAL GABLES STRUCTs T e* CAtE3o" ( INSPECTION REPORT -0°°. p0100°— bl�m(o052 !Mg:MAUAPPL I CATfoN NUMBER AIRS. & BLOCK UP OPENING 118.000 AIRS. BLOCK UP OPENING *1$,000 5 01177 0000=41-641"C"15C15":1144-850 LUDO AVE CORAL GABLES FL 331566321 fi6 0/ `— — _LEG ����P000 NirDelleaRVAireIRY-7 "61° Pis NAK JO/000 01.1. A:_4� TraN 0°6# INSF.BY. LAGEr E.J. 05/05/0592/0 /- 44.4n scHErPo 'D IZAre +fiseECTEa Li APPROVED PLAN NOT BEING FOLLOWED ❑ PERMIT NOT ON JOB ❑ APPROVED PLANS NOT ON JOB RE I NS PECT I ON FEE FCIR THOSE INSPECT I ONS REJECTED 0000/11/11.°1°°°°° 11• REJNSPECTION FEE VIOLATION OR NOT READY 01°°°°°°°ll°°°°°°°/ El WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTION$ ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION - CALL THE APPROPRIATE&�BER TO SCHEDUMEMUMSTION FOR THE NEXT DAY 460-5026 BUILDING & ZONING: FIRE: PUBLIC WORKS: efar-AP-ArAr.drAPFAir%;r:14;77:drAPTAPPArAPPFA NSRE CTOR NUMAFF / tt. SIGNA' IJI LEAVE AT ArAiroirArArarAPAPPArArrAirAwArAranorp lNssecT rr WU MBAR CITY OF CORAL GABLES R i.;lis€CTICI4 CATerGORv O61223Z6lo INSPECTION REPORT STRUCTURAL TUC AVE N458 FINAL STRUCTURAL — SHUTTER P.ONTRACT R�_ 30 0°1111 3�6lT�� SMITH ROBERT R `?46 112 P ceRH ERzq - JL 4 1,... .6}1 FR -R _. —_.. .._ ob i 1 6 b 'DPTiaM 6N— t 0.°1 • • (135--S .�ERVAON DECK, T T3 RITER I ALI : EXTERIOR ST AIRS. IL BLOCK l.0 P OPENING 1118,000 PRDGERTV G v eAs NAME /6;01 s 11804$250 1 J- EPH UI'� +�i a —T ar GRACE ESCAL0N 850 LUGO AVE CORAL GABLES G 331566321 — . - (CAL DESCRIPTION - 0."°°""°°111° 0 STOP CQMMJNTS TO THE INSPECTOR 1 - - DATE INsPEC L- - ALL WORK C1 APWFIiivED PLAN NOT BEING FOLLOW ----I/1 Jr ED TION OF ZONING LAW [1 PERM:1 NOT ON JOB 10°°°° --.- ----- -.--- 0 APPR°VED PLANS NOT ON JOB Li * REI iSPECTION FEE TED / 0 11141/11 APPROVED REJECTED T0 DO: VIOLATION t>E > A NOT READY 0 THERE IS AN AUTOMATIC RE I INSPECT I DN FEE FOR THOSE INSPECTIONS REJECTE COMMENTS FROM THE INSPECTOR: ___.___ 00 011 ROBERT R SMITH CONSTRUCTION C 0000 u0°1° VIOLA 100° Ao0FadrArArAprApir 1. LEAVE AT SITE 2. OFFICE 3. INSPECTOR COPY AprAFFArAir _._....__. WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE, * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION_ CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECT ON FOR THE NEXT DAY BUILDING & ZONING: 460-5245 460-5563 4bO SCSL PUBLIC WORKS: 460-5026 , ;P -;-(-,:tJ:sMHEH 01#1°1 /// 10000 ..,,raraprArAirArrAirerAgrArAreArArrArArp NSPECTNpN NUP4U U CITY OF CORAL GABLES !NSplL0.Ti NJ 'e.AT£GOAY ff 06122322 ------ STRUCTURAL INSPECTION REPORT E. ► �Io LUGO AVE_441 CORAL SAY SEC B 10.°1 ara NAT; iia F€rION_. _._.._ .. TrPc H978 t STAIR RAILINGS cONiffAttOR r TSPR5 rl ROBERT R SMITH CONSTRUCTION C ---.._3652315 SMITH ROBERT R pERroNT riuwa a ____ -_____IL -- - i lt.w �rSru NuHBTh 04060529 06116866 PER QESCRNPTNN}N ADDITION (B'S S.F.),OggENVATTON DECKr INTERIOR ALT. LEPHONE 2465112 AIRS, & BLOCK UP OPENING $I8r000 PROPERTY C9DE 1 51180060250 WI GRACE ESCALONA OWNS AS NAIVE JOSEPH ZUMPANO & 850 LUGO AVE CORAL GABLES C 331566321 —Z At N i C'r(1wAI 7T$ - TO THUNSMCI OR 0.°611° 0"----- 1Z/25."0 "12- _- 0110 ❑ STOP ALL WORK ❑ VIOLATION OF ZONING LAW 0°41 "6°1 0 Air * LEAVE AT SITE 2. OFFICE 3. INSPECTOR COPY Li n EXTERIOR ST DATE-YISPEC7Ep APPROVED PLAN NOT BEING FOLLOWED PERMIT NOT ON JOE APPROVED PLANS NOT ON JOB * REINSPECTION FEE 100°) 014 0111144 NOT READY * THERE IS AN AUTOMATIC REINSPECTION FEE FOR THOSE INSPECTIONS REJECTE COMMENTS FROM THE INSPECTOR: 0000 WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. 01111161111"°11" REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PRONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING ZONING: FIRE: FIRE: 461? -5563 460.5026 PUBLIC WORKS: :PF1oRN;::. NiahyA 7U APPROVED 0 REJECTED DUE TO: VIOLATION + \IIMItLfltIt1l1 Fax. 460-5371 THE CITY OF CORAL GABLES, FLORIDA FINANCE DEPARTMENT CONTRACTOR BIIhLDING RELEASE FORM 405 Biltmore Way P.O. Drawer 141549 Coral Gables, FL 33114 This form must be completed, as stipulated and required on the "Application For Building Permit," and returned to the license section of the Finance Department for processing at least ten (10) days prior to completion of work. It is understood and agreed that a "CERTIFICATE OF O 7CUPANCY" will not be issued, nor bond monies returned, until ALL CONTACTORS and SUB -CONTRACTORS who actually performed work on the job, have been listed on this form. All such Contractors and Sub -Contractors must provide a copy of State Certification (Florida) and an Occupational License from the county or municipality where place of business is located. Contractors and Sub -Contractors not licensed by the Department of Professional Regulation will require a Municipal Contractors Occupational License and Certificate of Competency from Dade County. PLEASE READ CAREFULLY This form will not be accepted by the Finance Department, unless it is filled out completely, and signed (for lines not applicable place N.A.. on form.) Keep a copy for your files and turn the original in to the License. Section. A Licensed Inspector will be visiting your job site periodically to insure Contractors are properly licensed. Subject Address: Apt. No., Floor, Suite O 44"q40"e Permit Number: Property Folio No.: e, 17166'6 spy Application Number: Date: Description of work done: day)' 4,41 c h 1 O4 b t c Owner: Social Security Number: Phone Number: dos-et4 ,c4 3 e.9%3. -G. ? 9 g.52.,. Address: City: State & Zip .4 ICNAb Cart d 67,4 // 3 I' ilder: State Certification No: Municipal Occupational License/Occupational License No.: Address: City & State & Zip: Phone: LICENSE OFFSS THIS RELEASE FORM HAS BEEN CLEARED BY: WORK DONE: List below all Contractors and Sub -Contractors under the above Permit number: CONTRACTOR: LICENSE NUMBER Structural D iyes.. / f e 1 X c4-04 co CA/02 o Electrical ChildAre ._ e rl~- ,i`` ' in0 0 S C: ' I Z Plumbing _ /)1 l7 & 46---- • _CAF:c.c. -1.-cte)A-s I-) 1.1... Iviechinicel 1 x i. ,= I `I' 4P-4 5 Roof Swimming Pool Carpentry Cift Petg/2-C3 041 Concrete Work V Masonry/Blocks 4 i.e /1-71-1------ Demolition Foundation ietki. ft, _sr',G. , r' tit Septic Tank Windows �. . .. ... �.r �,f Doors f'a___fi st_` .e. __ -___ /J R� Fences Steel Placing ii f ; Olt— Plaster/Dry Wall ` PeA Steel Erection Painting /#v e,,IX ,,{ Paving Fire Sprinkler Flooring Pik Driving 1 rokti 1t7D .5' t. d j + f c C 053'4" `%�A OIC, Elevator LPG/Gas Insulation ,. / ,; . {',fir t13 21 Awnings /fob epi it cien/iA OA— Signs , Tile 1l ► t� ,, / Guniting/Pres. Grout REMARKS: DAY LABOR: Where this type of work is performed, the employer is bound by law to withhold from the employee's pay certain deductions for social security and income taxes and to make a return thereof to the government. Also, other requirements are compulsory for the employer as to Workmen's Compensation Insurance and/or Unemployment Compensation insurance. Therefore, to support the performance of work on a day labor basis it is required that you submit a copy or copies of certain documents to substantiate your claim. This form must be completely filled out and signed by Contractor or Owner. In the event it is not completed in full, it will be returned to you or it will be held until someone contact:+ this Department. I hereby state that I am the owner -builder of the above and that no general contractor was employed in any way whatever, and I hereby request that occupancy be permitted for the above property. Owner Builder: I hereby request that occupancy be permitted for the above property: Licensed Contractor: zZ :I Od UN(' LSI 5lell 00 40 W3 1033103 1�iAll1 C: E: F: 1: F" I C:::PIT El: C 1 E #::1t'1ii=4i.. F:_ T I CJt'.i C 11 'Y C►1" CORAL. GAt.t. : ; fat 111,D [ NI a a •tJN.i NG; OF PAR't'MENT THr;i IS NUT A Cr:11:.1 UFIt:A1E OP OC:tUPANCY wt1 CH tU 111-Qtf1ttED ON ALL U1.4ES OTHER THAN S)1►CLT'. FAMILY. $EIOHE A 31RUCTUREE CAN 11t- ttCCUFI1•D. °). te of this Curti flat*• .01"i 4I/O t Qw, iQ ... _ ...... Ji t3VPH zt.#M PANII 4 P .r m t ti131 der . tinecRT R $P1 E TTH CONSTRUCTION CO Control number 0740#13:3an asr 1 i l rid pt.prsri it numraar.... Ci.4 O;; !9 Purpose _ .. . 1'c: i i o number. • Lt'9itt CSm$[:r;ptt.t'trc. ADDITION (85 $.E . › .OBe € kVATION DECK, INTERIOR ALT. EXIET 511:-10060X50 i..LIGO AVC CORAL RAC i :C 8 Ph 65-115 LO! LOT x 1 Z1: 1.00 ,000 ,€ 1 1.: : OR 1 fa i)8 -' -',c 0 Q 0,44rt 1 rle:As( be ativi' . '0 th«t th#r rif. Fes,.r i't' r!s. PTAs mauls ..t1 i ns}.'et t i care on t h ytyrks �. t i+r•c. ,. �c j n c t• nec al,s tr� i 1t rgl t4;t i Tins and 1ntidec t i Vhf'. r`t' '.; t L : f r i.IF ^olktired Y i�itii or t.h. .,tte. *Lich r:s parkin9. IztrMsca ing, czssw of sinll1k- r si ttt.-ni et, craly; . This Cortlfic. to of Campl*?t-or' Ct�ir- ..if ! s that JLl in-Tockinns hav4 lolen COo'•lce1Cif in ac orNriancr4 with t Florida Ruilli.ng Codoo Ordin r,esp•4. ;x=" t •s",. Lit-. of ;r:,r°ai Ras=J1:.t ir)rr•`r and .all otYror- •.3 p'1 id'a' i?la requl t ":")nn.' c t.:i un with ;h» pur'poso 1 i. t ed 3t' ove. /9 7 D<; t * , 1 f" € ni i. y cover ovew n is in the ACCOUNT1N3 s NVl L i t+ WI THOU f AN At"'`f' "Q'. 't'•.D "_ 1 11NATURE . , Valein1ik„ tram sza' . 2.-.0.na,.444414t44..V.ft .041.. .rr, INSPECTION REQUIREMENTS BLD.3.513 07:02:09 Jan 24 2007 Permit.. Control. Prop Cd. Appl.... Aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa- e CODE TYPE INSP-NO RESULTS INS -DATE SC}ID-DTe -aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa- 13 N411 * FINAL - STRUCTURAL 01/16/07 {Conti 01/24/07 12/22/06 12/27/06 -.--- --- 08/24/06 04060529 Owner.. JOSEPH Zth4PANO & 03083385 Addr... 850 LUGO AVE 51180060250 Desc... ADOITIOF, (85 S.F.),OBSERVATION DECK, INT 04036487 Res. addn.-single family 1 level 14 H003 * 15 N459 16 N458 17 N490 * 18 N572 * 19 N465 * 20 N421 * 21 N509 * 22 N566 * 23 N476 * 24 N498 * Bldg. release form APPROVED SHOP DRAWINGS - SHUTTERS FINAL STRUCTURAL - SHUTTERS SHOP DRAWINGS - WINDOW(S)SETBACK - STRUCTURAL PILE LOGS GRADEBEAM- - TIE BEAM - 01 FLOOR - PREREQUISITE ROOF FRAMES - -- - - INSULATION -- 1ST FLOOR REINFORCING STEEL 07011216 07012347 06122325 06122 326 06082673 04120458 05040382 05040':24 0505296 05081689 05082121 06020144 PASS SATISFI SATISFI PASS SATISFI PASS SATISFI PASS 04/05/05 04/05/05 :14/07/05 PAS.a 08/17/06 PASS 08/19/05 PAS: 08/23/05 PASS 08/17/06 01/12/07 12/22/06 04/01/05 04/07/05 08/16/06 08/18/05 08/22/05 08/16/06 PERMIT STAT ACTIVE IN ACTIVE FILE JOB STAT A(•TIVE IN ACTIVE FILE Line#, [F] -Fwd, [B] -Bckw, [*].-No Update, [x1 Exi , [Pi -Print, [+_.x] -Comments [IX] Insp Notes [Dxx] -Del Line [J] Job Comments.; (A] -Add Line 6/, l 4vit Cj41caol zz/ APPLICATION FOR PERMIT CLOSE-OUT Certificate of Occupancy Temporary Coritficate of Occupancy [` Createof Co o, C� Temporary Certificate of Coen 0 Bond Rid Date Requested: 7 hloierlifApplicantsName: Phone No.: 30 S - 9 ' 5/71 Permit No.: 0 Job Address: SSO A 94 c/ be -processed -within 7113/2005 Center of Se cti on 18-55-41 N 89"41'30" E 1912.35' AVENUE L UGO 100.00' N 89'41'30 " E 24 2 co • c 0---u • Power Pole 10. A • u1 co 8 • 4.79. 4 5 Water Meter 89'41'3" E 100.00 11 10 9 0 8 0 3 0 • N. / i;R- ZA x'1/30.50'/ V I. 5�5.51'�4/://,/,'" /4 �/ :40 � ne Story /% : / /BSS House ,r' ff cr Lle�-14. 1$ / 7 ?\2; i 5 :///////7710 ://1 yr/ // in 7,00',/,''.7. 06 .0 SKETCH OF SURVE • A • 1 . r 16 0 ad 25 100.00' 17 5 B9.41' 30�.... $ W 0 18 1p' 5.9 r . /: 4 8.80 6 nG 07 j) .-13.04' •\!.•'Y 0 q. A/C (—Slab at; Piling Lo catio n (Under Constru ction) 1 Co ncrete Wall 13.46' 13.39' 13 .70' 26 CANAL 20 10 0 20 W ELEVATIONS FLOOR ELEV. 14.18' A/C SLAB 12.50' GROUND - 11 90' ROAD = 9.86' FLOOD INSURANCE INFORMATION COMMUNITY NUMBER- 120839 . PANEL NU MBER: 12025 C 0278 J. DATE OF FIRM: 2 MARCH 1904 . INDEX DATE 17 JULY 1995. FIRM ZONE: VE BASE FLOOD ELEVATION: 14.0' CITY OF CORAL GABLES SURVEYOR'S NOTE: TREES NUMBERED 1 THROUGH 18 ARE LISTED ON A SEPARATE TREE LIST ATTACHED. 21 2 1 A>1$NIE skikr P1l',pR ',ad Zone AE 13 .0' LOCATIO1J SKETCH (SCALE 1" •• 2000' hood Z one VE 13 . C' Flo od Zo ne VE 14.0' AVENUE 12100 23 • 25 24 CAfNAL 26 27 s 2 2 26 27 28 35] 34 12) 33 32 CANAL LEGAL DESCRIPTION LOT 25 BLOCK 3 OF THE PLAT OF 'CORAL BAY SECTION 8" AS RECORDED IN PLAT BOOK 65 PAGE 116 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA SECTION 18, TOWNSHIP 55 SOUTH, RANGE 41 EAST idi alni-Dade C ounty Foli o a 03-5118-006-0250 ADDRESS: 650 AVENUE LUGO CITY OF CORAL GABLES. FLORIDA 33156 SURVEYOR'S NOTES ' BOUNDARY SURVEY WAS PERFORMED 14 JUNE 2003 . • THE ORIGIN OF BEARINGS WAS PER THE PLAT AND USING THE CENTF" LINE OF AVENUE LUGO AS W89°41'30"E . • ELEVATIONS ARE N. C. V. D. OF 1929, BM WAS A DADE COUNTY BENCHMARK (C-318). LOCATED AT SW 237th AVENUE AND SW 126th STREET (AVENUE LUGO), BRASS DISK IN CONCRETE SEAWALL, ELEVATION 4.07 FEET . • UNLESS IT SEARS T HE SIGNATURE AND THE ORIGINAL RAISED SEAL OF FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND 1S NOT VALID. • IT I5 A VIOLATION OF THE FLORIDA ADMINISTRATIVE CODE TO ALTER THI5 SURVEY WITHOUT' THE KITTEN PERMISSION OF THE SURVEYOR AND/OR JAMES BEADMAN & ASSOC., INC. SURVEYOR'S CERTIFICATE I HEREBY CERTIFY: THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORT BY THE FLORIDA BOARD OF LAND SURVEYORS AND MAPPERS PURSUAXT TO SECTION 4-72.027 F .S. AND CHAP T=81 ..6 17-B F.A.C. JAMES E. __BEADMAN P. L S. NO. 2997 LJ3cam- .p901-493 Updated to show Piling under C onst. JEB JAMES BEADMA N AND ASSOC., INC. 11501 SW 57th TERRACE MAW, FL 33173 Ph 305/252-0741 _ Fax 305/598-5994 BOUNDARY SURVEY FOR JOSEPH I. ZUMPANO, Esq. D11N BY: JEB APP'D BY: J.E.B. I JOB No.: 4776 \ wave 11MYDOCUMtNTS\Drawings 4000-4994'070014776 kph Lr Sno 11X17A ng, 2/2/2006 3:10:14 PM rer ArAtAFAIFAFAPFAVArAirj:AFAFAFAFAP:eArf NSP CT ION NU BEFI 05081728 $+TE ADDRESS 850 LUGO AVE E - ROOF SHEATHING CONTRACTOR CITY OF CORAL GABLES _ INSPEcrtOal CATEBORv INSPECTION REPORT STRUCTURAL CORAL BAY SEC 8 D ESCRI pTI ON • INSPECTION ELEPHONE ROBERT R SMITH CONSTRUCTION C 3052350535 DUAL+PIER SMITH ROBERT R 24b5ii�TE`2 ` '� PERMIT NUMBER 04060529 PERMIT OEScRIPTION APPLICATION NUMBER F4036487 M.CO.6'15%7 031 4 10°,4 FA pr, • 030433850 rROI NUMBER ADDITION (85 S.F.),OBBERVATION DECK, INTERIOR -ALT. EXTERIOR ST AIRS, & BLOCK UP OPENING $18,000 PROPERTY CODE 51180060250 W/ GRACE ESCALONA 850 LUGO AVE CORAL GABLES FL 331566321 4 0101 ,00 LEGAL OESCRIPTIQN OVIDE ADDITIONAL NAILS COMMENTS TO THE INSPECTOR OWNERS. NAME JOSEPH 2UMPANO & OWN RS ILI A INSP.BY: PAZ, JOSE L. 12/30/05 DArp SCHEDULE6 01/Z5,06 STOP ALL WORK VIOLATION OF ZONING LAW DATE ++4$PECTED APPROVED PLAN NOT BEING FOLLOWED PERMIT NOT ON JOB APPROVED PLANS NOT ON JOB * REINSPECTION FEE E DUE TO: VIOLATION OA NOT READY 11"/ .110° °01111°°°11°. i * THERE IS AN AUTOMATIC REINSPECTION FEE FOR THOSE INSPECTIONS REJECTED Ail COMMENTS FROM THE INSPECTOR. WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. #& ZONING:460-5245 PUBLIC WORKS:460-5026 461°°./.111PF * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING INSPEC! OH NUMBER0111111111 SIGNATI,1 l bra e,4a-s378 r 1 LEAVE AT 2, OFFICE 3. INSPECTOR COPY jAigrarArArrArAgrAtirvArArrArrAPFArArr4FIKOPFAFF al0 ' A r A i PF A r F A A r A F A A r II' A F A F FA II FA F INSPECTION NUMBER 06011999 IT ADDRESS 1 Tvn N200 --FINAL - MECHANICAL CONTRACTOR ALFRESCO ATW, INC QUALIFIER AGUSTIN ALVAREZ CITY OF CORAL GABLES INSPECTION REPORT iNsPtctioN CATE46RY M CHANICAL 7MCTIWITOTrwprzyin- CORAL HAY SEC H PERIWT HUMBER APPLICATION NUMBER 04060529 4O3b 0 1-030153J= P€RUT OES IPTION - -" AD T I ON (85 S.F.) .OBSERVATION DECK, INTERIOR ALT. AIRS, & BLOCK UP OPENING $18,000 PROPERTY CODE 5118006€)250 OWNERS NAME JOSEPH ZUMPANO & W/ GRACE ESCALONA 0 0 0° 850 LUGO AVE CORAL GABLES FL 331566321 0 LEGAL DESCRIPTION OWMEAS MAILI ADDRESS CONTROL rUMNFE FA FA FA FA FA FA FA FA REJECTED Or EXTERIOR 5T VA COMMENTS TO THE INSPECTOR -- - 41 /Z6%Q&ATE SCHEDILLED ❑ STOP ALL WORD El APPROVED PLAN NOT BEING ❑ 01°. VIOLATION OF ZONING LAW ❑ PERMIT NOT ON JOB El APPROVED PLANS NOT ON JOB © *REINSPECTION FEE APPROVED 011°6° E] REJECTED TO: VIOLATION OR NOT READY * THERE IS AN AUTOMATIC REINSPECTION FEE FOR THOSE INSPECTIONS 101°1°.11°111 COMMENTS FROM THE INSPECTOR: 4 DATE INSPECTED FOLLOWED WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE, REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. /44/ *REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY 460-5245 01111° FIRE:460-',563 464--5026 BUILDING 8 ZONING: PUBLIC WORKS: 460-5026 T1 -.. - . 1 L VE A�' Z. OFFICE 3. I hISPECTOR COPY � �ArArAtArAiry 11 11 u u 1 1 11 790893 11 Tel: 305-460-5235 Fax: 305-460-5261 www.coralgables.com Date: Application #: _nt or CITY OF CORAL GABLES BUILDING AND ZONING DEPARTMENT Permit Application Permit Change: Change of Contractor Permit Extension Permit Renewal Permit Revision Permit Supplement DESCRIPTION OF WORK (PRINT): Permit Type: E Building Neel Heal Mechanical Plumbing Rooting Misr ] App. i)at .( t 61) PROPERTY OWNER: Name: .4 "� .n�1 F4 A" Address: �� `1 L+ L.. L.: ( c 4 I, City/State/Zip: Li-c' .a-i '; Telephone No.: ARCHITECT: Name: Address: City/State/Lip: Tel.: BONDING: Name: Address: Telephone No.: 5()3 L :l 113.11435 V- Master Permit #: �r` C/ C• rf C Control #: Project Information: 0 Commercial: Residential: c=' Linear Feet: Square Feel: Value of Work: Er PROPERTY LOCATION: Address: ss( 4.:1-'e..' �j L:4' ;. ,,4. Folio #: t I [2 4a (+.. Lot: Block: Subdivision: Plat book: Page: CONTRACTOR: . /dew/tare...) 4 Address: iT I/ . 2- City/State/Lip: 7__e_t .„. License No.: (q C/ 8(j Telephone No.: r7 c-� 4)75"(//3 L ENGINEER: Name: Address: City/StaterLip: Tel.: MORTGAGE LENDER: Name: Address: Telephone No.: Application IN hereby made to obtain a permit to do work and insEallations a. ineticaled. 1 ccrt t"y Ihal no work has r ontinenccd prior to the issuance nt a permit and that all work will he performed to meet the standanls of ali laws regulating the conMpm tiinl in the City oft'oral Crables.1 undei.tarxJ that .t separate permit must be secured for l LE.C] RICAL.. PI MIMING. SIGNS, WELLS. POOLS, BOILERS, TANKS, AIR CONDITIONERS. ROOFING. AWNlw(:S. [: IT' . The }listurit tl Remai nes Department's approval is retiuind prior to the issuance of a demolition permit. WARNIN(; TO OWNER: F=ailure to record a notice ni cmmmucllcemont int.); result in you paying: twin" tiff improvements to your property- 11 you intend to obtain financing. consult. with your lender or an attorney hetore recording your nohuie or commence:rlenl. OWNERS Ah'FIDAYI1: I certify that all the foregoing inlolmalion ig is or.te and that till work will he done in compliance with all applicable 1 sys r', u uetiern:Ind forting. Signature of Owner The foregoing instrument was acknowledged he ore me This . day of 20_____— hy_ t ) is personally known to ate, ( ) has produced a as identification. NOTARY PUBLIC (SEAL) Signature of Qualifier The lit • oin in•t menm was acknowledge before me this hy �l1 leer rnalli knuwl 101rr sZliapvt • City of Coral Gables Building & Zoning Department www.coralgables.com Mechanical Fee Sheet * Attention applicant: You are responsible for filling out this application correctly. If you have any questions concernin4 what category your work falls under, please see an inspector or processor for your trade. Refunds will not be given in case of error on your part and you will be charged a double fee plus a $100.00 for doing work without a permit. Minimum fee for mechanical permits is $65.00, unless otherwise noted. Under penalties of perjury, I declare that to the best of my knowledge, the facts stated in this document are true. 1 understand that perjury is a felony of the third degree. ?ualiter's) signature Fee code 13escription Fee Calculation Units # of units Fee M100 M023 Any work not specif construction cost. ally covered in this section shall be charged at a rate of $10.00 per I1,000.O0 of Minimum fee $65.00 per application M190 Barbecue $65.00 per appliance # of appliance M141 Bath fans M902 Certificate of inspection (where inspected by insurance company) First: $15.00, each additional: $10.00 $65.00 each # of fans 1 # of inspections M188 Condensate drains First: $10.00, each additional: $5.00 # of drains M223 Dryer ven First: $15.00. each additional: $10.00 # of vents M258 Fireplace 65 00 per fireplace M329 Generators Up to 50 KVA: $100.00, each additional 5 KVA: $20.00 of fireplaces # of KVA M399 M634 Piping for flammable liquids First $1.000.00: $50.00, each additional $1,000.00: $25.00 Estimated value: Storage tanks for flammable liquids (gas) $40.00 per tank # of tanks M660 Trash chute First $1.000.00: $35.00, each additional $1,000 0() 520.01, Estimated value: M681 Vented kitchen hoods - residential $25.0U per hood # of hoods Catego 03 - Air Conditioning M070 lAir conditioning $15.00 per ton or fraction of ton # of ton or fraction of ton Does not include water. electrical & gas lines. Where tonnage or BTU is not known substitute one :1 horsepower or 12.000 ATUs for ton.) 2 -' 200 Fee code (Description IFee Calculation !Units # of units Fee Category 10 - Heating M282 M283 Heating units Pool/spa heater Category 16 - Pressure Process Piping M422 Pressure piping Category 19 - Refrigeration M516 Refrigeration First 5, each: $25.00, each thereafter: $15.00 1565.00 per heater First $1,000.00: $50.00, each additional $1,000.00: $25.00 $15.00 per unit, per ton or fraction of ton (minimum fee of $65.00) # of units # of heaters Estimated value: # of ton or fraction of ton (Does not include water. electrical & gas lines. Where tonnage or BTU is not known substitute one 1 horsepower or 12,000 BTUs for ton.) Category 22 - Room A/C Units M094 (Air conditioner - wall unit Category 23 - Air Conditioning Duct Work M235 A/C duct work 1$25.00 per wall unit I# of units First 51,000.00: $35.00, each additional $1,000.00: $15.00 Estimated value: Category 24 - Boiler M164 M553 M915 M587 M930 M945 M960 M961 M551 Boilers Hot water boilers Hot water boiler inspection, annual Miniature boilers Miniature boiler inspection, semi- annual Semi-annual external steam boiler inspection Semi-annual internal steam boiler inspection Shop inspection of boiler or pressure vessel, per completed vessel Steam boilers Category 38 - Commercial Hoods M682 Commercial hood systems Category 39 - Cooling Towers M211 Cooling tower Rated capacity first 200,000 BTU: 5100.00, each additional 100.000 BTU at: $20.00 $100.00 each 565.00 each $65.00 each $65.00 each $65.00 each $65.00 each $65.00 each 5100.00 each First $1,000.00: $35.00, each additional 51.000.00: $20.00 Up to 10 tons: $50.00, each additional 10 tons: $15.00 # of BTU # of boilers # of inspections # of boilers # of inspections # of inspections # of inspections # of inspections # of boilers Estimated value: #of tons 2 I4-2005 Fee code 'Description 'Fee Calculation Units # of units'Fee Category 41 - Mechanical Ventilation M704 Ventilation and ventilation 42 - U.F. Pressure Vessel 'First $1,000.00: $35.00, Estimated value: Category M447 Unfired pressure vessels; operating at pressures in excess of 60 psi and having a volume of more than 5 cu, ft. $40.00 per vessel # of vessels Category 46 - Spray Booths M352 Paint spray booths First 300 sq. ft: $200.00, each additional 100 sq.ft.- $100.00 # of sq ft. Category 48 - Smoke Control M528 Smoke evacuation inspection $250.00 per inspection # of inspections M529 Smoke evacuation inspection - annual $250.00 per inspection # o inspections Category 49 - Walk-in Cooler M948 Walk-in cooler First ;1,000.00: $35.00, each :additional $1,000.00: S20.00 Estimated value: Category 50 - Raise Existing Roof Mounted Equipment M964 Raise roof equipment $35.00 each 1# of units: !�— Category 51 - Portable Equipment M212 Chiller, cooling, evaporative cooler, heating, ventilation First $1,000.00: $35.00, each additional $1,000.01': $20.00 Estimated value: Category 52 - Service and retrofit M962 Service and retrofit First 51,000.00: $35.00, each additional $1,000.00: $20.00 Estimated value: Sub -total (add all fees) (min, $65.01) $ Application fee $17,00 (non-refundable) $ Code compliance fee $0.60 per $1,000.00 of estimated cost of work (not charged on linked permits) (non-refundable) $ Document preservation fee $1.00 per page or document submitted (non-refundable) $ I T surcharge fee 5% (non-refundable) $ 21105 IMPORTANT TELEPHONE NUMBERS B & Z RECEPTIONIST MISCELLANEOUS INFO OWNER/BUILDER INFO PLAN STATUS PERMIT COUNTER INSPECTION REQUEST CODE ENFORCEMENT MICROFILM OFFICIALS BUILDING OFFICIAL ELECTRICAL FIRE MECHANICAL PLUMBING ZONING INFO 305-460-5235 305-460-5265 305-569-1803 305-460-5246 305-460-5249 OR 5260 305-460-5261 (FAX) 305-460-5245 305-569-1827 (FAX) 305-460-5226 305-460-5348 (FAX) 305-460-5262 305-460-5242 305-460-5255 305-460-5563 305-460-5243 305-460-5258 305-569-1805 305-460-5253 OR 5254 FEE INQUIRY WWW.MUNICODE.COM L'• r 0000 N47o A I d IrA rA VA r i WarAl FrA I Fa gra I FA I rAW - CITY OF CORAL GABLES INSPFCTI°N rrTEQonv 50�^ 1 1 INSPECTION REPORT S TRUCTUI AL � 0.4 U%O VE i NTHACT014 iFl � 04#4 4 ADDRESS SIT TNSL31 AT TON -INgtWilIFITIONMM7n5N 151 El sinR Sit] TH CONSTRUCTION C CI RAL BAY SEC TELEPHONE )53"0 T _ .SMITH R]BERT $.. t465 PfRMMT MFIIYBER 11 _ APPLICATION NumSE1R 00•0 4 N 040 c)-29 CI40364+87 0308331 M4•Q•4. HUB 031.5175'87 C. COMPETENCY 265780974 IIUkomER ADDITION < 85 S . F" . ` . I BSERVAT I ON DECK, INTERIOR ALT . EXTERIOR ST AIRS, & $L Q ( UP I`IPEN£ Sla, 0OO PR E TM CODE PH LIMPANO W/ GRACE ESCALONA f3 r V ...SDRAL GABLE=S FL 3315663 21 ED ACCESS CON& fl 5 TO THE SPECTOR OWNERS NAME INSP. ICY: LADE r E. J. 08/22/05 0°°°°°°°°°°° °I11°:r° OATS SHCDQ11J 08/23:0s El STOP ALL WORK ❑ VIOLATION OF ZONING LAW APPROVED REJECTED DUE TO: 0 APPROVED PLAN NOT BEING FILLO O PERMIT NOT ON JOB O APPROVED PLANS NOT ON JOB O * REINSPECTION FEE VIOLATION THERE IS AN AUTOMATIC RC I INSPECT I ON FEEF"OR COMMENTS FROM THE INSPECTOR. OR NOT READY THOSE INSPECTIONS REJECTED WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONING460_.524 ; 0+ - 55.+3 PUBLIC WORKS:46 I-3026 FIRE:4 SIGNATURE 1 LEAN AT 2. OFFICE 3. INSPECTOR COPY Ao ArMArAFAIWArAradOWAFAirAr INSPECTION NUMETEfi 011111° liA_PALTO B5qm4UGO AVy 01111111111 N476ONTRACT 1 �4SULAT I ON -- 1ST FLOOR C CITY OF CORAL GABLES INSPECTION REPORT S R'OD Winer `31'.111 H CONSTRUCTION C SMITH RO 5ERT R. p RMIT I{UgeE}I APPtICAT14N NUMBER L40.36487 INSPECTOR CATEGORY CORAL BAY SEC 13 TEI ' �I�I -iw M G.O.L. NUMBER 0100/ 7057.35 r5 `u U3 i.'°117957 TEI-I MMW TRUC.TURAL 24651.1.2 03 083'385 "65780,74 ocier48t Nixon ADDITION (85 S.F PPi+':RTY GOB 51 1 :00, � z50 1 JOS PH ZUMPANL •A. AI iL ..I l6 •ai *tieno LUGO AVE CORAL GABLES FL 331566321 000 W/ GRACE ESCALONA .i3i'SEf� R TION DECK- K INTER tOR ALT. EXTERIOR. ST PEWING s 1 . _P -- - taw++E-As won 000°-c-analot-To-TKIRIPEcr5IT 100 ..3. 011°°°111: ./I° ElSTOP ALL WORK El APPROVED PLAN NOT BEIN FOL WED 111 VIOLATION OF ZONING LAW 1=1 PERMIT NOT ON J08 10°14° ❑ 111 APPROVED PLANS NOT ON JOB 11 * REINSPECTION FEE APPROVED ) REJECTED TO: VIOLATION OR NOT READY * THERE S AN AUTOMATIC .E I NSPEL'" T ION F E F R TI -#O E INSPECTIONS REJECTED 000 COM NTS FROM THE INSPECTOR: °°1011;.1111°1111°111/ WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING. & ZONING 60-5745 "AF-57? NSP OR NUMBER 0000° ?72 .trig FIRE:461--5563 2. OFFICE PUBLIC WORKS:460-5026 .. 3. INSPECTOR COPY �Q r A I FAI FA FA FA FAWA P 'A FA FA FA 11 FAI ralr4 INSPECTION HUMBER 0509:0975 f —hT� '.: REW Y F.OR_ gYPSU'M BOAR D - 01 CONTRACTOP' ROBERT R SMITH SMI �I BERT R CITY OF CORAL GABLES INSPECTION REPORT 00 640 w$r APP41CATION NUMBER INSPECTION CAT! o Y TRUCTURAL. L;UI4.AL BAY SLL B TELEP4O ! Std 1T/ELS i sE5 7 o/0,$/; 004,00 /000/ "64 ofo 46.°4 A rA gi7rAii P AirAr A P rA PER 'TI ON (85 5.F•. 1 .U8SEFt'1#VT"IBIN DEC -17, TNTERIUK AL f EXTEliF1JF blI HIRE • & BLOCK LIP OPENING 11!3,4.'iOO 1 1HOOf, PROPERTYO.::l 13 R t 011111111 W/ CRACE ESi. AL ONA es() LEIGH AVE LORAL GABLES FL 331566321 ❑ STOP ALL WORK ❑ VIOLATION OF ZONING LAW 00000 0°6: e�1 00: APPROVED REJECTED NAME .JUbL N r:I.lMH`ANU 0 APPROVED PLAN NOT BNG ❑ PERMIT NOT ON JOB ❑ APPROVED PLANS NOT ON JOB ❑ REINSPECTION FEE DUE TO: VIOLATION or LLOWED OR NOT READY * THERE TS AN AUTOMATIC RE NSPECTION FEE ECR CHOSE fl PE TIOILS REJECTED COMMENTS FROM THE INSPECTOR: WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD 1S ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY 460., x#75 4661 .. ZE I 460-5026 BUILDING & ZONING: FIRE: PUBLIC WORKS: 000° I�vsa R N:l !;; P F 410AFAFF4FAFOrArAdrarAPFArArdrArAireAr CTIH NU 45080261 CITY OF CORAL GABLES INSPECTION" CATEGORY INSPECTION REPORT tom. ,TRIir"'TI LRdI Mk aQI S So -two 85.01. UGO AVE 000 N4 L MTRA T& I NG "` i)4 FLOOR Ottb *�J i gi nc44 Nu" I � 2g Ci4O3 4M7 ADDITION t$5 S.F.) •OBSERVATION DECK, INTERIOR ALT. EXTERIOR ST 000 INSPECTOR HUMBER SIGNATURE � -� 4'12i.) '[ Cdr r i. LEAV ■ 2. (MCI S. INSPECTOR COPY 0,04411dE t BL,G,: UP OPENING S18,000 51120060230 W/ GRACE ESCALONA 230LibLC co 'RM; ECTQA GA W F'q DATE SCHEDULE 08! 03105 O STOP ALL WORK ❑ VIOLATION OF ZONING LAW ❑ 0 APPROVED REJECTED CO VI "X-41 -6441 -41, I HON CORM BAY sc B 01~41 NAME TELEPHONE DATE ❑ APPROVED PLAN NOT 9 ❑ PERMIT NOT ON JOB D APPROVED PLANS NOT ON JOB O * REINSPECTION FEE DUE TO: VIOLATION "..LOWED OA NOT READY ATIC REINFP TION FEE FOR THOSE INSPECTIONS 2 WORK OF THIS CATEGORY MUST CEASE TIL APPROVED CORRECTIO - A MADE. REMOVAL OF THIS CARD IS ILLEGAL AND ECT TO FINE. * REINSPECTION FEE MUST SE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING dI ZQNING..60 5243 F-18-41460 .5563 PUIPLIC WORK$.440-5026 TED ss R 1 V4 V3 V2 V1 EXISTING ROOF TABLE HEIGHT SPAN V6 3-0-6 6-8-12 V5 2-6-2 6-8-12 V4 2--3-4 4-5-8 V3 1-10-14 6-8-12 V2 1--5-14 12---0--0 V1 1-3-8 12-0-0 AG1 5-2-6 1-4-5 TRUSS PLACEMENT PLAN SCALE: 3/16 =1' — 0" ALL SPACING 24" O.C. UNLESS OTHERWISE NOTED. FOR DRY WALL CONSTRUCTION WITHOUT STRIPPING, CONTRACTOR TO PROVIDE 2X4 CONTINUOUS LATERAL BRACING AS PER ENGINEERING SHEETS. REFER TO ARCHITECT or ENGINEER FOR COMPLETE TIE DOWN PROVISIONS FOR TIE BEAM, WALL and FOUNDATION CONDITIONS. TRUSSES MUST NOT BEAR ON ANY INTERIOR WALL OR PARTITION UNLESS DESIGNED FOR APPROVED AS NOTED: 1. CI HURRICANE STRAP, WAILS. AND FOUNDATIONS MUST BE CAPABLE OF WITHSTANDING UPLIFT AS SHOWN ON ENG. DRAWINGS & S.F B.C- & S.B.C. 2. 0 ADDITIONAL STRAPS OR OTHER CONNECTIONS ARE RECTO IN ADDITION TO STANDARD CONNECTION TO WITHSTAND UPLIFT AS SHOWN ON ENGINEERING DRAWING AND S.F.B-C. 3. I ANY REPAIRS AT THE FIELD MUST BE APPROVED BY A REGISTERED ENGINEER. 4. O JOB SITE FRAMING MUST BE APPROVED BY OTHERS. 5. El LEDGER DESIGN AND CONNECTIONS MUST BE APPROVED BY OTHERS, S. L ERECTION SUPERVISION IS REQUIRED. 7. 0 EXISTING TRUSSES MUST BE CAPABLE OF WITHSTANDING ADDITIONAL LOAD DUE TO THE NEW TRUSSES. 8. El LOADING ON GIRDER TRUSSES MUST BE CHECKED AND VERIFIED BY ARCHITECT OR ENGINEER OF RECORD. ROOF TRUSS LOADING CONDITIONS TOP CHORD LIVE: 60 TOP CHORD DEAD: 35 BOTTOM CHORD LIVE: 0 BOTTOM CHORD DEAD: 1(I_ STRESS INCREASE: 133 MAHMOUO ZOLFAGHARI, P.E. 1 36921 13901 S.W. 108 AVE. MIAMI, FLORIDA. (305)253-2428 WIND LOAD CRITERIA DIST. FROM OCEANLINE EXPOSURE CATEGORY BLDG. CATEGOPY WIND SPEED WALL HEIGHT DEAD LOAD BLDG. TYPE WIND DURATION 1 0 Mi L4.6 MPH. AS_SHOWN 113 PSF. ENCLOSE. 1.33 NOTES 1. FOR HANGER CONNECTIONS, REFER TO HANGER DETAIL SHEETS ATTACHED, IF APPLICABLE 2. FOR BRACING SCHEDULE REFER TO ENGINEERING SHEETS. 3. IMPORTANT: HANGERS SHOWN ON ROOF LAYOUT ARE SUFFICIENT FOR GRAVITY LOAD ONLY, REFER TO (APPROVED AS NOTED #2) NOTE BELOW FOR UPLIFT CONNECTION. 4. FIELD BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFES- SIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION, AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. TRUSSES SHALL BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION. TRUSSES SHALL BE HANDLED WITH REASON- ABLE CARE DURING ERECTION TO PREVENT DAMAGE. 5. CONTRACTOR OR OWNER MUST SCAB ANY TRUSSES AS REQUIRED AND SPECIFIED ON ENGINEERING SHEETS. 6, CONTRACTOR OR OWNER IS ADVISED TO SEEK PROFESSIONAL ADVICE BEFORE APPROVING THIS LAYOUT. DO NOT CUT OR ALTER TRUSSES, DECO WILL NOT HONOR BACK CHARGES UNLESS AUTHORIZED -BY THIS OFFICE. 8. TRUSSES MAY NOT BE SYMETRICAL ALWAYS REFER TO ENG. SHEETS WHEN ERECTING TRUSSES? r 1.�. Itt ABIIIIJA L Date . Signature 'ETURN THIS APPROVED ORAWtiVc. PLANT, FNITP.::C.A i ION WILL NOT START _V," v3.S 8EE 4 PP. rN.Dw WITH t B:t`•vCiN AND TRUSS -.� CI �w I L.`il'1, : W. [)••7‘;'',AL.,EDGE RECEIPT DAT h TRUSS COMPANY, INC. 13980 S.W. 252 St.- Princeton, FL 33032 Phone (305) 257-1910 ADDITION: ZUMPANO 850 LUGO AVE., CORAL GABLES, FL ( ROBERT R. SMITH CONSTRUCTION ) cc # 0109 505 PLAN No: 4931 NAME: MARIO ESPINEIRA DRAWN BY JG. DATE 12/12/05 r 05(7-P1-fii SAP 11-kcr� 5126 & ig g 60 60a_.0 1119n6 0i .1k:1d:''v .3. 2....e 1_ .v �.�, yd. a...:flIP,tf7f. p Ln'+ da a.. . ...., .... ._25-Q__! I. .,?`f Vate II:10. 4RO OR ARCH i 18RL) OR ARCH.; CONCURRENCY t. [1 PWU iNG ELECTRICAL i i lCAP z .Ei ff f1 3� ca :.veil PUBL:-t. ' WORKS e f ic: , to core . uonce witii iy , s end re , ations, City "%. =..V .:1 -i .,'-t i lts non 'TKO COPY Of PLANS MUST i! �t 14,1{P+ sP CTIO Vil i rderai, State, Cott itv and My a3,LKres rP respon .ib ty kr tfr r si?-i F ON SUILDING .. '' L Y 4 't s _ _ E/ O5 t3 Jai F c�h 111 s�►t�' ;f //L/( 11111 1 II1 761248 11 TRUSS COMPANY, NINC.* Trusses & Building Materiels 13980 SW 252 Street, Prin<:jton, Florida 33032 Telephone: (305) 257-1910 Fax: (305) 257-1911 www.rierotruss_r_orrr WARNING: Extreme Care is required in Handling, Erecting and Bracing Trusses. Refer to TPI's "HIB-91 Summary Sheet", which is attached, to the engineering package. BUILDING DESIGNER (ARCHITECT or ENGINEER of Recorded) It is your responsibility to determine that the dimensions conform to the architectural plans and all loads utilized herein meet or exceed the actual Dead Loads Specified and /or imposed on your structure, and Live Loads imposed by The Building Code PERMANENT BRACING shall be designed and specified by the building designer for the structural safety of the building it shall be the responsibility of the building designer to indicate sire, location and attachments for all permanent bracing as required by design analysis. The ciraiign and location of all bracing shall be such that they work together with other $truclural parts of the building (such as shear walls, portal frames, bearing walls, columns, beams etc,) 10 achieve total structural int€jrtty Perrnanont Bracing includes and is not limited to The Top Chord Plane, The Bottom Chord Plane and The Web Member Planes, The Anchoring / Strapping of trusses to malls, beams, ledgers etc., shall be the responsibility of The Building Designer. Truss to Truss Connections shall be. The Responsibility of The Truss Manufacture. (Refer to Documents ANSI/TP]-95 & WTCA-95 for further information) TRUSS ERECTOR,/ INSTALLER (Builder) The proper and sate erection of all the trusses is exclusively your responsibilay. 'You are cautioned to seek professional advice regarding the Erection / installation and Bracing, which is ALWAYS required to prevent toppling and domifoing. Top Chord. Bottom Cl lord and Webs shall oe adequately braced, as per the attached HIS -91 Summary Sheet, You are also responsible to refer to the Truss Placement Plan and The Engineering when erecting Trusses, to insure proper placement. Not ail trusses are symmetrical In loading and/or design. Proper Placement and/or direction are always required. Check all Flat Truss to insure they are riot installed. UPSIDE DOWN. Never cut or alter trusses in anyway.. Never cpncentrate Building Materials, such as Plywood or Blocks on installed Trusses. A Tri fes: 'The actors:idling or attaching any item that he tniss was not originally designed for„ Trusses cannot be altered from the attached engineering designs, with out proper re -designing by a Florida Registered Engineer. We highly recommend to our customers to use our engineer, however to our knowledge there is no code that states you must use the engineer, who sealed the truss engineering and layout. However, it is of the utmost importance that, any F=lorida Registered Engineer alto takes the task of designing repairs to trusses, should be extremely knowwtegeable, not only in structural designs but also have experience designing trusses Should any alterations be made to our design or manufactured 'tern, the engineer, contractor and homeowner waive a1l warranties and liabilities by Deco Truss Company, Inc., its officers and engineer. A!I future, questions regarding said structure and warranties will to held by the persons whom redesigned said trusses and altered them. ALWJYS I EF R TO THE ATTACHED I-IB-91 Summary Sheet DECO TRUSS COMPANY, INC. To: 13980 SW 252 STREET ADD: ZUMPANO PRINCETON 550 LUGO AVE. FL 33032 CORAL GABLES, FL. Project- Model: Black No: Lot No: Contact Site Name: OBERT BARNES Phone: R 10526 Fax: 05-853-0008 Office .'. • ROBERT R. SMIH Ct}h15T, o Deliver To: " 850 LUGO AVE. CORAL GABLES, FL, Deliver To Address3 Tentative Delivery Date: .. • • • Truss List Job Pape: 1 of 1 • .. : Date: 12/14/2005 "Project 4931 Account No: Designer: mtrn Salesperson: Quote Material Summary Includes the following General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading C itions): Building Code: Florida Building Code. C p`eer 23. Computer Program Used: MiTek 20120- Gravity: 16 S psi Reof Total Load Gravity: /A psf Floor Total Load. Wind �i M mph from ASCE7-98 code. Pagesor sheets covered by this seal- 0001 thru 0007 Total: 7 drawings- With my seal affixed to this sheet, 1 hereby certify that I am the Truss Des Engireer and this index sheet conforms to 61G15-31.003 of the Florida Board of Professional Engineers. The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached suitability and use of each component for any particular building is the responsibility of the Building Designer, per ANSI/TM 1-1995 Section 2. Truss Design Engir:eer's Name: Mahmoud Zolfaghari, P.E. License #: 36921 Address: 13901 S.W 108 Ave., Miami, FL 33176 Date Truss Date Truss Date Truss Date Truss 0001 12.14-2005 PG1 0032 1'1-14.2005 V1 0003 12-14-2065 V2 6034 12-14-2005 V3 0005 1214-2005 Vd 0008 1214-2305 V5 0007 12.14.2305 VB • Mahmoun.dConsulting � , P.E. 13901 S.W. 1.08 Ave, Miami, Florida 33176 Phone 305-253-2428 Fax 305-235-4248 Florida Professional Engineering License No, 36921 Special Inspector License No. 636 Job 4931 Truss AG'S Truss Type 1 ADD: ZUMPANO (FG) DECO TRUSS COMPANY INC 2x4 1 ', LOADING(psf) TCLL 60.0 TCDL 35.01 BCLL 0.0f °COL 10.0 (ROOF TRUSS 4z8 _ SPACING 2-0-0 Plates Increase 1 00 Lumber Increase 1.00 Rep Stress Inc- NO Code FBC200I /ANSIt15 LUMBER TOP CHORD 2 X 6 SYP No.1 BOT CHORD 2 X 6 SYP No.1 t %WAS 2 X 6 SYP No.1 'Except W22X4SYP No.3 REACTIONS (Ibfslze) 4=746iD-2-8, 3=748/0-2-6 Max Up6f%=-460(load case 2). 3=-480(Ioed ease 2) FORCES (Ib) • Maximum Compressiondhaeximum Tension TOP CHORD 1-4=-675/468, 1.2=00, 2-3= V51486 BOT CHORD 3-4=010 WEBS 1.3=040 5-2-8 5-2-8 T1 B 5-2.9 • ("�gpferenreioplional) • 5.2 a Jan 18 2004 MiTek Indua.Mes, Inc. Wed Dec 14 13 56:50 2005 Page 1 • r • • . • • • • • • • ▪ A. • .. • • • _ • • . • • • • r r • Y • • • • . * . MI • • • • 2 2x4 11 4x8 — 3 5-2-6 Scala = 1:9.2 CSI DEFL in pot) I/detl L/d IC 0.60 Vert(LL) -0.00 3-4 >999 380 8C 0.06 Wed(TL) -0.01 3-4 X989 240 WB 0.00 Horz(TI.) -0.00 3 Ma rife ( Simplified) BRACING TOP CHORD BOT CHORD PLATES GRIP MI120 249/190 Weight: 33 Ib Sheathed or 5-2.6 oc puffins, excepl end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES 1) Wdrid: ASCE 7-g8; 140mph (3 -second gust): h=15ft: TCDL=5.0psf: BCDLu5.0psf; Category II: Exp C; enclosed: C -C Automatic; Lumber DOL=1.00 plate grip DOL=1.00. 2) Provide adequate drainage to prevent water Kindling. 3) Provide methartic&I connection (b9 otters) of two to bearing plate at joini(s) 4, 3. 4) Provide mechanical connec lon (by others) of trues to bearing plate capable of withstanding 400 Ib uplift at joint 4 and 460 lb uplift at joint 3. 5) in the LOAD CASES) section, loads applied to the face or the truss are noted as front (F) a back (B). LOAD CASES) Standard 1) Regular. Lumber lncrease=1.00.Plateincrease=1.60 Uniform Loads (plf) Vert 1.2=-285(F=-95), 3-4=30(F=-10) Matunourxl Zolfaghari, P.E. Corralling Engineers 13901 S.W. 108 Ave, Miami, Florida 331?6 Phanc 305-253.2428 Fax 305-235-4248 Florida Profeuional Engineering License No. 36921 Spacial Inspector License No. 636 Truss Type ty Ply ADD: ZUMPANO (FG) Job rat 4931 3E4`O TRUSS CAMPANY INC. 3-0-0 ROOF TRUSS 1 -1 1 3-0-0 1 44 2x4 II 4x0 -. 4x8 fJ 12-0-0 12-0-0 abaRaference a•.}oriel •-- -- 5.260 a Jan 16 2004 Mflak Irxtuslries, Inc. Wls bec 14 13.51:02 2005 Page 1 .•■ •: • • —• 4 s + • • n .• . r -,E_}.--1._._._,___F. . f.._ - 3-0-0 2x4 I I 4x6 2 4x6 = 3 LOADING(pst) TCLL 60.0 TCDL 35.0 BCtL 3.0 BCOL 130 LUMBER TOP CHORD 2 X 6 SYP No.1 BOT CHORD 2 X 6 SYP No.1 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SY'P No.3 SPACING 2.0.0 Plates Increase 1.00 Lumber increase 1.00 Rep Stress Incr YES Code 1-BC200IFANSI95 12.0-0 12.0-0 CSI TC 0.21 BC 0-02 WB 0.12 (Matnx) 4 4x6 Scale = 1:19.7 4x6 5 2x4 I1 DEFL in (ton) I/d811 Lid Verl(LL) Ns • r /a 999 Verl(TL) nfa - rJa 999 Hora(TL) 0.00 0 rife nda BRACING TOP CHORD BOT CHORD PLATES GRIP 141120 249/190 Weight 75 lb Sheathed or 6-0.0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing, REACTIONS Ob/slxe) 10=251/12-0-0., 6=251/12.0-0, 8=141/120-0,1}-858/12-0-0, 7=658/12-0-0 #Aar Uplift10-123(load cane 2), 6a-123(load case 2), Bx-t70(Ioad case 2), 9=-252(tead case 2), 7-252(load case 2) FORCES (lb)- Maximum Compression/Maadrnum Tense:al TOP CHORD 1-10=-221/132, 1-2=-35/17. 2.3- 1,+4. 3-4=-1/4.4.8 3511 1, 5-5=-2211132 BOT CHORD 9-10=-43/82. 5-9 —17!35, 7-6=-17135, 8-7.-43182 W./FRS 3-8=-C6E1t8T. 2-9=587/280, 4-7=-587/260. 1-9=-49/27, 2-8=-40/19 4 8=-40119, 5-7=-49(27 NOTES 1) Wind: ASCE 7-98, 146mph (3 -second gust). h=15ft; TC:7L=5 Opsf: BCOL=5.Opsf; Ca Lumber DOL=1.00 plate grip DOL=1.00. 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bwarin9 plate capable o1 withstanding 12310 uplift at joint 10, 123 lb uplift at joint 8.170 lb uplift at joint 8. 252 No uplift at joint 9 and 252 IG uplift at joint 7. LOAD CASE(S) Standard ory IF Exp C; endosed; C-0 Exterior(2) 0-1-12 to 3-7-12, Interior(1) 3-1-12 to 8.10-4, Exterior(2) 8-10-410 11-10-4; Maim and Z olfaghari, P.E. Consulting Engineers 13901 S.W. 108 Ave. Miami, Florida 33176 Phone 305-253-2428 Fax 305-235-4248 Florida Professional Engineering License No, 36921 Special Inspector License No. 636 �_ 3 0-0 4x6 2x4 II LOADING(psf) TCLL 60.0// . TCOL 35.d:. BCLL 0.0 BCDL 10.0' LUMBER TOP CHORD 2 X B SYP No.1 BOT CHORD 2 X 6 SYP No.1 WEBS 2X4SYP No.3 OTHERS 2 X 4 SYP No.3 Tons type ROOF TRUSS r1ty rty 1 ADD: ZUMIPANC (F) • �- � ■ Reference (optional) • • 5.206 a Jan 16 2004 MITek Industr>es, inc. VVed Dec 14 13:51;07 2005 Page 1 • • • 12-0-8 12-0-0 ✓ .• . .. te• .. • . • • • • . • • a • T4 • • • + • w r • r 0 • + 2x4 II 3 T1 4x6 : = 4x8 SPACING 2.8.4 Plates Increase 1.00 Lumber Increase 1.00 Rap Stress tncr YES Cade FBC20011ANS195 CSI TC 020 BC 0.02 WO 0.11 (Matrix) 12-0-0 12.0.0 DEFL in Roc) Ildet) Lid Vert(LL) n7a - nle 999 Vert(TL) rda We 999 Horx(TL) 4.00 B nla n;a BRACING TOP CHORD HOT CHORD 446 = 4 3-0-0 { Scala = 1:19. 4x8 = 5 4x61 24411 PLATES GRIP M1120 2491(90 Weight: 78 Ib Sheathed or 6-0-0 oc 'meths. except end verticals. Rigid ceiling directly applied or 10-00 et bracing. REACTIONS Ilblslze) 10=251/12-(t_0, 6=251/12.0.0, 8.654/12-0-0. 9=652/12-0-0, 7=652112-0.0 Max UpII510=-123(load case 2). 6=-1230oad case 2). 8--170(toed case 2). 9=249(load case 2), 7=2411(load case 2) FORCES (ib) - Maximum Compression/Maximum Tension TOP CHORD 1-10=220/131. 1-2=-27/13.2-3+-11»21, 3-4.-10/21, 4-5=--21/13, 5- 8=-220i131 BOT CHORD 9.104.34/65.8-9=-13/27, 7-8=-13127.6-7=-34/85 WEBS 3-8•-5581157.2.9=-582/276, 4-7=ti582/279, t-0=41122.2.8=51/25.4-9=-51/25. 5-7.41122 NOTES 1) Wind. ASCE 7.98; 146roph (3-socond gust); h•151t; TCDL5.0psf: BCOL=5.0psf; Category II; Exp C; enclosed, C -C E�cterior(2) 0-1-12 to 3.1-12, lntedor(f) 3-1-12 to 8-10-4, Exterior(2) 8-10.4 to 11.10-4: Lumber 001.1 00 plate grip DOI -1.00. 2) Provide adequate drainage to prevent water paneling, 3) Gable requires oontinuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of wilhstandln9123 lb up118 ei joint 10.123 lb uplift at joint 6, 176 Ib uplift at joint B. 249 lb upli0 at joint 9 and 249 Ib upiiil at joint 7. LOAD CASE(S)Standard Mahrrmonnd Zolfaghari, P.E, Consulting Engineers 13901 S.W. 108 Ave. Miami, Florida 33176 Phone 305-2.53-2428 Fax 305-235-4248 Florida Professional Engineering License No. 36921 Special Inspector License No, 636 1 - Truss V3 3.4.6 Truss Type ROOF TRUSS LOADING (psi; ICU. 90-0 TCDL 35.0 BCLL BCDL 10.G LUMBER TOP CHORD 2 X 5 SYP No.1 BOT CHORD 2 X13 SYP No.1 WEBS 2X4SYPNo.3 SPACING 2-0-c Plates Increase 1 00 Lumber Increase 1.00 Rep Stress Inc Coda FRC2001fAN Y1=5 5195 Qty Ply 1 1 • i t ▪ seterence ;optional) • 5,205 s Jan 15 2004 MiTak Indusir1es, I3 6.8.12 6-8-12 5 6 91 0- 4x6 REACTIONS ;Ib/size) 4=67616.8-12, 3=876/6-8-12 Max LipliMx-392(load case 2), 3—392(load cage 2) FORCES (lb) Maximum Compression/Maximum Tension FOP CHORD 1-4=-612/424, 1.5.010, 5-0.010.2-9.010, 2-3=$121424 BOT CHORD 3-4-.Th0 WEBS 1-3=010 CSI TC 0-82 BC 0.09 WI3 0.00 (Matrix) 6-8-12 6-8-12 • ADD: ZUMPANO (FG) 3-4-6 ▪ a . w •i 4 • 4 ► ed Doc 14 14:57:12 2005 Page 1 H 2 2e4 11 DEFL in (Ioc) Ilde11 Lld Vert(LL) rde - nla 999 Vert(TL) 19e - nla 999 Horz(TL) 0-00 3 nla nla BRACING TO? CHORD BOT CHORD PLATES GRIP M1120 2491190 Weight 44 Ib Scale =1112. Sheathed or 6-8-12 oc pudina. except end verticals, Rigid ceiling directly applied or 10-0-0 ac bracing. NOTES 1) Vv d: ASCE 7-98; 146mph (3 -second gust)', h=15IL TCDL =S.OpeI BCDL=5.Ops1: Category II; Exp C; enclosed; C -C Exteaor(2) 0 DOL=1.00 plate grip DOL•1.00. 2) Provide adequate drainage to prevent water pondrng, 3) Gable requires continuous boltom chore bearing. 4) Provide mechanical connection (by others) d1 tnina 10 bearng plate capable 01 withatending 392 Ib uplift al joint 4 and 392 Ib uplift al Joint 3. LOAD CASE(S) Standard 12 to 3-1-12, Interior(1) 3-1-12 to 3-7.0, Exterior(2) 3-7-0 to 6-7-0, Lumt�e Malunound Zolfaghari, P.E. Consulting Engineers 13901 S.W. 108 Ave. Miami, Florida 33176 Phone 305-253-2428 Fax 305-235-4248 Florida Professional Engineering License No. 36921 Special Inspector License No. 636 Jab 4931 Truss anus Type V4 !ROOF TRUSS DECO TRUSS COMPANY INC 4KB 4-5-0 4-5-8 _ 2rs4JL LCA4DDNG(pst) 1 SPACING 2-0-0 TC11. 60,U Plates increase 1.00 TCDL 35.0 Lumber Inrxeese 1.00 BOLL 0.0 e Rep Stress Inc/ YES BCDL 10.0 Code FBC2001/ANS195 LUMBER TOP CHORD 2 X 8 SYP No.1 BOT CHORD 2 X ti SYP No.1 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=437/4.5-8, 3=437/4-5-8 Max UpliM=-283paad case 2). 3-283(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-.4. 396/304, 1-2.41/0, 2-30-3981304 BOT CHORD 3 -4' -Ott} WEBS 1-3=-0/6 4-5-8 4-5-8 ■ r • Ply ADD: ZUMPANO (FG) Anb deference teption(e) 5 29 s Jen 18 2004 M1ik Industries. Inc. Wed Dec 14 14:56;56 2005 Page 1 •*e 1 2 2x4 1'. CSI DE FL in (IOG) Udell Lod IC 0.34 V61)LL) nla - n/8 fieDtil BC 0.04 VenL) n (T /a - nla 999 WR 0 00 Harz(TL) -0.00 3 nla nfa (Matrix) BRACING TOP CHORD Sheathed or 4-5-9 oc poplins. except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. PLATES GRIP MI120 249/190 Weight: 31 Ib Scale = 1;11. NOTES 1) Wind: ASCC 7-98; 148mph (3•secand gust); h=1511; TUX .5.0pet BCDL=5.Opst; Category 11; Exp c; enclosed, C -C Exterior(2): Lumber DOL=1,00 plate grip DOL-1.00. 2) Provide adequate drainage to prevent water pending. 3) Gable requires continuous bottom chord bearing. 4) Provide rnecJwucsl conneobon (by ®111e73) of truss to bearing plate capable of withstanding 283 Ib uplift at joint 4 and 283 Ib uplift repaint 3. LOAD CASES) Standard Ivishmound Combing Enigma 13901 S.W, 108 Aver Muni. Florida 331'76 Phone 305.253-2428 Fax 305-235-4248 Florida Professional Engineering License No. 36921 Special inspector License No. 636 Soh 4931 Truss V5 OFCOTRUSCOMPANY INC. 4x6 4x6 = 244 I F-- LOAOING(pst? TCLL 60.0 TOOL 350 OCLL 0 0 SCOL 10 0 LUMBER TOP CHORLI 2 X 6 SYP No.1 BOT CHORD 2 X 6 SYP No.I WEBS 2 X 4 SYP No.3 Truss Type ROOF TRUSS - - 6-8-12 Ply IIL• ••• ADD: ZUMPANO (FG) 1 Qaterence {Optional) 5.2 ! Jan 18 2004 Wok Industries, Irno. Wed Dec 1413:54:21 2(x16 Page 1 •►w w• ay • 6-8.12 5 5 T1 51 6-8-12 ----- - 8-8-12 SPACING 2-41-0 PlatesIncreaee 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code FBC2001/ANSI95 _L CSI TO 0.82 BC 0-09 WE C00 (Matrix) REACTIONS (Ib/size) 4-67608.6.12.3.676!8-8.12 Max UpIl84-392(load case 2), 3.-392(ioed case 2) FORCES (Ib) - Max mown Compression/Ma xirnurn Tension TOP CHORD 1.4..612/424. 1.540I0, 5.5.010, 2-6=081, 2.3=-8121424 807 CHORD 3.4•-010 WEBS 13=-010 • • de hi him 0 0 • ••• •• • tw • [EFL in (loc) 1/dell Ltd Ven(LL) Ia n/a 099 Vert(TL) n1a - n7ai 099 11017(71..) 0.00 3 nee nib BRACING TOP CHORD BOT CHORD 22x4 II Scale= 1:14. PLATES 11.11P MI120 2491190 Weight 46 Ib Sheathed or 6-8-12 oc purling. except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-08; 146mph (3 -second gust): h-158; TCOL=&0pef; BCDL=5.0pef; Category 11; Exp C: encased; C -C exterior(2) 0-1-12 to 3-1-12, Interior(1) 3.1,12 to 3-7-0, Exterio►(2) 3-7-0 to 6.7-0; Lum$e OOL=1.00 plate grip DOL=1.00. 2) Provide adequate drainage to preuent water ponding. 3) Gable 'equal's continuous bottom chord bearing. 4) Provide mechanical connection (by others) of base to bearing plate capable of wlfhalanding 392 Ib uplift al joint and 392 Ib uplift at joint 3, LOAD CASE(SI Standard Malunound Zolfaghari, P.E. Consulting &gin= 13901 B.W. 108 Ave. �vlianti, Florida 33176 Phone 305-253-2428 Fax 305-235-4248 Florida Pmfetioaal Engintering License No. 36921 Special Inspector License No. 636 L-- ADD: ZUMPANO (FG) 1 Jab fTnras Truss Type Ili - 4931 IV6 ROOF TRUSS COMPANY INC.DECO TRUSS C .-- LOADING(psfj TCLL 60.0 TCDL 35.0 BC1_i. 0.0 BCDL 10.1 LUMBER TOP CHORD 2 X 6 SYP No.1 BOT CHORD 2 X 6 SYP No.1 WEBS 2 X 4 SYP Nu.3 1 4x8 = WI 8.8-12 ♦ ,�_,®, Lr)gb,Beferen a (optional) ir 5.2t1pw Jan 18 2004 Wrek inoustr.ee, Inc Wed Dec 14 13:5801 2005 Peps 1• • A Y • • 6.8-12 B T1 • • a• A. 0 r • r• 0 r ■ • •• • r • w • 81 •w • r • 2x4 i1 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress frier YES Code F8C20011ANSI95 REACTIONS ilblsIze) 4=678/0-8-12, 3=676A-8-12 Mart Up11110-392(Ioad case 2), 3=-392(tead case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-8/2/424, 1-5.01p 5-6=010, 2 6 2.3--812/424 BOT CHORD 3-4,.-0I3 WEBS 1-3x-010 NOTES 1) Wind: ASCE. 7-98; 140mph (3 second gust); h=1511; T CL)L .Ops DOL-1.00 plate grip D0L=1.00. 2) Provide adequate drainage to prevent water ponying 3) Gable requlras continuous bottom chord 'nearing. 4) Provide mechanical connection (try others) of truss to beanng prate capable of WllhetarMing 392 lb uplift al Jolnl 4 and 392 lb uplift al }otnt 3.. LOAD CASE(S) Standard CS1 IC 0.82 BC 0.00 W 0.00 (Mai ) 6-8-12 6-8-12 w • • 2x4 II • w • • • •fir • 0 ••• Al • W1 4x6 DEFL in floc) Ndefl Lltl Vert(LL) 1119 - Ma 909 vert(TL) rile - n!a 999 Htxz(TL) 0.00 3 nla nla BRACING TOP CHORD BOT CHORD PLATES GRIP MI120 249/190 Weight: 47 lb Sheathed or 6-6 12 oc puffins, except end verticals. Rigid ceiling direc4y applied or 19.0-0 oc bracing. Scale= 1:17. CAL•5.Opst; Category [[: cp C; enclosed, C -C Exlenor(2) 0.1.12 lo 3.1-12. Interiar(1) 3_1-12 to 3-7-0, Extertar(2) 3-7-O to 6-7-0; Lumae Mahmo and Zolfaghari, P.E. Consulting Engineers 13901 S.W. 108 Ave. Miami, Florida 33176 Phone 305-253-2428 Fax 385.235-4248 Florida Professional Eniinetring Lime No, 36921 Special Inspector License No. 636 lfa a . #00©1 TRL'SSN STANDARD ROOF VALL.p`( C « r « r i • R r PARTIAL ROOF LAYOUT Supporting Truss 6" wedge noised to truss w/2 -8d toe nails or bevel cut bottom chord of volley truss. MINIMUM GRADE OF LUMBER 'REFER EICINEERING SHEETS LOADING (FSF) L D` 10P 30• t5 BOTTOM 0 - . 10 £Si dCINc:24 in, 0.c. ♦ . w n k Strop 4g' o.c. sea note (c) below 3 YAa 'r ARE 12 pitch Valley trusses Fc- 2001 STR. INCR.: 33% DRAWN BY: CHECKED BY: REP. SIRE'SS:Yrc Sec note Supporting trusses at 2'--0' o.c. max NOTES: (u) Provide continuous brocing on verticals over C-3-. Conncct-6rocing to verticals w/2 --8d nails and brocing must be tied to a fixed point at each end; (b) Max_ spacing for vertical studs— g' —Q" On trusses with spans over 24'—C' the vertical should be spaced at 6'-0- o_c. max. (c) Conn. far wind uplift w/ ruin. 1 1%". 16 go. twist strop at 4.--0` Intervals w/4, 10d nags each side of &u -up. Max 14+6 mph wind speed. 20--0 max won height. (ASCW 7 / 98 at 2'--0' o -c. max. DECO TRUSS COMPANY 13980 S.W. 252 ST, PRINCEDON, FL 33032 1 Note: Plywood wag rasy be amended below valley mosses. Pride opening fot straps to connect to trusses Wow. M und. Zola, P.E. 13901 S.W.l� e. Miami, Florida 33176 Phone 305-253-2428 Fax 305-235-4248 Florida. Professional Engineering License No. 36921 Special Inspector License NO. 636 TRUSSES c, 24" O.G. ENO OF BRACING MEM. SHALI. E3E CONNECTED TO A. FIXED RIGID POINT Old X —BRACED AS NOTED ON THIS DETAIL. • r . • A • • 2X,4 LATERAL BRACE PER TRUSS DESIGN WITH 2--1Od • NAILS PER WEB FOR FORCES UP TO 4600 lbs. FORCES IN EXCESS OF 4600 lbs. REQUIRES 2x6 #3 OR BETTER. NOTE: PROVIDE X--t3RACING AT 20'--p" - INTERVALS FOR WEB FORCES UP TO 2509 lbs. AND AT 10"--0" FOR FORCE GREATER THAN 2509 lbs. LATERAL BRACING DETAIL ASLI. LATERAL BRACING -DETAIL DETAlL 7 vilNIMUM GRADE OF LUMBER i.e. REFER TO SEPERATE 3.C. ENGINEERING DWG. Yetis .OADING L (PSF) fop 1QTToM S�ACING:24 In O.C. TRUSSES 0 24°' 0.C. TYP. T —BRACE ¢/1TH 10d NAILS 0 6" 0.C. TYP. NOTE: 10d 0 6" TYP. •T —BRACE SAME SIZE SAND GRADE AS WEB. .� WE13 (2x6, MAX.? WEB SECTION DETAIL BRACE MUST BE 80% JUE LENGTH OF THE WEB, THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRACING. ITPI-92 Crit. Revised: 7/7/94 STR. INCR.: DRAWN BY: G.L.N. CHECKED B Y:J.A.1. REP. STRESS:YES MiTek Industries Inc. Maknound TConsulting ai' e P E' 13901 SM. 108 ,Ave. Miami, Florida 33176 Phone 305-253-2428 Fax 305-235-4248 Florida Professional Engineering License No. 36921 Special Inspector License No. 636 Approved for` Mirek- itarecer j,- .- e,,_ GENERAL NOTES Tr usset ant not marked in any way :o kentify the frec,uerlcy or location oft 1p w try brac•ng. Follow mu recornmendatloee. for herding, instalhrg and temporary brsrirg of tresses. Refer t IBM i-D3 Guide 54 .13;:ELLGC for ItutcgirS'i�°,y��� �II�[L1LIABracirdi_SlI MpLa aI� l.P1 LogneCSletAilood.yerUssGS for more detailed rrrOrrnarjon. Trus3 C melon Drawings may specify location,:, rat permar.ent bracing on in:iivadual compression members" Refer to the 1113_ $1.gorpani 51101SL SNeb Member PerniAtleRLIked&O. e a Reiritrlri&oo t for more Information. All other oerrnarent bracing design is the responsibility of the Wilding Designer, NO 1 AS GENERALES HAND ION a=I„EVANTAMIENTO A MANGO • Las-rrsse. e, esla rrwtados de ningir: mode Gue E,7! .;se• .. ice Ftque la h•sCurne.a o k aluad'in de W4 arrioytres "J [NW 1rg) te"r ip aks. i5e las recomeridilcone'; de marlejo, initalddrl y arnnst o !anipnral de lots ;rusaes. ifea el f :•03 Guie ele.t$t4^ioara Ayd,ei ,ita IDIAI7OOP Y..A,I.ale.-1de.IQL_Trlffi sill de M#derj eORECO1U CO • ?I s_dp oetaljara p ra mayor i !torno/6e. Lox ibetes de •liseiio de fps pusses ptieden e+padrr.rrr [as k:callzai.loner' de los aMoapes lemlanentes en los micron's indwidaaleti en coropre51pn. Vet la hop rziapisi SZLI13..gofd Itil [tajlb7tes-Y_rah e2cirL,1E.!da r1 terbi ;=_- sec=' li- w pare mayor miamlacian. EP rests arnostes psrlrarlentes son la responsabilidad de' Disen,xlor del Edfido 6r Tile consequences of Impropeo noodling, in';taikre a, d t:racny may be a collapse of the stoic ue e, rx t rise'. ser1OL!t perr1nrlal eeiury or dea't.. Ed re sultndr, de un mane jn, y rioso e• in sdetu troy. pued • see he r elda de is estrurxura I. ac. n rem, frillellOS n 1•117!1‘105 B:•nding and truss pl•ita . have sharp Ages. Wear gl.wes when handling ark safety cliO$S'S when cL rung banding. Erlpaques Y ri acas Cf 1110(31 tienen of lades. U:e guanies y lentos prOtech>rlrs cuandL cc rte los ee1peques. HANDLING - MANE]O V 4,01 ONE WIER OR CCSS MORE THAN ONE WEEK Et -l1 xae-14:1"1 .V ; . .r . .r P.1R . r,r1, i1.i.: 1 . . - e"...Ili1!:ar, eVi'� 1 I.I 1' + 1,"., a 1 1'. Ile he'll i• r 1,.. . ..,I :;!: ^:...1eh:.z::." 0I: pi, -s CS)DO let e� ,:el �i ie•.it No .:.1:01111' eel . .e. .1 CPtirtu.d. , r•<`i:e't•d Grain n•. e -•1'•r, •Li. •,.ear:�:11-. •i'a -a r: '!rl i'. ;.r, .l..rr,;,,'11 [. : . 1 1' 111: -. /'�, Use :special rare in ca a windy ewoathor .lr nddr power iile5 ono iii mart. Spreader bar for ewe bandies :ItlIi i.uiiada :special er, dras aneirs°s c: cella de .+talcs ele.tricos cs de x--Irpu1311h. • .•:nc: -•r I1x, tht Its Avoid !at Ira; tie stung. : S11". la tie 111511 lateral. ICA Do rot s(t.ro ('3. al r,uce:, W 1.Iribrdtryl bonole� well •.:.almentr• los ors ,ght trLr,;<.1 csaelt,;,s. • • • .�0 915ir15 ;Y! V: • • 4 • • • • et: r. •• upRO • . : tA.Mores To se's hest, e� • HOISTING -- LEVANTAMIENTO FA 30' or L1 less, Suppwl at Quarter points. Levante de les 0.kIrt05 de tramp los trusses de 30 pies 0 01.'005. Trus5As W3 to 30' 0 ii h Puss in positron svitl; the erection equipment until temporary bract L°_.1 3S 1. 1ra-;1111, 3 to the homily points. hasta 30 pie41-1 s Installed and ,>atnna3 , Lada r14i55 ,,n pusicion con la grOa r pasta que el arriostre temporal este installed° y el 1. 'lss atievJue arks e41 I, +s 5oeo'tel. (S) Uo 50tIrtt t'u=:;,es over 30 py the peak. 'may r n levar•3 e•c1 pico los trusses de rods de 30 iXes. HOIST/NG RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS Tagline 1:_o_ -am. m. Tagline . nrw•.nr tape Spreader oar 1/2 to —a► 203 truss iengt0 Greater than 317 M$s de 30 Gies Approx. 1i2 truss length TRUSSES UP TO 30' TRUSSES HASTA 30 PIES Toe -in TRUSSES UP TO 60' r TRUSSES HASTA 60 PIES TRUSSES UP TO AND OVER 60 TRUSSES HASTA Y SOBRE 60 PIES BRACING -- ARRIOSTRE L� Niter to BC$E132 loft it�zus.Shstid: usslns did. LJ IIL6Dd Temporary raiOng for more information. 11,4 Ell ftr i ne[1 BLS[ D2 . lr15talocion Sle.TLu53i5. Y +ttfA4artre.rdB1PPtdl Para mayor,nforr.lacion. /(1 Do not walk an unf rw ed trusses. �I 131 carnrnL l"r1 trusses suell05. e ear g; ,ue1d orator for Mg tr 0111: diretlly ' '.:!e with all rows or top chord temporary t 0 rr.rey. ' :ii]e}lie toE anir:str,!5 de nitre pare el !limier truss dueectamrnte en lines con :".err (mu rie las riles ne drrlbill eS Wei -ales nipOrlies /1r• i«3 cuercle supetx'a Brace fir51 truss we ' before erection o` additional trlasc ,. HO)A R SIJMEN DE- LA (JLA : X3:3 Top Chord Temporary Lateral Bracing (TCTLB) 2x4 min. DUNG INS ING AND RACIPIG F METAL PLATE CONNECTED WOOD TRUSSES BRACING FOR THREE PLANES OF40OF. EL ARRIOSTRE EN TRES PLANO$ PL TE€140 "hispla[,ngireelho':r,1,: ,,ii ir.,_ :' si..r•.a , , 1 . - �J I- em,�tr,dc) G-n'"i,xtr. pa:,r .ir,.+ .- . ,_ :r . a,.,. 1) TOP CHORD — I;UERDA SUPERIOR y r a .• • ♦a Truss Span Longltud de MOMlsprciamierrta Top Chord Tempurafilpikeral Brace (1 3) 1 del Arrioatre Temporal de l® tuerda Superior' Up to TT Hasta 30 p e± 10' a.c. max. 10 pees rnaxiino 30 to 45' 30 a 45 pies 8 o.r. max. 8 pies mariinn 45' W 50' 45 a 60 pies 6' o.c max. 6 pies mexino 60' to Aid" 60 a BO pies' 4' o.c. man. 4 pros maxima .Consult a Professional Engineer for trusses longer titan 60. `Cortsulte a un ingeniera para trusses de map. de 60 pies. Ed See BCS1.82 fo TCTLB opts, :s.. "J Vea el BCS1-87 area 101 up!aor:es de TCTLB. rA Refer to ecstu SSl0aftzarY(Ink f.nditm7:2. 5h . Bsal:inq Vea r'{ Tesiim 1i BCSI-B6 - tangle. ddl_ln b rnairuL de_Ito_IishoASPS_ a9uas• diagonal br.3rec. Reprtl leas arlloslres uragniiales. r1 first nye trusses wit. spice"' area's, It*n add diaep}nals flei7ei1 m ocess roil groups ill lour busses uncle all f11.4501 arc yet. lnstale '08 o1n'O Primer -0s In ur s'e9 ear. esPauldnrec, /1E10 0 Ir35 arrM5rre5 diagorrrle5 Repo este pr0l:edinpenlu Sri grtrpns d' cue= trus.e, haste q'le radar.: los trusses e. ,r en insialad,K.. 2) BOTTOM CHORD —CUERDA INFERIOR Lateral braces 2x4xa2 length rapped over twig trusses. 1O'-15' max. Diagonal braces every 10 truss spaces (20' mite) Some chord and web members not shown for clarity. 3) WES MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNAARIO5 Web members scan same sparxlg as bottom dwrd lateral bracing Diagonal braces every 10 truss spaces (20' max.) Scree chard and wen members not shown for dardy- /k DIAGONAL BRACING I5 VERY IMPORTANT (-13 iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! LIS BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3E2 Y 4x2 trot 1 'Ii'-fl..1 .1 If4at'b? 0,1';35tfe.. tempi': t ;t:C1n3l ,ergs- 4, The erd diagonal paJ�t• era dr era ma9 brace t cantilevered vlacd l j�j'�IQIuy aorta mayor lrsSse_4 must be placed Latest txaCP,S �-�-_ 1ntnmt.w.. H,. on vertical :webs in lire 2x4x12' length lapped with the support, over two trusses. Maximum lateral trace strafing 1 1 O.C. for 3x2 chards FS' a.c. for 4x2 chords Diagonal braces every 15 truss --sr spaces (30' max.) INSTALLING -- INSTALACION E{ -Tolerances for Out -of -Plane -- Tol:I-ancias re W dP pa era• Plan:,. El L Max. 3o Met. Bow lama. Boar Length tea. l,anpth '—�E LA Tolerances ter LI l Cut -Of Pliant), Toleran-I1s pare i oer'a-d-Plornada. CONSTRUCTION LOADING — CARGA DE CONSTRUCTION ick Do not proceed with comb —ix —rim r:ntl all taxing i', 'rrur: 1, and pierp'rly u: place No pros ntla cow fa consatrerers,rr htr.t i quo Ulm I01 arriostres L:sten cr k'cadr,s ere fur ma aproptada y segua. 1C1 Do nor exceed maximrtm stark heights. Refer to tgJ-,f L!► 5urnatery `theca 7.,,Cosulcfjon Loring for 1001( Inrtitma1ion. No tarred, las:naxmt35 alturas r+er.umeedadae. Vea el Ce5ti'TIER 1f451-0.1 C.argdl cttiotralrGG'Alt pare mayor informacitn. Do rent •1verloau .unary ,1rcalps Of 6rlgle trusses. No sot,r-'cargta- peyueri e. groper , i trusses .ndivlduales. Place loads over as many trusses io0 possmk. Knsoqus' ias cdagas 5ebre tentos trusses corn° sea posible. Positoo loads .vet load oeanng secedes. Cutoguc lay C.b,3as 60(110 rd5 parnues $op0rt3i1(.3. ALTERATIONS — ALTERACIONES r[ iS Fern rr. tGSf-115 Sa,Ln;171cj1 y 'a.'�,1 - r[(133 L)amautLJataite.Millsation&and 1nstaiYiaGjn enr0rs 551 01 r,r}4rilt11- l%C'$1..P.; I7aiia5 de Ir;IS1es,114dibCaciO en 3a Phu _y.Ertpres e1e lnstalrrrn BOW TVUSS Lanpth 314" 12.5' 71B" 14.F 1" 1.118" 167 188' 1.1/4' 20 8' 1.318' 1-1i2 1.314' 22.9' 25.0' 29.2' 2' X93.3' Maximum Stack Haight for Material. an Trusses tMtnlel l Height ad Gypsum Boma t2' Ptracco Or d5B i 1G' Aor rW1 Shin(ftas 2 bundles Concrete Block R'' Clay Tile 9.4 Ike hllirr ti,7r Gil not rut, elite•, or dr a i l any S1iJLtL.rdl mealier Of el truSS 0n1eti', speCifIcadly pr IT'rlttad try Ile Truss Design flr3wing. No col -P., alt,•rr•n i7Crh-•0,' r:Nigim rr:iembro ehtnctural 0e Ins busses, a nxwr3.., qLw i 1te eopecifir antente perm itido en ei dlbulo deal diserio del TiUt se,' hat hash! been overloaded during consb'ucbon or altered without the Truss Manufacturer's prior sprrov,a may render the Truss Menufartureei Ilmlted warranty null and void. Twosrri :arse flan sllbl'5C]rg ale doranle 1a r•nnslrur{ion o man sir aaterexlos sin una autorizaci rl previa 0r1 Fanricante de 1rcr55iy, iruerrien redLrc+r o ellmlrrar la garantia del F,abricante de Trusse. NOT[r The Luse Manufacture, and Tarns assigns mat reh an Ilia fat met the Cwhar rx and Cane 1684Ix Ir applcdae) are ce" peak to unmemo tt0 wok they hare egra/d R de on a partvaia project. Thefartaa.'tar staid task any mamma afeelleore regrading (040tri0101 pra0lem man a OOAlpatant prr)y The methods ant procadaesp,ftr,Wlareieunded W mum that the 0weali committee Iechnigias 4001004.1 rna pd ter end rod Ouzel Irm p0da SAFELY Ilwu arcmnenda4orahr handlrg, crataeug and bra:trrq may Imam arc wee upon the cnadihe eapt,leme Ol lamingteda4Cal pompon e are wood 5100o11848-5 biennia. due le 844 rase a responerblite, maraca, be p.•aararnnnar as a GIJAOF for use by a quailed Heal., peatpl48 or ErerthcOnetall4L54CCfx actor. it n oc1 otanCed to Orr rfriOn.reniatinnS005111.411610(0(40(44140 as supmv in or de•w specification (provided lyr artrar an Anteeet. En 141141 Pe Asaaa,, Oesig,er, Use 1' x1Crecfl'nlapa[0 co.macrer a 0lhawkx) to Malang, .ra>uwg an4 001)114 mod tr.sses and it ores not Medal. fla use Of ether ee1.al,At methods I01 orad 14 4311) (0000.4 JaMry to, the w65 and Colones as ,+!my be oeaarnra 1 try lbw Inns malty estalat 11 Comeau. Ma, tit vend Tara (u,e101 apnoea and tat Tryµ Pasta lnd;qule eapra7rlr drdalm any resp uslOkty fey darnayas .rsrg firm me use, apolrati0n, or 1011161 en Ihr rareanue445lons and rook malb04 Oontana8 how. WOOD TRUSS COUNCIL OF AMERICA ir]0a Enterprse Lane . (4aers00, Ya1 53719 65.6/274-4849, ,even, s,Maodtruss.cem TRUSS PLATE INSTITUTE 218 N Lee 5e., Ste. 31? • 01e 64010, VA 22314 :'113V683-10:0 • sra.;v.tptir; Cr4 41W81N11a17 20010101 .ACIJ('i Y R I. SIRE I'E-. LOS 't..34 S.SES DE MADERA CONEC. FADOS CON PIACAS iiE !AEI AL Supplemental Structural Calculations Project: 850 Lugo Avenue Coral Gables, FL • • dh 1. Check post for 250# load a. Post height = 3.5ft. b. M = 875 fit -lb c. Capacity of post - 6061-T6 i. Fb=35/1.65-=21ksi 1. atweld, FS=2.75 2. Therefore, Fb - 12.7 ksi Section modulus: 1. 2"x2"x 1 /8„ 2. S = 0.552 in3- iii. fb = 19022 psi, N.G.' d. Try posts at 4'-0" o.c., thus P 200# i. M = 700 ft -lb' fb = 15217, N.G iii. Increase post size used at 5'-0" max spacing iv. Sx must be greater than 0.827'- v. Therefore, min 2.5x2.5x0.1875, SprU„ — 1.247 vi. Alternatively, w/4'-0" spacing, use 2x2x0.1875 2. Check cap rail for 50plf vertically and laterally - 606146 a. My = Mx = 156 ft-lbl i. M -- 1875 in -lb b. 2"x1"x118", flat i. Sx=0.210 ii. Sy=0.332 c. Check bending stresses i. fhx -- 8929 psi fby = 5648 psi d. Allowable stress = 12.7ksi as calculated above, therefore OK. 3. Design anchors at posts a. Edge distance = 3" b. Spacing = 4" c. Tension in one anchor i. 875* 1214" / 2 anchors at tension side of connection = 1312.5# d. Shear in one anchor i. 250/4 = 62.5# e. Base capacity of 3/8" dia. Hilti HAS rod wl HY-150 Tn = 2300# (f'c 3ksi) ii. Vn = 4025# (f°c = 3ksi) f. Reduction factors i. Fa=0.89 1i. FCn=0.74 iii. Frv=0.37 • • •M• • • • • w • • n R • k • • • • • 40 g. Recommended Capacity i. T= 1514# • ii. V = 1325# • = • h. Interaction e • • .. _ i. Using a 5/3 1. 1 = 0.79 <1.0, OK 4. Design base plate -- 6061-T6 a. Mp1 = anchor tension * face distance = (1312.5*2)* 1.5 = 3937.5 in -lb b. Fb = 12.7 ksi c. Sx>0.31 d. Let b = 6", net width = 5" e. t > 0.61, use 5/8" 5. Check bending in pickets — 6061-T6 a. 25 PSF uniformly b. M (4.625/12) * 25 * 2.625* 2.625/8 *12 = 100 in -lb c. Sx of picket i. 0.049 d. fb = 2032 psi, Q.K. Robert Barnes & Associates Jon TITLE ZUIVIPANC _ AVENUE — H�JMF871wAfl. FL 33030 `. — R" ._ 305-247-6150TED. JOB ND. 20106-L01 s iEET No.: • 1 DP CALCII ATED BY KB • „ • gaTE. `f II2 I/2C006 CHECKED BY JRB DATE 11 /21/2006 ▪ • • • • STRUCTURAL CALCULATIONS FOR ZUMPANO GUARDRAILS 850 L[JGO, C'OP.AI, GABLES, FL • • • .-. • sr A • Www. Stru Ware. corn Q } 4 Ai C3(1 _:F f" 0 QJQJ f7 try, z ; t 3g/1f - :: � � + % rF - .).i " -7/-/i ■ 20 i1 -#94 : 01,1)1 ='%1 /47 • • »Q iYy "1 # 21+1 ,-. .AL it? e!QL -�aII _hi C2 =A v 4t". friq c'9,,1 94, -.0.77 (el 2 6 Q- .4 ?!s2} � ad 19 d R d ,N:/ 1 r 1 7i:J l : r' 3 (7J7 '' '/v/ 4'4 ••• /-1/ A"-11/.. .'," ye.; ,1 • •• • , • 0 • » 41 4'5;1 t ; ,(1) A gib =°v' 4,511 1/47 (1,--/- p"si t.- • ETABS v8.2.4 File: ZUMPANO RAILING, CA,,C Kip -.in Units PAGE November 16. 2006 22:39 • w a COLUMN STEEL STRESS CHECK OUTPUT (AISC-ASW1 ) STORY COLUMN LEVEL LINE STORY1 STORY1 STORY1 STORY1 STORY). STORY1 STORY1 STORY1 STORY). STORY1. STORY). STORY' STORY).. STORY). STORY). STORY). STORY 1 STORY). STORY1 STORY1 STORY' STORY). STORY1 STORY). SECTION ID w • • .•. • w • • / -MOMENT INTERACTION CHECK-_-------//_---SHEAR22---//----SHEAR33-_-/ COMBO RATIO AXL + 831 + 82? COMBD • • • R4TIO CpP4FlO ■ • RATIO C1 HSS2X2x.125 COMB6(C) C2-1 HSS.75X.75X.125 COMB5(C) C3-1 HSS.75X.75X.125 COMB5(C) COMB5(T) C4-1 HSS.75X.75X.125 COMB5(C1 COMES ('1' J C5-1 HSS.75X.75X,125 COMB5(C) COMB5(T) c6 HSS.75x.75X.12°a CC14B5 (C ) CCK4®5 ('T ) C7-1 11.95. 75X. 7571. 125 COMB5(C) C0!485(T) L'8-1 HSS_75X.75X.125 COr1f34 10) CC»1B51 T ) C9-1 H8S.75X.75X.12F, 0OMH4 (C ) COmB5(T1 C10-1 HSS.75X.75X.125 COMB4(c) COMBS(T) C11-1 HSS.75X.75X.125 COMB4(C C:OMB4 ('1 ) C12-1 HSS.75X.75X.125 COMB4(C) COMB4 ('J' ) C13-1 HSS.75X.75X.125 COMB4(C) COMB4(T) C14-1 HSS.75X.75X.125 COMB4IC) C15 HSS2X2X.125 COM84(C) C16-1 H8S.75X.75X.125 COMB4(C) C17-1 HSS.75X.75x.175 CCX4134 (C) COMB4(T) C18-1 HSS.75X.75X.125 00N84(C) COMB4(T) 0'1.9-1 HSS.75X.75X.125 COMB4(C) c:OMB4(T) C20-1 HSS_75X.75X.12 COMB4(C) COMB4(T) C21-1 HSS.75X.75X.125 COMB4(0) COMH4 (T ) C22-1 HSS.75X.75X.125 0(3M04 (C ) COMB4(T/ C23-1 HSS.75X.75X.125 COM84(C1 COMB4(T) C24-1 HSS.75X.75x.125 COMB4(C) COMB4(T) Ow •• ► • P • • • 0.579 • :C01.86.• 0.c�of Zo4111•• 0.027 0.002 + 0.001 t 0M6•a• + • ••. g •• (:(»156.. 0.•000 0.]53 - 0.002 + 0.004 i 0.147 0.:.15 •= 0.001 F o.00s + 0..110 0.068 _ 0.400 + 0.000 + 0.068 0.089 -= 0.000 + 0.005 .i' 0.083 0.056 0.000 + 0.000 + 0.05€ 0.0'10 0.001 + 0.004 + 0.065 0.046 0.040 4 0.000 + 0.046 0.056 = 0.001 + 0.003 + 0.053 0.929 d. 0.000 * 0.003 + 0.026 0.(+47 = 0.001 + 0.002 + 0.045 0.026 ; 0.000 + 0.002 + 0.025 0.045 '- 0.001 + 0.000 + 0.044 0.033 0.000 0.000 + 0.033 0.050 0.001 + 0.002 + 0.048 0.024 = 0.000 + 0.002 + 0.023 0.059 0.001 + 0.003 + 0.055 0.025 - 0.000 { 0.003 + 0.022 0.071 -• 0.001 + 0.004 + 0.067 0.044 0.000 + 0.000 + 0.044 0.0£19 = 0.000 4 0.005 + 0.084 0.0.'x3 0.000 + 0.000 4 0.053 0.1:13 -- 0.000 4 0.005 + 0.108 0.064 0.000 4 0.000 + 0.064 0.118 - 0.002 4 0.003 + 0.142 0.662 = 0.003 + 0.000 + 0.659 0.14B 0.002 4 0.003 i 0.142 0.113 = 0.000 4 0.005 + 0.108 0.064 - 0.000 4 0.000 4 0.064 0.089 - 0.000 4 0.005 + 0.084 0.053 = 0.000 + 0.000 + 0.053 0.071 - 0.001 + 0.004 + 0.067 0.044 - 0.000 + 0.000 + 0.044 0.059 a 0.001 + 0.003 + 0.055 0.025 = 0.000 1 0.003 + 0.021 0.050 0.023 0.001 4 0.002 4 0.04B 0.000 * 0.002 + 0.021 0.045 0.001 + 0.000 + 0.044 0.033 0.000 + 0.000 + 0.033 0.046 =: 0.001 + 0.002 + 0.044 0.021 = 0.000 + 0.002 4 0.021 0.051 z 0.001 + 0.003 4 0.047 D.D25 = 0.000 + 0.003 + 0.022 • • + • • COMB5 MB5 0.032 COMM 0.000 COMBS 0.001 COMM 0.000 COMBS 0.001 04»1B6 0.000 001485 0.001 COMB6 0.000 COMBS D.000 000406 0.000 COMB4 0.000 COMB6 0.000 C(XM84 0.000 C0M136 0.000 COMM 0.000 COMB6 0.000 COMBO 0.000 COMB6 0.000 COM.FI4 0.007 COMM 0.000 COMB4 0.001 COMB6 0.000 COHB4 0.001 COMB6 COMBS COMB6 COMB6 0.000 0.000 0.000 0.000 COMB4 COMBO COMB4 CO4104 0.002 D.029 0.002 0.001 COMB6 0.000 COMM 0.001 COMB6 0.000 COMB4 0.001 COMB6 0.000 COMB4 0.000 COMM 0.000 COM84 0.000 COMB6 0.000 cOMB4 0.000 COMB6 0.000 C7OMB4 0.000 0014136 0.000 COMBO 0.000 ETAHS v8.2.4 Pile: ZUMPANO RAILING C:ALC Kip -in thri is PAG1: 4- November 16, 2006 22:39 COLUMN STEEL STRESS CHECK OUTPUT (AISC-ASo011 STORY COLUMN SE ON LEVEL, LINE ID COMBO • • • • ■ a • • ••■ • • • r• 4 • • -•MCMj;NT INTERACTION CHECK //----SHEAR22----//----SHEAR33---/ RATIO •- AXL + 1333 + R22 COMBO • RATIO 071130 • • RATIO A. STORY1 C25-1 HS8.75/C.75X-125 ••• ••• • • • • • • • •CONl66 4 001)0° • COMB41C1 0.1)59 0.001 + 0.004 + 0.1154 •• • ls 0.000 COi4B4(T1 0.039 0.000 + 0.000 + Ost59••• ••• w•• • • STORY) C26-1 HSS.75x.75x.125 COMB4(C1 COMBS 0.000 COMBO 0.001 C0MB4 {T 1 ST0RY1 C27-1 HSS.75X.75X.125 COMB4(C) COMB4jT} STORY1 C29-1 HSS.75X.75X.125 C3MH4(01 STORY1 C29 H882X2)L.125 0.072 0.000 + 0.005 + 0.066 0.045 :. 0.000 + 0.000 + 0.045 0.089 a 0.001 + 0.005 + 0.084 0.054 - 0.000 + 0.000 + 0.054 0.1.14 - 0.002 + 0.004 + 0.109 CC]MB4(C1 0.424 0.002 + 0.001 + 0.421 COMB6 0.000 COMB4 0.001 COMM 0.000 COMBO 0.001 009486 0.001 CCMR4 0.01i ETAEJS v8.2.4 File: ZU1PANO RAILING CALC Kip -in Units PAGE November 16, 2006 22:39 BEAM STEEL STRESS CHECK OUTPUT fAISC-ASUO11 •. • • • • •`• • • r• ▪ • • • STORY BERM SECTION /----------MOMENT INTERACTION CHECK LEVEL BAY +0 COMBO RA'TCD � A3id., � II---- /7---/%-----SHEAR33---f 033 + J322 •C M80 • RATIO C O r. RATIO STORYl. B1 HSSIX2X.125 CO14B4 (T ) STORY] 82 HSS1X2.625X.25 COMB41C) STORYI 83 HSSZX2X.125 STORYI 84 HSS]X2X.125 STORY1 B5 HSS1%2.6253[. S1"ORY1 06 HSS1X2X.I25 COMB4(C) COMB4 (T) 25 COMB4(C) COM84 l C ) 0.103 0.079 0.031 0.103 0.079 0.031 - 0.001 + 0.007 -4- 0.003 + 0.002 + 0.074 0.000 + 0.009 + 0.022 0.001 + 0.007 + 0.095 0.003 + 0.002 4 0.074 0.000 + 0.009 + 0.022 • O • . • • • • • • • : :CORK . • 04616 01 i IB • • 0.003 0.•095• • • a • • •• • • • • • • • • • •• CON1B6 0.001 CO B4 0.006 COMM 0.002 COMB4 0.002 COMM 0.001 CO14B4 0.003 COMBS 0_D01 COMB4 0.006 COMBS U.002 C14D4 0.002 17 ETAS v8.2.4 File: ZUMPANO RAILING CALC Kiln -1n Units PAGE November 16, 2006 23:06 LOADING COMBINATIONS COMBO SCALE COMBO TYPE CAST: TYPE FACTOR COMB4 ADO RC1 Static 1.0000 COMB5 ADD RC2 Stab.(: 1.0000 COMB6 ADD RC3 Static 1.0000 • • • • •.. ■ •• ♦ • k 4 mIr • . • • • . +• . • .•• • o ' • • ..• • • ETAL3S v8.2.4 File: ZUMPANO RAILING CALC Kip -in Untts PAGE.dJ November 16, 2006 23:06 SUPPORT REACTION ENVELOPES • • • ■ ■ • • e ♦ w•• ■ • + • + • • • STORY POLNT ITEM FX F. FZ MX MY MZ BASE Min • • e • • • • Min Value 0.00 -0.20 0.02 •+ D1' • : ■-k� Mtn Case COMB6 COMBS " Ei : :.-0.044 COMM • • �B51F34 +COMBL* ' " BOMBS Max Value 0.00 0.14 0.02 •.• .21.260:•• :.9.016 •• • •+0.392 Max Case CONR6 COMM COMB6 COMBS COMB6 COMf34 BASE. 15 Min Value 0.00 -0.20 0.03 -8.329 0.000 0.000 Min C uaU COMM CGMB5 COMB6 COMBO COMB6 COMB4 Max Value 0.00 0.23 0.03 8.680 0.000 0.000 Max Case COMM COMB4 CCMH6 COMBS COMM COMBS BABE 29 Min Value 0.00 -0.20 0.02 -6.135 0.016 -0.392 Min Case COMB6 .:( MBS COMB6 COMB4 COMB6 COMB4 Max Value 0.00 0.14 0.02 8.260 0.016 0.044 Max Case COMM C.OMR4 COMB6 COMM C04H6 CC7MLi5 s • w • • /02/ 1 PP Id • • w • h • • • 'f' V STRUCTURAL NOTES: 1. DESIG N CRITERIA A. FLO RIDA BUILDIN G CODE 2004 B. RAIL LOADS: 1. 2001b CONCENTRATED LOAD AT T OP 2. 50ptf AT TOP 3. 25paf OVER INTERMEDIATE MEMBERS 2. M ETHODS AND SAFETY soma A. THE CONTRACTOR SHALL CONFIRM THAT THE SITE CONDITION\S-`--`" CONFORM TO THOSE DEPICTED HEREIN. ANY DEVIATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT FOR HIS DIRECTION. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR C ONFIRMING ALL SITE DIMENSIO NS PRIOR TO COMMENCING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IM MEDIATE ATTENTION OF THE ARCHITECT. C. THE CONTRACTOR SHA LL CONDUCT ALL WIDRK IN A SAFE MANNER, AND SHALL BE RESPONSIBLE FOR EMPLOYING NECESSARY DESIGN PRO FESSIO NALS AS R EQUIRED FOR TEM PORA RY BRACING, SHORING, AND SUPPORT OF CONSTRUCTION LO ADS. ANY CO NDITION ENCOUNTERED DURING CONSTRUCTION THAT M AY ENDANGER THE STABILITY OF THE CONSTRUCTION SHALL BE BRO UG HT TO THE IM MEDIATE ATTENTION OF THE ARCHITECT. D. THE CONTRACTOR SHALL LOCATE ALL UTILITY LINES AND WATER SUPPLY AND DRAINAGE PIPES PRIO R TO CO MMENCING , AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO PRESERVE SUCH ITEMS. E. THE CO NTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PRESERV E 1 PROTECT ALL ADJACENT PROPERTY. 3. ALUMINUM RA ILING COM PONENTS: A ALUM INUM M EM BERS TO CONFORM TO THE FOLLOWING MINIM UM YIELD STRESSES (UNLESS NOTED OTHERWISE IN PLANS): POST, INTERMEDIATE RAILS, PICKETS„ PLATES: 35 KSI (6061-T6) EXTRUDED CAP RAIL SHAPES: 16 KSI (6063-T52) S. WELDING ELECTRO DES SHALL BE 5356 FILLER WIRE C. ALUM INUM IN CO NTACT WITH CONCRETE SHALL BE COATED WITH SIKA ARM ATEC 110 EPO CEM. 1%2 0 /B' IL\ GIP AM. (FASTE11ED TO T"ot2"tt1/8" ' 2TxI/8' TYPICAL RAILING ELEVATION (Structural) SCALE 1/2" = 5'-O" (MAX) PLAN - RAILING SCALE: 114" = 1' SPIRAL STAIR AND HANDRAIL (SEE ARCH. DRAWINGS AND SPIRAL STAIR MANUFACTURER'S SHOP DRAWINGS) 6" TOTAL DEPTH CONC. SLAB ON METAL DECK. NE W GUARDRAIL AT 42" AFF 2.5x2.5)43,/16" ALU MINUM TUBE ') TYP MAX 5'-0" `cp.C. SPACING s a 6 PL s 1" 1 • 4" 1" • • • • • • • I. • ■ R ■ • 1 1 is ■ • + El PL 5/B -w 6'x 6' (4) 3/8"0 HAS ROO W/ 3-1/2" EMBEDMENT INTO CONCRETE, FASTENED WITH HFLTI HIT HY-150 EPDXY. DRILL A ND CLE AN HOLES AS I NDICATED BY MANUFACTURER. BASE PLATE DETAILS SCALE: NTS ALUMINUM CAP RAIL 5356 FILLER WIRE 1/8" 1/8" 1/8" 1/8" /PL5/8"x6"x0'-6" RAILING TYPICAL SCALE: 3/4" = 1' 2x1 x1/8" ALUMINUM TUBE 2.5x2.5)43/16" 1 ALUMINUM TUBE 3/4x3/4x1/8" ALUMINUM PICKETS 3 If 3/S"0 HAS ROD W/ 3-1/2" EMBEDMENT INTO CONCRETE, FASTENED WITH H!LTI HIT HY-150 EPDXY . DRILL AND CLEAN HOLES AS INDICATED BY MAANNl1FACTURER. EXISTING EDGE ANGLE EXISTING METAL DECK AND CONC. SLAB TURAL & WELDING SECTION Revision "B" 12/13/06 � ES °CIATES ZUMP A NO RE 'B'IDE=NEE PAIL SHOP DR A 850 LUGO NOTES DESIGNED JRB DATE 12/13106 DRAWN CHECKED REVIEWED SM JRB PRU.IECT N" 2006-000 DRAWING NU MBER 118 1•17 S MI•S OSLO 12, 11 TN Wart awe 1.0• 51•40, n DMA LOA ;••JA4/ WI 0005140 THESE DRA WINGS, THE IDEAS, CONCEPTS, AND DESIGNS EXPRESSED HEREIN ARE THE SOLE PROPERTY OF THE ARCHITECT, NO USE, REPRODUCTION, OR DISSEMINATIO N MAY BE MADE OF THIS DOCUMENT AND THE CONCEPTS SET FORTH THEREON FOR ANY PURPOSE WITHOUT THE PRIOR Mir EN CONSENT OF ROBERT BARNES ARCHITECT ROBERT BARNES & ASSOCIATES 02006 MR SCALE AS SHOWN STRUCTURAL NOTES: 1. DESIGN CRITERIA A. FLORIDA BUILDING CODE 2004 B. RAIL LOADS: 1. 2001b CONCENTRATED LOAD AT TOP 2. 50p1f AT TOP 3, 25psf OVER INTER MEDIATE MEMBERS 2. METHODS A ND SAFETY A. THE CON TRACTOR SHALL CONFIRM THAT THE SITE CONDITIONS CO NFORM TO THO SE DEPICTED HEREIN. ANY DEVIATI ONS SHALL BE BROUGHT TO THE IMM EDIATE ATTENTION OF THE ARCHITECT FO R HIS DIRECTION. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING ALL SITE DIMENSIONS PRIOR TO COMMENCING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. C. THE CONTRACTOR SHALL CONDUCT ALL WORK IN A SAFE MANNER, AND SHA LL BE RESPONSIBLE FOR EM PLOYING NECESSARY DESIGN PRO FESSIO NALS AS REQ UIRED FOR TEMPORARY BRACIN G, SHORING. AND SUPPORT OF CONSTRUCTION LOADS. ANY CONDITION ENCOUNTERED DURING CONSTRUCTION THAT MAY ENDANGER THE STABILITY OF THE CONSTRUCTION SHALL BE BROUGHT TO THE IMM EDIATE ATTENTION OF THE ARCHITECT, D. THE CONTRACTO R SHALL LOCATE ALL UTILITY LINES AND WATER SUPPLY AND DRAINAGE PIPES PRIOR TO COMMENCING, AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO PRESERVE SUCH ITEMS. E. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PRESERVE 1 PROTECT ALL ADJACENT PROPERTY. 3. ALUMINUM RAILING COM PONENTS: A. ALUM INUM M EMBERS TO CONFORM TO THE FOLLOWING MINIMUM YIELD STRESSES (UNLESS NOTED O THERWISE IN PLANS): POST, IN TERM EDIATE RAILS, PICKETS, PLATES` 35 KSI (6061-T6) EXTRUDED CA P RA IL SHAPES: 16 KS€ (6063-T52) B_ WELDING ELECTRODES SHALL BE 5356 FILLER WIRE C. ALUMINUM IN CONTACT WITH CONCRETE SHALL BE COATED WITH SIKA ARM ATEC 110 EPOCEM . !1 1V'{ 2 0 r* 33 " 1 (m.) ,aa •—+ 5'-O" (MM) 5'-0' (MAX) TYPICAL RAILING ELEVATION (Structural) SCALE: 112" = 1' PLAN - RAILING SCALE: 1/411= 1' SPIR AL STAIR AND HANDRAIL (SEE ARCH. DRAWINGS AND SPIRAL STAIR MANUFACTURER'S SHOP DRA WINGS) 6" TOTAL DEPTH CONC. SLAB ON METAL DECK. NEW GUARDRAIL AT 42" AFF 2"x2"x1/8", -AL‘1441444:11 r TUBE (TYP.) 5356 FILLER WIRE ■ • • • • • • • • • • • • a • a • a r 6 k • • s a • a • ■ a a a • • r• a • • • r •• • a • r a • • a ALUMINUM CAP RAIL • • • • • • a • s a • * •• • • 4 y /a.. r _ _ 2x 1 x 1 /8" ALUMINUM TUBE 1/8" 1/8- 1/8" PL5/811x6"x0'-6" RAILING TYPICAL STRUCTU SCALE: 314 " = 1' ""'2 .5x2 .5x3/16" ALU MINU M TUBE 3/4w3/4x1/8" ALU MINU M PICKETS 3„ 3/8"o HAS ROD W/ 3-1/2" EMBEDMENT INTO CONCRETE, FASTENED WITH HILTI HIT HY-150 EPDXY, DRILL AND CLEAN HOLES AS INDICATED -' BY MANUFACTURER. -' EXISTING EDGE ANGLE EXISTING METAL DECK AND CONC. SLAB DING SECTI ON Revision "A " 1214/06 ROBERT BARNES OCIATES Mau1TFE nW MG M. 11tCC K1911 •.•a1(s aA0o1c3» CMOs 64:6 116 6006( 1.F1.0 MOYl51(ali. irBRtj. 1186 J•11wa? •,'A .•• :144•x• THESE DRAWINGS. THE IDEAS. CONCEPTS, AND DESIG NS EXPRESSED HEREIN ARE THE SOLE PROPERTY OF THE ARCHITECT, NO USE. REPRO DUCTION. OR DISSEM INATION M AY BE M ADE OF THIS DOCUMENT AND THE CONCEPTS SET FORTH THEREON FOR ANY PURPOSE WTHOUT THE PRIOR WRITTEN CONSENT OF ROBERT BARNES ARCHITECT, ROBERT BARNES & ASSOCIATES. M2008 NOTES DESIGNED JRB DATE 12/04/06 DRA WN MR I-CKED SM SCALE AS SHOWN REVIEWED JRB PR OJECT N° 2006-000 DRAWING NUM BER 0=q STRUCTURAL NOTES: 1. DESIGN CRITERIA A. FLORIDA BUILDING CODE 2004 B. RAIL LOADS: t 2001b CONCENTRATED LOAD AT TOP 2. 50pIf AT TOP 3. 25psf OVER INTER MEDIATE ME MBERS 2. M ETHODS AND SAFETY A. THE CONTRACTO R SHALL CONFIRM THAT THE SITE CONDITIONS CONFORM TO THOSE DEPICTED HEREIN. ANY DEVIATIONS SHALL BE BROUGHT TO THE IMM EDIATE ATTENTION OF THE ARCHITECT FOR HIS DIRECTION. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIR MING ALL SITE DIMENSIONS PRIOR TO COMM ENCING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE A RCHITECT. C. THE CONTRACTO R SHALL CONDUCT ALL MDRK IN A SAFE MANNER, AND SHALL BE RESPONSIBLE FOR EM PLOYING NECESSARY DESIGN PRO FESSIONALS AS REQUIRED FOR TEM PORARY BRACING, SHORING, AND SUPPORT OF CO NSTRUCTIO N LO ADS. ANY CONDITION ENCOUNTERED DURING CONSTRUCTIO N THAT M AY ENDANGER THE STABILITY OF THE CONSTRUCTIO N SHALL BE BROUGHT TO THE IMM EDIATE ATTENTION OF THE ARCHITECT, D THE CONTRACTO R SHALL LO CATE ALL UTILITY LINES AND WA TER SUPPLY AND DRAINAGE PIPES PRIOR TO COMMENCING, AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO PRE SERVE SUCH ITEMS. E. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PRESERVE / PROTECT ALL ADJACENT PROPERTY. 3. ALUM INUM RAILING COMPONENTS: A. ALUM INUM MEM BERS TO CONFORM TO THE FOLLOWING MINIMUM YIELD STRESSES (UNLESS NO TED OTHERWISE IN PLANS): - POST, INTERMEDIATE RAILS, PICKETS, PLATES: 40 KSI (6061-T8) - EXTRUDED CAP RAIL SHAPES: 27 KSI (6063-T52) B. WELDING ELECTRODES SHALL BE 5356 FILLER WIRE C. ALUMINUM IN CONTACT WITH CONCRETE SHALL BE COATED WITH SIKA ARMATEC 110 EPOCEM. 'ArrarfjD, KC1Mtl1 IMO 1 5'-O" (MAX) 5'-O" (MAX) 1—~ TYPICAL RAILING ELEVATION (Structural) SCALE: 1/2" = 1' PLAN - RAILING SCALE: 114" = 1' ZUMP ANC] P•E;S'IDE=NEE RAIL THESE DRAIMNGS, THE IDEAS, CONCEPTS, AND DESIGNS EXPRESSED HEREIN ARE THE SOLE PROPERTY OF THE ARCHITECT, NO USE, REPRODUCTION, OR DISSEMINATION MA Y BE MADE OF THIS DOCUM ENT AND THE CONCEPTS SET FORTH THEREO N FO R ANY PURPO SE WITHO UTTHE PRIOR WRIT [EN CONSENT OF ROBERT BARNES A RCHITECT, ROBERT BA RNES & ASSO CIA TES. C 2006 3 . y.... _.t_.J""110'2N"6W"`Am. SPIRAL STAIR AND HANDRAIL (SEE ARCH. DRA WINGS AND SPIRAL STAIR MANUFACTURER'S SHOP DRAWINGS) in 6" TOTAL DEPTH CONC . SLAB ON METAL DECK . NE W GUARDRAIL AT 42" AFF 2"x2" x 1 /6" ALUMINUM TUBE (TYP.) 5356 FILLER WIRE • ▪ • • • • 1 0 • • r b b • • • • • • • ■ • • 1/8" 1/8" V 1/8" 1 /8" •• •• • ••■ .•• • • • • • • • • • • • ■ ■ r • • • • 4 • • f ■ • • • • • • • ■ • • , ■ ALUMINUM CAP RAIL 2x1x1/8" ALUMINUM TUBE (T'P.) 2x2x1/8" ALUMINUM TUBE 3/4x3/4x1/8" ALUMINUM PICKETS 3,3 HILTI KWIK-BOLT 3 W/ 3-1/2" EMBEDMENT INTO EXISTING SLAB EXISTING EDGE ANGLE EXISTING M DECK AND SLAB RAILING TYPICAL STRUCTURAL & ; LDI t • ECTION SCALE: 314" = 1' SHOP IPA 850 ►x.11 O R A Lw NOTES PROJECT N" 2006-000 oq i FOR MED CAP RAIL 1" Hx2-5/8" WIDE x 114" �;- ?PO ST 2.5 x 2. 5 x 3/16" MAX 5`-0" C).C. PICKETS 314" x 314" x 1/8" BOTTOM RAIL 1" x 2" x i/8" 00001000000'OCI ) SEE C ONNECTION DETAIL WEL D 5'-0" ALUMINUM HANDRAIL SCALE: 1" = 1' ( PLATE 5/13"x1 "x 6 "� .( (Se e Detail S-1) z viP sc w d RAILING CONNECTION DETAIL SCALE: 3" = 1' • • • • • DESIGNED IDRAWN JRB I MR •. '• • •• •* • •• I • • • • e • • s• • •• • • • • • 1 1* • • • • r • • • ► • • • • • ■ • • • 2.5x2.5x3116" AL UMINUM TUBE CONTINUOUS WELD 33 �f 318 "0 HAS RO D WI 3-1/7 ti EMBEDMENT INTO C ONCRETE (See S-1 Details) J,• EXIST EDGE ANGLE EXISTING CONCRETE SLAB EXISTING METAL DECK - Revision "A" 112113106 ROBERT BARNES ASSOCIA TES wo ) ITerruee MID 1,. 10. 1•: Karr Barre, 000111616 VMS xt+rx)q1,r M.* .war • ,a" ,art..n. an ew xrr t30;20 -11,5e 10 54 51AM THESE DRAWINGS. THE IDEAS, CONCEPTS. AND DESIGNS EXPRESSED HEREIN ARE THE SOLE PROPERTY OF THE ARCHITECT NO USE. REPRODUCTION, OR DISSEMINATION MAY SE MADE Cf THIS DOCUMENT AND THE CONCEPTS SET FORTH THEREON FOR ANY PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF ROBERT BARNES ARCHITECT. RO BERT BA RNES & ASSOCIATES. 02006 NOTES DATE 12/13/06 CHECKED SM S CALE AS SHOWN REVIEWED JRB s • • • 5 5 • • • R•R • • n 1 a 5 r 1 FORMED CAP RAIL 1"Hx2-618" WIaE.x tl'd' POST 2 x 2 x 1f8" MAX 5'-0" 0.C. PICKETS 314" x 3f4" x 1/8' BOTTOM RAIL 1" x r x 118" i! v; SEE CONNECT DETAIL WELD 0000000 _ 00 0 518' r r _ 5'-0' ALUMINUM HANDRAIL SCALE: 1" =1" I ON RAILING CONNECTION DETAIL SCALE: 3" = 1' 1 • r• "• ■ 5 5 R 5 • • • • • • • • • • • • R • ■ • • • • • • • • • • F • • 5 • 5 5 5 5 f • • • • • 2'x2 ', 118" POSTS (MAX 5-U' O.C . SPAT 1 ' r CONTINUOUS 11 WELD 3" ED GE DIST rr .. (4) 318 " x 4" HILT! KWIK - $OLT III TO SLAB E XIST E DGE ANGLE EXISTING CONCR ETE SLAB EXISTING METAL DECK RCPT BAR NES OCIAIE S tr al itcnilt iss n r ru 0 0X825 aa" w 7PI •UYWH"3FelE.9 0E ra"rs-rm. Florin now 3a I2A4 1 o i3a54S1 THESE DRAWINGS, THE IDEAS, CONCEPTS, AND DESIGNS EXPRESSED HEREIN ARE THE SOLE PROPERTY OF THE A RCHITECT, NO USE, REPRODUCTION, CR DISSEMINATION MAY BE MADE OF THIS DOCUMENT AND THE CONCEPTS SET FORTH THEREON FOR ANY PURPO SE WITHOUT THE PRIOR WRITTEN CONSENT OF ROBERT BARNES ARCHITECT, ROBERT BARNES & ASSOCIATES.C 2DU6 NOTES DESIGNED JRB DATE 11/20/06 _ DRAWN MR CHECKED SM SCALE AS SHOWN REVIEWED JRB itAti °Wig/ V.4 901; r a S �tfl r" 7 Q 5, -,1 4 , 1"12 .--z7 r -.).1 -rd d° Li ens '1) I 1 1°) 0 OS 3310 ••• • • • • • a 1 s • 41 4 • • s • 4 • Ls12r 5.1E0 0)00 81/5 5 S gOE0fir? 144 444 4 • s • 4 a 4 • a a • • • • •4 • • .• M EINW rola N Building & Zoning Department 405 Biltinore Way, Third Floor Coral Gables, Florida 33134 Tel: 305-460-5235 Fax: 305-460-5261 www.coralgables.com MCOL # IIIflIA369�11 ]9 CITY OF CORAL GABLES BUILDING AND ZONING DEPARTMENT Permit Application Date: Application #: _0_5_6 Permit Change: El Change of Contractor Permit Extension Permit Renewal Permit Revision Permit Supplement Permit Type: Building 4,0' Electrical Mechanical Plumbing Rooling Misc. App. Date DESCRIPTION OF WORK (PRINT): Ce ivity4es PROPERTY OWNER: Name: 176.c ZA Address: D f ` U e City/State/Zip: C[: es I Roth", Telephone No.: adrict ARCHITECT: t 1 Name: edrirr-i �4'Yrkil e5 i ,,ioC/A.�` e Address: .' ,..1 i/disf, ,e 4P,u— City/State/Zip: A1n ri A/ Ap3' `Tel.gdSay-i as -a BONDING: Naine: Address: Telephone No.: Master Permit #: Control #: C of sC 52 Project Information: Commercial: f Residential: Linear Feet: 2 Square Feet: El Value of Work: iiii PROPERTY LOCATION: Address: .471, "-a Folio #: Lot: Block: Subdivision: Plat book: Page: CONTRACTOR: 4,04 p f` , Address: 0 7,r° G 3 70 r City/StatefLip: AI,q Si / -3,30.3 Ail License No.: ICxTC-o :ter;0 Telephone No.: 305-512 S/A/ ENGINEER: Name: Address: City/State/Zip: Tel.: MORTGAGE LENDER: Name: Address: Telephone No.: Application is hereby made to obtain a permit to do work and installations indicated. 1 certify that no wark has commenced prior to the issuance of a permit and that ail work will be performed to facet tits standards of :ill laws regulating the construction in We City of Corm Gables. I understand that a .separate permit trust he sox ured for ELECTRICAL PLUMBING, SIGNS, WELLS, POOLS, BOILERS. TANKS. AIR CONDITIONERS, ROOFING. AWNINGS, ETC The Historical Resources 1)epartmen s approval is requites prior to the issuance of a demolition permit. WARNING TO OWNER: Failure to record a notice of commencement may result in you paying twice for improvements to pun property. If you intend to obtain financing. consult with your Icrtder or an attorney before recording your notice of commencement. OWNER'S AFFIDAVIT: 3 certify that all the#oiegoing information is accurate and that all work will be dome in compliance will all applicable laws regulating construction and zoning. Signature of Owner ��.� - The fore of instru nt as ackn ed before me this day of 'Z wS•l �10 V by 70 = 4t'u rsotually known to me, ( ) has pa ced a n, CID 296877 Signature of Qualifier The foregoing instrument was acknowledged before me this liftl day of _t_. 2O � . rsonally known to me, ) has produced a A'4"ereW OVARY PUBLIC (SEAL) by l'Dirtrrs"• iM EvilDII 'i l !II' 802649 Tel. 460-5303 Fax. 460-5371 THE CITY OF CORAL GABLES, FLORIDA FINANCE DEPARTMENT CONTRACTOR BUILDING RELEASE FORM 405 Biitmorc Way P.O. Drawer 141549 Coral Gables, FL 33114 This form must be completed, as stipulated and required on the "Application For Building Permit," and returned to the license section of the Finance Department for processing at least ten (1 U) days prior to completion of work. It is understood and agreed that a "CERTIFICATE OF OCCUPANCY" will not be issued, nor bond monies returned, until ALL CONTRACTORS and SUB -CONTRACTORS who actually performed work on the job, have been listed on this form. All such Contractors and Sub -Contractors must provide a copy of State Certification (Florida) and an Occupational License from the county or municipality where place of business is located. Contractors and Sub -Contractors not licensed by the Department of Professional Regulation will require a Municipal Contractors Occupational License and Certificate of Competency from Dade County. PLEASE READ CAREFULLY This form will not be accepted by the Finance Department, unless it is filled out completely; and signed (for lines not applicable place N.A. on form.) Keep a copy for your files and turn the original in to the License Section. A Licensed Inspector will be visiting your job site periodically to insure Contractors are properly licensed. Subject res : ' n,� Apt. No., Floor, Suite Property Folio No.: 050 C� V Ave 035/ / '6)C ' 6625' Permit Number: 0512. (,9070 Descri . tion of work done: Application Number: CD(p.OZ 04717/ L 0—e Date:: C UJse4 er: Social Security Number: Phone Number: ZOrn A/c) 35 )Y-3555 Address: City: _ State & Zip eo/ O V ' id i 4.-'r _.. 41J 4�1.� ? i t..r • 1� f �.C./ Contract r1Bu r: State Certification No: Municipal Occupational License/Occupational License No.: p2oc0G5 05s/` ST 1TE l�ddress: f'it & State & Zip: LICENSE OFFI THIS RELEASE FORM HAS BEEN CLEARED IVI : Phone: c' z6/-4/92-7 List below crll Contractors and Sub -Contractors under the above Permit number: WORK DONE: CONTRACTOR: Structural Electrical Plumbing Mechanical . tL Pod 6-_5 /V L 05 LICENSE NUMBER LOCr ,C $0 - - e-71 CO 62 9 JC7 47'4 4 -5 /I(I . .� pooz- , /RIC 0_55/ c Roof Swimming Pool Carpentry Concrete Work Masonry/B locks J r1 jIDOL S /A/C Demolition Foundation Septic Tank Windows Doors Fences 7 Steel Placing Plaster/Dry Wall Steel Erection Painting Paving Fire Sprinkler Flooring Pile Driving El ve ator LPG/Gas Insulation Awnings r Signs Tile Guniting/Pres. Grout REMARKS: DAY LABOR: Where this type of work is performed, the employer is bound by law to withhold from the employee's pay certain deductions for social security and income taxes and to make . a return thereof to the government. Also, other requirements are compulsory for the employer as to Workmen's Compensation Insurance and/or Unemployment Compensation Insurance. Therefore, to support the performance of work on a day labor basis it is required that you submit a copy or copies of certain documents to substantiate your claim. This ,form roust be completely filled nut and signed by Contractor or Owner. In the event it is not completed in full, it will be returned to you or it will be held until someone contacts this Department. I hereby state that I am the owner -builder of the above and that no general contractor was employed in any way whatever, and I hereby request that occupancy be permitted for the above property. Owner Builder: I hereby request th Licensed Cant tted far the above property: o �W 665994 FLORIDA FOUNDATION SYSTEMS IN 2780 NE 16 STREET POMPANO BEACH, n 33062 OFFicE (954) 786 - 0455 FAX (954) 782 - 9991 54676 05-2.-7 NI�{IU� FIELD INSTALLATION LOG - GALVANIZED PIN PILES ti: Property Owner Zum_pano Res. Street Address 1650 Lugo Ave. City/ State Coral Gables, FL. PRODUCT SELECTION: Pier Part Number Installation Equipment: 140 lb pneumatic Rhino 3" Sch 40 Gaiv. Pin Pile CT DATA: Date March 12, 2005 Contractor Robert Smith Const. EngJArch. John H. Omslaer,P.E Application Bathroom addtbon & Spiral stair -case. , Installation March 8,10, 2005 Date PIER # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 SECTION -3 OF LENGTH SECTIONS 7' 2 7 7' 7' 7' 7' 7 7 7' T'&5--- 7' & 5' 7' & 5' 7'&5' 7'&5' 7 3 3 4 3 3 3 2 3 3 3 3 3 3 DEPTH REFERENCE Grade Grade Grade Grade Grade Grade Grade Grade Grade Grade Grade Grade Grade Grade Grade TO PAL LENGTH 14' 18' 6" 15, 6" 15' 22' 6" 15' 15' 15' 14' 17' 14' 17' BEARINU STATUS DESIGN LOAD Refusal Refusal 5 Tons 5 Tons 15' 15' 15' Refusal Refusal Refusal Refusal Refusal Refusal Refusal Refusal Refusal Refusal Refusal Refusal Refusal w -411 5 Tons 5 Tons 5 Tons 5 Tons 5 Tons 5 Tons - 5 Tons 5 Tons 5 Tons 5 Tons 5 Tons 5 Tons 5 Tans 'NOTES See building plan for piling location. Welded caps: 6"x8"x112" with hole for concrete fill. Dynamic Engineering Solutions Inc. 935 N.W 31 Ave. Suite D Pompano Beach, FI. 33069 John H. Omslaer, P.E PE* 52733 EB # 9011 � r THE CITY OF CORAL GABLES BUTLDT1k;1 & 70TYJNG DEPARTMENT ROAR' i)TVTSTON - BOA COPY 436101 RECEIPT FOR AT`,"HTTFCTURAT, RFVTT W BOARD F1 R Box No. 511 850 LUGO AVE. THE BOARD OF ARCHTTFCTS MFF rTNG WTT.T, BE HFT:T) AT CORAL GABLES CTTY HALT. CC)MMTSSTON CHAMBERS ON THE. SECOND FLOOR STARTING AT 8:00 AM Agenda Scheduled For B.O.A. appointment number Renard of Architects number Receipt number Receipt date Location of job Folio Number Proposed structure Estimated value Applicant's name Applicant's address....... . Applicant's city, state, 7.p Applicant's phone number. Owner's name Owner's address Owner's city, state, lip. Owner's phone number €< PEES » Resubmittal fee 0.i1341203 03/15/01 42 CONFIRMED for 03/15/01 20788-3 643851 03/13/01 850 LUGO .AVF 51180060250 ADT) BALUSTRADE WALT: 8,000 RAMON PACHECO 4990 SW 72ND AVE NTAMT FT,, 33155 (305) 666-2573 #101 JOSEPH ZUMPANO &. 850 LUGO AVE CORAL GABLES , 331566321 (305) 666-2573 FTN TOTAL FFF Payment Amount. Payment. Cate Payment. Method 03/13/01 Cash BALANCE DUE Received By 7065\001520 Receipt. No. 641851 20.00 20.00 20.00- 0.00 NOTE: FEES WTTH * ,RE CRRDTTFT) TO THE, PFR.MTT COST. PLEASE RFTATN r,HIS R•R:CFTPT FOR YOUR RECORDS [i N 17 tr:!il1‘J , I': . 1,,s° L , ,►1»H'.I; M • a 4 111 AbbITkom To F(Ar.k Ltc�__C AL aALU.. I�IC ri?Y tIOPIC AIR cuui��Ti�uiNt-: -tor AC.0 Z13o�1 ne...40Wwr. ,,, A" M Ati f 1 ' • t • '40 AIR CONDI-11Umm x , "ERM1 T TE> IN REQUIRED SE dACK AREA. AF PROVED Electri c aI i aspector '" r " 4 p • • • .'* HUI 11 ., •4w • ••. � 3 -v..=.Sf*31 :,V.HT rTi 'sl'vi ]i..NVfiI NATIONAL FL O INSURANCE PROGRAM ELEVATION CERTIFICATE Important Read the inetaucdons on pages 1.7, SECTION A • PROPER'rY OWNER it4FORMATION BUILDING OWNER'S NAME - Joseph L Zutn BUiLDINC STREET ADDRESS (including ApL, Una, Suite, andror Bldg. No.) OR P.D. ROUTE AND BOX NO. 850 Lupo Avenue, For New Bathroom Addition It p1 • 306i-0h)TI Expires1'CB ? r31,2 0J5 kaixls=ewer, use Neuter s CTT( STAB Coral Gables FL 33158 PROPERTY DESCRI 71DN Oland Block Nurnt rs, Tae Par* Hunter, Lead Oescrdptlon, elc,) Lot 25 Burk 3 Fiat or'CORAL BAY SECTION B' Plat Book 45 Ft 115 Fa)10 Number 0:3-61184:05-0250 BIDDING USE (ea., Reeder/ill, Nbr}reesdrratiil, Aiidliort, Aaxeearxy, etc. Use a Ccmnerrls area, i neaeesary.) Fiesdented Con;reny,AINO Number LA (OPTIONAL) I iol' tzeh TAT DA PA: S 1RCE. fl '..FPS (TWe). ( W - #S -*sr or M. ) ❑ NAD 1827 Q MAD 1983 Ca USGS Clued Fu1sP fl Other. SECTION 8 -FLOOD INSURANCE RATE MAP TRKIFFIORMATION E11. AFF c*Als+l.NITY'' likkE &COMUNTYNLIIMER Cer olCa l&tie 120338 OCUNTY lM -l- al STATE Jae use BS. FIRA NCISc DATE 84. MAPANDPANEL 87. MA MC ®. BI19E FLOODELEVA11C�y ri 1X F�EV48ED DATE Eill FLOOD ZO. EjS) gcr a Ar}, *Mot Wm) SSLFFJ 17Juir95 1 2MAfit54 Z VE I 14.0 MAGER a10. In imee le sor.rce d lie Saes Flood Bevel/ion (EIFE) dale a tem fiocrd day ih entered in Imo', ❑ RS Prase El FIRM ❑ Cumnirely f3 aired D Other t): 611. indicate tie elerairn dim used is the BFE ii BR. El NGVD 19Z 0 NAVE! 1939 ET Cow libej. — 912. Is the bating ix alad'n a Omit Berrien ROeauree Sysiern (CBRS) area or Onenoise Pedaled Aree (CPA)? -❑ Yee El No Degra4on WPM SECTION C - BLLDVrIG ELEVATION INFORMATION (SURVEY C1. Baling eierraticns are beead on: 0 Construetian Drams' ® Biking Uneer Czr n ion' 0 Finished Ccnstrac Ian A new Beam Oulu* * be raped when aarsftrx burl of the hieing is axr Oda Ca kg Cewam IAmlxnr 1 (Select fie balcIng Hagan Trost *Matte ruling k *Nth this skate is berg =Wad - see pages 6 aid 7. If no dawn wankY nxresens tr e buidrrg, proitde a slceldh a ptxtagrapt1.) C3. FJevd ens — Zara A 1 -AV AE, AFL, A (with BFE), VE, V1-VX, V (with BFE), AR, ARIA, ARIAE, ARIA1-A30, AR/Ari, AR/AO Carp* leas al i beim acrxe i ng to the bulling diagram spy in Ain C2. Stale Medlin used t16he dim m is Mewl tram the darn used for it a BFE it Section B, melt the detain t7 Thar used kx the BFE. Show ield nhe+asixeme ds at datum con+asrsion (ia>taion. Use the sawr prvvidad or ta '3)rnments lea d Sermon 0 a Salim G, as wodiale, lo+doLu errt the ciakTrn oxiversiorr De1m NGVD 29 Oceiersicritamments NIA Bevan refererre rrrark used 0318 Dies tho eievrdidi relerrerrce marls users on the FNM? 1," Yes e7. No a) Top d balm fleet crxiacir g basement a er o3ure) ' 14. 1t'R(rr - h) Tap d neat higher log s VA. fit -0) Beaffirn d iovvest harimrdal sbuAxal mortar (V acres Trig) ?."41A . _JO n 4 .74,,,c) d} Attached garage (lap r slab) N _ILO) la e) Lavest eieva5on d nhadrnery mkt' apr. prnerd 11) di sividng lie dicing (Neale n a Cements area) 12 , 511.m} L t) I (WO grade (LAG) 1 t. 911(m) z Q g) *kit ad et (ft ri6hed) gratis (FAG) 12 1 Nat) h) No. of parrranerd opecxxgs (fiaod vents) within 11 a6 re adaoent grade Na. i) Total area d al peTnanenl openings (Idol amts) in 03,h l std n (sct an) • SECTION (i • SURVEYOR, ENGINEER,. OR ARCHTTECT CERTIFICATION CO da ON= a-� 0 o = This ceriiicarixt is to be signed and sealed by a tend surveyor, Prig n: 4 r, or architect authorized by IPA !v certify eievatior ir,formatirn. certify that the iofonnatxhn in Sections A, 8, and C on this oertifime represents my best Outs to iraierprd ride late eveigable. I understand Mat er r false statement may bepturisha bis by tine or : y►srrrrr ono :order 1,9 U.S. Code, Siocticn r10 i. CERTIFIERS NAIL James E. Baadmdr LICENSE NUMBER 2397 ITREFideeeiond Laid r'xreeyor ADDRESS 11531 Sw51*Terme SiGNAT FE 7 DATE TELEPHONE COMPANY WE James Bea nee & Asaac, Inc. CITY STATE ZIP CODE Mari rl- 33173 20 May 06 V5(252 -0i41 FERIA Form 81-31, Jan See reverse side for continuartion. Replaces adi previous editions IMPORTANT: hit a ls, oopythe correspor irkemalico from Suction A 9. LC 3 SIREETALCOESSMOVAtt, llrk Suie. inibilitAco CP P,0, ROPE Ato Box N0. Forkahnrra arserryrUes CITY STATE 7FCODE SECTION!). SURVEYOR EAR OR ARM= OBtIT,ICATION OWT1.) C+wbob sidesdINsBede) Csricaiekr(1)carrrsrdlyMkt (2)irsuankaeaAelr'epirY,ald{3} artrrer. C,oltere WICR:rim COSSI NTS aa tJiemlrm BECTIONE.BU oar e. n tcrr oluoistoZoNEAMNOUt BFE) Rare AO and IdeA t3NFE), carpels Mars Et WO Rite asiallch Coarse fisherded kr insagatigirk nalldn kra LOMA a LOW, Sets Cmist beccrOsiad El. Biding l7regan Mote- _Peet tie bakingdam nice crier iatre biking imrwtich Ib s col is be rig compete —seegeges band 7, t riodeg m =us* y systole he bikini Keide a Oath or phorograph) f2Ile bpdiretritamka(rhdudrg teemed orsodas* die Wittig ie _A.(m)_ gcm) 0 atom cr 0 tote(dredk tie highest adaxa 9 (Use Wee go* tarlsisttbjl E3 Fir asking t7isysrrs B 8 w+gr apennge (see rep ►7), he ne+d hkjner Ica a elerskid Agar (*Mon b) dire tukdng s _ L m) _n,(an) ate* the *peel alma grade. Candle lu a CM and G3.i on froridtam E4. The try dhapkdumdrrradiitryardarequiprnariswag thebakingis _hfm)_in(an)❑abaoea ❑Mae (check ale) IreViet adlamrhtglade Nke na r -grade, hTaw de-. E5, For Zane AO ordy.W nn knd depth dote is mite, is re itp of the tadtom baaleeled 'n =crews* tie cranarnrriy'a hidden rrenegsrrrsnt off? ❑ Yes ❑ NO ❑ Unl -tam. The taca vibe met Y tit ricnrratirm in Section G. SECTION F • PROPERTY OWI13! (OR CIVYNl:R'S REPRESENTATIVE) CERTIFIMIION The properltrdew or cremes ekr3Qhed regisentsPiewhocandelas Eagan A, B, COW* Cah andC3+ariy}, arrdE krZone A Mhos! a FBOXissedaoortrhvity- Seued BFE) orAre AO meet sigfh hers The silerants n Sedans A4 a t axlEas cramdio fhebee ofmrkr+oeis PROPERTY OWNERS OR CPANERS AUTHORIZED REPRESENTATIVES WE A SS CITY STATE COOS SiaNIATLIRE DATE TEL E COMENTS 0 Check hale 1 Misdirects SECTION G - oTY INFORMATION (OPTIONAL) The WI Arid YAP is attrortaed by taw a o Bianca b aini Teter the carrnaitys ioodidah rnma9 r nl sok arroe ran ccnele s Sedate A, B, CO. E), and G of this &maim Calibia Cogitate tare appicable iarhf s} and sign below, G1. 0 The inkar Trorr in Ssdrn C was taiw ion) obrer dcarnerMdUn fist has bees steed aid massed by a iarh'ed are( r,, eKt esr, or ardried +stio fie aiA Mind br Me a bck Tawbmay skean iriarneiah- *kale themice aid date dtheetmed, data h the Corrnherhth aea below.) G2. ❑ A cm es* c ld errrs:Med Secim E liar a boccie tided h Vane A *nil a FBAIllieued a cgmrsrrly+-iseusd BFE) Zara AO. G3. 0 The fokeng irfarrton (lams G4 -G9) s pnaeide d for cxrrrnurity loo nave ge lent ;wpm GA weir !MEER G5. CATE PEFe rT IS$.ED chi DATE CERTFCATECF 03141JAICEPDCCIJPANCY ISSUED G7.111 mini has been ismed bur 0 Noe C d n 0 Sttxsarrfi Mammal GS. &mem d asst West tar finding beeerrrxhq d the bultIng is _k(m) Di= (19. E1FE or (n Zara AO) deft diming at the bilking ere is _ Um) LOCAL OFTIJ-'S NAAbE TTY COMMUNITY MANE TELE1014CIE S GNATt.E DATE CIZS I I TS Q ahedthere if* FEMA Form 81-31, Jaruleryr 2003 Replaces al previous &Noes 114, LAL 0 21Q TdIl copes. i-Alszt-rigli pi\ 9"0lAP.t) i tCY2 ��r -7-- Eq'U4wMEtiT CuAit 4-11u 11514 Eco FL of A Al [,.. RAP F . I sve 10- coAckepilt.i- 31r4 ' C A e114U. Li 2.Qyx, 'R. IA - Alp S 2TA1L PJ. -.' . ' +c.`r "r FRO CA•M An Ii-ic-T o 1 taiCE PoR \i4. Ivkor8 M 5o LUCK. COOAL W V LL \______ 1.ft--,.'S LP ._ q'U AIR CoNDIIIu 3mUI' 'ERM1TTE ' IN REQUIRED $t' MCI( AREA. APPROVED IectrK i laspector ty. r!ll 1 .0111000:14\ • rti Ir�� 11 1111111 778857 gIINI • March 20, 2006 JLU Enterprises, Inc. 4001 SW 139th Ave. Miramar, FL 33027 RE: Pile installation certification Proposed Poo] 850 Lugo Ave. Coral Gables, FL • ! • 5450Alffiin Road, Davie.*i. 33314 'I.. Tel: 15e584-6115 & 584-6880 Fax: 954-584-2862 E-mail: soilprobepurch-engr.com • OEM •• • • • • •• • • • • • 4 4 •. • • • a ' This is to certify that on March 16, 2006 a representative of this office monitored the installation of the auger cast piles at the referenced site. A total number of eight (8) piles were installed at depths and locations shown in the attached pile installation log and location sketch. The piles were installed at the locations staked in the field by the owner's representative who was responsi- ble for staking out the pile locations. We further certify that our authorized representative observed the piles and their installation and that the workmanship and materials used were in substantial compliance with the specifications supplied to the Piling Contractor. We also certify that the referenced piles are capable to sustain a net allowable bearing capacity of 35 tons (70 kips) as shown in the attached pile installation log. Should you have any question regarding the above, or if you require additional information, please contact this office. Sincere! So' Enc, gineer' na P.E. 37334 & Testing, Inc.. City of Coral Gables, FL Client (2) L & L Pools, Inc. . neering it the .eapice of'science i nd te0/079,l Page 1 of 1 14" Dia. Auer Cast Pile Lo Cr. No: Pile I .D. No: Auger Time MIN. Penetra -ti on FT. Theor. Grout Am't C.Y. Grout Time MIN . 3:45 25 LOO 1:49 Pump St rokes NO: 65 Act ual Grout Amt . C.Y. 1.95 2 2 4:10 25 1.00 1:28 3 3 3:00 25 1.00 1:30 66 1.98 KIPS 70 70 2.10 70 70 4 3:15 25 1.00 1:26 75 2.25 70 5 5 3:22 25 1 .00 1:22 6 6 3:41 25 1.00 1:32 7 7 3:39 25 1.00 1:30 8 8 3:00 25 1.00 1:40 9 72 69 2 .16 2.07 72 2.16 71 2.13 70 70 70 70 1.0 11 12 13 14 15 16 17 1s 19 20 Misc. Info: Steel Spec's: 4#6's w/#3ties u{ 7, 12" o/c fu ll len gth & 1#7 15' long Grout Spec's: 5,000 PSI Load Bea ring: 35 tons Project: Proposed Pool Con tractor: L & L Pools A ddress: 850 Lu go ,Ave. Date: 3/1 .6106 Notes Start 2:00 Rinker 17286 Arri ved 1:45 9cy. Stop 3:50 Start 4:05 Rinker 734 Arrived 4:00 9 cy. •►.• • •• .... City: Coral Gables, FI, Logged By: E . • • • • . . 1 .. • • • • ,• .v ♦ • • • . .. • • • .•. • . . i • Pile location sketch POOL FRAMING & PILING LAYOUT PLAN 1/4"=1"-0" -m SCALE.: Il4%,1'-D" • le 51,5Ti43rst%n Road litre FL 33314 t�k 954-5R4-6115 & 5R4-6. 8110 . Tax 954-g4-2862 E-mail: soilprobe(Oarch-cngr.com 433014 DATE: Box No. 503 850 LUGO AVE. &/ 5/0 ) ALL OF THE FOLLOWING MIS r BE FILLED IN BY APPLICANT ACC 1 ae City of Coral Gables Owner/Builder PERMIT APPLICATION MASTER PERMIT #: Application # 10 b Square Footage: Type of Per :0 V 0 h\LAt ( ) Building ( ) Plumbing ( ) Mechanics ( ) Roofing Control # Estimated Cost $ -T,i f- - A APPROVED For Arctf.r: `n Only tix ( ) Electrical ( Sign ) Zoning Misc. idential ) Commercial OWNER/BUILDER' S NAME: (-7 f h Phone Number: ( Address: C) Loco itu: ( bV5, *— State: .3 1 S6 Zip Code: ARCHITECT/ENGINEER'S NAME: Address: Phone Number: State: Zip Code: SITE ADDRESS: _ Folio # Block LEGAL DESCRIPTIONS: Lots WORK DESCRIPTION: 6d1 Section (for 6C, {)re- C ICn t f7 DcP )prn4' lkore_ (.))or- [T3P Application is ereby made to obtain a permit to di work and installations as indicated. I certify that no work has commenced prior to the issuance of a permit and that all work will be F trformed to meet the standards of all laws regulating the construction in the City of Coral Gables. I understand that a separate perr it must be secured for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOF LNG, AWNINGS, ETC. 115(vDed. 1,64) fill La OWNER'S AFFIDAVIT: I certify that all foregoi ig information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. C✓�Q� r'SCGt �6� Print Name: OWNER/BUILDER The foreg Who ha ( s ally known I r ignatu = ER/BUILDER r2-1/4. g instrument was acknowledged before me this 2 day of 3-04 4 200 r by an oath and: N T RY PUBLIC s produc+ d a 6-a`- r- 3(2_ _cc( C My Comrnissio as identification W kRNING TO OWNER FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR ] MPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECOR DING YOUR NOTICE OF COMMENCEMENT. INSTRUCTIONS TO OWNER -BUILDERS Pursuant to Florida Statute 489.103 (7) owner of reap property when acting as their own contractor and providing all material supervision themselves, when building or improving one —family residences or commercial property, shall be provided with the following disclosure statement by the local permitting agency: State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You roust provide direct, onsite supervision of the construction yourself You may build or improve a commercial building, provided your costs do not exceed $25.000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially unproved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or ,municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not license must work under your direct supervision and roust he employed by you, which means that you must deduct F I C A., and withholding lax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes. and zoning regulations. PROOF OF OWNERSHIP — Prior to a building permit being issued to you, you must submit proof of ownership of the land concerned in the application in the form of a recorded deed, showing you own the property, or a copy of mortgage or warranty deed of the land, or a Dade County tax receipt, statement to contain legal description of property and indicate property is in your name. Legal description and name on document of proof must correspond to the name andlegal description on the application. RESPONSIBILITY- You will be responsible for all work done by your day labor employees, and you must either employ licensed contractors or person to be paid on an hourly or per diem basis. Anyone contracting (including labor) with you, verbally or in writing, on a fixed fee basis for any work, who is not property licensed, will be subject to a fine of $500 pursuant to Florida Statute 489. 127 (4) (c) and/or imprisonment for up to one year pursuant to Florida Statute 489.127. INSURANCE- You should be advised that if your labor employees cause any damage to persons or property, or if any of your day labor employees are injured on the job, you are liable. Your regular home insurance policy ordinarily does not cover this type of liability. WITHHOLDING TAXES- You should be advised to investigate your responsibility for withholding Social Security, Federal and State Unemployment Insurance Taxes from the wages of employees working for you on the proposed construction, and for making returns thereof to the proper agencies. DEMOLITION WORK- In addition to meeting South Florida Building Code requirements stated above, you are responsible for disconnecting all utilities, including water, sewer, septic tank, electrical service, gas, telephone, cable TV, etc., prior to commencing demolition. You are also required to obtain a permit from the State of Florida Department of Health and Rehabilitative Services in order to abandon any septic tank that is on the property. Notice: Separate permits are required for electrical, septic tank abandonment, plumbing, roofing and mechanical work. / j Orci r ( t �t /fit., the owner of the property described as t56 +LL93 do hereby certify that I have read the foregoing instructions, and am aware of my responsibilities and liabilities for a building permit for cpnstruction work on the above descr` ' operty. Witness Received & Reviewed by: Application Approved by: Permit Issued by: S/2 -)-/o ) Date OFFICE USE ONLY APPL. FEE PERMIT BOND CODE COMPL LIEN FEE RADON GAS CO/CC FEE CNTRCTR FEE CONCURRENCY DOCUMENT PRESERVATION TOTAL FEE: 817.00 74' VD TH1 CITY OF CORAL OTARLFS R1ITT,T)TP C A,. ZONING DEPARTMENT ROAR! DIVISION - ROA COPY R.FC'FTPT FOR AT CHTTFCTZJRAT, RFVT3 W BOARD FFF THE BOARD OF ARCTJTTR TS MET TTNfa WILL RR HFJIT7 AT CORAL f:AA1,FS CITY HALT, COMMTSSTON C'HAMRFRS ON THE SECOND FLOOR STARTING AT 8:00 AM Agenda Scheduled For 07/05/01 R.O.A. appointment number 14 CONFTRMFT) for 07/05/01 Board of Arrhitprts numbe i 216141-1 Receipt number 6516376 Receipt. rintr 06/27/01 Location of job 850 LUGO AVF Folio Number 51180060250 Proposed structure , .. , . - , TEAT NT Estimated value 3,000 Applicant's nemp GRACE T~ SCALONA Applicant's address [350 LOGO AVE Appl i rpnt.'s ri tv, state, ? i p CORAT. GABLES , 331 566321 Applicant's phone number.... (305) 669-9852 Owner's name JOSRPH ZUMPANO Owner's € ddre'ss 850 L110,O AVE Owner's city, state, ?ip CORAL, GABLES , 331566321 Owner's phone number.. . `C'aM « FEES >? Arrh i t?r.tural board fees 0 )1 341 203 Dip front permit bldg. fe3e0)1322110 Up front fire prPvant i nn 0)1329$40 5.00 9.00 * 0.90 TOTAL FFF, 14.90 Payment. Amount. 14.90 - Payment 1?ato..,.... . 06/27/01 Payment: Method.. .. . , Cash BALANCE: PT1F. 0.00 Rereyved By 70)65\001,5-.,97 Receipt. No. 651876 NOTE: FEES WTTI * kRF CRF.DTTFT) TO THE PERMIT COST. PLEASE RETAIN PHIS RFC'FTPT FOR YOUR R.W 0R.DS 1URA1 c S T • . .• • • •• ... .. .. • • • • ... • .. • • .. •• •• • • ... .. . • • • • • • • • • . • •• .. • • • • • • ... • WIND CALCULATIONS INSTALLER: SECURE WINDOWS & DOORS 7855 N.W. 46TH STREET MIAMI, FLORIDA 33166 PHONE: (305) 513-0705 PROJECT: IMPACT WINDOW 1 DOOR INSTALLATION AT: 850 LUGO AVENUE CORAL GABLES, FLORIDA M1AM1-DADE COUNTY C ST "YOUR ON -CA AY 3, 201 PREPARED B RLOS M. PER UCTURAL ENG FL. P.E.#: 548 E.B.#: 0077:•1 L ENGI E , P.E. NEER 4 ERING COMPANY" 9420 S.W. 1121-11 STREET, MIAMI, FloRida 33176 TEL (786) 242-1720 • FAX: (786) 242-4399 STRU TURA! ENGINEERING CONSULTANTS, INC. 9420 S.W. 1 12TH STREET MIAMI, FLORIDA 33176 TEI., (70 )2424720 2424720 • FM; (786) 242.4399 DESIGN CALCULATIONS C +og: A ScE a -05 seitotalD Ve.Darri VVa P *tc4ouiC coopc0 = C i?va-EAKIA e • o-iAace .-ootS (.:) 10°° less7 w /.42° 0.8S a t V oc, i QR�.SS. ViReguRE ,(Kh): lr c S f 4r. ? ' 614441‘vili,D NiAlkilovaes7 Um.= me i Az; 14C 14 oar (h) = 34 0 • a (CalticiA plaromr6 urft5) PC.•O.4 A3g1-D pz p. t x460-ezz c1irn: EqRtp1.. 10 4 r (ooi O PROJECT SHEET NO, 2 • 4P- CATE xnfJ J 2-D1 ••I • • ••• •• •• •• • ? :O OO ZS4v(i,(x )(1,°° 1 wA6,0 P5F S 1,00 -I- 552 •• • ■ • • • • • •:'• • ••■ c viriERc: 0418 pa) RS cot ARtt1 = 1 "- 0 4 +63,3 58,6 S 0, 959 _x,319 -1-5313 id(tico) • STRUCR1RAL City of Coral Gables Building Department Miami -Dade County, Florida Contractor: Secure Windows & Doors Job: Impact Window / Door Installation at: 850 Lugo Avenue, Coral Gables, Florida RE: Window / Door Units Design Wind Pressures Dear Sirs: • . . • • • ••• •• • • • • • ••• • • • 4 •• ■• ••• •• 1 • • • • • • • • • • • ••• ••• • • • • • • ••• ••• • 1 • • 1 • • May 3, 2010 We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: Positive Design Pressure (Zone 4): 55.2 psf Negative Design Pressure (Zone 4): 60.0 psf Positive Design Pressure (Zone 5): 55.2 psf Negative Design Pressure (Zone 5): 74.0 psf DOORS: Positive Design Pressure (Zone 4): 53.3 psf Negative Design Pressure (Zone 4): 58.0 psf Positive Design Pressure (Zone 5): 53.3 psf Negative Design Pressure (Zone 5): 70.1 psf NOTE: "Zone 5"pressures are applicable to openings that are within 4'-7" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7-05 based on the following criteria: * Building Category: II * Building Mean Roof Height: 34'-0" * Exposure Category: C * Basic Wind Speed: 146 mph Anchor spacings and installation of glazing / window and. mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If you s contac Sine- ely, ST UC ppen to have any questions or concerns regarding this or any other matter, please do not hesitate to L ENGINEERING CONSULTANTS, INC. ( E.B.#: 007781) 05/03/10 irlos M. Pere .E., Structural Engineer P.E.#: 548 "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 1 12.111 STREET, MiAMi, FIORKIA 3 3 1 7 b TEL (786)242-1720 - FAX: (78b) 242-4399 ••• • • • • • • 0 • ••• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • ▪ . • . • • •• •• • • ▪ . •• • • • •• •• • • • • .• •• •• • • • ;MI 14ARECO r, FLORIDA • ® • 1 rG 1RO DADE4 LAGLER BUILDING 146 WEST FLAGLER STREET, SUITE 16"03 PILAW, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 .mia midzde. gov/bu it dinaco d e PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may inwriediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami --Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HIfi-71099 Aluminum Horizontad Roller Window -- L.M.I. APPROVAL DOCUMENT: Drawing No.4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/200►7, prepared by POT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Mimi -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Miss&e Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "NllamiDade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06.0405.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07-0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 200'8 Page 1 • • • • • e • • • •• • • • PGTIndustries Ine. • NOTICE OF ACCEPTANCE. CE; RS A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. • • • Drawing No.4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02128/2006 with the latest revision "C" dated 0411512007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. R. TESTS 1. Test reports on: 1) Large Missile impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-533(1, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4 58, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per l -BC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOAII 06-0405.06) Manuel Per Product Control Ems NOA Na 07-0: ':,0 Expiration Date: December 21, 2011 Approval Date: January 03, 200S E -1 PGT Industries, Inc. • • • • • • • • • • • • • ••• • • • • ••. NOTICE OF ACCE1 "A e'CE; VIE .#�•51 .`l'E� • • • • • • • ••• ••• • • • e•• • C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with F13C-2004, prepared by PGT Engineering, dated 10126106, signed and sealed by Robert L. Clark, P.E. Complies with ASTIMI E1300-98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). MATERIAL UERTI ICATIONS 1. 2. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. Notice of Acceptance No. 03-0421.01 issued to Solutia Inc. for their "Saflex RP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FILL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largacspada, P.E. (Submitted under NOA# 06-0405.06) G. OTHER 1. Notice of Acceptance No. 06-0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control Exa NOA No 07-0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 •• • • • • • •• •• • • • • ••• • • •• •• • • • • • • • • • • • • • • • • GgN RAL 1\tOTI S; IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 00* • • • • ...TO • • • • • • • 1. &LAZIN13 OFT DNS::(SEi D1'><TALLS:ON SHEET 2) • • • ' • • ' • • 0.'0 • • • • • • 0 • A 5116" LAM! CONSISTING OF (2) LIT/S OF 1181 ANNEALED GLASS WITH A .090 DUPONT BUTACITE O SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER., • B.' >46" LAM; CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) L!TES OF 118" HEAT STRENGTHENED GLASS V 1TH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7116" LAM/ CONSISTING OF (2) L!TES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 7116" LAM/ CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3,1i6" HEAT STRENGTHENED GLASS WITH AN .09D DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. F. 7116" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS 'WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER_ G.13/16" LAM! IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/15" OR 3/8" AIR SPACE AND 5116" LAMI CONSISTING OF (2) LUTES OF 118" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. •• •• • r • • • • • • • • • • • ••• • • • 00.0 000 H.13115" LAM! IG, (1) LITE OF 118" OR 3116" ANNEALED (MIN.) GLASS, 5116° OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 198" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR 51:FLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1 13/16" LAMI 10: (1) LITE OF 1/8" OR 3116` ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5116" LAM! CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J_ 13/16" LAM/ 1G; (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) L1TES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BLITACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. K 13/16' LAM/ IG: (1) LITE OF 1/8" OR 3116' ANNEALED (MIN.) GLASS, 3/i6" OR 114" AR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .09D DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAVER. L. 13/16" LAM/ la (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAM! CONSISTING OF (2) LUTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS; OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLE ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS 'DOLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED, 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ±7. REFERENCES: TEST REPORTS FTL-4858, FTL-4$59 AND FTL-5330. ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSIIAF&PA NDS-2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL a 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REOUIRI::MENTS OF THE FLORIDA BUILDING CODE, C I ENT -EE TIp4ANC ,1Dii'iG THE HIGH VELOCITY HURRICANE ZONE (HVHZ). NOA DRAWING MAP SHEET GENERAL NOTES .............1 GLAZING DETAILS . . 2 DESIGN PRESSURES ,.3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS.....,.:: 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL.......; 5 ANCHORAGE... 8-11 PROD!JCT F..EVISED .n r.q ;yii with the Halide E:r!},7 11 Cove A=.r: •'tern Noin(.`G Buie By 14IIa Di vi fln Re ss"tly^ QytC. 4/15/07 DEW:: 10117/06 Lkle: 113/06 Pahl 228/06 G ADO F71-5330 TO NOTES 7 & CHG, NOTE 8 TO CURRENT EDIT. R"veHry. Rcv+a'yns: CHANGE TO ASTM E 1300-02 Revsd By: 1K. brawn *4 FK. RnrHbrrs: A Chlicktod J.J. ADD AIR SPACE C7?rM. NOTE 1, TECH. REF. NOTE 78 NOTE 8. 3123/05 1010 TE-: '''OLGGY DRIVE N0KCHtS, R. 34275 Pf.'DOX1529 NOKOM . FL 34274 ICE Lisi�1 Better GENERAL 1V0f8S :. -_ ALLIM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 NTS 1 w 11 ❑+awing Nv. 412740 c Robert L. Clark, F.E. PE /39712 Structural • • • • • • • • • ••• • • • • • • • • •• • • • • • • • ••• • • • • • • • • ••• • • ••• •• • • • • • • • • • • ••• • • • • • • •• • • •• • • • • • • • • • • • • • ••• • 5/16" LA 1/T NOM. GLASS ELITE 118" ANNEALED OR L-IEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS a/16" NOM. INATED GLASS 13116" LAMI1G GLASS W/ 5/16" LAMI 1/2" NOM. GLASS BITE 66,67,68,69, 7O, 7? 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 311$" ANNEALED (MIN.)GLASS 13/16" NOM. • • ••• •• • • • • • 112" NOM. GLASS SITE • • • •• •• •• • • • • • • • • • • • ••• ••• ••• • • • • • • • • • • EXTERIOR INTERIOR (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16' LAMINATED GLASS 1/2" NOM. GLASS BITE 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" DR 114" AIR SPACE 1/8" or 3/16" ANNEALED (MIN.) GLASS 13/18" NOM. 13/16" LAM1 IG GLASS W/ 7/16" LAMI Rcsad 6,c F.K. Daik 4/15/07 tiAn�Gi c ft Jo!,N. NO CHANGE THIS SNE"ET F.K. rrr 40/1'7106 Pam: 5/13x( NO CHANGE MIS SHEET WM: A AIM A/R SPACE D!M. TG LAM IG DETAILS Damn ay- mile: 2128/06 J.J. 3.0/06 1070 TECHNOLOGY DRIVE NOKOMIS, FI. 94276 P.O. SOX 1529 NOKOMIS. FL 34274 Visibly Better GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 1110. T REVISED an cot-arty/13cot-arty/13 with the Florida Brit& cg Code Aextrptew.trign E,irsr+nh oats 1/ Ely ?Mail Dade Product an Dv sr:rx�t�f: FIRM SeJahr Full 2 ft 1 1 rTM ,%s xa 412740 C /6/7 a L Clark, P.E. PE 1:39712 Structural •• •• • • • • • • • •• •• • •0• s • • • • • • • • • • • • • • ••. • • • • TABLE 1. X0)411/4;i/2,1641) FL.. N 4E M INTEGRAL FIN WINDOWS (FLANGED SHOWN" FIN WINDOWS W( SAM D3.O f&Rp s 1, ) WINDOW' GI BS' • WIDTH TYPE 26" 84" A,B,G,H +60.0 -60:0 96" 106 3/8" 108" 111" UP TO 111" A,B,G,H A,B,G,H• •. ••• • +60.0 -60.0 +6OE0 -60.0 A,B,G,H +60.0 A,B,G,H C, I +60.0 -60.0 -60.0 WINDOW HEIGHT 36" 38 318" 48" 50 5/8," +60.0 -60.0 +60.0 80.0 +60.0 -60.0 +60.0 - -60.0 +60.0 +60.0 +60.0 +60.0 -60.0 -60.0 -60.0 -60.0 +60.0 +60.0 +60.0 +513.0 -60,0 ,0 -80.0 +60.0 -60.0 +60.0 -60,0 +60.0 +60.0 -60.0 +60.0 -650.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 -80.0 54" +60.0 -60,0 +60.0 +6710 +60.0 +59:5 • • • • •.• •.• ••• • 60" 63LL •• +60.0 -60.0 1 +60.0 -60.0 -60,0 +58.8 -60.0 - +55.2 -60.0 -59.5 +54.6 +53.6 -58.8 +56.2 -55.2 +52.3 -54.6 +51.7 -53.6 I +50.9 -56,2 -52.3 -51.7 -50.9 +60.0 -60.0 •/P TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SATE DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE TO 88 7/16" D,E,F; J,K,L WINDOW HEIGHT ALL HEIGHTS UP TO +60.0 -60,0 TO 86 7116" +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WIDTH TYPE 26" 36" 38 3. 311 60" 66" 72" 74" UP TO 74" A,B,G,H PL,B,G.H A,B,G,H, A,B,G,H. I,J,K, L +75:0 +75.0 +75.0 +75.0 -75.0 -75.0 -75.0 -75,0 +75.0 +75,0 +75,0 -75,0 -75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 +75.0 WINDOW HEIGHT 48" +75.0 -75.0 +75.0 -75,0 -75.0 50 5 +75.0 +75.0 -75.0 +75.0 8" 60" -75.0 +75.0 -75.0 +75.0 -75.0 5.17. +i5.0 -750 -75.0 +75.0 -75.0 -75.0 +75.0 +74.2 +69.6 -75.0 +68.1 -74.2 -69.6 -68.1 63" +70.2 +65.2 +63.8 +75.0 -70.2 -65.2 -83.8 -75.0 GLASS TYPES: TEST REPORT FTL-4858 (XO)q, FTL-4859 (OX & XO) AND FTL-5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) I3. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI (3/16" A, .090, 3/16" A) E. 7116" LAMI - (3/18" A, .090 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) Haysd ET chum rievisloar -_ FK - 4/15,7)7_ _ .'VJD INTEGRAL FIN OPTION -4 LJPDATEASTM_E.I WO-02DP_s G. 1311E" LAMI1G-116' OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) H. 13/16" LAMI IG-1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,118"HS) I. 13/16" LAM! IG-1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE 5/16" LAMI - (118"HS, .090,118"HS) J. 13/16" LAMI IG-1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"A) K. 13/16" LAMI IG-1/8" OR 3/18"A, 3116" OR 1/4" SPACE, 71.16" LAMI - (3116"A, .090, 3/16"HS) L. 13116" LAMI IG-1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/l6"1 -4S, .090, 3/15"HS) FK. Res.dEir: FK. Drown r F.K. 10/17106 'bate: 5/1 76 Bake 2/28106 Fe•faL+.r. 6 A er J.J REVISE DP TABLES TO AS7M E 1300-02 ADD A11? SPACE DIMENSION GLASS TYPES G THRU L. • 3• 126 07D 'TECHNOLOGY DRIVE NelkaMIS, FL 3427fi P.O. stn% 1629 K40KOM€IS. FL 34274 DovcraptbrZ DESIGN PRESSURES - ti+ .', ISEn With the Milian illaTier.qt Ca le Acccpi iv 3410 ta7=0815.171 'y ae.ir tonDntc 2 BY A7.i- Dad? Product Div ion ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Svrka7lSa HR71a %"icibly Better Sceln INS Shat 3 11 nahp 4127-10 -.4 Parsri fi FFC. Imo: 5113+16 . . . • • • • . ••• • • • • • . • 9 •. r. •• • •.. • . . . 27 318" :. DIP -9. • • Jr. •54 5128" MAX. DLO FIXEI] •. . . • . . . . • • ••• • 46.4 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B XOX (114-112-114) 33 9/16" MAX. DLO FIXED 33 9116` MAX. DLO VENT 57 318" MAX, DLO ALL FIXED LITES 56" MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL COMM, 1 63" MAX. FLANGE FRAME ALL CONFIG. A C + 73" MAX. WIDTH I.F. FRAME 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO A 27 318• MAX, DLO —+- VENT • • 27318" MAX. DLO ♦ FIXED .. .. . . .. • • . . . ! • r • ♦ ••• ••• •• • 85 7/18" MAX, WIDTH I.E. ME---[ X86 7/16" MAX WIDTH FLANGE FRAME DETAIL C - XOX (113-113-1 x3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT READ AND SILL FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) t r TI:AVISE17 rrl[71 the Florida Fe : - ' No 1J-0 . , C� :sutian Date . elt1 Mom + : do roduci Canto Div1 an ADD INTEGRAL FIN FRAME MAX. DIMENSIONS AND CORNER CONSTRUCTION DETAIL. FROM SHT; 8. NO CHANGETHIS SHEET A NO CHANGE THIS SHEET axon B. F.K. 2• 8106 cx+dar Dsnc J J. 31231136 10701SCHNOLOGY DRIVE NOKOMIS. FL 34275 P.O.89X 7528 NOKOMIS, FL 34274 Visibly Setter ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT se,ies+ wc ►-1R7to NTS 4 d 11 D010113 I*. 4127-10 bert L. Clark, R.E. PE #39712 Structural •• • • • • •• • ••• • • • • • • • • • • ••• •• • • • • • MAX. HEIGHT RANGE FRAME • • • • • •• •• • • • • • • • * • • • • • • • ••• ••• • • • • INTERIOR SECTION C -C A EXTERIOR EXTERIOR INTERIOR • • •. •• • • • ••• • ■ • • • • • • 1 MAX. FIXED DLO --- -4 MAX. WIDTH (FLANGE FRAME)) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) A MAX. FIXED DLO -- MAX. WIDTH (1.F. FRAME) EXTERIOR SECTION A -A 'EN Ar MAX,. VENT DLO (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL Fl i' FRAME) INTERIOR: SILL (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME TRand Sy: bre*. Ftrimixicere F.K. 4115/07 C ADD INTEGRAL FIN FRAME, ITEMS 41, 42 AND 43 ARID VIEWS. Date: F !C 10/17/06 E NQ CHANGE THIS SHEET FJ(,, —Drawn 5/13178 A NO CHANGE ThP!S SHEET fay ire civet** 9y lists: F.K, 2/28/06 J.J. 3123176 170 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 9OX 1529 NOKOMIS, FL 34274 Yisfb1 &(r?r EXTERIOR INTERIOR HEAD (VERTICAL SECTION, I.F. FRAME)A SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sar6leMerlat: 5raiv: 61**f I.W***1.'o HR71O Half 5 a 11 4127-10 Rev: C MAX. VENT DLO PRODUCT ^.3TVISED WO theFlorids Ni Rati;2tt17ate �' ( o(J' By tf: ado Pro, ect Co 7 7 Robert L. Clark, P PE ?339712 Shuchlra3 • • • •• *• • • • ••• • • • • • • • • 1TM DWG# 2 ' 4025: 3 4 4053 6 4136 7 4137 REV .A. ;FL.A19GFRA,MMIEAD tin cR PT1ON L • • • • • • • • • ••• • • • • • 1 • • 6063-T6 AL IfAS11 STUP(ST;Di(ANTI LIFT CLIP) ` 6063-T5 AL 8 Y1/4 Pr1'Ai HEAD SASH STOP COVER (SASH STOP 6063-T5 AL RANGE FRAME SILL SILL ADAPTOR PGT# 61.2237 612244 7834AA 8 413 1 71298 12 1626 13 4002 14 4134 15 1155 16 4110 7 4054 19 4066 21 4105 22 1683 23 225-1 24 226 29 4128 32 4006 33 1235 35 1096 6063-T6 AL 6063-T6 AL ROLLER TRACK 6063-T6 AL WEEP HOLE COVER_. —"ADHESIVE OPEN CELL FOAM PADS POLYPROP, • A FIANCE FRAME JAMB 6063-T6 A L GASKET FOR MAIN FRA ME SILL JOINT 08 X 1.000 QUAD PN. SMS G SCRED1 ADAPTOR 6063-T5 A B FIXED MEETING RAIL 60631 -ID -T6 AL W STP.,:187 X .230, FIN SEAL SASH TOP & BOTTOM RAIL 6063-T5 AL W TP.,:250 X .270 BACK, FIN SEAL ROLLER HOUSING& GUIDE BRASS ROLLER WHEELS BRASS HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP, D SASH MEE!'1NGRAIL 6063HS-T5 AL WSTP.,,170 X .270 BACK, FIN SEAL S'W`EEP LATCH 64136 64137 64131 71298 7PAD1626 612225 74134 /1( 731PQA 64110(3 64054A 64066G ,6.12240 61683G 42112130 7SRWHL2 44128N 006 DIE-CAST 67S16G 71096 36 1016 37 38 39 40 4126 1683 7070 ##8 X ,625 PH. FL. SMS SASH SIDE MIL WSTP.,.250 X .270 BACK, FIN SEAL BU L13 WFs"ATHI:RSTRIP .187 X .27 LIFT RAIL COVER CAP 6063 -TS AL 41 42 4139 4140 I.F, FRAME HEA 1) 6063-T6 AL . FRAME SILL 43 51 52 4141 1.F. FRAMEJAM 11 6063-T6 AL 6063-T6 AL CIAZING SILICONE, DOW 899, 995 OR EQU1VA 1224 WIsTYL GLAZING 13EADD BULB (T13.1 1225 � 4039 ' 44144 55 56 59 VINYL GLAZING BEAD BULB (THIN) B L LAZFNC BEAD- 5/ B Ci.AZINCiBEAD -5/16" W/GR1ILKIT 611 2 A C1L4Z1NG BEAD - 7/16" 985 C CLAZ1NGBIAD - 7/16" W/GRILL KIT 4067 , GLAZING BRAD -13/16" i (ASS. 5116" LAMI (118" A, .09.0 PVI3, 1/8" A) 61 62 63 64 5_ 11 /16" LA MI (1/8" A, .090 PVB, 1/8'111S) 5/16" LA1141 (1/8" HS„090PVB, 1/8" HS) 7/16" LAMI (3116" A, .090 PV13, 3116" A) 7/16" LAM' (3116" A, .090 PVB, 3/16" HS) 7116". LAMI (3116" HS,..090PVB, 3116" HS) ) 6063-T5 AL 6063-T5 AL 6063-T5 AL 6063-T5 AL 6063-T5 AL ' Raysd 9y_ P . € en 4/15107 ,tmti•p,r, - C ADD ITEMS 4#, 42 & 43 BY: F.K. a ,t•:. 10117/05 'Dare: Re,1sk ne. 0 NO CHANGE THIS SHEER` f?'••Tel Sic F.K. W1731a5 Ro+lndtsaa: .4 -- - ADD SPACE DIMENSIONS ITEMS 85 THRU 77. rnpAil2y: F.K. Mk: 2/28/05 Cockaa GS= J.J. Gate' - 31.73/08 7858 64126 61683G 67070K 74078"C" L OR R 64139 A 64140 64141 6TP247W',K 6TP2481C 64039: 644703 64222 6985 64067 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.G. BOX 7529 NOKOMIS, FL 34274 Visibly Better 13/16" LAMI IG-3/16"A, 5/16" AIR SPACE, 5/16" LAMI (118"A, .090 PVB, 118"HS) 13/16" LAM1IG.3/16"A, 5/16" AIR SPACE, 5/16" LAMI (118"1-1S, .090PVB,1/8"HS) 13/16" LAMI IG-1/8"A,114' AIR SPACE, 7/16" LAMI (3116'1A, .090 PVB, 3/16"A)... 13/16" LAMI IG-1/8"A.,1/4" AIR PACK 7/16"LAM1(3/16"A, .090 PVB, 3/16"HS) 13/16n LA MI IG-1 /8"A,1/4" AIR SPACE, 7/16" LAM1 (3/ 16'' HS, .090 PVB, 3/16"11S) 13/16" LAMI IG-3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 FMB, 3/16"A) 16"A, 3/16" AIR SPACE, 7/16" LA MI (3/16"A,090 PVB, 3/16"1-1S) an,fs+re r. HR710 DWGif 'REv D1 SCPIPTION I_ MATL I Pte# 66 CLASS, 13/16" LAMI 1G-1/8UA, A,I1 ii�A - , 5j1e5AMI$(118""A, ;090 P\$,1/8"A) 67 " 13/16" LAMI 1G -1/8"A, 31C' A1RIPA ,.5/16 iAkil (1/8"A, ..090MB, 1/8"H5) 68 _ 1.3/16" LAMI IG-1/8"A, 378"" AIR SPACE, 5/16" I AM1(1/Z"HS, .O90PVB, 1!8"HS) 69. " 13116" LAM1 IG-3/16"A, 5/16" AIRSPACE, 5/16"LAMI (1/8"A„090 1/8"A) 70 71 73 74 75 "1 11 eg " 11 76 13/16" LAMI IG-: 77 ' 13/16" LAMI IG-3116"A, 3/16" AIRSPACE, 7/16" LAMI(3/16HS, .090PVB, 3/16" HS) 941 1014 SCREEN FRAME (H0R. & VER.) 3105-1414 AL 91 . 1630 SCRFTN CORNER KEY WfR1NGS POLYPROP. 92 1631 SCREEN CORNER KEYW/OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST, 94 . 1624 SCREEN SPLINE -.135 DIA. FOAM 95 1635 SCREEN SPLINE ...135 DIA. HARD 96 SCREEN EM PVC EM PVC CLOT I .F. FRAME JAMB A #4141, 6063-T6 Ar+c.b�'crl.' PARTS LIST I.F. FRAIOE HEAD %fit #4139,6003-T6 .F. FRAME SILL A #4140, 6063-T6 ALUM. HORIZONTAL ROLLER WINDOW; IMPACT 1 gryp• saver: NTS 8 ar 11 4127-70 Ram: PRODUCT RuvrED ns omFkYing with the Florida Building Code Ac=plitete No 0 Expiratiort Dow By Ndsam' ..• a Psads:ct Dfl L. Clark, P.E. PE #39712 Structural • • • • • ••• • • • • ••• • • • • • • • • • • • • ••■ • • • • • • • • • ••• • ••• • • •• • • • • • r • • • •• •• • • •• • • • • •• • ► 6.2 • ••• ••• • 2.71 0- FLANGE FRAME HEAD #4102A, 6063-T6 —�-ijjf�.4162 .d80 �-1x451-y-{ SASH STOP #4025, 6063-T5 2 3 Z1 SASH TOP & BOTTOM RAIL #4133, 6063-T5 .050 1.096 H • { GLAZING BEAD, 5116" .678 #40446, 60{33-T5 (USED W/ GRILL KIT) .062 1 3. CD FLANGE FRAME SILL #4136, 6063-T6 .437 .48 HORIZ. ROLLER TRACK #4131, 6063-T6 ;061 1.051 SASH MTG. RAIL #40060, 6063Hs.T6 .050 .678 1.096 —I---•-1 GLAZING BEAD 7/16" #4222A, 6063-T5 52 ••• • • • • •• •• ••► •• ■ • • • • • • • • • • • • • • • • • • ••• ••• ••• • FRAME SILL ADAPTER #4137, 606.3-T6 FIXED MEETING RAIL #4054B, 60631 -ID -TB SASH SIDE FAIL #4126, 6063-T5 .050 1.115 .678 GLAZING BEAD, 7/161` #985C, 5063-T5 (USED WI GRILL KIT) ► ■• •• •-1.53 • 040 .738 0SASH STOP COVER '+ ,' #4053, 6063-T5 e FLANGE FRAME JAMB #4002A, 6063-T6 .678 1.0964•—� I GLAZING BEAD, 5/16" #403913, 6063-T5 1 .683 x.050 59 GLAZING BEAD, 13/16" #4067, 6063-T5 Perm!er, rlpMr RavIlsan. t'lesabNac F K. 4115/07 C NO CHANGE THIS SHEET 11{711TECHNOLOGY DRIVE EXTRUSIONS Rem' 13y: Dole: fi,M evu 111/?7fO6 El NO CHANGE THIS SHEET t O+ CMrs, FL 34275 P.0 BOX 1529 a = '* is. , u. y. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT flF.K. evaa®y. F.K. 5/{3/118 OsN� Rariaois: }4 NO CHANGE TH!S SHEET NK 0 M t 0 5,. FL 34274 Prawn 9y £.a+I: cnarhedBy. - - . —' Dam Visible Better scoe.fider s wk Sneer nm„a,g, c. E.K. 2/28/06 J.J. 3/23106 HR71t7 Half 7 a 11 1q 4127-10 C PRODUCT REVISED ac comp?yit ; with the Pforida 13>:•iztt eg Cato Acctiettam No 6 Expiration Mtn Dy A4i:rttf' • ad c Product Div' Joe -Q .09 EIP r/4/0 Rot+ert L. Clark, P.E. PE ;,39712 Structural 1 •• • •• • • • • ••• • • • • ANCHOR QUANTITIES, XOX (114-112-114) WINDOWS ••• • i ••• •• • ANCH0R•T' iPE y & SUBSTRATE WINDOW SIZE W. v 53.125x 38.375 48.000 50625 54.000 80.000 83.000 60.000 x 38.375 45.000 50.625 54.000 60.000 63.000 74.000x 38.375 48.000 50.025 54.000 60.00 83000 84000x 36.378 48.000 50.625 64.000 50.000 63.000 105.3755x 38,375 48.000 50.625 54.000 60.000 03.000 1 11.000 x 38.375 48.000 50.625 54.000 80.000 63,000 • • •: G144163 D rPES A,B,C,G,1-1,1 W000 i �2,GC?N0 • 1, CONc {••ZONES ••• • 'ZONES ZON S HEAD & SIL.I- 1+02+1+02+1 HEAD & SILL 2 1+02+1+02+1 2 1+02+1+02+1 1+02+1+02+1 1402+1+02+1 1+C2+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1' r3 1+C2+1+02+1 1+02-31+C2+1 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 2 1+02+1402+1 3 3 GLASS TYPES C,E,F;J,1C;L • TABLE 4 HEAD & SILL 1+C2+1+C2+1 1+02+1+02+1 1+02+1+02+1 m 2 2,3, WOOD ZONES HEAD & SILL g 1+02+1+02+1 2 Z CONC 1, CON( ZONES ZONES 0) HEAD & SILL HEAD & SRI 2 1+02+1+02+1 2 1+02+1402+1 2 3 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 3 +02+1+02+1 3 1+0241+C2+1 3 3 1+02+1+02+1 3 1402+1+02+1 3 1+02.1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 3 1+02+1+02+1 1+0241+02+1 3 1+02+1402+1. 3 1+02+1+C2+1 1+(2+1+C2+1 3 2 1+02+1+02+1 3 1+02+1+02+1 2 1+02+1+02+1 3 1+C3+1+03+1 3 1+02+1+0241 2 1+0242+02+1 2 3 1+02+1+02+1 3 1+02+1+0241 3 1+02+2+02+1 3 1+02+1+C2+1 3 1+C2+1402+1 3 1+02+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 14-02+2+02+1 3 1+02+1+02+1 3 1+C22+1+02+1 1+02+1+02+1 3 1402+1+02+1 3 1.102+1+02+1 3 1+02+2+02+1 3 1+02+1+02+1 1+02+1+02+1 1+02+2+02+1 1+02+2+02+1 3 1+02+1+02+1 3 1+02+1402+1 2 1+02+1+02+1 3 1+02+1+02+1 .3 2 3 1302+1+02+1 1+02+1+C2+1 1+02+2+02+1 1+02+2+-02+1 3 3 2 1+02+1+0241 3 1+02+1+02+1 3 1+c2+2+c2+1 2 1+02+1+0241 1+02+1+02+1 3 1+03+2+C3+1 3 3 1+03+2+03+1 3 1+02+2+02+1 2.1+02+2+02+1 2 3 1+02+2+02+1 3 1+02+2+02+1 3 1+024-2402+1 3 1+02+2+02+1 3 1+02+1402+1 3 1+02+2+C2+1 3 1+0r+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 8 141+2+02+1 3 1+02+1+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+03+2+03+1 3 1+02+2+02+1 1+02+2+C2+1 1+0242+02+1 3 3 2 1+024-2+02+1 3 1+C2+1+02+,1' 1+02+1+02+1 1+02+2+C2+1 1+02+2+02+1 3 3 2 3 1+02+2+C2+1 1+03+2+03+1 1+024-2+02+1 1+02+2+02+1 3 3 2 3 1+02+2+02+1 3 1+03+2+03+1 3 1+02+2+02+1 2 1+02+2+02+1 3 1+02.2+02+1# 3 1+03+-2+03+1 3 J 1+02+2+02+1 3 1+03+2+03+1 3 1+C2+2+02+1 2 1+02+3+02+1; 2 1+02+2+02+1 3 1+03+3+03+1 3 1+02+2+02+11 1+02+2+02+1 3 1+02+2+02+1 3 3 1+02+2+02+1 3 1+02+2402+1 1+02+2+02+1 1+02+2+02+1 3 1+0242+02+1 3 140.343403+1 3 3 1+02+2+02+1 3 1+02+2+02+1 3 1+04+3+04+1 3 1402+2+02+1 1+02+2+02+11 14-02+2+02+1 3t 3 2 1+02+2+02+1 3 1+03+2+03+1 3 1+03+2+03+1 1+0212+02+1 3 1+04+3+04+1 3 1+02+2+02+1 1+0.2+2+02+1 3 2 1+1 2+03+1 1+02+3+02+1 2 1+02+3+02+1 1+02+3+02+1 3 1+02+2+02+1 3 1+03+3+03+1 3 1+c3+2+03+1 3 1+02+2+02+1 3 1+0443404+1 3 1+02+3+02+1 r2 1+02+4+02+1 2 1+03+3+03+1 3 1+02+3+02+1 3 1+C3+4+03+1 3 1+02+3+02+1 2 3 1+02+2+02+1 1+03+3+03+1 3 1+03+3+031-1 1+02+2+02+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1+03+3+03+1 3.1+1;3+4+03+1 3 1+03+34-03+1 3 1+ 03+3+ 1-1p 3 1+04+4+04+1 3-1 1+03+3+03+1 3 1+02+2+02+1 3 1+C4+34-04+1 3 1+04+3+04+-1 4 1+03+3+03+1 3 1+04+4+04+1 3 1+03+3+03+1 1+02+3+02+1 2 1+02+2+02+1 1+C2+2+02+1 3 2 1+04+3+04+1 1+0243+02+1 2 1+04+3404+1 .4 1+02+3+02+1 3 1+04+3+04+1 3 1+02+3+0241.2 1+02+4+02+1 2 1+05+4405+1 3 1+C2+3+02+1 3 1+02+2+0241 3 1+C3+3403+1 3 1+C3+3+03+1 3 1+02+3+02+1 3 1+03+4+C3+1 3 1+02+3+02+1 3 1+02+2+C2+1 3 1+0343+03+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1+03+4403+1 3 1+03+3+03+1 3 1+C2+2+02+1 3 1+03+3+03+1. 3 1+03+3+03+1 3 1+034-3+03+1 3 1+04+4+0.4+1 3 1+03+3+G3+1 3 1+02+2+02+1 3 1+04+3+04+1 3 1+04+3+04+1 4 1+03+3+03+1 3 1+04+4+04+1 3 1+03+3+03+ 1+C2+2+C2+ +C4+ + 3+c4 1 , I _1 . ... ...• .1 %Tart fly. F,K. Qn/w 4/151DT R 4 Iarse: 0 'Nesr,rr _ - UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. AUd. R2rnt ay- F.K. Ii•Or. 10/1706 :- 6 ,REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Re"sdey. F.K. Dare: .5/1$$8 /Fssdsiarw: A ADD SPACE D!MENS1dNS GLASS TYPES G THRU L. Ares, sr F.K. Data: 2128/06 Ycnxbse By. Id. elate: ] 3123(08 li 4 1+ C+1+ 3+C4+ 1 3 Li -05+4+05+1 4 107Q TECHNOLOGY DRIVE NNOKOMIS,.FL 34275 P.0_ BOX 1529 NQKO IS. FL 34274 Visibly Decrcr • •• •• • • • • • • • • • • • • • • • • NOTES: t ANCHOR TYPES: • • • ••• • • • • • ••. •• •• • • ■• • • • • • • • • • 4 • • 4 1-114" ELM TAPCONS •2..g,1 /4" E NoxitCF E-1LfX 3 412 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (118" A,.090,1/8' A) B. 5/18" LAMI - (118" A,.09C1,, 1/8" HS) C. 5/16* LAME - (118" HS,.090, 1/8" HS) D. 7116" LAMI - (3/16" A,.090, 3116" A) E. 7116" LAMI - (3116" A,.090, 3/16" HS) F. 7/18" LAMI - (3116" HS,.090, 3/16" HS) G. 13/16" LAMI ICG -1 /8" OR 3116" A, 5/16' OR 3/8" SPACE, 5/16" LAM/ H. 13/16" LAMI 1G -1/8" OR 3/16"A, 5/16' OR 3/8" SPACE, 5/18' LAMI L 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI J-13/16' LAMI IG - 1/8' OR 3/16' A, 3/16" OR 1/4" SPACE, 7/16' LAMI K. 13/16" LAM 1G -118" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAM L 13/16" LAMI IG -1 /8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (1/8" A,.090,118' A) -(1/8'A.090,A„090, 1/8" HS) - (118" HS,.090, 1/8" 1.1S) - (3/16" A,.000, 3/16" A) - (3/16" A,:O90, 3/16" HS) - (3/16" HS,.090, 31'16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEALS & SILL: JAMBS: TABLE KEY: X 101/2". MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX; FROM CORNERS. 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C: x ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY, A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN: 0.C. ANCHOR SPACING) 25 314" max. f---31 MIN. $" REF, 1 1 ill 1 1-I- --1` 1 1 -----1-- L- - __- - MTG. RAIL, TYP. EXAMPLE CLUSTER WI QTY, OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 25 3/4" MAX -H1---1 112" TM. 1-w-3" MIN. 9" REF. r ---1X L MTG. RAIL, TYP.- EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS 1 X ANCHORAGE --SPACING; XOX (1/4-1/2-1/4) smY: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 8e"asrsrou c HRT1O say: NTS snmt 8 or 11 c". •^ 4127-10 Rollers L. Clark,P.E. PE #"39712 Structural i'r 0111.10' 1'/3]017 c•^..,., `:,6 rrjths to Florida Ii , C'uC Av... 4:ce O t .0 Eingr Lion Date o11 Ll, Dade Pro[Wel 0o QFl 1 ••• • • • • • • • • • • • • • • • • • • • • • •*• • • • • • ANCHO * ANTES, • • ••• w• ANCHOR TYI & SUBSTRATE WINDOW SIZE W V EI .000 x 38.375 48.000 50.625 54.0'00 080.000 53.00D T 5yXOX .13-113)W • • • • • pLAfS ir(PtS A,B,G,H A7A WOOD • 2,'•CQNC 1, CONO -•• ZONES HEAD & SILL NDOWS TABLE 5 ZONES ZONES HEAD a SILL 1+02+1+02+1 2 1+U2+1+132+1 HEAD & SILL GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, 00NC CONES ZONES HEAD & SILL HEAD& SILL 2 1+02+1+02+1 2.1+02+1+02+1 2 1+02+1+02+1 2 1, CONC ZONES HEAD & 51LL 4 1+02+1+02+1 2 1.14;2+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+132+1+02+1 3 1+02+1+02+1 3 1+02+1+13241 3 1+02+1+C2+1 3 1+02+1+02+1 3 1402+1+C2+1' 1+02+ 02+1 3 1+02+1+02+1 3 3 1+02+1+02+1 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+132+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+132+1+02+1 3 1+02+1+02+1 3 +02+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+ 3 1+02+1+02+1 3 1+024,1+02+1 3 1+03+1+03+1 3 53.125 x 38.375 46.000 50.825 54.000 60.000 63.000 60 000x 38.375 46.000 50.625 54.000 60.000 &3.000 66.000x 38.375 48.000 50.625 54.00(3 80.000 63.000 74.000 x 38.375 48.000 50.625 54.000 50.000 63.000 84.000x 38.375 48.000 50.625 54000 1+02+1+0241 2 1+02+1+02+1 2 1+02+1+132+1 2 1+0241+02+1 2 4+02+1+02+1 2 1+02+1+02+1 2 1+02+1+ +1 3 1+02+1+02+1 3 1+02+1+C2+1 3. 1+02+1+02+1 3 1+02+1+02+1'3 1+02+1+02+1 3 1+02+1+02+1 3 1+0241+02+1 1+02+1+02+1 3 1+02+1+02+1 3 3 1+132+1+02+ 3 1+02+1+02+1 3 1+C2+1+02+1 3 1+02+1+0 1 3 1x02+1+C2+1 1+02+1+02+1 3 1+02+1+02+1 02+1+G2+1 3 1+132+1+02+1 3 1+02+1+ 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+ 1+02+1+G2+1 3 1+02+1+02+1 3 1+02+1+02+1,3 1+02+1+02+1 3 1+02+1+02+1 1+02+1+02+1-2'1+02+1+02+1'2 1+02+1+02+1 2 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+024.1 3 1+02+1+02+1 3 1+02+1+132+1 3 1+ 1+02+1 3 1+02+1+02+1 3 1+02+1+C2+1 3 14.02+1+02+1 3 1+02+1+02+1 2 1+02+1+02+1 1+02+1+02+1 3 1+02+1+02+1 3 1+133+1+133+1 3 2 1+02+1+02+1 2 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+14-02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+02+1+-02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 .• 1+02+1+02+1 2 1+132+1+132+12 1402+1+0241 2 3 1+02+1+02+1 3 1+132+t+132+1 3'1+024-14-02+1 1+02+1+02+1 3 1+132+1+132+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+024-1+02+1 3 1+02+1+02+1 1+C2+1+ -C2+1 1+02+1+02+1 +03+1+03+1 3 2 1+02+1+02+1 2 1+02+1+024-1 2 3 1+02+1+C2+1 3 1+02+1+0241 3 3 1+02+1+02+1 3 1+03+1+G3+ 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1 +02+1 3 1+03+1+03+1 3 1+02+1+02+1 2 1+02+1+02+1 2A1+02+1+02+1 2 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 1+03+1+03+1 1+03+14-03+1 1+02+1+02+1 3 1+02+1+02+1 3 1+0241+02+1 3 1+03+1+03+1 3 3 1+03+1+03+1 3 3 1+03+1+03+1 3 2 1+02+1+02+1 2 1+02+1+02+1 2- 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1. 3 1+02+1+02+1 3 1+03+1+03+1 3 1+02+1+02+1 1+02+ +02+ 3 1+03+1+03+1 3 1+03+1+03+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+02+1+132+1 2 1+02+1+02+1 1+02+1+02+1 3 1+02+1+02+1 2 1+02+1+02+1 2 3 1+132+1+02+1 3. 1+03+1+03+1 1+02+1+02+1 1+02+1+0 +1 3 1+02+1+02+1 3 1+03+1+03+1 3 3 1+02+1+02+1 3'1+02+1+02+i 2 1+02+1+02+1 2 3 1+03+1+03+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02 1 3 1+03+1+03+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+03+1+03+1 3 1+02x1+02+1 4 1+03+1+C3+1 3 1+03+1+03+1 3 60;000- 1+02+1+-02+1 3 1+02+1+02+1 3 1+133+1+i 1 1+-03+fiC3+1 3 1+133+1+03+1 3 63.000 1+03+1+03+1 3 1+02+1+02+1 3 1+03+1+03+1 3 86.437 x 38.375 48.000 50.625 554.000 80.000 83.000 fcv"syr a•ra: F.K. 4/15107 Fir. 01>,. 10/17/06 1+03+1403+1 4 1+03+1+03+1 3 1+04+1+04+1, 4 1+02+1+02+1 2 1+02+1+02+1 1+02+1+02+1 3 1+02+1+02+1 2 1+02+1+02+1 2 3 1+132+1+C2+1 3 1+02+1+02+1 1+02+1+02+1 3 1+02+1+C2+1 2 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 2 3 +C2+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+02+1+C2+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+03+1403+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+02+1402+1 3 1+02+1+02+1 3 1+03+1+C3+1 3 1+03+1+03+1 4 1+03+1+03+1 3 1+04+1+04+1 4 Pam 5/13/06 2/28!716 1+03+1+03+1 3 1+02+1+02+1 3 1+03+1+03+1, 3.1+03+1+03+1 4 0 R•rila"S: 6 Ravawna: A. UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ, REVISE ANCHORAGE FORMAT, BEAD & SILL CLUSTERS ADD SPACE DIMENSIONS GLASS TYPES G THRIJ L L leamf By. mf, J.J. 3,23/08 1010 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. SOX 1529 Nolal511S. FL 34274 4 NOTES: ••• • • • • • • • • • ••• s• • • • 0 • • • • • •• s • 1 -114" ELCO TAPCONS 2 -1(4" ELCO 554 CRETE -FLEX 3 - #12 STEEL SCREWS (05) 2. GLASS TYPES: A. 5/16' LAMI - (118' A,,090, 1/8' A) B. 5/16' LAMI - (1/8' A,.090, 118' HS) C. 5/16" LAMI - (1/6 HS„090,1/8" HS) D. 7116" LAMI - (3116" A,.090, 3/16" A) E. 7116 LAMI - (31166 A,.090, 3/16" HS) F. 7116" LAMI - (3116" HS,.090, 3/16" HS) G. 13/16" LAMI IG -1/8' OR 3/16` A, 5116" OR 3/8" SPACE 5/16" LAMI H. 13/16" LAMI 107 - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5(16" LAMI I. 13/16" LAMI 1G -118" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI J. 13110" LAMI 1G -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7116" LAM! K. 13/16' LAMI IG - 1/8" OR W16" A, 3(15' OR 1/4" SPACE, 7116" LAMI L, 13/16" LAMI 1G -1/8" OR 3/16" A, 3/16" OR 114" SPACE, 7/16" LAMI - (118" A,.090, 1(8" A) - (118" A,.090, 1/8" HS) (1/8' HS,.090,1/8' HS) - (3116' A,.090, 3/16" A) (3/16" A,.090, 3/16" HS) - (3/16" HS,.090, 3/16" 1-15) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO 11EXT LARGER WINDOW IN TABLE, HEAD & SILL: JAMBS: TABLE KEY: X 0 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX FROM CORNERS 9" MAX FROM CORNERS AND 22 1/2" MAX. 0.0. X 1+03+1+03+1I 3 i -ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING FAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION, (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. 0.C. ANCHOR SPACING) 1 -• 25 3/4" MAX 9" REF. -'- 3° MIN. MTG, RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) * -25314` MAX. ---041-.-231221" TYP. m"1174 . 1 L81s- r 9" REF. X 0 MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS &map ham ANCHORAGE SPACING, XOX (113-1/3-1/3) Tit*: ,4LUM. HORIZONTAL ROLLER WINDOW, IMPACT Serim alarm HR710 NTS 9 a 11 Om** 4127-10 niySE13 b;c..iinni!...k.13 with the Mori& 11114;,xCoda Acckrotaw.:�w14o E.h[, rraiion MIL" By Ati DaJ: tid Court Div iG EMS .01 Zoti Robed L Clark, P.E. PE #39712 Structural 3 1+02+1+02+1 • • • • • • • • • •'• • • N - •e - ANCHOR QUANTITIES, X0 & OX WINDOWS •i• 4: • •. • GLAPt TOl, S A,S,G,H ANCHORT E SUBSTRATE ♦ • ■ • • A f • • 4 V •d- • • • • • TABLE 6 LASS TYPES C,D,E,F,I,J,K, L 3, ,3, \MOOD 2„CCINC • `ZONES zd fES 1, CONC 2,3, WOOD ZONES ZONES 2, CON[ ZONES 1, CONC ZONES INDQW SIZ W V H 06 0) f]7 4 _j X07 igy 2 4 - iii 113 106 2 ) m z Ll 0) e {77co 7.000 x 38.375 48.000 50.625 54.000 60M00 63.000 1+62+1 2 1+62+1 2 1+02+1 2 1+62+ 2 1+C2+1 2 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+62+1 3 1-C2+ 3 1+62+1 4 1+C2+1 3 1+C2+ 3 1+02+1 3 1+02+1 i 3 1+62+1 3 2+1 3 1 +G2+1 3 1+C2+1 3 1+62+ 3 1+02+1I 3 1+02+1 3 02+1 3 1+G2+1 3 1+G3+ 3 1+62+1 1+62+1 3 14-03+1 1+02+1 3 1+C2+-1 3 1+G3+ 3 1 +C2+1 3 1+02+1 3 1+03+1 48.700 x 38.375 48.000 50.625 54:000 60.000 63.000 1+C2+1f 2 14-02 2 62+1 2 1+C2 2 1 +02+ 2 1+C2+1 2 1+62+1 3 1+02+1 3 1+02+1 3 1+02+1 3 1+62+1 3 1+C2+11 3 3 1+63+1 1+62+1 3 1+C2+1 3 1+63+1 3 1+02+1 3 1+C2+1 3 1+02+1 3 1+02+1 3 1+63+1 3 1+C2+1 3 1+02+1 3 63+1 3 1+63+1 3 1+02+1 3 +C3+1 3 +C3+1 3 1+02+1 3 C3+1 3 1+63+1 3 1+02+1 3 1+63+ 3 1+C3+ 3 1+02+ 3 1+03+1 3 53,125 x 38.375 48.000 50.625 54.000 60.000 63.000 1+62+1 2 . 1+ 02+1 2 1+62+1 2 +02+1 2 +62+ 2 1+02+1 2 +02+1 3 1+02+1 1+63+1 3 1+02+1 3 1+02+1 3 +03+1 3 14-02+1 3 1+C2+1 3 C3+1 3 +02+ 3 1+62+1 3 1+03+1 3 1+63+1I 3 1+62+ 3 1+63+1 3 1+63+1 3 1+C2+ 3 1+C3+1 3 1+C3+1 4 14-C2+1 3 1+C3+1 3 1+03+1 4 1+C2+1 3 +03+1 3 1+03+1 4 1+63+1 3 +C4+1 3 1+63+1 4 1+03+1 3 14-C4+1 3 60.000 x 38.375 48.000 50.825 54.000 60.000 63.000 1+02+1 3 1+02+1 2 2+62+2 2 1+02+1 3 1+02+1 2 2+62+2 2 1+02+ 3 1+62+1 3 2+63+2 3 1+02+1 3 1+02+1 3 2+03+2 3 1+63+1 I 3 02+1 3 2+03+2 3 1+03+1 +C2+1 1+03+1 4 1+62+1 3 2+C3+2 3 1+C3+1 4 1+63+1 4 14-03+1 3 2+C4+2 4 1+03+1 1+63+1 4 1+C3+ 3 2+04+2 4 1+03+1 66.000 x 38.375 48.000 50.1~125 54.000 60.000 63.000 2+02+2 3 +02+1 2 2+C2+2 3 2+62+2 24-024-2 4 +C2+1 3 2+C3+2 3 2+C2+2 2+63+2 4 +02+1 3 2+03+2 3 2+03+2 2+C3+2 4 62+1 2+03+2 4 2+03+2 2+63+2 4 1+C3+1 3 2+04+2 4 2+C3+2 1+03+1 4 63+1 3 2+04+2 4 2+63+2 4 1+62+1 3 2+63+2 3 3 1+624-1 2 2+02+2 3 4 1+62+1 4 4 +C3+1 3 2+04+2 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+62+2 3 2+62+2 2 2+C2+2 3 2+02+2 3 2+02-2 2 2+62+2 3 2+C3+2 4 2+62+2 3 2+C3+2 4 2+63+2 4 2+62+2 3 2+C3+2 4 2+G3+2 4 2+C2+2 3 2+C3+2 4 2+63+2 4 2+C2+2 3 2+03+2 4 2+03+2 2+63+2 4 +63+2 3 4 1+63+1 3 2+04+21 4 2+64+2 4 2+03+2 2+C3+2 4 5 2+03+2 2+03+2 2+63+2 4 1+63+1 3 2+04+2 4 2+C4+2 5 •the 6y Data: fi.K. 4.115/07 a�acHy Aalg: F.K. 10117106 lY9Cl Hy. fl le F.K 5/73106 Re C CHG. TALE ff TO 6, SELECT VALUES DUE TO ANCHOR CAP. AD.T v r:tn Hy: Data; F.K. 2128/176 iCeinslmq 8 Parls7anz A Cradled 5 REVISE ANCHORAGE FORMAT HEAD 4 SILL CLUSTERS ADD SPACE D1MENSIQNS Tt7 GLASS TYPES G TNRI L. Dote; 3123/06 2+03+2 3 2+C4+21 4 3 2+044-21 4 4 i2+C4+21 5 70 T1CHNOLCGY DRIVE NCKOMIS, F.34275 R.C. SOX 1529 NCKOMIS, FL $4274 Visi6 v Barter NOTES: ••Y • A • • 1. ANCHOR TYPES. • • • . ••• • • 1 1)4" ELCO TAPCONS 2 - ?!4" EL.40 SS4CRETE-FLEA #12 STEE e cso ■•• e•• e 2. GLASS TYPES: A. 5116" LAM1 - (118" A,.09O, 116" A) B. 5116" LAMI - (1/8" A,.090, 1/8" HS) C. 5116" LAM! - (1/8" HS,.090, 1/8" HS) SCREWS (G5) D. 7/16" LAM! - (3/16" A,090, 3/16°A) E. 7116" LAMI - (3116" A,.090, 3/16" HS) F. 7116" LAM! - (3/16" HS,.090, 3116" HS) G. 13/16" LAME IG -1/8" OR 3/16' A, 5116" OR 3/8" SPACE, 5/16" LAM{ - (118" A,.D90,1/8" A) H. 13/18" LAMI 1G - 1/8" OR 3116' A, 5/16' OR 318" SPACE, 5116" LAMI - (118" A,,090,1/8" HS) 1, 13/16" LAMI 1G -118" OR 3/16" A, 5116" OR 318" SPACE, 5/16" LAM - (1/8" HS..090, 1/8" HS) J. 13/16" LAM1 1G - 118" OR 3118" A, 3/16" OR 1(4" SPACE, 7/16" LAM! - (3/16" A,.090, 3116" A) K. 13/16" LAW 10 - 1/8" OR 3/16" A, 3/16° OR 1/4N SPACE, 7/16" LAS]- (3/16" A,.090, 3116" HS) L. 13116" LAMI 1G - 1/6" OR 3(16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16' HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: 0 X 2+C3+2 9" REF. 3 1 -.4 -ANCHOR QUANTITY PER JAMB HEAD AND S1L 1- ANCHOR QUANTITIES A CLUSTER or (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN_ d:C. ANCHOR SPACING) 18 3/4" MAX. �-{ j-4----3" MIN. I,4TG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 18 3/4' MAX. -1 1/2" TYP_ -111----3' MIN, --l-t- Ili* -I 0" REF. X -_ �1 C7 MTG. RAIL - EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAGE SPACING, OX AND XO WINDOWS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR714 N S snmae 70 "r 11 tx,wa rkJ 4127-10 Rat: PRODiICI ; W wtIz1 D as ttuvr: ' ! withtt�e Florida Euilc r " Aec +rt°+ 1,'� r�j5l..�'.i ' krp au I Da Z� f( By iviiiiss'rr}}�� ssun YrU Di) lac Robert L, Clark, P.E. PE #39712 Structural MIN.44 KID CONdhEI • ix WOOD BUCK, NOTE 3 CONCRETE ANCHOR, NOTE 1 114" MAX. SHIM WOOD ANCHOR, NOTE2 • • • • a • • • • a ••• • • • • • • • • • • • • w ••• • • • • 1 314," MINA E.i]. TYP. 2X WOOD BUCK, •• • • • • NOTE 3 ..;: NOTE 1A 7 1 114" T MAX. SHIM WOOD ANCHOR, DETAIL A NOTE 2 DETAIL B TYPICAL. FLANGE FRAME HEAD SECTIONS 1 3/8" MIN, 1/4" MAX. SHIM —lP �-+-- CONCRETE ANCHOR, —"- NOTE 1 2x WOOD BUCK, NOTE 3 1X WOOD BUCK, NOTE 3 CONCRETE ANCHOR, NOTE 1 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS 114" [MAX. w 1 f� I"„F #I • 1314"MIN. MIN, 3.1 KS! E.D. TYP, CONCRETE ritandBy: F'JC Roiled By..— F.K. F 0,4,1 Iiy: ✓ K. Thwimel Br F.K. 4115177 Dale: 10/77/06 5113/08 Date; 2128/06 DETAIL C TYPICAL FLAG E FRAME SILL SECTIONS . DETAIL D Rar0:ercA 8 A ADD NOTE 5. Chockeday. JJ 2x WOOD BUCK, NOTE 3 1 1/4" MIDI. (1.5 KSI CMU) OR PER NOTE 1 , (3.4 KSI CONCRETE) J 1 3/4" EXTERIOR INTERIOR MIN. E.O (HEAD & SILL DETAILS A, B, C, D, G & 1-I) TYP. J INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR, NOTE 2 1/4" MAX. SHIMI REVFSE NOTES 1 & 2 REGAROti'TG TRhMFIT FlI7. & EMMEOMTENT. ADO IF FRAME CHG. NOTE 5 TO FBC, 'CURRENT EDITION" REVISE EDGE DIST. , EMBEDMENT, SHT. REFERENCES One: 3/23106 1 3/8" MIN SEE NAILING NOTES: ••• • • • 1 FOR CONCRETE APPLICATIONS 1N M1AML-Cl COIJI ', U. • OMLY 1IA r1I. ADE COUNTY APPROVED 114" ELCO TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS# CR E -FL EMBEDED * 140 j l4N.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 314". FLATFFEAO ANtT1C MUST E #12 TRIMFIT HEAD, A2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (05) OR 114" 584 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PACE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-T5 AND A MINIMUM OF 1/8" THICK, THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOQD BACKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES ANO ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. DETAIL H (HEAD. NAILING .131 DIA. MIN. x 21I2" NAIL AT CORNERS AND 5" Q.C. TYPICAL DETAILS G, H & 1, SEE NAILING DETAIL G (SILL)A DETAIL I (JAMB) A TYPICAL INTEGRAL FIN FRAME SECTIONS 1070 TECHNOLOGY DRIVE NOIKCM S, FL 24275 P.O Box 1529 NOKOMIS, FL 34274 nom , ANCHORAGE DETAILS rc+� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Strasnaseat HRTIO 4127-10 },raua: 4 as c product i/ Robert L. Clark, C.E. PE A39712 Structural • ••• ••r •R BUILDING CODE COMPLIANCE OFFICE (ECCO) • • • PRODUCT CONTROL DIVISION •. • NOTICE OF ACCEPTANCE (NOA) QT Industries 070 Technology Drive,; ` Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The docurmpntation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AE]). This NOA shall riot be valid otter the expiration date stated below. The Miarni-Dade County Product Control Division (In Miami Dade County) andlor the AID (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted -manner, the rnartufacturer will incur thr expense of such testing and the ART may immediately revoke, modify, or suspend the use of such product or material within their jr isdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ESCRIPTJON 'Serge& ``l' U 1O1't Oufswtng Alumrtrtun French Door wl Stdelites : APPROVAL DOCUh9ENTT: Drawing No.11605.1 titled "Aluminui tFrench door c "Sidelite-Impact"; shuts 'through 10 of 10, prepared by m aaufacturer, dated 02-22-07 and last revised on 09125107, signed and sealed by Robert L. Clark, P,E., bearing the Miami -'Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date' by the Miami -Dade County Product Control Division. _[SSILE ThiPACT:1411NOil,aite and Small Missile Irnpact.Reststaiat imitation ` 1. Use of Table 1, require full length Vreinf ttethents for OX, XO, XXO, OXX, OXO and OXXO. The lower desigzt pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per PIB C, as applicable. LABELING; Each unit Thal t bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved'', unless otherwise noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPEC 1'IONt A copy of this entire NOA shall be provided to the user by the manufacturer or its distributon and shall be nrvailable for inspection at the job she at the request of the Bun=ting Official Ts NOA consists of this page 1 as well as evidence sheet E-1 and approval document mentioned above. The submitted dacnrnr-ntation was reviewed by 'shag L Clianda, P. E. • • • • • • • • • • •R• • •• • 1 •• • • • .• • • • • 'ADAM:WADE COUNTY, FLORIDA METRO-DA.DE FLA GLER BUILDING sillaNEinLAGLER STREET, SUITE 1603 • • MIAMI., FLORIDA. 3313D-]563 •; • (35) 375-2901 FAX (305)375-290B vpww buiidingcodeon1me.com NOA No. 0'1.062910 +€ iration Date October: 18, 2412 • Approval Date: October 18, 2007 "Page 1 PGT Industries • . • • • • • • • ••• • 1 A. • NOTICE OF ACCE$ ' E: F. HENCE SCTBM1TTED • . .. DRAWINGS .• • • • • ••. ••. • ••• 1. Manufacturer's die drawings and sections. 2, Drawing No.11005-1, titled "Aluminum French door & Sidelite-Impact", sheets lthrouglh 10 of 10, prepared by manufacturer, dated 02-22-07 and last revised on 09125107, signed and sealed by Robert L. Clark, P.E. • • • . •.• B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform. Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per NYC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FB C 2411..3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No KUL-5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06-21-07 and last revised on 09125107, prepared by POT, signed and sealed by Robert L. Clark_ P.E. 2. Glazing complies with ASTME-1300-02 D. QUALITY ASSURANCE 1, Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to "E.L DuPont Denemours" for "DuPont Butacite a PVB" dated 02/15)01, expiring on 1211111.0. 2. Notice of Acceptance No. 03-0527.08 issued to Saluda Inc, for "Solutia Interlayer for lam hated glass", expiring on 03/04109, F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06-21-07, signed by Robert L. Clark, P.E. 2, Letter of lab compliance, part of the libove test reports. G. OTT:R 1 Test propaeg3 dated Far. , ,''007 -approved by BCCO. E-1 Ctu \, LLa 4-- fihaq 1. Oland'', P.E. Product Control Examiner NOA No. 07-0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES!'OW SWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING :• .. • • A. 318" LAM! '.NOM �(.4 2'') .CONSISTING OF (1) LITE OF 1/B9ANNEALED: GLASS PLUS AN .090 PVB INTERLAYER OF DUPCNT:BLITACITEOR.SAFLEME PSAFt.mAXImlin i --"PJ,}S'(1) LITE. OF -3/10" HEM STRENGTHENED GLASS:: • $. N LA'mil4O -(.4o27.)+CoI SfsTING..OF{1) LITE OF 110" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OFDUPONT BIJTACITEDR SAFLEXIKEEPSAFI • b;1A$1MWJI PLLXS (3) L"!FE QFl8116" HEAT STRENGTHENED GLASS_ • •' • • • • • • • • C. 7/10" L f,14p _ (.461') CptISISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFrL IfF'�'RS iFEivIAXIAUM PLUS (1) LITE OF 3/Q"•HEAT STRENGTHENED GLASS _ • D. 7/16" LAMI Nam. (.465") CONSi$T1NG OF (1) UTE OF3/16' HEAT STRENGTHENED GLASS PLUS AN .09f3 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX1KEEPSAFE • • MAXIMUM PLUS (1) LITE OF 3116" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2_ A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSiTIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: X D XX, XO, OX, XXO OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION- FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SE I ANT. 7, REFERENCES: TEST REPORT FTL-5212, ELCQ TEXTRON NOA: 04-D721,01, 03-6225.05, ANSI/AF&PA NDS-2005 FOR WOOL] CDNNNSTRUCTIO1a AND ADM 21]05 AL11MRIUM 0ES)GN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED TESTED TO COMPLY WITH THE REQUIREMENTS of THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9_ CONFIGURATIQNS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT_ 2 REFER TO TABLE 2, SHT. 2 FOR DOOR TQ SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFI3RCEMENT. EXTERIOR.:' EXT.-::1/6" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR A. SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND• GLASS R.irdar 1 FX dYlli+F7 Jt*i.d fib_ ►arb:woe arc vr1 A laurel ty Dohr Qten.ascly FILL 2/''..2.177 d_.1. R• 13 --- ff 0 -I .. 4�0n2 i x 3l.8r LA+II.NOh LAZING..OPTION A=`OR EXTERIOR 112" GLASS BITE A EXT. - 3/16' ANNEALED OR 1-IEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/10" HEAT STRENGTHEND GLASS OTE-.1. CLARIFY EXT. OFD IA a, OVERALL THICHNE86Awn C7LA6911fTE ADD DLASS DITE DIAL 7D G1LAZ/N1 DETMLH, ADD iL4 B DID. TiHJC, REIA NOTE 1 , Q A Rii DESCRtPT, a ADD NOTE it DOW 6121/07 E 117713 ractittuwornavE Nt37CDMI6, a $4216 P.O BOY 76217 NOKOMIS, FL 34ZT4 • • •. 112" GLASS BITE .405 ; 7116" LAMI NOM_ GLAZING OPTION C OR ®, NOTE 1 w NOTES AND GLAZING DETAILS • ' • • • • • •.• NOA DRAWING MAP ALUM FRENCH DOOR SIDE LITES, IMPACT nwaplia hoc 111305-1 B TOPIC SHEET GENERAL NOTES............ 1 CON FIGURATIONS—. ......1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATI©N5...._.._.— 3 VERT. SECTIONS__—_4 HORIZ. SECTIONS 5 PARTS LIST....,,.., 6 EXTRUSIONS 6, 7 • ANCHORAGE....... ..... .._.... 8-10 Appr7,ru1 !IA campl)•]ng tk [1+c FlurldA 13w'a1Lfg Cudo 11a1e [x3w I> ,77a7 NOAO r,7.. t, 6 r� Miami Ditir i'roducl Caalrul IlY 1 P.1.0.711„,1•10,44 Rob. h L. Chafe, P.E. PE #39712 &truciuraf TABLE "1,. i-ESR N"PRESSURES:FORALL CONFIGURATIONS A APPROteliC[514RIGURATIONS X,-XX:.O, OX, X0, OXO, XXO, OXX & OXXO (FOR D00RS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS) •; Re 1Fo�rE4ENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS • • •, -• • . . • _ • 3° 37 1/2" . • ••• ••.• • 71:3/4" 0 WIDTH 27 3/4" • ' 47510 DOORS WITH GLASS TYPES A, E, C OR D +75.0 HEIGHT 67 3/4" 91 3/4" -75.0 8°-953/4" +75.0 --75.0 SINGLE SIDE LITES WITH GLASS TYPE A +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 - 75.0 35 118" 36 3/4" 0 WIDTH 36 3/4 +75.0 +75.0 -75.0 +75.0 -75.0 +71.4 x-75.0 75.0 +74.9 -74.9 +70_4 -71.4 +67.6 -67.6 +64.2 -64.2 -70.4 +56_6! 65.6 +63.1 - 63.1 SINGLE SIDE LITES WITHGLASS TYPES 13, C OR f -75.0 ° +7&_0 -75.0 +75.0. -75.0 +75.0 75.01+75.01 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY A, APPROVED CONFIGURATIONS: OX, XO, OXD, XXO, OXX& OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE GONNECTION X WIDTH 2° 25 1/2" 27 1/2" 40 47 3/4" 51 3/4" --46.5 +44.3 -.44.3 +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +48.5 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -48.1 -+-43.8 - 13.8 +41.6 -41.6 26 31 1/2" 50 59 3/411 +49.0 -49.0 +43.2 -46.2 +43.6 -43.6 28 33 112" 35 1/2" 30 37 1/2" 54 63 3/4" 67 3/4" 64 113/49 SINGLE SIDE LITE 7a tiY O WIDTH 10 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 41.5 +38.1 -38,1 +38.1 -38.1 +34.0 -34.0 +34.0 -34.0 +38.1 -38.1 +41.4 41.4 +39,3 -39.3 +39.3 +37.5 - 39,3 +37.3 -37.3 37.5 + 35.6 ' -35.6 +34.0 -34.0 +34.0 -34.0 +34.0 -34,0 GLASS TYPES A, 13, CORD +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 +75.0 -75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68_5 -68.5 +65.0 -65.0 21 3/4" +64.5 27 3/4" +52.9 -64.5 -x61.0 -61.0 +57.8 -57.8 +61.9 -61.9 +59.0 -59.0 +55.0 -55.0 +52.4 -52.4 -52.9 -+49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 - 42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 -35.2 +35.2 -35.2 +34.4 - 34.4 36 314" Ao Lsa+c wiser atn�,sY !s/l+117 P' ,T1}: Dab: F K. 2!22/87 +34.0 -34.0 34.0 -34.0 E !i -34.0 -34.0 -34.0 +34.0 -34.0 RE1/13UITALUEZDEBlGIINIEsst ESANOCLARIFIED NOM- mFlidjcl4I c1taaln1E GLASS TYPES X MAX>41lES MD NOTES a ADO NO1 LF a u. Rs9a.:ry9•: REVISE ayUrE 1, 2 41 ADO NOrA77oN13 TO TAME f AND A PEULICE MAX JOLIE DEUKWvPREBSLIRE AND Aruusr.ALL APB FOR TABLE U by. n.tr: J.J. fv21Jt7 1O7UTEC NGLDDYDRIVE NORDA 175. FL .94.= P.O. INK 1&211 NDKCIA06, FL :94274 CITES: 1 GLASS TYPES 'A.;3/8" LAMI (1/8".A, .09) PV3,..3116 HS) B. 318" LAM/ (118' HS, MOO PVB, 3/18" HS) C. 7/16" LAMI (3/16" A..090 PVB, 3/16" IBS) ; • • D_7/16" LAM1 (3116" HS. .090 PVB. 311;1"+S7• •, • • • • • • • •• • ••• • • •• •• •• •• • • • •• •• • • • • • • • • • • • 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE ••• OR 2. MAX OX/XO WIDTH = 73 112" MAX. OXO WIDTI-I =100 1/2" MAX. XXO/OXX WIDTH =107 3/4" MAX. OXXO WIDTH ^ 143 314' •: • • ••• ••• • • • • • • • 3_ SINGLE I3OORS 33 518" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 84 116" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FI3C, CURRENT EDITION. NARROWER DQ©RS MAY BE 1JSED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX A FROM TABLE 1. OXO WITH GLASS TYPE A 38" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.61-87.6 PSF EX. 13 FROM TABLE 1. OXXO 11TH GLASS TYPE A 138" WIDE x 85" HIGH DOUBLE DOOR WITH 36 112" SIDE LITES DESIGN PRESSURE = +70.4 / -78.4 PSF EX. C FROM TABLE 2. OXO WCTH GLASS TYPE 0 38" WIDE x 87 314' HIGH SINGLE DOOR WITH 28" SIDE UTES DESIGN PRESSURE = +43.6 / -43.8 PSF EX. D FROM TABLE 2. 0XX0 WITI-I GLASS TYPE C 83 3/4' WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LiTES DESIGN PRESSURE = +43.1 1-43.1 PSF A6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, 51-+EEF 5 FOR REINFORCEMENT DETAIL,. DESIGN PRESSURES Vrsi y .13etirr Sorb: ALUM. FRENCH DOOR & SIDE LITES, IMPACT Fatal • -11005-1 0 I7uri"Iu 09i."i, Chtir 2 -7 Dastr MOAN i1R1ul"I Dods Prulturt Coolry 1+YDIY to Roland L Cltuk. P.l . PE 113D712 S1nmctural 1 • • • • • ••• • . - --V"l12"MAX ` h. 3.8314" MAX. • • • • • • • • • • / f�{{JJ 0� 1• 1• j 1 i d i�11�' • ti EF / x BEE NOTE 4J'� OX DR X0 37 1/2" MAX. A-"--� .10" A--.�-, x NOTES.' ,— �. -EOR_ANCHORAGED.ETAILS SEE SHEETS 8 THROUGH 10, 2. FOR HORIZONTAL AHIJ VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X AND'XX* DOORS BY 314" WHEN ASSEMBLED TO MAKE *XO','O)i','OXO 'XXO','DXX' AND'0XXD' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CI FAR OPENING FOR 'X° AND'XX* DOORS AS FOLLOWS: ('X' DOORS WIDTH - 5.646) {'XX' DOOR = DOOR WIDTH/2 -4.D79j A 1 05 3/4" MAX. HT. TYP. 114 3/0" MAX_ DLO TYP, 3fi 3/4" 109 112" MAX 3[i 314 �— MAX 1—SEE NOTE 3-•--i—� MAX." SE NOTE 4-- -11 314" MAX. 24 9116" IWIAX_ (TYP) oQ SEE NOTE 4 36 314" MAX. 33 518" MAX. ILO (TYP.) -363/4' 143 3J4" MAX.. • MAX. SEE I'J(TE3 • •, SEE NOTE 4- 95314" MAX. (TYP.) 84 3/0" MAX. DLO (TYP.) G G 95314" MAX. (TYR-) SEE NOTE 4 DOOR DLO HEIGHT = HEIGHT -11 318" DLO WIDTH 'X' = DOOR WIDTH -12 15/16" DLO WIDTH 'XX' = DOOR WIDTH/2 -11 6116" SIDE LITE DLO HEIGHT = HEIGHT -11 318` d DLO WIDTH = WIDTH -3 116" :;yr.i:` Tin.ad lv h-. RE..6r,r ,► , �° �r, — awc k rr ELEVATIONS F_!c Ai&w 8 CORPEOT VERTICAL DLO AND FORMULAS NOKOMIS FL 3427.6 P.D.DUX iG28 M�9.FL a�r� 7'"` ALUM, FRENCH DOOR & SIDE LITES, IMPACT FX Far. r e. wu aar ►mow A ADD DLO FORMULAS FOR LIOOR AND 6lDf LITEADD DOOR OLIO Data OF_NTIFY L AD eOLrwnm :Y APECIFY'ACr. O artNeACT. 0„ _ F13101 ZwAc D,..4 Daman, 3 ?D „• 1100 5-1 ii.,: S D.m y, F.X. 222417 cr,.clwitr,; J.J. a.*.: 6/21IV 7 Visibly Baler f+1TS f 1!:/i01; ¢ Robed L. sk, P.E PE 00712 • • EXTERIOR MAX DLa • • • ••s • FFOORSECT. AA VERTICAL INTERIOR MAX_ DOOR I-IEIGI1T EXTERIOR CHI 61) INTERIOR MAX. SIDE IL LI 7 Li l l HEIGI SL SECT, B -B VERTICAL ••• • • • • • • • • a a. • ••• • • • • • • • • • •• • ••• •• • • • • • • • • • ••• • SL VIEW G -G CORNER ASSEMBLY • • •• • • • • • • • • • • • • • ••• • CLEAR COLORED SEALANT MT 7ECNACIL CPOrDiiiVE A1OKOM15 FL 34276 F.Q Bt?X MP NQiCl7lN19, FL H�2i' a ;u L_ EXAMPLE ELEVATIONS Arad,,: la rC Onfifil ,,.: Iii Nia MANGE TV 48 sii.M: rirr ALUM. FRENCH DOOR & SIDE LITES, IMPACT Arvid Or F.]C Ikts: 174/7 A.. A shun '13(ou Hotiow HEAD SECTION AT comeR AOSEM[3LY i Frdor _ �. 112x- + 10 `Etrtr /+w 11005-1 B Vl�ibtyBe r[cr c mar FJC sr.ae 2,22431 r7 1..ihy_ J...1, OW.. t E11211137 Alilirurrd Ib curuplying with Ike Florida 1luiding Codc Date C7 Lei 7-007 NOME X7.- 1 7 :..� Miami Dade Yrodh el £pal nut lay C I . _ ,k 1 Roharl l Ciark, RE,FEIItN3QTl2 Struciurtti • • - • • • • • • ••• •• • • i • •. •1 • • • • • • • •• MAX. SL WIDTH 71.sodilk: p.a.: A.dJura� F_iC WWWrl[rf B 11..4 Dv paw F..K WJ lAr7 A ,.umr E.rC lkk Cheered F.I€ 2122107 J.J_ MAX. DLO MAX 'X WIDTH k. MAX , DLO SL SECT, E —E FIORE. (DOOR WI SIDE LITE) MAX.j DLO MAX. 'X.XI WIDTH 'XX' SECT. C —C HORIZ. 'X' SECT. D —D HORIZ_ SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7. t3 AND 9) NO CHANGE JHI I Gl-IEET INarE LIAM Lire" To SF F -F ADD -ODOR MODE LIE" TO BcTKUNC--EA Dole &27/177 MAX. SL WIDTH SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 &2 FOR APPLICABILITY WATO l ki4INOLOGY DRIVE NOKOMIS , FL .94275 p.L2rum mail NOKDMig a 342T4 n. — II MAX. DLO INTERIOR EXTERIOR L MAX_ DLO SL SECT. F —F HORIZ. (SINGLE SIDE LITE) 62 66 Visi y Rector VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT FDfOi 1,2)C 5 d 10 11005-1 B AplemrcJ caruplying+rllb the �lorld• I/aiding Cud HMI 0,C I ,�' 'o Mlanai Duck i'ruduci CanSrvl Malin L CjA4 1 /if1,11 s � ell Whorl L. lark, F.E. PE 4353=12 Structural ITEM DWG a 'pG • 1 2 94313 • ■ 1010 604 1 04300 • 3 • • 5 6 7 74170 $5 •:7 X 79 X . • • • 79''1$A a . 7632X12FP r 833 055 ••• 87070K DESCRIPTION FRAME HEAD WSTP.,Q4._ON _190 X.375 HIGH BULB WEATHERSTRIP _187 X.300 HIGH FLUSHBOLT STRIKEPLATE PT LOCK STRIKEPLATE I±RAME HEAD STRIKEPLATE BACKING PLATE #8-32 X .500 Pit. FL MS - B.S. W/S ILICONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FLLERU HEAD ADAPTER OUT -SWING 'THRESHOLD WSTP, .350 RD FOAM FILL T -SLOT (ANIS B URY#32011) OUTSW1NG THRESHOLD CHANNELCOVER AGETAL SPACER .085 (INHOUSE INJECTION MOLDED) ACETAL.SPACER .095 (INHDLISE INJECTION MOLDED) AGETAL SPACER .140 (INHOUSE INJECTION MOLDED) FRAME JAMB (OUTSWING) WSTP_,Q-LON ,190 X .375 HIGH REINFORCEMENT, 1.000 X2.760 X 0.650, 6061-15 #B X1,590 PH SOATIS 8 995 9 996 70995 70996 10 952A 6533016 11 11000 611000M 12 1670 671670 13 14 15 11004A 611004M 11001A 41'1001A 11002A 411002A 11003A 15 411003A 20 21 9151) 1010 60360 6Q300 22 23 6808 1140 66608M 76X112PSATS 24 25 1048 93D 71046 41721N JAMB SCREW DOVER CAP STRIKE PLATE INSERT IMO X .750 PH. FL. SMS 26 27 1118 7070 710X34 PFA 67070K BULB WEATHERSTRIP .187 X _300 HIGH 30 31 910D 911E 8910 51311 32 917 7FRMO DOOR PANEL TOP & BOTTOM RAIL DOOR PANEL SIDE RAIL HINGE EXTRUSION 33 1178 71058FP W,B 60376M #1D X .625 PH. FL SMS TRUSS CLAMP 5116-18 THREADED ROD 34 913A 35 1130 67RODA 38 990 7990NUTA 5 37 38 914A 60379M 7834FPT (18-18 FLANGED HEX NUT WEATHERSTRIP CHANNEL #1B X .75 PI -I. FL TEK 39 "40 997 1023 70097 67924G GASKET (BETWEEN WSTP., .187 X.260 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) #6 X.500 PH FL SMS TYPE BDS SILL DUST PLUG (INACTIVE PNL DOOR PANEL ASTRAGAL 1 (OUTSWING) DOOR PANEL ASTRAGAL 2 (OUTSWING) WSTP.,C1-EON .190 X .200 HIGH LOCK SUPPORT ASSY. (41707 & 41703) #6 X .750 PH. FL. SMS PANEL HEAD/SILL A PANEL STILES) 41 42 928 11.45 41720 7SX12FPAVU 7P30G G 43 1212 44 .45 9836 9846 6983 6984 46 47 48 1213 920 1139 6Q200K 74LJBLOK 7634E 49 982 FD2PTAY 2 PT. LOCK ASSY. 60 6R180FS R 51 930 41721 JBBER SLEEVE STRIKE PL. INSERT (INACTIVE PANEL) DEADBOLT STRIKE PLATE --- --52 -- 931 7FRSPX 63 1116 710X34PFA #10 X .750 PH FL. SMS 54 957 70957X HANDLE STRIKE PLATE #10 X.750 PH FL SMS 55 1118 710X34P FA ITEM DWG # PGT# DESCRIPTION 60 92DD 69200 ° SIDELUTE HEADER • • 91 -821D 6521 SIDELITE SILL •• • = ' r yrs • SIDELITE JAMB • • • •- 62 91613 603131 63 1155 781PQA #8 X1,000 QUAD PIJ. SMS £4 998 7998 HEAD GASKEIS (STOCKING #70998) 9119 7990 SILL GASKETS•VCKING41749) .: •'• 65 613 934A 61641M - SiDEUITE JAMB AL AI,yTER 67 #12 X 1.000 SHEET M L•ETASC1 W • • • • 70 712553K S ETTIING BLOCK, 3/32" X1/4" XI" WIPSA 71257K SETTING BLOCK, 1/16" X 1/2" X1" WIPSA _71 72 4222A 6477? BEAD, 7/16" 73 980 6988 BEAD, 318" . 92 986 64986 BEAD, INTERIOR 93 1224 . 81P247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 316" LAMI -11B" A, _90 PVB, 3116" HS _ 913 GLASS, 310" LAMI - 118" IBS, .90 PVI3, 3/16" HS 97 GLASS, 7116" LAMI- 3/16° A, .9D PV13, 3116" HS 98 GLASS. 7116" LAM1- 3115' HS, .90 PV8, 3116" HS 102 11006A 41108A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 103 OFF -THE SHELF DEAD BOLT LOCK .650 1 -I 300 OUTSWING THRESHOLD CHANNEL COVER 8063-T6 2.750 25 TUJ3E MULL 6063-.T5 1.000 t Approved us cinispiyils;l olds tlti! Flnrldn 13arain Cvdc ut,: NDA1i b Miami IW"dc I n,thid Cnntrnl !}ivi[siuu !ly 1 (Ar1_11-114.6 H...By' Ad., 'Dew: rim 1U�'07ECHNOLCti3YDRtYF JVCKOMM a iT1i t? [7l BOX1�1i 'VI:IMMO a Ysz?I l • - ..�.,.. i..nt PARTS LIST .r. ii dilr. F.X. aIlavT it►ri,iam a IMO CHAls1GE T uti M EEL big. ALUM. FRENCH ©CDR A SIDE LiTES, IMPACT 14.6.d Fir w W7 4177 tt, A ALY7 rT27d Itl�i DEAD irOLTA7 ifl'tN�LC7tYi'PANEL ONLY" 712lT> !Mu d>, .,' VW)* Bctxar t'wr.s+.re FD101 u 1*/2) 141.4 6 d 10 Ko.rwkp fa.. rc..e 110054 S w ri . F.K n.w: 212207 a ny• .1..J. o 621/07 DOOR PANEL, TOP & BO'flDM RAIL 6053-T5 DOOR PANEL SIDE RAIL 6063-T5 1.4 3.000 .489 . • • . 3.555 3.111— —••••-1.1 .050—.-1 .550 FILLER HEAD ADAPTER t3❑63-T6 J FRAME HEAD 6083-T6 .050-- .079 3.000 ❑UTSWING THRESHOLD 6083-T6 iiona fir DJ*: J�IC fmar F.K. error amwa by: Dow FJ( 2122417 1.479 1.489 IT -1.590 r- 1 x.125 .750 TRUSS CLAMP 6053-T5 5.459 6.085 DOOR PANEL NTERIOR ASTRAGAL 053-.T5 .6133 .6133 3.100 DOOR PANEL EXTERIOR ASTRAGAL 6063-T5 _558 -� I�' -.525 I_050 .583 .059 318" GLAZING BEAD 6083-T5 it Pt SL HEADER 0083-T8 .0I75 7 1.479 1 MJ rant iDE TH79 &11en7 ADD . areDucir DMALTO'TEM33D 31 4f.45AVZ B▪ i1▪ v r WQTQ7>eCHMCILDC YVU1VE A!OJWMJS, FL 34275 P.Q. B 1 1529 Nokomis, FL 442/4 SL SILL 6053-T8 Vicib& Batter 7116" GLAZING BEAD 6083-T5 • •• • • • • • 1 • ••• • DOOR FRAME. JAMB 5063-T6 X1.578----- --+-1 .1300 SL JAMB 80133-T6 3.000 SL JAMB ADAPTER 6053-T8 .050 •• 11 ••• • • 1.2513 • • • • ••• i 1.620 WEATHER STRIP CHANNEL 6083-T5 HINGE 805 3-15 Approved nc complying Mill tlic Florida fluidlag Coda Dote OL"T 1 J7,'7 NOM! ri7� lt71uua{ Data Freshicl union{ BY ri'idk 1. (.1(0444 EXTRUSION PROFILES WNW ALUM. FRENCH DOOR 6 SIDE LITES, IMPACT FD101 Rat�crl L. Clack, P- PE NaaT7z Structural rot 2 IlE AD9 f. I ZONE . I • •J •• • • • • • 1 J x 4 • • • • • • • • 0 z m HEAD HEAD ZONE"D" 3 .;.ZONE"D" I_ SILL ZONE "C SEE TABLE 3., SHT.f_z 9 HEAD H1=An HEAD0 E ZONE "F" I ZDNC 1 <oxo JAMB ZONE 'A' JAMB ZONE 'A" , SILL SILL FZONE-- --�- SILL ____I ZONE -I ZONE "F" "E" "Far SEE TABLE 7., SHT. 9 JAMB ZONE "B" ;SILL SILL ZONE "D' ZONE '°i]" SCE:TABLF 1 . 3I iT 9 JAME ZONE "B' HEAD ZONI "E" 1 0 1 _ SILL I ZONE 'E' T SEE TABLE 5., SHY 9 HEAD HEAD _I HE -AD I ZONE "D" I ZONE ""F" 1 Z°NE-1 { JAMB ZONE "A - 1 1 J/\ f//J f 1 i , A /.?O(0 OR O I' i fF{f 1 1 i r JJ I SILL 1 ' SILL SILL ZONE "1 " ZONE "F"�ZONE� SEE TABLE 7., SHT. 9 JAM ZONE "B" JAMB ZONE 'A' 1 --- HEAD HEAD ZONE "D" ZONE,"E" ! SILL I. SILLZONE "D" ZONE "E" SEE TABLE 6., SHT- 9 •• EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION • 1 1 • • • • A.'19";133 314" SIDE LITES "B" AND • m + " 3NE ANCHORS FROM ••• • TABLE 7, SHEET 9. HEAD HE4D HEAD Hf HEAD �Z E I ZONE "F" ZONE --tZONE Ga — `may J F .6 ]K r J J ti in = 0 0)0(0 \ 4 ,, ,, N. \ J / ff/ 1 / , I SILL SILL ZONE I SILL .... ZONE"F" E F"� ZONE "E. ZON SEE TABLE 7., SHT. 9 PLUS; B. 71 314" x 83 314» 3X DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5+2 - (14) TYPE 1 OR 2 A'NCHORS AT HEAD AND AT SILL ALSO USED AS AN EXAMPLE OF ANCHORAGE FUR A 133 314"H UNIT, NOTES: 71 314"W'XX" DOOR WITH 19-W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2, 1/4" ELCO 964 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2 -ANCHOR QUANTITIES ARE I3ASED ON SPACING AS FOLLOWS (3" MIN. Q.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE JAMBS (ALL): 13114" MAX, FROM CORNERS AND 23 1/0" MAX. O.C. HEAD & SILL OF DOORS: T3" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 21) 718" MAX. Q -C. HEAD & SILL OF SIDE LITES: 6" MAX, FROM CORNERS AND 24 314" MAX. ❑.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE TI -HEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Ezn.edar AA.; liNna roc FJC FJC.. Ra WTM77 Dab.: EV1AA 17 NO C'MNDE TIM SKEET. RANGE WY ON 72X" ANCN4 a.ZDNE PROM TO v. ADD ANOtiOR TYPED 70 e30LVTz+7W, r.r�d6y; J..l. brawn Or Dare FJC .22111T D•ke QMYlD7 W?11 TECHNOLOGY DRIVE NOKOM IS, FL 3#2Ta P.a 917K NOKOM'S, B. 312!4 ANCHORAGE, CONFIGURATIONS Da.c ALUM. FRENCH DOOR & SIDE LITES,, IMPACT Ap1pnomi uY ru+u;:i-•1gJ1>>idh Hie i iorhb ilu:>linfl Clad tlx 1 sr c' -"T Ir 40 NUAM 07-rIrG?I'-f�Z Nliumi Deilyi'rndud Cunhivl Dlr u!af FD ai 1-j Robed L Clswk, P.E. FE 1130712 Slrur_1uru4 TABLE 3.7C I`S'O O ftS`.a • • ••• •. TABLE 4. XX DOORS (ALSO X DOOR OF X0 & OX) TABLE 5_ 0 SIDE LITE TABLE 6. XO & OX TABLE 7.OX0, XXO, OXX APPROVED ANCHOR T'PES: 1.1/4" ELCO TAPCONS GLASS TYPES ANC1-IO111PE &ORATE • • DOORw1DT}-I_S "X" - 25.50 TO 37.50 A, 8,C,I W1OTk1 x HT. 25.60 x 79.75 83.75 87.75 91.75 95.75 27.50 x 79.75 83:75 87.75 91.75 95,75 29.50 x 79,75 83.716 137.75 91.75 95,75 2,30 WCgD 1,2, CONC as Y a a Ym 4 6 5 r • LOAD 2 NE e :DOOR WIDTHS • • • • i GLASS TYPES ,+ ANCI liiR TYPE & SLIIISTRATE 1G,'. 5 5 6 5 5 2 2 2 2 2 2 2 . 7. ;4 7 4 7 4 7 4 7 4 2 3 2 3 2 3 2 3 2 3 7 4 2 3 7 4 2 5 2 7 4 2 3 6 8 6 5 6 2 2 2 2 2 6 2 6 2 7 4 2 7 4 2 6 8 4 2 3 8 4 2 3 6 4 2 5 5 4 2 5 6 4 2 31.50 x 79.75 03.75 67.75 91.75 95.75 5 2 9 4 2 3 6 2 6 2 6 2 7 2 8 4 2 5 8 4 2 5 8 4 2 5 10 4 2 5 33.50 x 79.75 8.3.75 67,70 6175 05,75 6 3 0 4 3 3 6 3 8 4 3 6 6 3 8 4 3 5 35.60 x 79,76 83.75 87.75 91.75 $5.76 7 3 7 3 6 3 0 3 10 4 3 6 10 03 5 8 4 3 5 8 4 3 5 6 3 6 4 3 5 7 3 10 4 3 5 7 3 10 �1 3 5 37.50 x 78.75 8315, 87.75 8 3 13 3 8 4,3 5 3 6 7 3 10 4 3 91.75 7 3 95.75 7 3 10 4 3 5 0 4 3 5 XX - 47.75 TO 71.75' LOAD ZONES rsi N co. 0 3- X 0 x4 x is 8 4 2 4775 x 79.75. 4 3 83.75 5 . 4 7 4 2 3 87.75 5 4 7 4 2 3 91.75 5 4 9575 5 4 7 4 2 7 4 2 3 51.76 x 70.75 5 4 7 4 . 2 3 83.75 5 7 '4. 2 3j 3 .' 87.75 6 4 91.75 5 4 7 4 2 7 4 2 3, 95.75 0 4 7 4 3 5 65.76 x 79.76 5 4 7 4 2 3 83.75 5 4 7 4 2 3 117.75 6 4 7 4 2 91.76 6 4 7 4 3 95.75 8 4 3 5 59.75 x 72.75 5 5 8 4 2 3 63.75 5 5 87,76, 6 6 61.76 8 6 8 4 2 3 6 4 3 0 4 3 5 6 5.76 6 5 8 4 3 3.75 x70.76 5 6 5 4 2 3 83.756 5 0 4 3 5 87.75 6 8 4 3 91.75 8 6 05.75 7 6 B 4 3 10 4 3 5 5 5 67.76 x 70.75 B 5 53.75 8 6 137.76 6 6 8 4 3 8 4 3 8 14 3 5 5 5 61.75 7 0 05.75 7 5 10 4 3 10 4 3 6 .71 5:x79.75 :8 63.76 6 5'. 5 9 4 3 57.75 6 5 9 4 3 5 91.75 7 B 95.75 7 8 10 4 3 10 4 3 1Y. lir,lduer.• GLASS TYPES ANCHOR TYPE Ji SUBSTRATE WIDTHS "O" - 10.715 TO 36.75 2,3, 1001X1,2, CONC LOAD ZONES WiLTH x I -1T. 10.75 x 79.75 83.75 87.75 91.75 95,76 1275 x 713.75 83.75 87.76 91.75 05.75 11.10 -JAMS in O 4 x Q 0 0 1 4 1 4 1 1 4 1 4 4 1 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 19.00 x 79.75 83.76 4 2 4 2 4 2 4 2 87.75 4 2 4 2 91.76 4 2 4 2 05.75 21.76 x 79.76 83.75 87,76 91.715 65.75 27.76 x 79.75 6 83.76 57.76 5 2 4 2 91.75 8 2 4 2 95,76 8 4 4 4 4 5 2 4 2 2 4 2 2 4 2 2 4 2 4 2 5 2 4 2 2 5 2 4 2 4 2 34.13 x 79.75 83.75 87.75 01.75 05.76 38.75 x 79.76 83.75 87.75 91.75 95.76 0 3 4 B 3 4 3 7 3 4 3 7 7 8 4 3 4 3 4 3 B 3 4 3 7 7 3 4 3 7 3 4 3 3 4 3 GLASS TYPES ANCHORIYPE 11, SUFIS -IRATE DOOR WIDTHS "X" - 25.50 TO 37.59 A, 6, C. W0001 1,2, CONC LOAD ZONES SIDE 417E multi x I11 --a 0 ua 0 0 0 x 4 ra 4 x 0 4 2 • • 10,75 x 7975 241 2 83.75 4 2 8736 4 2 91.75 4 2 95.75 4 2 12.75 x 70.75 -4 2 53.754 2 117.76 4 �1 91.75 4 2 95,75 4 2 19.00 x 79,75 4 3 83.75 4 3 87.75 4 3 '91-75 -4 3 95.754 3 21.75 x 713.76 4 3 53.75 4 3 5775 -4 3 91.755 3 05.75 5 3 27.75 x 79.75 5 3 03.75 5 3 87.78 5 3 91,76 5 3 95.76 6 3 35.13 x 79.75 6 4 03.75 8 4 67.75 7 5 9'1.757 5� 55.76 7 5 38.75 x 79.76 13 4 83.76 6 4 87.75 7 5 91.715 7 5 96.76 7 5 USE JAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. PO 4 2 4j2 4!2 4 2 4;2 4 2 4 2 4 2 0 D 0 2 4 2 z 4 2 P u 4 2 in -1-•- su 4 2 ►= 4 2 z 4 2 n 2 4 2 u� 4 1 1dx 4 2 5 4 2 Ill 4 2 4: 4 2 a 4 2 4 4 3 2 3 r3 3 11- 4 3 4 3 if 3 0 4 z U 4 3 z 4 4 3 En 4 3 4 3 to 4 3 8715 91_75 �y s 96.75 4 3 U 21.76 x 79.75 4 3 g 13375 4 3 D 67.75 4 3 0 91.751 6 3 0 06.75 5 3 ri 27.75 x 79.75 6 3 83.75 5 3 4 87.75 5 3 01.76. 6 3 fi _05.75 6 3 07 36.13 x79.75 5 4 63.75 6 4 67.75 7 5 n 91.76 7 6 9578 7 5 y 36.76 x 79.76 6 4 t 83.76' 4 313 co 67.75 91.75 65.75 7 5 7 5 7 5 GLi ASS TYPES ANCHOR TYPE & SUBSTRATE DDORwim • ••• •• "X"! 25.50r TO 37.51 'X" - 47.75 TO 71.75 • • A. B C,to1 • a • • ,3, INOOD, 1,2, cohic • 4.DAD lNES SIRE 2 LITEUIE WIUfl1 1 I'iE. ' fl 0 10.75 x 79.75 4 2 83.75 4 2 8735 4 f3 91.75 4 2 95.75 4 2 4 •r • an uJ 0 4 2 4 2 4 2 4 2 2 • • }[ s 1» n 12.75 x 7.9.75 4 2 0: 4 2 83,75 4 2� 4 2 w 87.75 4 2 Q 4 91.75, 4 2 f 4 2 95.75 4 2 4 19.00 x 79.75 4 3 2 12- n. 83.75 4 3 C1( 4 2 a 111 4 3 0 4 2 4 3 N 4 2 " 0 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 M TABLE 3. OR 4 3 EE 4 3 a) 115 4 3 5 O z 4 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 2.114" ELCO SS4 CRETE -FLEX MASONRY ANCHORS • • :3-V12 SCREWS (GS) •• • 4 ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND T PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTIONS 014 SHEET 8. Approved as wrmJ:lylub with the Florida 11uiJIn ka Curie Hale 1 t 2012`7 mum n7- fr{ f Mini Dade Prudue! Control Dirisirio F.X. rr.,.anr FJC Dawn 6y. rte• toevhdrer A NO CO-JAN.2E111M Hh'Eff. 14N..i+nlr .{pp i9L$O USE w/7',1�me o m TAJ if 4., `D", CJL41461ETAIILE d., MAO A "C" TO Tr' AND COLUMN REFERENCE ADD 'GI?7OANCHOR TYHEa. f1wd..lSy Ewa! ill" J.d 6r21JA7 &a/4171 2/22/07 DME W7lM TECHNOLOGY NOKOMIS, F 94776 Af7.BOX IMO 11401{0U12, fL- 94274 ANCHOR QUANTITYLOAD ZONE TABLES Iraq ALUM. FRENCH DOOR & SIDE LITES, IMPACT a e.mlaa.0 FDIDI VtaJb& Bator N4 rar,..s 9 " 10 11005-1 Hobo Pf L GIaAL, P.E. E 3lIJ1Z 9kucfural • •' • • r • 24w004.: B1JCK,16ioT,L.2' . 0-4KSI MIN. CONC. , Mum. —ter • ExT. • • • 1X WOOD BUCK, NOTE2 1/4" MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 318" 114" MAX_ SHIM WOOD ANCHOR 0141 STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT 1X WOOD BUCK, NOTE2 1 314" MIN E.D. 1 1 31B" TYPE 1 314" TYPE 2 114" MAX. SHIM CONC. ANCHOR, NOTE I 2X WOOD 3.4 KSI M1 1. CONC. BUCK, NOTE 2 1x WOOD BUCK, NOTE2 3/11" MIN. EXT. .•• • 1I4"••MAXI• • SHIM • WOOD ANCHOR TYPE 2 OR 1 14" TPE 1 NOTE 1 DOOR HEAD (CONC) 1 31148 Y YP>=1 (CONE)OR 2(EMU) 114" MAX. S1-IIM 13/4" TYPE 2 (CONC) SIDE LITE HEAD (WOOD) --- 114" MAX. SHIM 314" MIN. E.D. 1.61(51 MIN. CMU OR 3.4 eKSI MIDI. CONC. DOOR JAMB (WOOD) DOOR JAMB (CONC) EXT_ WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 318" MIN. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) CONC. ANCHOR, NOTE 1 2X WOOD BUCK, NOTE 2 EXT. 1318" MIN. C°NC. ANCHOR, NOTE 1 wooD ANCHOR, TYPE 2 OR 3, NOTE1 EXT. 114" MAX- SHIM 1X WOOD BUCK, NOTE 2 SIDE LITE HEAD (CC:NC) 13/4" MIN. E.D. 1n 1%- 2. 1.6KSI MIN. CMU OR :._r 3.4 KSI MIN. CONC. f • 1 3I4" MIN_ E.D. 1 318"TYPE 1 1 314" TYPE 2 114" MAX. SHIM CONC. ANCHOR, NOTE 1 1 114" TYPE 1 OR 2 (CMU) 1 3/8" TYPE (CONC) 1 314" TYPE 2 (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) •: r . �.� 1 318" TYPE 1 •y ,; ; •• -Y ; = .: 1 3/4" TYPE 2 ! 13/4" 3.4 KS! MIN. CONC. 1N. 1 .D DOOR SILL (CONC) 2X WOOD BUCK, NOTE 2 WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR a, NOTE 1 ■ NOTE I IX WOOD SLICK, NOTE 2 114" MAX. SHBM 1 318" MIN. SIDE LITE SILL (WOOD) 114" MAX., SHIM ',.I, 318" TYPE 1 3.4 It51 MIN. ,,. ; . _`'° :"•.1 3/4" TYPE 2 cONC. '�' i' + .:• _ , . • T' r--• 1 314" —.--I MIN. E.D. SIDE LITE SILL (GONG) t NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADS COUNTY, USE ONLY MIAMI-DADDE COUNTY APPROVED ELCO 111" TAPCONS EMBEDDED 1 3i8" MIN. (TYPE 1) OR 111" SS4 CRETE -FLEX EMBEDDED 1 314" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE 1S 13/4". FOR WOOJ INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" 354 CRETE -FLEX ANCHORS EMBEDDED 1 3/0" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT I5 INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK DR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED 13Y OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AI -1J). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED NON -SHRINK, NON-METALLIC GROUT (34110 PS! MIN), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30/1 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 161rru+•n63 6!3 rt1a'$:':6y 0iIE6 i1�e K'lprIi n Tlui,l]np CwlJ. Weir f7 G -r / ! 7-' WAN ( IYiir6uo] loth Yr•slucl Control 17iSis 116 J uy 1S.C4gi I. Lk A Litthr 11. 117-1304C 8.00010: F.K &7IIS77 !T F.!£ £V1-4ti7 A .13....er ,m.0: r r .K. 2122,'07 _ J.J. NOCHANGE THIS SPI ET: SPEC. TYPE 1 a Y EM#?I"J7 ON CONC. DETAILS. SEER. TYPE 2' 6 3 CW WOOD DEFAILAADD ANCHOR 1 L 773KIM 1. 0/21107' 1070 TEWNW:AWAY0 0VE NOKOMIS, FL ,M14Y76 111 v..kiCgx1622 NOli0M!&G FL 34274 0.0.000 ANCHORAGE DETAILS Vow ALUM. FRENCH DOOR & SIDE LITFS, IMPACT Frn01 NTS cr".+c 11? -' 10 11005-1 w,c 1)16 Rao._ L. Ma. P.E. PE #31371? StnKtumi r • • • r • • • • ■ • • •a• • • • • MIAMI -DAD • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • • • • • 1 ■ ••1 NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: • • • • Y• •• •• • • • • •• :WWII-DADE COUNTY, FLORIDA • • . • . • • • • METRO -DARE FLAGLER BUILDING 1411 WEST FLAGLER STREET, S UI FE 1643 NFr 4MF_ FLORIDA 33130-1563 (305) 375-290I FAX (305) 372-6339 www.maimidade.gov/buiiidingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A111). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AH1(in areas other than Miami Dade County) reserve the right to have this product ar material tested for quality assurance purposes. If this product ar material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately -revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C-740 Outswing Aluminum Casement TiVindow APPROVAL DOCUMENT: Drawing No. 7045-8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12117102 with revision '11:1" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large Mane Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable budding code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05-1129.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. - NOA No. 08-0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 • • . .• •. • •0• • . • • 4 PGT Industries 00• • / 0 NOTICE OF ACCEPTA`N : 1VIrENCg St:WITTED DRAWINGS 1. 2. Manufacturer's die drawings and sections. Drawing No. 7045-8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17102 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P_E. B. TESTS L Test reports on 1) Uniform Static Air Pressure Test, Loading per k'.t3C, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along withmarked-up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05-1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per 1i13C, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05110105, signed and sealed by Edmundo Largaespada, P.E. (Submitted ruder NOA# 051129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact. Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Srtbnzitted under NOA# 03-0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per 13C, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Refit No. FTL 3587 dated 10/8/02, signed and sealed by Jose h Chan, P.E. (Submitted under NOA# 03-0611.02) anuel Pe Product Control NOA No. 08-- .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E-1 • ••v • • • • s • • • PGT Industries ••• • • • • •• •• •• • • ••• •• ► • • • • • • NOTICE OF ACCEPtAlick: dff,DleriCEJLB ED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3102, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03-0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, Pte. (Submitted under NOA# 03-0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Connplies w/ASTM E 1300-98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERJAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to EI. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PYB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04106, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTIIER 1. Notice of Acceptance No. 05-1129.11, issued to PCT Industries for th - ies C-740 Aluminum Casement Window — I..M_I., approved + 0 3/06, exp► • • 122108. Manuel P P.E. Product Control xa iner NOA No. f : 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 1 •• • • • • • • • •• •• • ■ • • • • • • • ••• •k• • DI ES_ LARGE II1115SILE WINDOWS • • • • • • • JEIG c• 4TI 'IS: A: 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS Wl AN .090 INTERLAYER OF SOLUTIA OR DUPONIT PVB. B. 6/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB, C. 7116" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN ,M90 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OE 3116" HEAT STRENGTHENED GLASS Wf AN :090 INTERLAYER OF SOLUTIA OR DUPONT PVB. • 1 • • • • • • • • •`• • ••• ••• ■ CONFIGURATIONS OPTIONS x 0 1 4 x 0 x X 0 x x 0 0 X • ••• • • • x 0 x UNEQUAL LITES X 0 UNEQUAL LITES 0 x UNEQUAL 1.17E S •• •• • s• •014i,DRAViIN4SABLE OF CONTENTS •• •• • • • SHEET SNOWS ..'.•� � :.... .... 1 GLAZING DETAILS... ........ ... 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS.......,. . . 10 CORNER CONSTRUCTION... . 11 EXTRUSION PROFILES 11-12 ° PARTS LIST 12 ANCHORAGE ...... 1,3,4,13 E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 118" HEAT STRENGTHENED GLASS AND (1) 5110" LAMINATED COMPONENT WITH A 318" AIR SPACE. 5116" LAMINATED GLASS COMPRISED OF (2) LITES or 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16" I.G. GLASS COMPRISED OF (1) LITE or 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN ,090 SOLUTIA OR DUPONT PVB INTERLAYER., A G. 13/16" LG GLASS COMPRISED OF (1) LITE OF 118" ANNEALED GLASS AND (1) 7116" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X,XX, XO, OX, XOX AND 7 3. DESIGN PRESSURE RATINGS /COMPARATIVE ANALYSIS TABLES: A, NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI-DADE COUNTY. ID. FOR "X" CONFIGURATIONS SEE SHEET 5, E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR i-14 "COX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR I.-314 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8: H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. A4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION, HEAD & SILL: MAX, 4" FROM CORNERS MAX 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14112" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS. MAX; 4" FROM CORNERS • MAX, 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 14" 534 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9, SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. %7. REFERENCE TEST REPORTS: FTL-3580, FTL-3582, FTL-3587, FTL-3729, FTL4607 AND FTL-4608. area ay. F,K. He vsd By F.K. kwu Pin EX. ursw+s By, F.K, Orr 326/03 A.rs: 7/10013 Reratlns: Pete fiTvisiorrs: /23,V5 O Dare: -4eedhela 12117102 ADO 13/16" LG. d MOVE GLAZWG DETAILS TO SHEEr2 NO CHANGE THIS SHEET ADO 76" HT., GLOSS TYPES F AND G. REVISEANCHORAGE w fa7a 1 Vicd,WOLOGY D+4i1+E NOKOJVS, R. 3d275 Po. tick 1529 M Kcs:'M9s, FL 34274 NOTES AND TABLE OF CONTENTS CA -740 NUM CASEMENT WINDOW, IMPACT ror uY,.� g+.ti 1 13 7045.8 ;,s3:ae3! I t= =, LW? Cfg3, ri 21_ Lucas A. Turner, P.E_ PE #58701 Mechanical _.. • • • • • ••• •• • . ••• * • • • • • • • • • •►• • • • • • • • • • • • • • • • • • • • • • • • • 118" XNhi1E,iL D OR --.090 PVB INTERLAYER 1'IEA?STRENGTNENE❑ GLASS 1/8" HEAT STRENGTHENED GLASS 44 1 .65" NOM. GLASS BITE 5116" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED GLAZING DETAIL t NOTE: PVB INTERLAYER 1 .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 1 318" AIR SPACE — 1/8" HEAT STRENGTHENED GLASS --� BY SOLUTIA OR DUPONT 13/16" 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 118" ANNEALED GLASS Reus4fry P011: Flew F.K. 3/25/03 8 Revs* Dere- RsvisAxar- F iC 7I:L1103 C %lad$y. Dth iinYmd[Hs' F.K. 61"23405 L1 a•ctac =r Dr& tom: 0,o- F.K , 0325/03 9 HAW etAzwo DETAILS & ADD ?31}6" I.C. NO CHANGE THIS SHEET ADD i3f1f"r" LAM! LG. WI7Ii6'LiMI & CORRECT Sf16'L,4MI DETAIL Dale: T '7O TECHNOLOGY DRIVE NOKOMIS, FL .34275 P.Ci. Sox 1529 NOKOMIS:, n34274 ••• 13k4"• • • • • • •• •• •• �•4 • • 5P16" .1 AMIN4TE i pOMPoNENT 1/81?rtAtSTRFEIIG1HENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS :65" NOM: GLASS BITE 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT ,090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLAS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI L GLAZING DETAIL Visibly Better GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT &wait CA -745 a 13 V-Rt.TgA;x: t. ofs A7. Lucca A TumE r. P.E. PE tPSL'241 Mcchenical • • • • • • • • • ••• • • • • • • • • r • • • • • • ••• • • • • s•• • • • •• •• •• • • ••• •• • • • • 1 • • • 1 • • • • • '• • • • • • • ••• ••• ••• • —1 1/2" CENTERLINE 1 1/2" ANCHOR LOCATION TYP. MID —SPAN ANCHOR DETAIL (SEE SHT, 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX O.C. 4" MAX. f 4" MAX, SEE MID —SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 4`° MAX. 7 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. DAYLIGHT -^- OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING C—Th DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID —SPAN ANCHOR DETAIL TYP. (2) O • • ■ •74':i AX. WIDTH • • • tD".MAX.:: • ' • • r • t.YL# jT OPENING 13" MAX. O.C. 4" MAX. I • 4" MAX. --] 30" MAX —DAYLIGHT —.— OPENING 1 X SEE MEETING RAIIkDETAIL (2) A 69" MAX. DAYLIGHT OPENING 7S" MAX. HEIGHT r 14112" MAX: O.C. TYPO ELEVATION "B" — "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION l 0 r i e r i- e a 13" MAX. O.C. 1 - 37'" MAX, 4 60' MAX, FIXED SEE MEETING RAIL DETAIL TYP. VENT TYP. (4) 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 1 a I 14 112" MAX. O.C. VENT HEAD & SILL ONLY ELEVATION "A" — "XOX" (SEE SHEETS 7-9 FOR PRESSURES) P .K.. Pone ay: Fi( Roma Hy: F;K Dame Sy. F.K 3,25/0 fMM 7110103 Oahe: 623/65 Oalsr 12/17102 CHANGE SHEET No. REFERENCES RavlaMtk7 C D ADD HINGE LOCATPON DETAILS CHANGE MAX. HE TO 76 -AND /1,6,L.X DLO 7'O 59" 1]nb. CZ*Fited @ya 107D-TECHNDL O G Y DR PVV NORMS, FL 34275 P.O. BOX 1529 NOi(c MiS, FL 34274 VthilisbReBerter m weft A Fel mon PEra I) annum iay ; TI ant r F.st4, BY ".XX" 8 ".SOX" ELEVA TII NS ALUMINUM CASEMENT WINDOW, IMPACT Nonegkitkiet CA -740 l YTS 3 13 7045-8 0 1r� f 72;)S -- Lucas A. Turner. RE_ PE#58201 Mechanical • • • • • • • ••• • • • • a • • • • • • • • • • • ••• 1 • ■•• . ••• •• • • • •• • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • ••• •,• ••• • DENOTES HINGE LOCATION AT HEAD & SILL OF "}C" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT: 3 HINGE LOCATED APPROX FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL TYP. (2) 37" MAX. WIDTH 30" MAX: -� - DAYLIGHT --- OPENING MAX. ac. 4" MAX. 69" MAX. DAYLIGHT .-OPENING- 4" MAX. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. 0.C. 4" MAX. f 14 112" MAX. 0.C. VENT 4" MAX. HEAD & SILL ONLY 76" MAX. HEIGHT �- - 14 1" a MAX O.C. ELEVATION "`D" - (SEE SHEET 5 FOR PRESSURES) liV,14 Sy Vet: Fit-wsh,n5. F.H. H3�,3aV3 H neksd Dam, R 'IA dYi6Jn ' F . F.-23,25 C ADD HINGE DETAIL it HINGE LOCAT! k'c.of Ely . Cale: REA•AAA:r F,K Maw b Dts.vnBp: Car, ChecMod&y. F IC 12/17/02 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TY'P. (4) 97" MAX. WIDTH -- 30" MAX. 53" MAX. ---DAYLIGHT OPENING pAYLIGNTOPENING 4" MAX thitMAX: ITI/ • • • DAYLIGHT OPENING• ELEVATION "E" (SEE SHEET 7 FOR PRESSURES) NOTE, "X" PANEL MAY SWING IN EITHER DIRECTION r r ~ 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT .. _ - I 13" MAX, 0.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL ,SHT. 3 TYP. (2) 37" MAX. VENT - -- 60" MAX. FIXED - ELEVAT ON "F" w 'XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) CHANGE SHEET NO. REFERENCES N NOTES CHANGE MAX. HT. TO WAND MAX. PLO TO 69' • 4074 TECHNOLOGY DRIVE NCkdMIS, FL 34275 -- PO. BOX 1529 NOKOMIS, FL 34274 "X", ,"O", "XO" & "DX" ELEVATIONS rat' ALUMINUM CASEMENT WINDOW, IMPACT se,�rtiar' scaae• ssn: as�rm. CA -74u NTS 4 13 7045-8 Re V: A 5°" MAX DAYLIGHT OPENING 76" MAX. HEIGHT V -S W,ICT ttC74WErg orr201-nvith Oat ActartnaTts Inzpirvaul Divi a Lucas It Turner, F.E. rE 2'58201 Mer,Isanlcal • • • • • .• • • • •a• • • • • • • • • ••• a . • • • 1.-, • • a 0:0 . • L;o[1 PAIIAT1V AN. •PSIS TABLE 1. • •a'Gr. 11 0 t1PT1CNiS, „X„ WIDDTH-I 19 1/8 24 281/2 ■ { 34 1 36 37 B,E A A B,E A. 5116" LAM 1 1/8"A,.090,118"HS) HEIGHT B. 5/18t' LAM „X„ WINDOWS "HS,.090,118"HS) •• • • •• • • • • • •a. • • • • • • . • T1aST:RE'P'CRTS F 8...3582, FTL-3587, FTL- Aria 118" FIS,.090,118"RS) 90.0 90.0 0 90.0 -90.0 -90.0 A 0201,0 B,E ; -90.0] A B,E A 43,E A B;E - 75.0 - 75.0 -90.0 -90.0 31 PODS NEG 70,0 -90.0 70.0 -90.0 70.0 E -90.0 70.0 -90.0 70.0 POS 0.0 0.0 70.0 70.0 -90.0 70.0 70.0 -90.0 70.0 NEG POS -90.0 70.0 38 3/8 43 48 50 518... NEC POS NEG -90.0 70.0 -90.0 - 90.0 700 -90.0 -90.0 70.0/ -90.0 -90.0 707.01 90.0 -90.0 70,01-90.0 40. € 70.0 -90.0 70.0 : -90.0 70.0 < -90.0 70.0 70.0 -90.0 70.0 - 90.0 70.0 70.0 -90.0 70.0' -86.3.70.0 70.0 90,00 70:0 0.0 70.i -75.0 70.0 -75.0 703:0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 =r 70.0 70.0 PCB .0 70.0 70.0 70.0 NEC POS -90.0 703.0 -947.0 70:4 90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -90.0 70.0 -90.0 70.0 -81.0 70.0 -90:01 70.0 -90,0 70.0 -71.1 70.0 -75.0 70.0, -65.5 65.5 - 75.0 7010 ' -75.0 70.0 -75.0 70.€3 75.0 70.01 -75..0 70.0 -75.0 70.9 -75.0 700 75.0 70.0 -70.4 70.0 -60.4 60.4 75:01 70.0 -75.01. 70.0 -75.0 70.0 i -75.0 70.0 -75,0 70.0 7030`-75.0 70.0'-73.7 70.01 67:9 67.9 70.0 =75.0 70.0 -75.0 707.0 -75.0. 70.0 59.0 -75.01 70.0 X68.4 68.4 -90.0 70.0 54 NEG POS" NEG P05 -90.0 70,0 0.0 70.0 - 90.0 70,0 -90.0 70.0 -90.0-767:90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0: -75,4 700 -90.0 70.0 -90.0 70.0 - 63.9 63.9 -60.0 60.0 -90.0 703.0 F -90.0 70.0 -61.8 61.8 -58.9 58.9 56.1 56.1 .90,0 70.0 -90.0 70.0 -57.6 57,5 -54.9 54.9 -51,8 51.8 75,0 70.0 -750 70103 -75.0 70.0 543 543 -51.1 51.1 ' -47,9 47.9 `: -44.8 44.8 -75.0 70.0 --90. NEG POS -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.07 70.0 -72.4 70.0 -90.0 70.0 70.0 -52,8 52.8 75.0 70,0 -49.9 49.9 -><5.0 70. -58.5 58.5 90).0 70.0 -53.8 53,8 -90.0. 70.0 -48,6 48.6 -75.0 70.0 -75.0 70,0 0 -75.0 70.0 -46.4 46,4 -75.0 -43.5 60 NEG POS -90.0 70,0 -90.0 70.0 -89.6 70.0 -90.0 70.0. -690'69.9 90.0 73.0 63 66 NEG POSNEC PODS -90.0 70.0 -90.0 70.0 -86.3 70.0 -90.0 70.0 - -67.8 67.8 -90.0 70.0 -56,2 56.2 =53.4.53.4 -90.0 70.00-90.0 70.0 -550.4 50.4 90.D 70.0 -45.2 452- -55.0 70.0 -90.0 70.0 -90.0 70.0 -84.2 703.0 -90.0 70.0 -66,2 66.2 -90.0 70.0 69 NEG POS -90.0 70.0 -90.0 70.0 -83.2 70.0 - 90.0 -65.0 - 90.0 -51.3 51.3 -49.8 -90.0 70,0' -90.0 70.0 65.0 70.0 49.8 70.0 -47.7, 47.7 -45.6 45.6 ` -43.9 43.9 ,-90.0 70.0 -90.0 70.0 -87.8 70.1E 2.4 42.4 -75.0 70.0 - 42.2 42.2 -39.7 39.7 - 75.0 70.0 -75.0 70.0 43.5 -41.1 41.1 -38.6 38.6 70.0 -75.0 70.0 -75.0 70.01 -75.0 70.0 TABLE 2, OWS TEST REPORTS: FTL 3580, FTL-3587 GLAZING OPTION: C. 7116" LAM (3/16"1.,.090,3116"FdS ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72"' FIIGFI 70.0 .TABLE 2A. GLAZING OPTIONS C. 7116" L MI (3/16"A,.090 "X" WINDOWS TEST REPORTS: FTL-4507, FTL-4608 118"HS) F,13l16" lAMI (1/8"A,AIR SPACE,7l16" LAMI-WI 3/16"A1-090,3/16`lHS) ALL "X" SIZES UP TO 37" 1110101E X 76" HIGH 55.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR 114" 5994 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE 1S LIMITED TO 69.6 P.S.F. Rem++ey. Deer Rei y"s L' -K 3125/03 R Ra'+*eraY Dam Rens+au F.K. 7/1003 c Rentifi Vet!- itev kw= FA. 6/23/05 D .a Gat.•. Clurdr F. 12/17/02 ADD GLASS TYPE E TO TABLES 1 & 4 NO CHANCE SHEET REVISE ANCHORS & ADD 75' HEIGWT OPTION 070 TECHNOLOGY DRIVE NOKCOMIS, FL 34275 F, G, ficX 1529 NoKolia1S, FL 34274 lfisibty Berrer X PRESSURES- X CONPIG. WINDOWS ALUMINUM CASEMENVT WINDOW, IMPACT CA -740 cat.- Snecc na-••;- N7 S 5 13 7045-8 72 NEG P05 -90.0 70.0 -90.0 70.9 - 81.7 70.0 -90.0 70.0' - 63.7 63.7 -90.0 70.0 -48.3 48.3 -90.0 70,0 - 12.2 42.2 -84.4 70.0 PRODUCE liENEYJ ' corn,lyingwith lh Fkr w. 911iding Cd@ BY ,7; 1 Mira Uiri ,u ;31- 1/"'l Lucas A_ Turner, P.E. PE '58201 Med,a"ical • • •• • •• •• r • • • a 4 • • • • • r • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• •a• ••• ■ • • • • • • • • • •.• ••• • • • • COMPARATIVE ANALYSIS TABLE 3. WIDTH TABLE 4: TABLE 5. TABLE 5A. 3 NI C POS NEG GLAZING OPTION: A. 5/16" L, 11 (113".,.090,1/8"HS.) 38 3/8 POS NEC -- 4 $.1 -75. i 70, r -75.0 70,0 -7501 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75:0 70.0 -75.0 70.0 ' -75.0 70.0 ;_-75.01 70:0 -75.0 70.0 A-75.0 70.0 -75.0v 70.0 -75,0 70.0 -75:0 700 -75.4 70.0 -75.0 70.0 75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.[1 7OE0 X75.0 70,0 -75.0 700 -75.0 70.0 - -73.7 700 -75.0 70.0 -75.0 70.0 -75.0 70.0- -75.0 70.0 "XX1" - 70.4 70.0 - 67.9 67.9 - 60.4 X60,4 - 59.0 59,0 43 NEG POS -75.0 70,0 -75,0 70.0.. -75.0 70,0 - 76.0 70.0 - 75.0 70,0 -75.0 70.0 INDOWS HEIGHT 48 NEC POS -75.0 70.0 -75.0 70.0 76.0 70.0 -75.0 70.0 -74.4 70.0 ..-68.4 68.4 -61.8 61.8 -57.5 57.5 -54.3 54.E -52.8 52,8 50 5/8 54 NEG POS NEG -75.0 70,0 -75.0 7110 -75.0 70.0 -75.0 70.0 -59.6 69.6 -63.9 65.9 -58.9 58.9 -54.9 54.9 -55.2 -60.0 -56.1 ••• • • • • • • • • • • • • • • • ■• •• •• • • • • • • • • • • • ••• ••• r•• ••■ • • • • • • r TEST REPOT T : FTL-3582 NEG POS NEG POS -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 -72.1 70.0 -69.5 69.5 : 67.5 -63:0 63.0 60.8 60 8 -58.0 -58,5 58.5 ; -56.2 56.2 -53.4 -53.8 53.8 -48.6 48.6 -50,4 50.4 -45.2 45.2 -44.8 44.8 -42.2 42.2 -43.5 43.5 -41.1 41.1 T EST REPORTS: FTL-3 82, FTL-37291 GLAZING OPTIONS: B. 5/16" LAM/ (1,18"HS,.090,1/8"HS) E. 13/16" LAMI (1/8'HS,3/8" SPACE,5/18" LAMI-W/ 1/5"HS,.090 1/8"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 75.0 , 70.0 GLAZING OPTI "XX„ WIN P1O !4 S GLAZING OPTION: G. 7/18" LAM (3/16'A,.09O,3118»HS) "XX" WINDOWS ^e tc -I EST PEPO�: T : F T L-3580' ALL "' " SIZES 13P 'I 74," WIDE x 63" HIGH 70.0 TEST REPORTS: FTL-3580, FTL-4607, FTL-4608 NS: C. 7/16" 1-, 1iI (3118"A,.0013,3116"HS) F.13/16`" LAM/ (118"A,AIR SPACE, 7/16" LAMI-W/ 3/16"A;_090,3/16"1 -4S) "XX" SIZES UP TO 74" WIDE x 70" HIGH NOTES: ,A, 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS [3R 1I4" SS4 CRETE -FLEX ANCHORS. 2, IF INSTALLING -WITH #12 -SCREW S, DESIGN PRESSURE 15 LIMITED TO 69.6 P,S.F• PROad Rant Re pat Dow 6/23/05 De", 12/17/02 Revalcum D Gloackatt REVISE ANCF1ORS, ADD TABLES 76' HEIGHT DIMON De 11170 'TECHNOLOGY DRIVE NOKOMIS. FL 34275 P_ O. 8UX 1529 NOKOMIS, FL 34274 -55.0 55,0 Vi..yibiy Bette y PRESSURES- XX CONFIG. WINDOWS r" ALUMINUM CASEMENT WINDCIr11V, IMPACT C.4-740 NTS 6 13 Cbsr r9 Ko. 7045-8 X x PZIOtatitT RENEW= ea ctialRlyin allerlft A pt K'L ,IP . 11 • a ris • . ...: 0 Luc A Tbmer, P.E. PE #5B2O1 M • •• •• • • • • ••• • • • • • • • • • • •• • •• • • • •r• • . • • • • • • • •• • i ••• •• • • • • Ora n CCU'^ A. • IVE AA.I • LYSI TALE 6. 36 39 501/2 '101 531 1/8 105 318 5 i.2 111 66 1 80 120 "O" & "114-112-1141CD7C" WINDOWS TEST REPORTS: FTL--356 ,: 05729, FM -460q, FTL-4508 G ING @PTIONS: A. 5116" LAND (1{8"A,.090,118"Y--1 ,) 8. 5116" LAW [1181-1S,.090,118`HS) • • • It E. 93116" LAM; (118"HS,318" $PACE,55/1 " LAMI-W/ 118 HS,.090,1/8"HS u C. 7116" LAMI (3(16+"A,.090,3116"1-13) • • • • • . • • F,13/16" LAM! 1/8"A,AIR SPACE,7,116" LAMI-W13! "-,.090 HEIGHT 31 36 38 3/13 EB� P0S I -75.0 90.0 70.0 -775,0 70.0 i0.0 1 1 EIKE 75.0 75,0 PUS 70.0 70.0 -75.0 70:.0 O,F.-90.0 B,E B,E 75.0 5.0 1 3 70.0 70.0 0.0 70.0 70.0 0.0 -75.0 70.0 70.0 -75.0 700 -75.0 -75.0 -75.0 -90.0 90.0 0.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 70.0 90.1 70.0 --75.0 -75.0 -75:0 90.0 EMI -75.0 -90.0 70.0 70:0 70.0 60 MOM 1313 1213 EMEIIMIE33 MI MB ISIIIMMEMEMIKEIBM-47,9 MI L 1 1 1 D 75; 1 -70.4 -75.0 90.0 70.0 67,9 70,0 -SO 0 59.0 -75.0 70,0 0.0 70.0 75.0 -90.0 r2.8 75.0 70.0 70.0 52.8 70,0 -49.9 75.0 49.9 0.0 -75.0 47.9 70.0 5.0 70.0 70 0 70,0 -75.0 -90.0 70.0 - 39.7 Pas 39.7 70.0 - 38.6 75.0 70.0 013:0 :75:1.7 58.0 -75 0 1 04.0 30.07 -90.0 E1:1 -90.0 701.0 Ern -75.0 70.0 :. 70.03 -75.0 70 i7 -75.03 11/1:11113310: En -90.0 VII ext 58.7 70.0 911.0 -48.7 -75,0 i 11 1] 58.2 0.0 Le 1521:11111183:1101533 907.0 _ -90.0 X37,9 -75.0 70.0 -Rao 90.0 70.0 1 i 67.8 11- -90,0 75.9 -90.0 70.0 70;0 -76.0 -90.0 70.0 90.0 -75.0 70.0 -90.0 70.0 -48 3 -75.0 75: (1 1 tneansiela -47 -46.9 46.9 � 1 + ECM -75.0 70.0 EMU -75.03 1 1 -907 0 70.0 90.0 1 1 -87.2 70.0 D70.0 -70.3 „ + 1. -668 66.i 49.7 50.0 1 1 # 1 M1 -75.0 70.0 75.0 70.0 75.0 70.0 11 41.3 -39.7 70.0 70,0 47.9 70.0 WEI -46.1 46.4 70,0 5.0 -75.0 -90.0 -14.3 -42.1 70.0 -90.0 70.0 43.6 70.0 70.0 -511.0 50.0 70.0 {90.0 -75.0 70.0 1 1 . --84.5 1 1 1S3CI 70.0 70.0 70.0 70.0 -75.0 706 75:0 0.0 75.0 70.0 38.6 70.0 70.0 57 76 CM POS c P05 FOS RINI= -55.0 55.0 -55.0 5,.0 1111111111111 E 55.0 MD 55.0 -55.0 -55.0 55.0 911111111111111 70.0 70.0 0,0 70.0 WU11: OM ..-4 -40.4 2 11 MW 7►0.0 67,3 70.0 - 67-3 -64.'1 70,0 NEP P4S PO -48.6 PETS 70.0 70.0 48.6 P0S POS 70.0 -55.0 MEM 55.0 55.4 -55.0 55.0 55.0 -55.0 55.0 T111111111111111 69. -55 0 -55.0 En 55.0 55.0 MIME 55.0 -55.0 55.0 num. 1 1 70.11. - 635 63 38,0 -60.5 70,0 70.0 75.0 -88.6 -49.1 -75.0 -86.9 -75.0 -45.2 70.0 -75.0 70.0 1 +i 5 1 1 -78.4 70-0.-,6,a� .1 c,. i 70.0 70.0 70.0 -41.9 41.9 75.0 70.0 70.0 "01" & "114-112-114 XOX" WINDOWS 75.0 39.8 63.6 39.8 -75,0 -60.1 70.0 81.8 39.1 70.0 80.1 70.0 60.0 3 .. . , 70.4 53.8 -49.40 2 6.2 55.0 55.0 -52.6 52.6 -49.6 49.6 -46.2 46. -37 fi �� ma 55.4 -48.4 48.4 1112Z 1111111111111.111111 70.0 -70,8 70.0 'lf -54.5 513,8 M� 70,0 -34.8 . 70<0 =89.13 69.6 11111111111111 -55.@ 55.9 , .,w �®.=" r' 49.4 M®... . . . .._ 37.6 -30. 183-669411F1581..64 .. � 111111111111 -75070.4 . 7170 70.0 -684813. -60.4 + iN, 54.5 -51.6 51.6 47.8 MUM 43.6 �70,0 70.0' -71,0 703.0 67.4- 67,4 - 59.1 - 750 59.1 61.8 -55.9 55.9 - 53.0 37.6 70.Q 591 53.0 -3519 - 71.6 0.0 35.9 70.0 50.0 -46.3 ABLE GLAZING OPTIO 0 7116" LAID (3/161464.09D, THS) TEST REP T: FTL-3580 TABLE 7A, TEST REPORTS: FTL-46 7, -4608 46.3 -46.8 46.8 42.8 NOTES: 1. FOR INSTALLATIoNs IN wooD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR 2. IP INSTALLING WITH #12 SCREWS, DESIGN PREsSURE IS LimITED TO 69.6 P.S.F. hill ADD GLASS TYPE E ro TABLE NO ORANGE TH1S SHEET CHANGE ANCHORS AND ADO 76 -HT, OPTION 43.8 -42.6 43,6 42.6 -40.8 40.8 • • • 4 2 0 0 RENtiligil fkg complying with Iihr Mutt MO.lag Coda AmeNntLer 11§ 44. IthtizIrteg 1070 TECHNOLOOY DRIVE NOKOMIS, FL 34275 Box IMO NOKOMIS, FL 34274 PRESSURES- 0 & 1/4-1/2-1/4 XOX CONFIG. WINDOWS 199, ALUMINUM CASEMENT WINDOW, IMPACT CA -740 7045-8 Lucse A. Turner, P.E. PE 4'58201 Mer.banf cal • • • 1 • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • - • •• • -• • s • • ••• • • • 1 ••• 1 • !• • • • • ••• • • • • • ••• ••■ ••• f • • • • • • • • • • • • ••• • • •i •• • • • • • • • • • • • • • • • ••• ••• • COMPARATIVE ANALYSIS TABLE 8, "X0" OR "OX„ & "1/3-1/3-113 X47X" WINDOWS TEST REPORT: FTL-3582 GLAZING OPTION: A. 5/16" LAMI (1/8"A,.090,1/8"1 -€S) HEIGHT "XO" "XOX" WIDTH WIDTH A 26 31 36 38 3/8 � _: . . 43 48 I 50,5/8 54 57 60 63 NEG 75.0 POS ' 70.0 NEG -75.00 PDS 70.0 NEG -75.4 POS -70_0 NEG 75.0 POS 70.01 NEG 75.0 P08 70.0 NEG 75.0 PDS 1 NEG� 70.0 -75.0 P03 NEG POS,, NEG P08 - NEG PDS ' NEG PDS 37 55 1/2 700 -75;0 70.0 , -75.0 70-0 -75.0 70.0 -75.0 ' 70.0 48 72 A 75.0 70_[ -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70;0 -756 -75.0 70.01-75.0 7[3.€1 s -75.0 70.0 717.0 -75.0 75.0 70.0 743.43 j75.1 75.0 700 70=0 . -75.0 : -75.0 70.0 70 0 49 1/3 74 A -75.0 70:0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 700 53 1/8 X79 2/3 A -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.41 -75.0 -71.9 •63,9 70.0 ` 70.0 63.9 -75.01E -67.7 -60.0 713.0 67.7 60.0 . -72;1 -64.9 58.5 74i.0 64 9 58.5 ; -69.5 -82.7 -56.2 69.5 62 7 55.2 ^ -67.5 67.5 56 84 A -75,0 70,0 -75.0 70.0 ~ -.75.0 70.0 4 -75.0 700 ` -75.0 700 -756 -68,4 70,[1 68.4 ; -60.4 60:4 60 90 A -75.0 70.0 1- a -75.0 70.0 -75.0 700 -75,0 70.13 s -75.0 700 -53.4 53,4 64 96 A _75.0 70.0 _75.0 7a0 -75,0 700 -75:0 -75.0 70.0 70.0 -71.4 -66.4 70.0 66.4 -61-8 -582 61.8 58.2 -58.9 -55.6 -51.9 58.9 55.5 : 51.9 -56.1 -52.6 -48:9i 56.1 52.6 ; 48,9 -53.8 -49:4 53.8 - 494 45.8T-42.8 -50.4 -45.9 50.4 45.9 42.8 ` -47.7 -43.1 -40,3 47.7 43.17 403' 67.333 101 A -756 700 -75.+0 _70.0 -75.0 70.0 70.0 : 70017E 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 -71.8 700 61,8 d, 61.8 : -55.1 55.1 72 ' 74 108 111 A A _75.0 -75.0 70.0 70.{3 -75.6 -75.0 70.0 70.0 ' -75.01 -73.7 70.0 ; 70.0 -70,4 -67,9 70.0 x 67.9 -60.4 -59.0 60.4 -59:[1.- -54.3 -52.8 54.3 52.8 ' -51,1 -49.9 .... . .. 51.1 49.9- . . . } -47.9 -46.4 47.9 ` 46.4 4 4--45:8 -44.8 -4-;5 44.8 �... 43.5 .- 42.2 -41.1 -- 42.2 41.1 -30.7 : -38.6 - 39.7 38.6 TABLE 9. • "XO" or "OX" & "1/3-1/3-1/3 XOX" WINDOWS T1r8T REPORTS: FTL-3582, FTL-3729 GLAZINGOPTIONS: B. 5(16" LAMI (1/8"1-18,.030,1/8 HS) E 13116" LAMI (1/8"HS,318" SPACE,5116n LAM€€ W/ 1/8"HS,.090,1i8"HS) ALL'X0" RJR "DX" SIZES UP TO 74" V TABLE 10. /IDE x 63" HIGH AND ALL "i/3-113-113 XOX" SIZES UP TO 111" WIDE x 63" HIG "XC3„tar "OX" 1/3-1/3-11/3 XOX" WINDOW TEST REPORT: FTL-358 ALL "X47" O TABLE 10A. GLAZING OPTION: C. 7116" LAMI (3116"A,.090,3/16"HS) "4]X" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1 /3-113-1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 090.0 70,01 "XO" or "OX" & "1/3-113-1113 XOX" WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-4508 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16"HS) F.13/16" LAMI (7/8"A,AIR SP.ACE,7/75* LAMM,/ 3/16"A, 090,3116"€ S) ALL "XO" on "OX" SIZES UP TO 74" WIDE x 76' HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 111' WIDE x 76„ HIGH -55,0, 55.0 NOTES: r - 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR 114 SS4 CRETE -FLEX ANCHORS. 2. IF .INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 F.S.F. revae my: F.1C irevw ey: F.K. Reescinr Date` 3125/09 awe: 7/10/ti3 Dare; 5123/05 DC•.9fMt 3p Daie. Gnediea @y. Date: ADD GLASS TYPE E TO TABLE 9 Aro C7i)ANGE *-N5 ShfEET CHANGE ANCI-!OA'S AND ADD 75" HEIGHT OPTION F. K. 12/17102 10711 TECHNOLOGY DRIVE NO COMIS. FL 34275 P.O.SOX 1529 NOlCOM/S, FL 34274 1 1 3 3 3 0 x PRMICFREVISEa h PP.O UCT REM-Oh/FA c&nog w1: was Psi&1p, CO.eEareirelet LesCaS A. Ttamrr, P.E. PE 458201 Mechanica1 Visibly &etrer PRESSURES- X©, OX, 1/3-1/3-1/3 XOX WINDOWS ALUMINUM CASLrME7VT WINDOW, IMPACT CA -740 8 of 13 D.a"¢tp qN 7045-8 • • ••• •• • • ■•• • • • • • • • • • ••■ • • • ■ • • • • • • 0]Is4�PAR4T1 it i.Vi: TABLE 11. • • • • • 000 GLAZING OPTIONS: A. 5116" LAM( (118"A,.090,116"HS) a 5116"LAMI{118"HS,.090,116"HS) WIDTHS 69.2644 86.949 95.073 VENT FIXED E. 13116" LAM! (1!8"H5,318" SPACE,5116" LAW -VW 118" i5,.090,118'HS) • *. • • • • • • ••1 • • • • f 0 0 • ••• • 0 XO o "OX" & "7003X" UNEQUAL LITE WINDOWS f L •RI!RDR 'STL- 80, $Ti."i58':, 1r-0-372 , fTL-4Bi 7, FTL:d6[•8 0.7115" LAMI (3116"A,.090,3115"HS) F, 13116" LAM€yf118"A,AIR S ACEs7116" L-� �'M1i-1N/ 3(10"A,.090,3118' 1-15) HEIGHT 26 NEG A -75.0 19.125 31.014 B,E -75.0 C,F -90.0 -75.0 6,E .I7 C,F 000.0 27 115.892 32 122 33.687 123.13 88:919 A. 54.627 B,E C,F 34 55.1 126.01001 34.791 130 .378 134 55:418 A 9,5 G.F. A 6,E C F. A. 35.896:58.2099 6,E C,F A 36 57.378 2,E CLI A 60 8,E C,F •XQ" & .0 5.0 -75.0 0 75.0 -15.0 -90.0 1 POS 35 NEG P05 70,0 -75.0 70.01;75'0 70.0 -90.0 70.0 -69.1 70.0 ' -75.0 70.0 -90.0 70.0 -53,5 70.0 ,•,.-/5.0 70.0 -901.0' 70.0 -49,9 710 -75.0 70.0."-90.0 70.0 70.0 70.0 8 31 NEG 43 05 NEC PDS 48 NEG PO 70.0 -75.0 70.0.4-74.1 70.0 -64,9 64.9 70.0 -75.0 70.0.":75.0 70.0 -75.0 70.0 700 -90.0 70,0. -90.0 70.0 -90.0 70.0.90,0 70,0 90.0. 691 -63.4 63.4 -56,5 58.5 -504. 50.4 -47:5 47.51-44.1 44.1 70.0 -75.0 70,0 -75.0 70.0 -7E0 70.07 < -75.0 70.01-75.0 70.0 70.0 -90:0 70.0 t -90.o 70.03 -90.0 70.0 -90.0 70.0. -90.0 70.0 60.5 ' -57.2. 57.2 62.1 621 4 -55 2 55:2 -52,6 525 -49.1 49.1 70,0 -79.0 70.0 -75.0 70.0 75.0 70,0 b-75:0 70,0 -75.0 70:0 700 0,0 70.0 -90.0 70.0 90.0 70k•: -90.13 70k' -87.47 7.0 0 535 -50,4 50.4 -54,5 545 , -50.7 50.7 +-45.2 48.2 -44,9 44..9 79.10 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 '70.0 . -75.0 70,0 70.0 -90.D 70,0 0-90.0., 70.0 .84.7 70.0 7'9:5 7D 0'; -73.8 70-0 49.9 -46.64-45.8 -51.3 51.3 -47.4 47-4H455., 5-5 -42,7 42.7 -75.0,,70,0'-75.0 70.0.-75.0 70.0:-75.0 70.0 -90:0 70.0. -78.6 70,0 73.2 70.0 -484 484 'E -44.7 44,7 -42,8 42.6 -75.0 70.09 -75.0 70.0 ,' -75.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 <47.9 47,9 i «44.3 44.3,4 -42.4 42.4 -75.0 70.0-75.0 70.0 -75.0 70.0 -65:0 70.0 -73,1 70.0 -688 68.8 415.7 46.7 431 43.1 '-+41.6 41.6 -75.0 70.0 -755.0 70.0 f -75.0 70.0 -82.8 70.0. -71.3 70.0 -67.3 67,3 505/8 NEG PO 54 57 .. 50 63 NEG 60 70 6 0 6.1 -75 0 57 72 6 PUS NEG PODS NEG POS NEG POS NEG P05 70,0 -90.0, 70.0 -912.0 70.0 -90.0 70.0 -55.0 55.0 -55.0 55,0' -55.0 55.0 70 5 .1 -56.1 56.1 -53.3 53.3 -5D.5 50.5 0 -75.0 70.0 75,0 70.0 -75.0. 70.0 70.0 -75.0 70,0 70.0 -90.070,0 .47.3 47.3., -44.0 44,0 -75.0 70.0 ` -75.0 70.0 -90.0 70.0 -90.0 70.0 70,0 -46.8z 46:5 -43.5 43.6 70.0 -75,0 70.0 d-75.0 70.0 -90,0 70.0 -90.0 70.0 -75.0 70.0 -75,0 -90.0 74.4 70.0 70;0 - 75.0 70,0 -90.0 70.0 -74.3 70.0 - 75.0 70.0 -90.0 70,0 42.9 70.0 -75.0 70.0 - 90,0. _ 70.0. -75.0 70.0 -90:0 70.0 -43,6 43:5 -75.0 70,0 -90.0 70.0 -43.5, 43:5 -75.00 70.0 -90.0 70:0 .42.2 42.2 -75.0, 70.0 -90.0. -70.0 -42.6 42.6 -75.0 70.0 -90,0 70.0 -75.0 70.0 -90.00,70.0 -41.0 41.0 -75.0' 70.0 -90.0 70,0 -39.7 39.7 -75.0 70.0 -90.0 70.0 -66.3 66.3 -41.4: 41.4 -75.0 707,0 - 64.7 64.7 41,1.. 41.1 -75.0 70.0 - 664.1 64,1 45.1 -41.5 41.5 -4-0 40.4 38,9 -76.0 70.0 a -75.0 -79.9 70.0 -59.3 45.0 45.0 -41.4 -75.0 6 -75,0 70.0 -55.3, 65.3 -40.3 40.3 70.0 -75.0 70.0 -75.0' 70.0 70.0 -69.1 69,1 -59.1 65.1 43 5 -40.4 404 -35.2 39,2 70.0 : -75.0 70.0 -75.0 70.0 70.0 -67:3 67.3 -63.3 63,3 -75,0 60.6 -38.6 40.2 70,0 62.5 38,9 70.0 50.6 38.8 -75.0 70, -60,5 60. -37,7 37,7 -75.0 70.0 -59.1 59.1 WINDOW WIDTHS EQUAL THE SUM o6 THE VENT WIDTH AND THE FIXED VVIDTH. NEC POS- NEG -41,6 41,6 -39.2 39.2 -36.9 36.9 -75,0 70.0 -75.0 70.0 "73.8 70 -90.07 70.0 -89,4 70.0 -85.2 70.0 -55. -46.2 46.2 -43.6 43.6 -+31.1 41,1 -75.0 70.0 -75.0 70.0 -75.0 70.0 -81.9,070.0 77.2 70.0 -42.0 42.0 -40.1 40.1 -38.0 38.0 -75.0 70.0 -75.0 70.0 .7 5.0 70.0 -69.7 59,7 -66.3 66.3 -631 63..1 -55.0[55. -407.7 40,7 -38.6 38.6 -36.0.4 36,8 70.0" -55,0 POS 55.0 -55.0. 55.0 _55.0 75,0 70.0 -75.€} 70.0 -73 2 70.0 -54.83 64.5-61,4 61.4 -58.8 56.6- -55"0: 55.0 -39.5 39.5 1 -37,5 37.5 ; 35.7 35.7 .0 70.0"-74.9 7£4.0 . -7.1.4 70.0 -61.0 61.0 : -55.4 58.4 X55.7 55.7 X52,'11 52. -39,3 39.3 -37.3 37,3 -35.5 35,5 -75.0 70.0.-74.6 70.0 71.0 70,0 - 601"5 60.5 -57,9 57.9 -55,2 552 -5.1.5 51. -38.7 38,7 -36,9 36.9,-35.D 35.0 - 75,0 70.0 -73.7 70,0-70.1 70.0 -59.2 59.2 -56.5 56.5 -53.8 53,8 - ▪ 37.7 377 -36.2 36.2 -34.3 34.3 75.0 70.0 , -72.4 70,0 -58,6 08.6 50-1 -57.6, 57.6 -54.7 54.7) -51.9 51.'9. -4 8.1 48.1 -37.6 37.6 ' -35. -75,0 70.0,-72,3 70.0 6.1 57.4 57.4 -54.6 54.6 - 36.7 30.7 -35.5 35.5 73,3 70.0, -71.0 70.0 -55.9 55.9 -53.0 53.0 34.3 34. -68.5 68,5 -51.7 51.7 : -48.0 48.0 3.7 33,7 -57.4 67.4 55.0: -55.0 $ 55.P 55,0 -56.00 55,0 -55.01.55.0 -52.2 $ 52.2 -47.7 50. -47.7 47.7 -44.6 47.7 .6 7.2 47.2 -44:0 44,0 5.8 45.80 -43.0 43.0 -43.91 43.9 -41.91 41.6 -60.0 50.0 -46.3 46.3 -4 TABLE 1 GLAZING "X 7" t r"OK" & "XOX" UNEQUAL LITE WINDOWS OPTION: D.7/15" (ANTI (3118"HS,.090,3116"H5] ALL' 80X" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 00" MAX. FIXED WIDTH AND ALL "XO" 03' "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXEI] WIDTH TEST REPORT; FT1.-3550 3.8 43.8 -41.8 41.8 (TAB 1 E 12A. "XQ° Dr "13X" & "XOX" UNEQUAL LITE VVINDOWS TEST REPORTS: FTL-3580, i=TL-4607, E11-4608 L GLAZING OPTICH 6: D. 7/16 LAM/ (3 6"H5,.0902/16148) G. 13116" I.AMI (1J$"A,AJR SPACE,7116" LAMI-W/ 3/16115,.090,3116 1-18) ALL XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND 1-55.0 55.0 ALL "X01" Qr "DX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. r1XED WIDTH NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" T APGONS OR 1/4" S54 CRETE -FLEX ANCHORS. - 2. IF INSTALL NG WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. fld Py: F K. R6mx! By F.K. 92x133 Daic MOW Csfe,. 6023,05 irsfa.- FX 12117/32 AellEpofM B Ravxran,= C i3'errsnny. .40D GLASS TYPE E TO TABLE 11 NO CHANGE TH(S SHEET feev-e 1 FJC CHANGE ANCHORS AND ADD 76" HEIGN7 OPTION Cr rcitad 6y Da!e: Wm TECHNOLOGY DRIVE NOKOM1. , FL 34275 P.D. BOX 1529 NOK009, FL 34274 Lie 'r CbgtebiR 42.8 -40.6 40,8 PRESSURES- UNEQUAL CONFIG. X0, OX & XOX r: AL UM/NUM CASEMENT WINDOW, IMPACT 5- X UNEQUAL LITES UNEQUAL LITES 0 x UNEQUAL LITES Pettiana gp,nbx5rc syvc; sb.tt u --,r nw. CA -740 j NTS 9 "" 13 7045-8 16741/or tunas A, Turner. P.E. PE #58201 Mechanical • • • • • • • • ••• • • • • • • • • ■•• •- • • ••• •• • • ••• •• •• •• • • • • • • • • • • • • • • • • • • • ••• ••• ••• • • MAX. HEIGHT (SEE SHTS. 3 & 4) Rcwad 13 FK. P.K. Rwsd Qy. F.K. F.K.Orawn REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A, MAX, VENT DAYLIGHT -•-•-] I OPENING (SEE SHT, 3) VERTICAL SECTION OPERABLE UNIT MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) SHOW TOP HINGE CHG.SHT_ NO. REF AND ADD ITEM BO oars: 12/17002 chwirad ey-- pals: VERTICAL SECTION FIXED UNIT 70 FECIINOLOGYL]RIVE NOKOMIS, n .34275 F.O. BOx 1579 NOKOMIS, FL 34274 MAX. FIXED LITE DAYLIGHT OPENING (SEE SI-fT. 8) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) • • • • • • • ••• • • • • • • • • • • • ti • —• —"'� ••• •• • • . • ReFEffNCE "XO" & "XOX" FRAME •• • ! ASSI21013LY DETAIL, SHEET 11 A, .••• • REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 , MAX. WIDTH (SEE I -T. 3) HORIZONTAL SECTION - XX MAX. VENT 1- DAYLIGHT OPENING -•� (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X rter ONa;ai�Ln' SECTIONS °rte: ALUMINUM CASEMENT WINDOW IMPACT CA -740 7045-8 Eibt)91.K7 REVIMI » br wit& the Mall Meggacotk keptOigm r4e0S-=.1 11 Preadatt PRODUCT RENEWED A5 toritAyittg with the Fier & 'fiddling Bids AcetpilcNo ?e E 'oat Re ihae Phi on Lucas A. Turner, P.E. PE 159201 Mechanical • • • • • • f • • • • 6 • • •0• • • • • • • • •• •• • •!• • s • • • • ••• • ••• •■ • • • ■ • • 16.--11r—• • f } • • • • : FPAMEASt MBLY • •tLfIgL, MAT'L: 6063-T6 "X" FRAME .IAMB FRAME ASSEMBLY TUBE, MA'L'L: 6063-T6 "X" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL " 11 FRAME ASSEMBLY DETAIL #12x1 PH TEK SMS 13" MAX, O.C. WI (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX, O.C. WI (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB #6x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL raevxd ey; Oafe: F.K. 3125!03 Rowx%Ny. Dare: F.K. 7!147/03 Rom! d}: Palo. F.K. 5'23105 !Hawn &r. Prla: F_ K. 12/17/02 Rn e Re• D r.r„orkadsy ••[ • • •• • NOTE: ALL ALUMINUM SHALL BE OF 6063-T6 • • • ••: • -: : • 1.376" - SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL NO C 1AN&E THIS SHEET NO CHANGE THIS SHrEr ADD ITEM 89 ;laps 1 bea .095"J • • • • • • • • •• ••• • .440" CASEMENT BACKING PLATE IiVIATL: 6063-T6 DWG# 7071 1 .434" 2.854" .062" NOM. 1.159" 2.139" SASI--I FRAME HEAD, SILL, JAMB MAT'L: 6053-T6 DWG# 7003A FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063-T6 DWG# 7005A .062" NOM. 2.784" 2.919" FRAME HEAD, SILL, JAMB MATL: 6063-76 DWG# 7002A 070 TECHNOLOGY DRIVE N01(OMMS, FL 34275 P O, SOX 1529 MORONS, FL 3427"4 Visibly Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT NTS "Ron -MT 11Evestag m51600040 1#14 rkelft !Item C fl :N :wED qr&5 a mKt t4: Tai Earirsthai Was I3y, }311 Lucas A. "i Jmer, P.E. PE #58201 Mechanical • • • • • • • ••• ■ • • • • • • • • • • • • a • ••• • • • • • • • • ••• • • ••■ r• • ■ am- • ••t • • • • • • • EM. . MVO •• •POT. # • 2 7002A PARTS I ..IS'. DESCRIPTION ,MAIN FRAME - HEAD, SILL & JAMB S 1155 781PQA ,if -8 X 1 QUAD PH S'MS 70011 4 6 7 S 9 3.0 11 12 13 14 15 16 77 18 19 20 21 22 23 24 25 26 7003A 1155 7017 -- 7009 7024 7026 7014 1157 7013 7015 7026 7027 7030 7031 7032 7033 7022 7023 30 31 32 33 40 41 43 44 45 46 50 51 52 53' 54 55 67 68 69 70 7036 7042 1224 1634 7006 7040 1635 331 7004A FRAME CORNER KEY 112"X112"X118" CLOSED-LE1 T FOAI,4 TAPE SASH -'IOP, BOTTOM & SIDE RAILS 781PQA #8 X 1 QUAD PH SMS 67017K BULB WEATHERSTRIP .187X.240 NASI-ICORNER IC Y MAX3M MULTI -POINT LOCK , LOCK SUPPORT` PLATE .010-24 X .562 P11. PN. TYPE F ., + ULTI-LOCK KEEPER (It.LL. & La) 7f3X7JIPPS1 S 48 X .875 P1]. PN, 5MS -I-TIE BAR GU iL7B TIE BAR ASSEMBLY MAXIM DYAD O?ERATOR MAXIM DUAL ARM c]PERATOR 0I'ERATOR GASKET BA G PLATE 48-32X .375 PII. PNt. TYPE 13 STD BRACKET (LIE & R.I1.) 785824 r#1 X 518" ELT, NIL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP-ONIiANIJLE 12" HINGE (HEAVY DUTY) 710x 121 P 410 X .500 PEI. P&. 617247 6163K 616351 60976 78x12PSTW'/H 67004 7I2X]PPT 5116' LAMINATED (1/SA &. 1/811S GLASS) 1390 IN'I'E11LAYER - SOLUTIA OR DUPONT PVB 5/16" LAWN/Ala/ (118115 & 118118 GLASS) .090 ]NI'ERLAYER - SOLUTIA OR DUPONT PVB 7116" LAMINATED (3/16A & 31161S GLASS) .090 INTERLAYER - SOLUTIA OK DUPONT PVI3 71145" LAMINATED (3176Ns & 3/16115 GLASS) .090 IN'IERLAYER- SOLUTIA OR DUPONT PVB GLAZING BEAD (5116' GLAZING BEAK (7/16") V]NYLBULI3 WSTP (THICK) SILICONE - DOW CORNING 899, 995 OR EQUIV. PARABONT SETTING BLOCK SCREEN FRAME SCREEN CORNFR KEY SCREEN CLOTH SCREEN S1'LiNE - SERRATED CASEMENT SCREEN CLIP #8 X .500 SQ. PN, TEK SMS CASEMENT FRAIVII: ASST. TUBE 432 X 1 "PIA. PHI{... 'TEL . LOCK SUPPORT PLATE LOCK SPACER Dab: 3175493 Rarsu Qy. P.K. Rend ify: F.i[ rEtvid ray. Dram By. K Cam: 7110173 noir 8/23/05 Dale. 12/17102 CAecked Ry- 70I1 7012 7019 711573 SNAP-ONT-IIANDLE KNOB 7018 7FLD] 1 D FOLDING HANDLE Ra.vFro"c: - 0 4eYh1V+1F. C Rernalas_ 0 ADD 13116`LG. GLASS A GIATJNG BEAD NO CHANGE Th1S SHEET ADD EQUIV.. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 • • • w PAR' tIgt•Ct7N'. ■ • ITEM DWG PGT.# -•- aLDRi 'RIP IOIsr.a 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEF.PEK 75 70834A 48 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 78]PQA 48X 1 QUADPNSMS 82 7010 FIXED FRAME CORNER KEY 83 S5 7007 7047 67407 INSTALLATION HOLE COVER GLAZING BEAD (13116" Lai 86 13116" LG. GLASS (1/8"15, AIR SPACE, 5116"Le iMI) 5/16'" L-AMl (2) L1TES OF 1183-15 GLASS will AN.090 INTERLAYER - SOT LiITA OR DUPONT PVB sr 13/16" {fir. GLASS (118"1{5, AIR SPACE, 7/16"LAMI) 7/16" LAMI = 3116A & 3r16I S GLASS WfB ARO% - SOLUTIA OR DUPONT PVB 88 - 13/I6" LG.. GLASS (1/8'118, AIRSPACE, 7116"LAM) 7116" LA111= 3/16IIS & 31161IS GLASS WITIn AN.49O 1N3ERLAYFR - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT ]3AC{1IG PLATE (SEE NOTE 4, STET 13) 1070 TECHNOLOGY DRIVE NOKOMIS. Ff. 34275 I°.O..BOX 15211 Amomds, FL 34274 .050" 5116" GLAZING BEAD MAIL: 6063-T6 IJVVG# 7036 .Jr23n .865" 7/15" GLAZING BEAD MATL: 6063-T6 DWG# 7042 .040" 1.000" .423" '-f 1 ---- CASEMENT SCREEN FRAME MATL: 6063-T6 DWG# 7006 V i.hly Becrer -1:99 7flf_.28t1 .040" I .172" .870" .050" -Li 1— .569" 13116" GLAZING BEAD MATL: 6063-T6 DWG# 7047 .125" .062" 1.124" .093° CASEMENT FRAME ASSEMBLY TUBE MAT L: 6063-T6 DWG# 7004A PARTS LISTS EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT 12 13 INSTALLATION HOLE COVER MATL: 6063-T6 DWG# 7007 4-4 nzeit PRODEXT 1EI+IEJI'O ms ceelply nr with llae Fiera& BuiXn eel 1 im 1ro ita Lucas A 1 Lmer, PE 1isaz41 Mechanical •• • f ••• •• • •• miamm • • t 0 4 • • • •A• • • • • • • • • • • • • • • • • • • • • •0• f • • • •• • • • • a •• • • • f'' • • • • • It • ■ 2x 10dI BUCK (SEE NOTE 3) 1/4" MAX. SHIM ••0 , SEE NIT: A Ix WOOD BUCK (SEE NOTE 3) 114° MAX. SHIM -- , -SEE NOTE 1 �i SEE NOTE 4 r-�- 1 112" 1 MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 114" MAX. SHIM ,, SEE NOTE 1 1 114" MIN. b SEE NOTE 4 A, 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -— ' EETi ]OTE2 • OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK A SEE NOTE 4 • ••• • .• • •• • • •• • • • • • •• f • R . ▪ ix WP� i UCIt s•• •fw (SEE NOTE 3) 114" MAX. SHIM •• • • %3+ SEE NOTE 1-, 1/4" MAX. SHIM LSEE NOTE 1 1112"L- MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1.114" _.] .111/4» MIN. MIN. OPERABLE UNIT FRAME FIXED UNIT FRAME TO CONCRETE TO CONCRETE SEE NOTE 4 .SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 112" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 114" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 112". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 SCREWS, 114" ELCO TAPCONS OR 114" ELCO 854 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY•OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI-DADE COUNTY. Ref Ryr. L's r Re.. 441 F.K. 3125103 B ayr 7ter7sreru: F K 7/10/03 C T"sdDF, O. Rorsor., F K. 6/23/05 D a&ewa8y: Dal* I.-7+KPoYd F.K 12117,02 NO CHANGE THIS SHEET NO CHANGE THIS SHEET REVISE NOTES AND REMOVE 3/16" TAPCONS F, #7.I SCREWS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOX041I5, FL 34274 Visibb, Better ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 3 a 13 r3'. 7045-8 mantra at Fibritis PRODifer RENEWED as olinOying, wlhiktMelds s"ka gC,de AMMO -cell ratia2 DOE PRAMIC6aRyli `rte I: (<' Lucas A. Tumer, P.E. PE #55201 Mechanical t be • • ••• • • • • i •• •. „ • • • • a••• • • • • •• • • • • 4000 • • • • •• • • • • • • • • 0 04 0 • • ••• • 0001 • • •0•• 1 Building & Zoning Department 405 Biltmore Way, Third Floor Coral Gables, Florida 33134 Tel: 305-460-5235 Fax: 305-460-5261 f. www.coralgables.com " MCOL # CITY OF CORAL GABLES BUILDING AND ZONING DEPARTMENT Permit Application cizu*itG I i C644t 'ED lhY PLlCA1dIT A corky a ,�4',IJu [G TO FS 713.35 Date: as -16 I zo w Application #: Permit. Change: 0 Change of Contractor Permit Extension Permit Renewal Permit Revision Permit Supplement Permit Type: 0 Building 1, Electrical Mechanical Plumbing Roofing Misc. App. Date DESCRIPTION OF WORK (PRINT): -34/4 (AivAsos: niceis '1144 Rti-i4 31 73T.rrf--- ,3 A loo PROPERTY OWNER:, Name: ` � � �.Y1"I 1'i�' Address: (3 - City/State/Zip: ]00 es �L - Telephone No.: , ARCHITECT: Name: Address: City/State/Zip: Tel.: BONDING: Name: Address: f Telephone No.: aster Permit #: 5 (--(005-4f4001) Control #: Project Information: 0 Commercial: Residential: Linear Feet: 0 Square Feet: 41 2 • (4 0 Value of Work:A 0)6 2_(.1,57 op 0 PROPERTY LOCATION: Address: i D igVe. r/ a S FL - Folio #: ,13�i3 U I f0 o Lot: Block: Subdivision: Plat book: Page: CONTRACTOR: t j,'G4dre Lt fl l Address: 773537 .(,,?0 4S r" City/State/Zip: pi, i .{nil - -L._ Lice?23esvo No,: /Telephone No.: 3 — ar-673 ENGINES Name: � S to - Address: q t i) tfa 5r City/State/Zip: j&n,t; -L Tel.: 74,— -17 Address: Application is hereby made to obtain a permit to do work and installations as indicated I certify that no work has commenced prior to the issuance of a permit and that all rtk will be performed to meet the standards of all laws regulating the construction in the City of Coral Gables. I understand that a separate permit must be secured for 1•:.t ECrRJ ' I MBING, SIGNS, WFJ fi, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING, AWNINGS, ETC. The Histetieal Resources D'epartment's approval is ii' rior to the issuance of a demolition permit. WARNINGTO OWNER: Failure to record a notice of commencement may result in you paying twice for improvements to your property. If you intend to obtain fin g, consult with your lender or an attorney before recording your notice of commencement. OWNER'S AFFIDAVIT: I certify that all the fore g ' .,. rmation is accurate and that all work will be done in compliance with an applicable laws regulating construction and zoning. Signature of Owner ' ' Signature of Qualifi rir— r•w-rw il�l r.taa- ,11 id. Farm 101 IR 1111111 111111111111111111111111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.03-511 x-006-0250 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: TFIE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. CFH 201080266-! 7 3 OR Kk 27257 Pa 4t96; (log) RECORDED 04/21/2010 15:43:€00 HARVEY RUVIH? CLERK. OF COURT MIAMI -DADS. C0UHTY r FLORIDA LAST PAGE c 1. Legal desc d ddr � � i�L GC} ILa AI LEI, FL 331-56-6321 °ice Qodio 2. Description of improvement: 3. Owner(s) name and address: INSTALLATION or WINDOWS & DOORS GRACE ESCALONA Interest in property: Name and address of fee simple titleholder: 21 0 8 SECURE WINDOWS & DOORS INC 4. Contractor's name and address: N'VV 4(5 51 Rt±T MIAMI, FL 33166 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: a LL LL n- ¢w 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the taenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner jA Print Owner's Name C.=�ipt! CC[1C1[ItVj Sworn to and su • . d bed re a his . 0 day of Acf t ( , 20 1c� Prepared by --kcb dri'de,fleif Address: 1055 PW My commission expires: Notary Public Print Notary's ame ;y SUSAN M. PIEDRA-LARA MY COMMISSION R 0D91 ?7 EXPIRES. , . 01 IGWI� 5((pce, 0 RA LJ HAB B \A LJ DA EGRESS) K) LEFT N) 77'-6" NOT PART OF THIS PERMIT EGRESS) n) REAR STOR. CL BATH BEDROOM BEDROOM BEDROOM BATH UTILITY BATH H) LIVING FOYER o A' o A H) DINING KITCHEN D) KG-) G) A) (EGRESS) FRONT B> NOTE: MEAN ROOF HEIGHT : 34'-0" ROOF TYPE : 4:12 FIRST FLOOR NOT PART OF THIS PERMIT FAMILY ROOM KF1 G) EXISTING STEEL COLUMN(BY OTHERS) RIGHT d- REVISION: DATE: 05/07/10 SCALE: 1 /4" = 1" DWG. BY: M.R.Z. JOB #: 300 1 of 6 LEFT 77'-6" REAR BEDROOM EGRESS) A) EGRESS) BEDROOM W/C BATH A) FRONT NOTE: MEAN ROOF HEIGHT : 34'-0" ROOF TYPE : 4:12 SECOND FLOOR FAMILY ROOM RIGHT c1- w H PROJECT: LOCATION: 850LUGOANTE DATE: 05/07/ 10 SCALE: 1/4" = 1" DWG. BY: M.R.Z. JOB #: 300 2 of 6 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE; MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMING,ETC) SHALL BE DESIGNED BY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL, EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. NOTE 5 : ALL, WINDOWS SHALL NOT HAVE A SILL HEIGHT LESS THAN 36" ABOVE THE FINISHED FLOOR, UNLESS A CODE APPROVED PROTECTIVE BARRIER IS PROVIDED. C" 106-1 /4" X 63"(X0X)(1 /4-1 /2-1 /4-CONFIGURATION) SERIES C- 740 ALUMINUM CASEMENT WINDOW -IMPACT N.O.A.: 08-0117.11 ZONE 4: +55.2 -60.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS 090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS EGRESS) 3'-6" E" 26-1 /2" X 63 "(0)(FIXED CASEMENT) SERIES C- 740 ALUMINUM FIXED CASEMENT WINDOW -IMPACT N.O.A.: 08-0117.11 ZONE 5: +55.2 -74.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS 090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS EXISTING STEEL COLUMN(BY OTHERS) 4'-4" z A) ( ecxcss) FRONT ELEVATION B) c) a D) 31_911 A" 74" X 50-5/ 8"(XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW -IMPACT N.O.A.: 08-0117.11 ZONE 5: +55.2 -74.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS 090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: U8" H.S. GLASS F" 53-1/8" X 63"(XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW -IMPACT N.O.A.: 08-0117.11 ZONE 5: +55.2 -74.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS 090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS NOT PART OF THIS PERMIT E> B" 37" X 50-5/8"(X) SERIES C- 740 ALUMINUM CASEMENT WINDOW -IMPACT N.O.A.: 08-0117.11 ZONE 5: +55.2 -74.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS 090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS D" 74" X 3 8-3/8 "(XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW -IMPACT N.O.A.: 08-0117.11 ZONE 4: +55.2 -60.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS 090 SOLUTIA OR DUPONT PVB INNNERLAYER INTERIOR LITE: 1/8" H.S. GLASS 0 M v w z PROJECT: LOCATION: 850LUDOAVE DATE: 05/07/10 SCALE: 1/4" = 1" DWG. BY: M.R.Z. JOB #: 300 3 of 6 NOTE l: NOTE 2 WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMING,ETC) SHALL BE DESIGNED BY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. NOTE 5 : ALL WINDOWS SHALL NOT HAVE A SILL HEIGHT LESS THAN 36" ABOVE THE FINISHED FLOOR, UNLESS A CODE APPROVED PROTECTIVE BARRIER IS PROVIDED. EXISTING STEEL COLUMN(BY OTHERS) E> II 0 M RIGHT ELEVATION E" 26-1/2" X 63 "(0)(FIXED CASEMENT) SERIES C- 740 ALUMINUM FIXED CASEMENT WINDOW -IMPACT N.O.A.: 08-0117.11 ZONE 5: +55.2 -74.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1 /8" H. S . GLAS S 090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1 /8" H.S. GLASS PROJECT: LOCATION: 850LUGOAVE l DATE: 05/07/10 SCALE: 1/4" = 1" DWG. BY: M.R.Z. JOB #: 300 4 of 6 H" M.O. 103" X 79-3/4" (NOMINAL) 1) 71-3/4" X 79-3/4" (DOOR); (2) 15-5/8" X 79-3/4"(SIDELITES) FD-101 OUTSWING FRENCH DOOR W/SIDELITES - IMPACT N.O.A.: 07-0629.10 ZONE 4: +5 3.3 -5 8.0 GLAZING: 3/8" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS 090 DUPONT BUTACITE PVB OR SOLUTIA SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 3/ 16" H.S. GLASS NOTE: REINFORCEMENT OPTION IS REQUIRED AT DOOR/SIDELITE CONNECTIONS. L. J 2'-7" G) NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMING,ETC) SHALL BE DESIGNED BY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. NOTE 5 : ALL WINDOWS SHALL NOT HAVE A SILL HEIGHT LESS THAN 36" ABOVE THE FINISHED FLOOR, UNLESS A CODE APPROVED PROTECTIVE BARRIER IS PROVIDED. J' 4'-2" }' `0 1 EGRESS) o) G) i C q 3'-9" M.O. 94-3/4" X 79-3/4" (NOMINAL) 1) 63-3/4" X 79-3/4" (DOOR); (2) 15-1/2" X 79-3/4"(SIDELITES) FD-101 OUTSWING FRENCH DOOR W/SIDELITES - IMPACT N.O.A.: 07-0629.10 ZONE 4: +5 3.3 -5 8.0 GLAZING: 3/8" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS 090 DUPONT BUTACITE PVB OR SOLUTIA SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 3/ 16" H.S. GLASS NOTE: REINFORCEMENT OPTION IS REQUIRED AT DOOR/SIDELITE CONNECTIONS. a a 0 a 14 0> EGRESS) i i 2'-1" H) 5 3 -1 /8" X 63 "(OX) HR-710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 07-0815.09 ZONE 5: +55.2 -74.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS 090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN. GLASS 01" 61-3/8" X 79-3/4" (NOMINAL) FD-101 OUTSWING FRENCH DOOR IMPACT N.O.A.: 07-0629.10 ZONE 5: +5 3.3 -70.1 GLAZING: 3/8" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS 090 DUPONT BUTACITE PVB OR SOLUTIA SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 3/ 16" H.S. GLASS H) 3,-6" REAR ELEVATION K1" 53-1/8" X 50-5/8"(OX) HR-710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 07-0815.09 ZONE 5: +55.2 -74.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS 090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN. GLASS O" 61-3/8" X 79-3/4" (NOMINAL) FD-101 OUTSWING FRENCH DOOR IMPACT N.O.A.: 07-0629.10 ZONE 4: +53.3 -58.0 GLAZING: 3/8" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS 090 DUPONT BUTACITE PVB OR SOLUTIA SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 3 / 16" H.S. GLASS NOT PART OF THIS PERMIT U W U PROJECT: LOCATION: 850LUGOAVE DATE: 05/07/10 SCALE: 1/4" = 1" DWG. BY: M.R.Z. JOB #: 300 5 of 6 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMING,ETC) SHALL BE DESIGNED BY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. NOTE 5 : ALL WINDOWS SHALL NOT HAVE A SILL HEIGHT LESS THAN 36" ABOVE THE FINISHED FLOOR, UNLESS A CODE APPROVED PROTECTIVE BARRIER IS PROVIDED. ANTI 37" X 26"(0X) HR-710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 07-0815.09 ZONE 4: +55.2 -60.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1 /8" ANN. GLASS 090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1 /8" ANN. GLASS 74" X 50-5/8"(0X) HR-710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 07-0815.09 ZONE 5: +55.2 -74.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1 /8" ANN. GLASS 090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1 /8" ANN. GLASS E" 26-1 /2" X 63 "(0)(FIXED CASEMENT) SERIES C- 740 ALUMINUM FIXED CASEMENT WINDOW -IMPACT N.O.A.: 08-0117.11 ZONE 5: +55.2 -74.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1 /8" H. S. GLAS S 090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1 /8" H. S. GLASS EXISTING STEEL COLUMN(BY OTHERS) LEFT ELEVATION 53-1/8 X 50-5/8"(0X) HR-710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 07-0815.09 ZONE 4: +55.2 -60.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1 /8" ANN. GLASS 090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1 /8" ANN. GLASS 62-3/8" X 50-5/8"(OX) HR-710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 07-0815.09 ZONE 5: +55.2 -74.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS 090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1 /8" ANN. GLASS PROJECT: LOCATION: 850LUGOAVE ATE: 05/07/10 SCALE: 1 /4" = DWG. BY: M.R.Z. JOB #: 300 6 of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cn G) ELEVATION A -A BUILDING CONTINUES BUILDING CONTINUES 53-1/8" X 63 "(OX) HR-710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 07-0815.09 ZONE 5: +5 5.2 -74.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1 /8" ANN. GLASS 090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1 /8" ANN. GLASS ELEVATION B-B J" 63 -5/ 8" X 77-1 /4" (NOMINAL) FD-101 OUTSWING FRENCH DOOR IMPACT N.O.A.: 07-0629.10 ZONE 5: +53.3 -70.1 GLAZING: 3/8" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS 090 DUPONT BUTACITE PVB OR SOLUTIA SAFLEX/ KEEP SAFE MAXIMUM INTERLAYER. INTERIOR LITE: 3/16" H.S. GLASS CHITECT: PROJECT: LOCATION: 850LUGOAVE DATE: 05/07/10 SCALE: 1 /4" = I" DWG. BY: M.R.Z. JOB #: 300 6A of 6 t. l ,, ,.,1 t" 8, j ;', y 4 t ..:` i,.0.:,--;:kzo,=Kwitte:..),- tavrom474.....V't.%"*.,....s.... ' tvfo,,,,t4"4,Se•W?,40"( MLS Cry) 00C eS--• I DOPaTtin rt 1.0Q.S16 00 „ 0 A it Aoprovcci n B y Lti,. I .? Pfll 1 a W. e //6 i i , 4,,. 1 ,„. , L. E t„1,' firt, ; tiar • • . tt iti#f„,,,772-4"(1*,)f;e4. an[A-.6/-- BU}LDING FILE STREET ADDi5S wmFwfrraWllit.vr ...vralr M...i.twCeYmliiluuwmm WMW i ',p. °F , t ., • • rteti. EST BORING •REPORT arPTH DESCRIPTION o1 MATERIALS 11. .' [)0 r I.i , lTL ran 1 ime-roc k ;1.And, Coi i 1 u•tii Likiri I:ii ifc L ant ITtiar1. f, 31!owi;'int:in.roves, sul_ '1)11 i :,gassy otl+S. f 11T14': Sil11 Ll' IX. a' ro 20 40 +0 . , s0 .00 F 4 A, cuN9794Cl1UN.,C.4N1 NtiL '60.L• • CgM6Rele • APP1r110 rouNDAYION STUDI l TIe19414,44e •ryt41.1 1111,11 • 0 PINITRATFON - ttoWs P14 10ot • llo6VtJrtlnT • 70 90 90 140 SAr PIIN CALINJ- • ij'i':vs JohnF. Aliclatal Fa'',#.;st}Clatt's GIRDER No. Ci ENT `Nona ' 1 copotiet! :tesitterlic REPORT No. PRO.IECT LOCATION.,:: 1,ot 02..,. .nick ' fiat. Coral' Bay, Scat ion 11 ' HamE No; 5 LFIOLE‘LOCATION631' S. et N. 11/1.6 15° F... ei,W. PIL • Lugo. Ave. . .- DRIttut ' ' Artlold „^—ORIEL No. ETnger DATE STARTED 1.2_9"63 ELEVATION REFERENCE i' -onr' I •-:urt'.i,•r - DATE COMPLETED 1`-9-63 r CASTNGI DIAMETER FAIL .____HAMA1Ell WT 1400 iU t► FAIL . SAMPLER. DIAMETER E. TYPE 2" 1].1). ' x r . Sol. i t Spoon HAMMER WT GROUNDWATER DEPTH; .IMMEDIATE. 7.01 W Waier Takla 15 I2. Core Recovery REMARKS: H. C, NUTTING COMPANY 2401.1. • p•ffi F°, 5fi.141 %t.M/NNYil . ...pl.M4 drl it,. Charles :1. Itekes, P... se Ti wryT` ia1KtiSli4 L' 1.6 y 7A P A 1�...M. jt 4. 'rp� ✓"1 TINT 'tSYegar ! !boil'mac�,J rNkry swnF4sLI . '1}+a ap lit . -. S if' - .N 1 ry E ss X . S }a °, 1Ci{ 4 . ''.0,,, . 0 #9 ` ,n ^ fAf,',& �' 4. 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' � '� '.� , t tj• 3 aVp,(/ .S�i�,'�-., � r. 1•sset,!.f d, _/. ,.ht .i. .iw?3.-, �iJ4.S•, i' 4610004 '49 4;5310V 'sd°tteM tNil 5dil`3 Way _1:x013.9 1 I(�i +V dC] "fi '{ht•"S li{ i av v s' '•� � x.�y'D`d�rs ��,D},�x•r.�.•rFrti•«• tY.�;}'•�.:'.�, , :.:i?'1;"' 4 •D: • 7, IL BORING REPORT t►iv, WSW -' -D€SCRIP1lON 01 11. o.#' 'ATERIAIS 0 . 10 l slit' I: l)1';' l SiO t:t g F.IV I•t11:`I: With .,uiu1) it l.[l t't' I"+i,5%• , 1}';‘I I:1 '111,6 e l l'. 1 - ,,, Ii s,'i is{I • 'LH/ 6 `;+11'1 • 7.i••17..11'.}s'y ii��TLt. 0 PRIi1MATI0N - MOWS FIR 1001 10 30. 40 SO . 44 • 10 40 •P I; P MLA h ..CTIPFI oitstm Il, MJ 1 { LPhi.n+H • il.rH.I1,, .4%141 Oteitj.1 KM L TI' p1F.," l4 rol NOW hkN . I.IaN 1111.4 MOW+:roar 90 %00 SAMPLER CAIINL, CiICNT + + .1 jSti?,; _,.a+ __ _ S ROE1l NA NO PROIECT� L -'+ a ttlli a • era l ;;,ty ' , REPORTlE O r` PROIECT LOCATION •� -, `1: i3 itT:7.+i } 1 " het: i : on 3. ,IiolE LQCATION.L., I •, : I)h t & ~J' W. •[1E •:, i'14 �.�,a'. DPILI N0, DATE 'STARTED ;2-3-63 DRIIIfR DATE COMPIEIED :: "+x"63 EIEYATlONR€EERENCE �' . .: ,' - jp .CASING. "C1lAMl:TCR t ' :.. i•7. ^ T•'. ytu t} coni44A$AMCR WT 280' EAEAU " S.t 'i'T1 �. [1-+lirTl:R & TYPE ltAMMk13 WT EAU Miter . I c 1., Care Recri rry uble W. C. (NUTTING COMPANY 9 ••, t►Tr, r1Nt1RATlfM .-110111 rIO 1001 ti�ta+;�a?:ie.��; ,: r, 51.'"", ,�; j,y v.,;s_L•,a:j' iCONITAUCTIONCCONTHnt: IOi1.I r CatNCR144 • AIMALI • FOUNDATION $ T UOI 14 e IORINO{ •LQAri TIITI �towII100T 0 10 00 SO 40 SO 60 10. /0 to 100 1614111111 CASING p0►rH rt. 0,0 5.0' TE BORING REPORT DESCRIPTION of MATERIALS 1,isnuruL'k with some gray sand & marl MangroveroDCs with spine marl & some muck 1;inu'rOCk''witl1. sotue 1) ' �.. flnrinh.'complete, CLIENT. Jahn E. MicbaaL SL AI.oci1Cea' ORDER No. 3 PROJECT Irepooed linjidu nca REPORT No. 3 PROJECT, LOCATION„_, D Z5. &lock • 3.' Sac Uloo S. coral MY 'HOLE No HOLE LOCATION 55' s. of i1, P/1. it 25' W. of E. IV/ I., la DRILLER lerss DRILL No....__• _DATE STARTED .22-3-343 -61 ELEVATION REFc7ENCE C rn:artr! sur_fi " DATE COMPLETED CAS1NGr ' DIAMETER 1" (I. x. Z. l -/Z' T.D. Flush Cou91414 MER wr �8©It FALL met SAMPLER. DIAMETER & TYPE HAMMER WT FALL GROUNDWATER DEPTH, IMMEDIATE--. 5 `S Cora Rorowry REMARKS: T. W014 Tobla H. C. NUTTING COMPANY. tie ;U W11t$. Ht 7n, Sr • MIAMI Io ILA WS 7 A at Ch&rlaa TeMION.a ILQWSPIR }DOF 4o, so 40 ,:'7C i -1;1.utL:rack' tai. Cli oiit(s i3k'�'y.1t1�'L'' QI tt rt=11, with, tG:ir'1.;d ¢iiii 1 • 11iaLee1A 1. ¢•'gaiii c: ILis_1'.L LU 1 'W I t CLINUTRUCtIOU'COt11YIOL • Foill4 � COI.SPRt(!Af/Nil r rQLPNDATIOH STAR U I R'` sonr tUa.r,i.p4P.1ki1• :•.. olOW I'106T 9A_' 16(1 SAM!LIItAS4R�6�, • CLIENT TDh1i -' *lirbet ,4 ASstic4atE�° • ORDERN; 1Z3-63' PROJECT 1,T:gt-T d 1tr..4donee `' • REPORT No ',4.. PROJECT LOCATION__tor 25_' Iltic,k 3� ilecttion R, Coral Bay • HOLE Na 2 HoLE LOCI.TICN , 5yk, ;, of N E'1L & 20' E. of W. PII. DRILLER here7i • DRILL No ELEVATION REFERENCE C.ri5"2/{ i.L.M CASING, DIAMETER - SAMPLER, DIAMETER 8 TYPE GROUNDWATER DEPTH: IMMEDIATE-- - REMARKS; DATE .STARTED '12.3-63 :firer DATE COMPLETED ' 2-3-63 ER WT FAIL_ 30.. Tk ::... HAMMER. WT FALL S I= Corr Rrsnriry ..' - H. C. . NUTTING COMPANY •Atu !y iyw1Y,N 111 ?n Ol: V14NI J.4 FLA F,. Char .>: Ticdpt4'4= i'.t* ezza lt:ilrs. aTiti s i t x ' AI n f? h ea .0440060Vah ti -1n:1• • 3F4'.Yt�Ysfilrr_ r SF/d.tegiwatsiU7 ifs Rf �' y1 1 "' ry 'i'��:Mai f °k y' A''k 7 fJ".'\}1i �.4a"1 r .i a 11 rR•Vi 4 , Department of Building and Zoning Division of Plumbing Inspection CORAL GM3LES, FLORIDA APPLICATION FOR SEWER CONNECTION PERMIT 4 t1 I herewith submit the owing plan of tithing for approval: Employing Plumber 1 Dwelling &d l ing .Storc El Gunge D Owner or Agent , ] t'`r0 71r .S%fx,&•r) S For Builder or Contractor is Lot Na. .2 4 • Block No. Address ?sr") (/° d Sever d4(nleetion At -center of St..0 . ' . At Property Line Existing Sewer 0 To Septic Tank: ❑ Work executed by Story 0 El Apartment Address Addition D hotel 19 6t) Remodeled 0 D Office Bldg, D Address /t Subdivision' . ( 4.)/ � ,eitty Sketch position of building end lot lines in square (which represents an entire city block).showing on which street the building and, lot faces; also show exact location of •Y• in street and position. of laterxal or .. - . septic tank. Show sewer arid any change in direction same may make. NORTH CAI ITLI 77711111111141k6s... • Department of Building and Zoning Division of Plumbing Inspection CORAL GABLES, ao^LISA Plumber it I herewith submit t�owlpg plan piu Ing kr approval: /L . Work executed by VC' a thvner or Agent Employing New a Old Duelling tore 0 ❑ Story ❑ Garage I: Apartment Sr *27' 5' Builder or Contractor is Lot Na Address Sewer Connection IIT FI0011 2T rLf✓M FLOgg i.Og 4TH VLO01l 5TX FLOfl- 6TH FLOO* iTN ILOYT afI FiCO*I VP .rlong 1orN - FLGG14_. roe"+. rI%FOIIII Y^lfb n"g,IMT ell Ciasets l Bash Tub $� C f • . Dish %hash. Meter. Sink I . .. ory Lavat ro �...• Urinal i Slop Sink Auto. Washer �! Laundry Tub Floor Drain Catch Basin Shower flat Watcr 3'ant I.• � Safe Westc Sew a nncxt3aa A / r /•ems E_^S:_� I[ome beat. £quip .r w� ■! Water Service Poo[- Gas . Date Dal �� hate Final Insper:ian / [ �jC r Jo — ir Approved ./.7 Roughin Inspection ;ro, nd work Roughin ;j " 4 .S 2 6I Approved Septic Tank Inspcciion Na Bed Rooms r Tank Gal Driers Field Ft, Approved .-- Address Address Addition Hotel 0 Remodeled 0 Office Bldg. 0 Block N At center el S . ❑ J Subdivision (7L1 /4"<" . At Curb Existing S;wei • Q To Septic Tank . 0 f iyll /F2- /0 B Department of Building and Zoning DIVISION OF ELECTRICAL INSPECTION CORAL GABLES, FLORIDA FINAL e;aRTIFICAT Nt1MIIAR _ _ — ........ .. an 19 electrical inspection of the electrical installation in the premises stated below, Application is hereby made for e p for which undersigned agrees to correct any infractions of the National Electric Code and City Ordinance, as pointed out by the City Inspector. LOCATION AVOID DELAY EY'GIVING;FULL AND ACCURATEINFORMATION,..' ALL SPACES MUST BE FILLED•DRAPPLICATION .WILL EE: RETURNED.�- LOT NuMnER: i BL.ocis NuMnEn- •SUnoivlslarr L ler ri( 'rI r '11V-4:.--7;.);.,•,.:. _d• lr+n'..A i • STREET'ANO NuNSER OCCUPANT OP/EACH MOTOR ERACEETS =RE:MARNE °•`RECEPTACLES l W ITCH ER 0144 0UTI-ETE • NO. SIZE Cr'.;?;: CONDUIT I Rl AMP. RISES N '• - P[[' CGLM M N 1 '0` I ANQER /R:• OVEN WATER H 'EATEN .T0 • COMPANY .Q •f r ADDRiRR 3 ??6/.a' ):7C -;://;;;;,^7e, rr � t ,t•r} r� r rr�r �� ' n . rr•r / J NAfTCR CLIGTR'LCIA • \i ,(;.? T�xr1'•< FI'fY'• rmoN /Jf •Ir �i f I -. ...{% ' H 1NSPECTIO� WANTED � {/ f•l,i; /if SPACE BELOW FOR INSPECTOR EPACR HtATIRE REPRi6ERATCRe•r .xt Ls ATTIC PANS 00 FANS • RECEIVED eY INSPECTOR SLAB. IHSPECTION ' Cf.�Jj .rcvuaR IHiPECrIDH ' FINAL INSPECTIOI' q dtlz WATER PUMP. • eo DISH WASHER, IEPOEAL �• E1 6 HAIR DRYERS. SIGNS - AIR CDND, SUS4RED MOTORS TEMPORARY WAEHRR 6RTER (h1. !, ! '3 DEEP FR!Eze. TEr.EPHDNE TIME CLOCK LIGHT CIRCUITS TOTAL AMPERES f/:. FIST us' S LAMPS 460 INSPECTOR TOTAL PEE P, re,v !r 3 - 5 c CITY OF CORAL GABLES BUILDING, DIVISION ESTIMTED:-COST t500,OO , Central Air Conditioning CONTRACTOR & Shoe Metal Inc. ?!r. &'Mrs.,;George Starnos OWNER, '6 O Lq o'A_ve. LOT NO. BLOCK DATE (27/..e. --L./2.7/ PHONE HI 4-6268 ADDRESSS. O SECTION 'APPLICATION FOR GAS HEATING AND/OR. AIR. CONDITIONIM _UNIT.. ., . , -CENTRAL HFATIM SYSTEM B.T.U: .: AIN, CONDITIONING UNIT TONS "X" ; SIZE VOLTAGE'. )P 3 D .•.. . • HORSEPfxiER ` Y - PHASE 'AMPERES % : • . SUPPLY WELLS $Y SIZE (APPROVAL OF STATE: BOARD OF HEALTH) FRESH AMR INLET LOCATION CONDENSATE WASTE LINES BY PLUt• CONDENSATE WASTE PIT BY CONDENSATE WASTE PIT LOCATION PIAN OF WORK ON OPHER.SIDE Instal] cloct work as per pr ii t enclosed. COG FORM #) (BZ) 6 OCT 1960 ffommi THE CITY OF CORAL GABLES, FLORIDA BUILDING DIVISION B //941 ESTIMATED COST " $1,212.00 3013 #8933 DATE July 28; 1969 coNTRACcOR ,BRANDON AIR• CONDITIONING. OWNER LOT NO, STBVB iiB55I3N' :.` NTRAL HEATING AIR CONDITIONING; 'UNIT PHONE 888-4634 ADDRESS :.850 .LUGO `. SECTION APPLICATION FOR GAS BEATING ANDOR AIR: CONDITIONING UNIT;;' B. T. U. (3)3 Ton Replacing existing; equipment. TONS :. SIZE ; . . . . HORSEPOWER PRASE SUPPLY WELLS B! FRESH AIR INLET LOCATION VOLTAGE ANTRIM SIZE 220•. 344 APPROVAL OF STATE' BOARD OF REALM CONDENSATE WASTE LINES BY PLUMBER CONDENSATE WASTE PIT BY CONDENSATE WASTE PIT LOCATION ti PLAN OF WORK ON OTTER SIDE CCG FORM hi 94 ( ) 31 MAY 63 (REV.) Department of Building and Zoning DIVISION OF ELECTRICAL INSPECTION CORAL GABLES, FLORIDA FINAL CERTIFICATE NUtilBER...__a...r......_...._.. % r/ _t G Application is hereby made for an electrical inspection of the electrical installation in the premises stated below, for which undersigned agrees to correct any infractions of the National Electric Code, and City Ordinance, as pointed • '. out by the City Inspector. LOCATION AVOID DELAY 'BY: GIVING FULL AND ACCURATE INFORMATION.' ALL SPACES MUST BE FILLED DR APPLICATION WILL BERETURNED.. LOT NUMBER _ BLOCK_NUMB U _.. --- MRER_ SUSERVIstoHl. STREET AND NUMBER r4 • 4 4.,;',..0.:,. :1 --ft! /y • 51Dtr •OWNER. _...)-40. 1.0l . - - OCCUPANT H. F. OF EACH MOTOR G01,4. • CEILiND ` REMARKS BRACKETS RECfPTACI-Es TCHEs • 7orAL OUTLETS COMPANY ;•,,TJG�[, y{.r'.fif MASTER ELECTIOCIAN lNEPICTION RANTED. sill OF , SERVICE CONDUIT WIRI • RANGES' AMP. Esse N PEE COLUMN OVEN [TER HEATERS t'- •L�33r•�7 " // •ADOREfl! rl Z. f2tyG .{; R It»f PHONE PACE BELOW FOR INSPECT° -' RECEIVED 8Y INSPECTOR 04AM INSPrtCT10N : sOUGH INSPECTION FINAL INSPECTION' ")- i L1r — ,T -Lc, L f srAct'HIATERs R[PRIOERATORI MELEE ATTIC FANS • FANS WATER PUHP. Disk W A HER .- bI5POEAL HAIR DRYERS sioNS AIF CO No, MOTORS TIMPOnARY WASHER ORYER DEEP PRIME HONE Thee ctocg LIGHT CMCUITS TOTAL AMPERES FIATUREI LAMPE INSPECTOR TOTAL. FIE 45'67-B DIVISION OP ELECTRICAL INSPECTION xs 'I., - CORAL GABLES, PLORIDA FINAL CERT3FICATB NUMBER -V.1 I DATE C-0-7 197.F_ Application is hereby made for an electrical inspection of the electrical installation • in the premises stated below, for which undersigned agrees to correct any infr actions of the National Electric Cade. and City Ordinance, as pointed out by the City Inspector. LOCATION AVOID DELAY BY GIVING FULL AND ACCURATE INFORMATION.. ALL SPACES MUST BE FILLEDORAPPLICATION. WILL. BE RETURNED. 8Le5 I� 7HE SEA. Lo? NuMoCR BLOCK NUM$�E`/F %�/� SURrIv18IoN STREET AND NtJlmey� 0^ �'j ` �' 2 „,— OWNER � STEIr +-I OCCUPANT _ .. N. P. Or EACH MOTOR CEILING BRACKETS RECEPTACLES *WITCHES yorAI oUYLET! NO. 1111 Or SERVICE CONDQ IT. ,.WARE . AMA, ERE■ PEE COLUMN RANGES : . . OVEN ° . coMPArerN MOTOR R ELECTRICIA NIPCTION. WANTED ebAvaggai PHOnrep(60e9a7 . : SPACE 6ELOW FOR INSPECTOR WATER HEATERS. SPACE HEAT h0' n arMIOaRATORS. * ELLS , ATTIC rANO FAN. . . RECEIVED DY INspECT°'. WATER PUMP SLAP IN EPECYION - . ROUali INSFECTICIN DISH WASHER SINAI INSPECTION 'DISPOSAL HAIR ORYERIE SIGNS AIR COND. S u•.FEED MOTORS TEMPORARY WASHER DRYER Doer rR=exe TELEPHONE TEM% CLOCK LIGHT CIRCUITS TOTAL AMP22RES FIXTURES LAMBS INSPECTOR TOTAL rRC C�3,URTESY NOTICE:: TQ OWNER CITY OF CORAL GABLES BUILDING AND ZONING DEPARTMENT 405•BILTMORE•WAY . 446-0881 fi erfare, you :are 'hereby directed il,at on or bef re tite / is 19 you are to correct: said vi6lotion and tify,the Buildis3� Failure to Melee tf,o correction arid,to thi t r'rtlL pt, there° you in Municipal Court uhnf been corrceiec es;iidte in cforges being filed oy,rins REQUEST FOR MICROFILM THIS IS TO REQUEST PLANS.EOR THE LOCATED AT: HOUSE, APARTMENT, STORES, ETC. 850 LUGO ;vE OWNER BUYER •CONTRACTOR. BLDG, PLUMBING, ELECTRICAL, zTG.'- ...APPRAISER REALTOR' OTHER: 1. EXPLANATION AS TO REASON'FOR REQUESTING PLANSOTHER THAN OWNCR OF PROPERTY STUDY of. 1)12,644.no&a, moDe PERMIT # / r n? r Q• T /967 LEGAL : LOT f BLOCK 3 SECTION APPROVED: r�f' / REt2UEST FOR MICRO>'`IL I fltlS IS TO REQUEST PLANS FOR THE IOUSE, APARTMENT, STORES, ETC, I.CICATEO AxI I A�II Leto AIDE ,. ;. cd. Oir'NER BUYER -� r ,iRCIIITECT i I°x`R CTOR, BLDG, PLUMBING, ELECTRICAL, ETC. APPRAISER REALTOR INTERIOR DECORATOR OTHERI EXPLANATION AS 10 REASON FOR REQUESTING PLANS OTHER THAN OWNER OF PROPERTY: AWWIL _ VO C SIGN FIRli WEE: L'A'TE; PENT 4'2 9.9 PIS LECAI. t LOT ` BLOCK SFCTIO1C I opROVI::.-V/ 1' // /l7 SEARLE d MORRIS INSURANCE 1'.C, BOXES 140190 — 111798 113 ALMERIA AVENUE CORAL OAf LES, 141.011111Th53111 • TELEPHONE 1105) 4434503 April 5, 1984 City Lall City of Coral Gables• 405 Hiltmore Way Coral Gables, Florida 33134 1`o whom it may concern: As owner of 850 Lugo, Lot number 25, dock 3, Coral Bay section B. 1 hereby authorize Mr. Jerome Filer my Architect to obtain copies of my home. Sincerely yours, a,- 0*, lAtp/Z0% Norman M. Morris. NMlnc NOIARY PUUIC Mn,e yr 1.0eA.,.r, ,1Y COMMISSION FxPIIiS RJNL 2 Ii bei 9ONU°.n ftI U C1N[RAL INS, UNDIAWd1;1114 To: Building Official 405 Bilu:ore Way Coral Gables, Florida 33134 Date I g //q/All r I. the undersigned Professional Engineer/Architect, registered in the Stnte of Florida have been retained by the owners, Aemooni 04•44/1 and Contractor, anrz l rig / {rrfrt.rc,•r� afex,4r r„rF eo,.., 'm,r.../1,1ya ('rte}'. of the property located at_ JJ gs-o 'Lus o ! to perform all the duties of c Special inspector. as defined in Section 305.3 of the South Florida Building Code. This office will be responsible to the Building Official of the City of Coral. Gables for the inspection of the structural elements of, the structure, including all excavations, piling, foundation, all reinforced concrete and structural steel. We will inspect all window installations, glass sliding doors, balcony and stair railing and guard rails, The pile log and all concrete test reports will be preserved. I will submit signed and sealed inspection reports and progress reports indicating approved progress of the work and/or required corrections with necessary follow-up reports indicating correction of all deficiencies and/or required correct- ions. Upon my determination that the structure has been satisfactorily completed, 1< will submit to the.Building Official of the City of Coral Gables my Certificate of Compliance stating that to the best of my knowledge and belief and professional judgment the work is in substantial accordance with ;the Approved Plana, South Florida Building Code, and. the Coral Cables Code and regulations. X understand that thia Certificate is a prerequisite to final inspection by the Building Official for issuance of a Certificate of Occupancy by the City. C-7/1 0Th t MA/4;i ,01.ef!ti /S/ Approved (Owner) (Date) /r21 of Approved (Contra tor) (Data Reg. No. '2/ Ve) " Name raiser.+' E. ," /'. (Please Print ' frio Act tie 6'44./ watt .+/t°! , NC. Address y'Q,4 ;6ex•t 6 -AS tr - f .3 V5/i Telephonot o,') rrrs.s_,g 2S y SEAL. ✓`"/ /�e,.+n .A J. CCG FOR}I 010 (Ilk)"Revised September 13, 1983 TO 8E SIGNED BY OIONER OF PROPERTY, NOT BY TENANT. CITY OF CORAL GABLES, FLORIDA AFFIDAVIT REQUIRED BY ORDINANCE No, 852 OWNER KORRAA3N M --T -t POST OFFICE ADDRESS a 5'a I., UCt rc BUILDER OR CONTRACTOR W101,0,42.0 CertIV e11CTIUIJ [r, p. POST OFFICE ADDRESS p. cl; o„.. 3 , 11a LEGAL DESCRIPTION OF PROPERTY UPON WHICH WORK I5 TO BE DONE: LOT(S) '2 BLOCK S SUBDIVISION 1=45Qkv SAY Sec-rie 1 p,arC.0¢►i. Citietel DETAILS OF CONTRACT: ORAL_ WRITTEN Yes NATURE. OF WORK TO BE DONE S 143:3 s Tc,Ry AQU-1101. Fl Psi"' sreY i i3i v.+° 1 Alive tc)t..] STATE OF.FLORIDA ) ss. COUNTY OF DADE ) BEFORE ME, an officer duly authorized to administer oaths and take acknowledgments, personally appeared ta owner of the above property and s ARD c t j aim; , ,g4iWW,pi iFegioi4a builder/contractor for the above work, who after being duly. sword, under oath depose and say that the facts contained above are true and correct and that this affidavit is made for the purpose of inducing the City of Coral Gables to issue a building permit covering the work set out herein. SWORN TO and subscribed before me at Coral Gables, Florida on this, the /sr. day of , 19 S-�i' My commiss ion expires; r.:71Alre Potrr s1ATE Or iLCAIDA, Ai 1 to Mr C. 1th15SILi4 iAr Iii !7 IS#4{ tvi„LkuIli?u Cfr,l6„ 1 iris 1.4..rik41'r;1114S NOTARY PUBLIC CITY OF CORAL GABLES BUILDING DEPARTMENT 405 BILTMORE WAY CORAL GABLES, FLORIDA 33134 PLUMBING PERMIT APPLICATION BUILDING PERMIT ND. ' 7 s BATH TUB BIDET NUMBER RGH SET FEE a� DISHWASHER DISPOSAL DRINKING FOUNTAIN ROOR CRAIN GREASE TRAP NTERCEPTOR LAVATORY LAUNDRY TRAY CLOTHES WASHER SI#OMIER PLUMBING PERMIT NO. Conlractor c-5 07X4 t-.Ut, tinD31!! a. -25-.71 7 Canlraclols Address 1 5 51,0 i g Y, �'li) f 33,76 Owner s Name Phone -, . • O k+g-i5 Job Address A 101 q60 qi7,4sf Phone �— 1-L/C?U Block Subdivision Present or 7ro����Apppsed Use of Building • Old, New No. of Bedrooms SINK TEMPORMY WATER CLOSET URINAL'.'. WATER CLOSET... INDIRECT WASTE ICE MAKER WATER RIPPLY TO: ,Appltca ion is hereby rnacio to obieln a permit to ' -do the work and inslallot ens as hereon, indicated. I certify that no work or installation has been effected prior to the Issuance of said permit and that all work will be performed to meet the standards of all laws regutating construction in Dodo Count and the City of CUM Gables. dt tt! hie AIR CONDITIONING UNIT FIRE SPRINKLER HEATER • NEW INSTALLAT HEATER = REPLACE WN SPRINKLER - WELL .SW1MSI NG POOL • WELL ATER SERVICE ...p,, tu sier Plumbef qr 0w r� Caner. Cett No f contr. Social Secuiity No. 4-x (,, 3 -77,3 Dale oI issuance: Insurance Delo - Issued By: This permit dun not become valid until - signed by an authorized- repeesentetivo of the Director, Coral Gables luitdin9 Department and all fees are Fold and receipt ncknowlcdged In the space provided. - SEVER CONNECTIONS SEPTIC TANK CONNECTIONS SEWER CAP SEPTIC TANK PLUMBING INSPECTIONS GROUND ROUGH RELAY PUMP F. ABANDQN SEPTIC TANK SOAKAGE PIT - co. FT, CATCH BA 1N INTERCEPTOR, GREASE OIL DI CE WELL MESTIC WELL AREA DRAIN ROOF INLET , SOLAR WATER HEATER SOLAR WATER HEATER REPAIRS TUB & WATER PI SEWER SEPTIC TANK WELL POOL PIPING L PIPING LAWN SPRINKLER SYSTEM REINSPECT1ON CAP FIXTURE FINAL PLUMBING THE OWNER'S AFFIDAVIT: 1 fal,f' Ceely n'.'e, el n'urk e.O be done 1:y nne peitonanr„ Nr myam, mil km any Fmtme *VA a w1 ti' I' a hvesnsrd A we feu,sl4rAltunlea(lar 0% reamed by lie. TOTAL FEE 1'4 a t' S.;ned Mite • INSPECTOR'S COPY . Pink - FILE COPY • Groh — APPLICANT'S COPY 1771. COURTESY NOTICE TO OWIIER CITY.OF CORAL GABLES BUILDING ANL ZONINGDEPARTMENT.: 4a5''61RTMoR E .WAY '446-OR81... eroby notified that an inspec ran of. the above pr m es disco anrng �rdtnanse1525, Requirements far Corroction.' Therefore; you arc hereby directed that on r. ' 19—, you ore to correct said violation andnotify: the Building Division that the violation has been corrected:' • Foliate, to make the correction and to notify this deportment ihereof will necessitate in charges being 'filed against ' you in Municipoi Court:" -:T .t:rrtrf rr nfr This' Certiftr.atu milt beproseured trr trir b'i,llliliia f't}11'I 11 and 1,Ir;ll'I'1:rIV11':•1\1' :when ai,piving for 6enIke N? 2017 'CITY OF CORAL GABLES. Ft1rnrl N,. .G r7:r...::. ii" 0/16 o/ Electra! Inspector;; Vale 7 i:� a .. ... q� .:.... i TIFICATE. of JNSPEC1JON. "•-••••• .. . THIS CERTIFIES that the wiring and apparatus installed, ar,Strectand Nttmber..;..i ,,.a1!,�� ,; !!.� Lot $Ia Section Ckuupi ed as ...... ..:........................... has been Inspected and current is nth( rized ro be turned on until otherwise notified, for Light i[ea[ . .Power Ternpnrarj'Scrvir .Remarks IumSing..;,...::.. Building....,,.::.;.::.;,,: Ciro EleetikaffrrsgreteN BUILDING CERTIFICATE OF OCCUPANCY Owner BUILDING INSPECTION DIVISION CCTV OF CORAL GABLES Mr. & Mrs: George Stamm Permit Holder ----- Mr Lot Ram G. Scott (1821© E .�...._- --- ..:..... Block 3 Address ' 850 Avenue' Lw o Use Residence See. C° 1 $',Y..B :39 Electrical Cert, No: 163 • This Certt&cate'`of Oecupancy:is issued to the above-named'permit holder for' the building: and premises at the'above-named location; and certifies that the work has been completed in accordance with the 'Ordinances of the City of Coral Cables. Dote !3.8 . .1964 • Building Xripector ._. 6r Crtifiefae either: appiyirq fo CORAL G`ABLL5 Electrical Inspector a►£ INSPECT ON APP tue _installed age r PO CIVIL ENGINEER -LAND. SURVEYOR, MIAMI. FLORIDA SURVEY 'NUMBER-' .; 63 ':1Z 77' SURVEY . OF. ti ACCORCINO TO n*L', PLAT.THLflO/ RECORDtpZN PLAT BOCK NO • AT FADE! No , ? ueLi¢. RSCCR:o.`oM (�!t l.�� CouNTYr FLo IDA._ • w'72r.. ,..r, DD. :_SI�7"+�rc3 N`lCerf`t9&J FORt rL :i7 t� a3 fD N! HEREBY' CERTIFY _THAT 7NL FTTACi11[i>: f L!CATION SKETCH y I SCALE t?zt -"EKrrcK IcP IUNTrA RECENT sUlsvaY NADE:l UNORJI FMY DIRECTION AND If TAU'. ANC COR RCCT. TO. TM[ IfoT O IVY► KNO'WL*OG( AN TNER[ ARC'NO tNCROAVHNENTU . .. REGISTERED RNOINEIR 03 11 ' R[4IUTLRCO LAND LURYLYOR #x3R •STAT• OP ►LORICA;. `t. CITY OF CORAL CABLES, FLORIDA sip/ Y APPLICATION FOR BUILDING PERMIT Application la hereby made for the approval of the detailed statement of the plane and specifications herewith sub• mltted for the building or other structure herein described, Thin application le made In compliance and conformity with the Building Ordinance of the City of Coral Gables, Florida.. All provisions of the Laws of the State of Florida, all ordl• nances of the City of Coral Gables, and all rules and regulations of the Building Department of the City of Coral Gables shall be complied with, whether herein specified or not. OWNER AZ -/-6 Data ' /3 ID C J4 ADDRESS Al." ti t5 Lotisl f Block Section Number of Stories Actual Number of Units • Required . . Type of Roof Detached Buildings Use •ol •Struclure : Land Coverage Istbullding within easement area? Actual cu. ft. per front foot Is water available for this building?:' (Commercial Buildings). :. FEES. Size of Lot x : Building ; Setback F Rte_ L ..—. ,-17---- - `— - 'Architect Esttmated Cost € Bond No. Architect.,' SQUARE FOOTAGE - TOTAL MISCELLANEOUS PERMITS: Nameiand Address of Contractor I hereby submit, In duplicate, alt the plans and specifications: far. said building.".All notices with. reference; to . the building and its construction may sent to • Phone (Signed, .• (Owner or Contractor/ by. STATE: OF FLORIDA COUNTY OF DADS SS Before me, the undersigned authority, this day personally appeared to me well known, who being by me first duly sworn, did depose and say as follows: . . 1, That he is making application for a construction permit for the eonstructlon, or repair, of a building in The City of Coral Gables on the following described premises: Leafs) Block - Section • Street. 2. That in connection with the work to be done under such permit no general contractor has been employed or retained, and no person, firm or corporation, acting as a contractor, le receiving any compensation whatever in cennec• ton with the work to be done under said permit, except: . •To be furnished at or before completion of job, (it is understood and agreed that NO CERTIFICATE of occupancy will be issued until a complete list of elI Contractors who worked on the job has been furnished to the City and unless nil such Contractors had current occupational licenses in Coral Gables.) that otherwise each person engaged in said construction work is being paid on the bails of a atipulated sum for his - services per day. by the afffant, and that the labor being used in such construction le being done by what is commonly known as "day labor;" that afffant, ea owner, will comply with the Workman's Compensation law of the State of Florida, by obtaining a statutory Workmen's Compensation Insurance policy or by qualtf ing with the Florida Industrial Commis• sion as a self -Insurer; that the afffant will withhold Social Security Taxes, and Federal and State Unemployment iasur• ance Taxes, and Federal Income 'I'3xes from wages of all such employees working for him on such construction and will make returns -thereof to the Collector of. Internal Revenue, and to any proper State body. 3. That this affidavit is being made by this afffant for the purpose of Inducing the City to ant a construction per. mit and to avoid the payment of the license fee and the deposit of a contractor's bond, as would be required if this anent were engaged in the business of erecting or repairing buildings in The City of Coral Gables. Sworn to and subscrlbed before me Dila .,.., day or A D 1g_ My commission expires: NOTARY PUBLIC STATE OF FLORIDA LA genie B vI'siori Scretene .uy. •12SRK1LYkwtF767 '7._ J. . i. d t? c, S -5-8-64 THE CITY OF BUILDING INS PLEASE EXECUTE FINAL OCCUPANCY INSPECTION T s1a114WICV f iVIAY 4 196.4 \ TAX COLLECTION ES NOTE:: If }au:have NOT. taken.rntt the SOCIAL SECURITY and WITHI4OLDINC TALES from the pr_ on's pay he is NOT an ernpltiyee under FEDERAL LAA"; and CANNOT AE classed as DAY LABOR, and must be i hf rreirnder This forrn is subject to inspection by the office of tlae Collector of Internal Revenue.• .: s` j . .- Al] Contractors or Sub•Contractors•wlio hair . e:contracted work for stipulated amount and PER OI IED WO { N THE `JOB are as follows: i - ►..i;::-•.,..,- tt "PLEASE PRINT Olt TYPE 1 - ..t ? . di TYPE . . . NAME'. ADDRESS i3 Cr!•',rS U ITELEPHONE NO. Siirvcy•r, �1oi'r1itrLla �/.. En ,nett N/L.` -t L- :/ rchitect • Land Clearing:' EngineeringCantractor': /N/ /,z"1 Pile, Urn ing, Bulkheads, eta.: At�P 7rh7 c `r r. t5 Ctl •' Ditch Rigging, Excavating: 'Jo'rY.l.- Septic' Tank /yfl Y�4 �scr Connection' 'Plumbing raFane Service. O i neson Crane Service leoincretePlacementr;,,Semi i f'A'/144,1' (':' &cnt Finisher. /: • r . EAR'S ,L.: -» . Emerson Crate .�; �. Box 1682 N: > 11i alrei 4145-35?_2 zoo.] ItI4nf 47'.,h t Boy 15-7274' iFiami' 1 QIF'71 SW 40 Teizeca €.6. -Steel Erectionk i✓a erete-Forming:. Clricciisc'�n+n. onryB1ock I' ; Masonry -Walls, etc. ,;(:) t"/ ( ' • r •. l m6ing: ' Pau]. Rime Pi m/b5 Sieani Fitting: %e/i"ir t! el ic.' ' . Younz Cleetric Co. 1/5-..• mss. �a7as 1h s dose Frinie;kinyniaterialj : Dt.Dziat Go trot. � eUs i al 1. ousres: �' Walls W o —Goirrizt r 3l.�aing ! I.. /;.. ....r.( L.'''''7' ' Reding: Vii dal t lioafiUg Co.. 2630 S4r 79 Avenue 5011,6-- dice rYg" r sstie Stone; Mantle Trim;_ "f%r1/g/Vie fi lrr , 7. i '-' 4- 11;1 . " ,te lnce, etc Ike) /i," tj '. rf/1AY 6 5cat/ !., '� v"'" ,,,,f ;4. \`\ s: 1 u �_ I i, / r I�l -4{I astcring: , ,,rtfi� goosing -Wood, Asphalt: fir' /`' ' In/ur i ng-Sander-Finis her: .4' — c.d.- ;Ffsuriur=1'eri arro. Fr,ax.Ve1 521333 . = r . f 2811:�5Z'f j', 0i AV+ itie 71,51 SW 708 iltrive Uftls71 LIU T.Erms. 2907..E;r 62 •Street 691-8209 667-752,3 cA3:-.8173 275..6'6-6, a CA1-81?3_ 691-8209 3033 Sid 38 Coti B18..1f477 Bur_ ri?1 Nei am i. Spri s . TU5-1568 • 5803 SW 8th Street (Over) I401-3621 CALL (Continued from first page) Ong -Td J 4jL 7// Insulation, Rock, Wool: c Bath, etc • ik7,4C4 7 / `"ff'/ 7055 SW 9th : Streo r. ?21-4742 th Enclosures. ;t.'tr..r':I t'ri2%1-L� S 1 • • cc ssimcaI Tilc, etc •• "1"0"4.7- (V"441631"1" r Cosit ro i4Y MARI SecyH'H itehen Cabnieti We1�Ba}t' Px iucts' cvator Yd.Y� et ,ti1'a k` (hailing=Gn1I s teic elal,ll'ork {Roof, Air Ducts, ete) erinditinntng !"{' ';Commer'cial; Refrigeration Lastts lotion {Mr Conditioning) Swimming Pool: Welt • Drilling Lawn -Sprinklers' Fire Sprinklers. Seen"Endteure:i; CoFfy, ii3ji .5d P@ft ihnva 2.35.82.2a ' '10iF71sw•4t3 Il3r ace CA1..837'3 5561 1111 'i6 AveDttie ' I3E5-52'7t`: 010 ary p Coot i'. •. >.t Dents v 9 ctiMa ux 1u vc7A; , wry}ktary 1.8}0 ;W fF .�4iii-esi lle FIa a3 call T08,C7fk25 lricchanicalOpenets /2-I,V" (I?tors, etc.}.. ` Venetian.,Btind: /� Awnings &:Canopies. Stonai Shutters- • iI' . . - . Wall pee, etc )+°^^t.x Clcanang (ix muvwai etc.) ' "6'6;7- • dseaping . 2". '.,•; IT. Flnvisin r Company W'j Ave ue Tip ]eah. 82.1—i011-1 Miscellaneous: .- I do hereby state that I'am the owner -builder of the above, and that no general contractor was employed in anyway whatever; I hereby request that occupancy be permitted for the above property. . I- do hereby request that occupancy be•liermitted for the above property. v 1 OWNER -BUILDER LI NS D CONTRACTOR '11115 FORM WILL, NOT BE ACCEPTED UNLESS EACH LINE I5 COMPLETED, N10 FORM 15 LEGIBLE! B CITY OF CORAL GABLES, FLORIDA APPLICATION FOR BUILDING PERMIT //9//7 Application la hereby made for the approval of the detailed statement of the plans and specifications herewith sub- mitted for the building or other structure herein described. This application is made in compliance and conformity with ' the Building Ordinance of the City of Coral Gables, Florida. All provisions of the Laws of the State of Florida, all orb stance; 0f the City of Coral- Gables, and all rules and regulations of the Building Department of the City of Coral Gables shall be complied with, whether herein scuffled or not. If • . July 28;.. • 19 69 "mg Steve Hessen ADDRESS 850 Lugo Lot(s) Block Seettort Number of Storlea Number: of Units TYpe'of Roof • Use, of Structure is biiliding within easement area:, 15 'water available for this building? Sire of Lot Setback F n L xt Estimated • Cost ' • SQUARE. FOOTAGE • Actual . . Required Detached Buildings Land Coverage Actual cu: ft. per front foot (Commercial Buildings) Building_ 5 Archlteet S . . FEES. Bored N'ol Architect TOTAL MISCELLANEOUS PERMITS: " Replacingexisting equipment3 Tau. Name and Address of contractor Brandon Air Conditioning' - 2475 W. 8th Lane, Hialeah.• 1 hereby submit, in duplicate, all the plans and specifications for .said building. All notices with reference to tbe'.. building and Its construction may be, sent to G.Conklin, c/o' Brandon Phone 888»4634 ISlgnedl ner Contractor! STATE OF FLORIDA COUNTY OF DA SS -Before me, the undersigned authority, this day personally appeared to me well known, who being by me first duly sworn, did depose and say an follows: . i; That be 14 making application for a construction permit for the construction, or repair, of a building its The City of Coral Gables on the following described _premises: Lot(s) Block Section Stree • 2. That in connection with the work to be done under such permit no general contractor has been employed or retained, and no person, firm or corporation, acting as a contractor. is receiving. any compensation whatever in connee- tion with the work to be done under sold .permit, except: .: . To be furnished at or before completion of'joh. (It is understood and agreed that NO CERTIFICATE of occupancy will be issued until a complete list of ail Contractors who worked an the job hos been furnished to the City and unless all such Contractors had current occupational licenses in Coral Gables.) that otherwise each person engaged In said construction' work is being paid on thebaste of a stipulated sem for his services per day, by the afflant, and that the labor being used in such construction is being done by what is Commonly known as "day labor;" that afflant, se owner, will comply. with the Workman's Compensation law of the State of Florida, by obtaining a statutory Workmen's Compensation insurance policy or. by qualifying with the Florida Industrial commis. sion as a self•Insurer; that the afflant will vrlthhold Social Security Taxes, and Federal and State. Unemployment lnsur- ance Taxes, and Federal Income 'Taxes from wages of all such employees working for him on such Construction and will make returns thereof to the Collector of Internal Revenue, and to any proper State body. 3. That this affidavit Is being made by thla afflant for the purpose of inducing the City to grant g construction per- mit and to avoid the payment of the license fee and the deposit of a contractor's bond, as would be required If Chia eftlatxt were engaged in the business of erecting or repairing buildings in The City of Coral Gables, • Sworn to end subscribed before me this— day of A D 19 My commission expires: NOTARY PUBLIC STATE OF FLORIDA THE CITY OF CORAL GABLES BUILDING 'aIISPECTION 17IVISiON PLEASE l•ixiicll'I'li FINAL. 00f:UPAi4Cv t1VSPF[:°I•ION TO: Alpl>� i!7i ggi ns Owners Afanie PI:IZ11i'1" NO. #199358 85O Iiinp Acrittess of Joo-l+: NOTE: ,If you have NOT taken omit the SOCIAL SECURITY and ISITI-MOLDING TAXES from' the person's par he is.NOT an employee under FEDERAL. LAW; and CANNOT BE classed as DAN' LABOR, and nutst• k>L listed .hereunder. This fomt is subject to inspection hy the office of the Collector of Internal Revenue.. Ali Contiarinrs or Soh -Contractors "rho hart contracted work' for a !Ai -OMAN. :tiununt-;nsd 1'rRFOR\It 1) 11.OR1t ON '1•I{F JOB 'tire as follows; ;-,TYPE,.'. • . ; Surveyor: cer: NONE • •'Architects , R,J Filer :. Land Clearing: NONE • NA ;i 'B. Ford Engineering ractar riving, Bulkheads; et Atlanticloundation 2110 N. E IRA Strew 91.1,5•=104 ItchDigging, Excavating • Ss<•_(e. Hes s en. Guns t met i Ar{)"1 661-7 ,0'3 septic °yank: NONE 5evvwr (:nnnec:tions . NONE 1'L1 AS£-PRt T ©tt LIFE ADDRESS' TELEPHONE O. 1771 West Flauler ; 6142-2152.P 7K9 ni ra l ria A.teww 11118-9025 - Crane e: . NONE • ncrete Placement: rsl cici r: NONE Erection Steve Recce') lnnstrot Hoc Steve Hessen Construction i✓ aser rlluck, Buick - Steve Hessen Construct ion 6 ytncr rtfosonry Walls, etc. • NONE .l' nthint,. H. L,.-B_t?bert$9f! 5ti a itn,s�. ' - NONE . • Peeples E1ecrriF Wan, Ft;hmcs ( Any^ Material). Du rw i jl Di v t c Inn sla• " 'NONF ' . �, �ktures Air Control f iaxin i, 1 NtINP ....1017a ng Carritth Rnnf i 49 .. Solar:,. —UHF Artistic Stone, Nfantle, Trim: NbNF Fireplace, uic. _ NONE catching [INF -T14 s A r lark. •f turr+n+E•11rxn1, e_F I nnr i n9 FIrusting•S;miler-I- rti4lo•r:_tLONE - ]�Ir!nllln�'-°he'rravm:' NONE .4.611-54-.-1,4-.--Vi •--V4 -rept _ 661 _76n3 661.76r•KA Street S wj 7.1 5tr•eeL .. __ J_-7603__ reef_ _ IJ48-4788 �_ S 1J.. 37r;uonup 5401 N lt 2.-72 aVef,"' fth8- 2603 ,,� 5795 N, X36 Aven,,a 341 & • W.--7].S.t-reef-___ A311-9751 751-759h -- 31._S._Id.._73aStreet___ (OvCr) fig ' i!;.• • (Continued from firct pnao) Mori rsig.Ti1c: Insulation, Rock, Wol: -- NONE NONF Tile Oath, etc • ' NONE [lath Enclosures. : `Arcous NONE , Ic, etc • NONE ' Steve Hessen Construction 5605 S ' W 74 Sr rpet 661-7603 r Contractor:_` Steve Hessen Construction dYV 5605 S. W. 74 Street 661-7603 Kitchen Cabinets: NONE Elevator. NONE • Metal Work(Railing•Grilles, etc.) NONE Metal 'ofx ([roof Mr Ducts, etc ) • NONE --Air Conditioning & Heating: Brandon Ai r Condit i on i ng Commercial Refrigeration: NONF _ Insulation (Air Conditioning) • NONF Inter -Corn (T; V.,ctc.) NONE ' Summing Pool NONE 21475 WPst R' Lane ` 888-4634 Well Drilling. " NONE � - - Lawn Sprinklers: NONE = Fire Spr. ki NONE Sc en Enclosures: Ai "r Control 57q5 N W - 36 Avenuo 6314-9751 Garage Doors: " NONE Mechanical Openers: .:NONE - - _ - - -- - - (Doors, r a Vend -Ilfinds3_ NONE aiming. Steve- Hessen Cnnstruutinn `�.6f15 S. W. 7-11, S -tree -t— 661-7603 Awnings R Canopies: -. NONE Storm Shutters. ':- jiONF__- %V;ipeper, etc, NONF Ouse Cleaning (Windows, etc) ` -1acsn: J I -- Landscaping: ._NONE Pavin6: NON€ hli,crllanttuu,:.NANE. _.._.. _ I do hereby state that I am the owncr•huilde.r of the above, and tictt no general contractor was employed itt tinyway. whatever; I hereby request that cxcup:t ey be Termitic(' for the 'above property. O11'\F R•1BL'l1.1(E It '1.1115 FORM ‘vi U. NOT HE ACCEPTED UNLESS EACII LINE IS COMPLETED AND FORM IS I.EGII3LE! I do hereby request that ocettpa permitted.(or the Above property. LICENSED C:UN'I It \( J )It B CITY OF CORAL GABLES, FLORIDA APPLICATION FOR BUILDING PERMIT Apptlration la hereby mode for the approval of the detailed statement of the plane and apeclllr1tlons herewith sub• Milord for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of the City of Coral Gables, Florida. Ali provisions al the Laws of the State •If Florida, all ordl• nances of the City of Coral Gables, and all rules and regulations of the Building Department of the City of Coral Gables shall be complied with, whether herein specified or not. Date /2 Isi CIWPiEit_ W lc4 ADDRESS ET. 4 re v�G© Lots) Block 13 SQUARE FOOTAGE Number of Stories Actual' Number • of. Unite Required Type of• Itoef Detached Buildings Use of 'Structure Land Coverage Is budding within easement area Actual cu. ft per front foot Is water available for this building? iCammercial Buildingel Size of: Lai :. —_—..Y,_..._ Building t• Setback F R '"` Architect' i_''` Estlmated Cost t •4,761 • d0 Bond No. Architect TOTAL' MI CELLANEOUS PERMITS: Name and h' -dress of Contractor t hereaysubmlt, 1n duplicate, alt the plans and specifications 'for said bullding.:.Alt notices with .reference to the buliding,and Its construction may be seat to '-s VN'6 ' V t' -V • b Phone, y '"S.1 1' nedi' {-. L;T h Lo, ,�11te� 1 . 1 —f }k(0 nes Or Contractor) STATE. OF'PLORIDA SS • COUNTY Off' 1 ADk Before inc, the undersigned authority, this day personally appeared to me well known,•who being by me first; dulysworn, did depose and day as follows: 1. That he is making application fora construction permit far the condtruttlon, or repair, of a building In The City or Coral Gables on the following described premises: glocFt Seetio Street 2, That In connection with the work'. to be done under such permit no general contractor has been employed or retained, and no person, firm or corporation, acting as a contractor, lareceiving any compensation whatever In conneo- lion with the work to be done under said permit, except. To be furnished at or btfure completion of job. (It is understood and agreed that NO CERTIFICATE of occupancy will be issued until a complete list of all Contractors who worked on the job has been furnished to the City and artless all such Contractors had current occupational licenses in Coral Gables.), that otherwiseeach person' engaged in said canstructlan work is being paid on the basis of . a Stipulated sum for his services per day; by the affiant, and that the labor being used in such construction is being done by what Is commonly known as "day labor;" that natant, pa owner, will comply with the Workman's Compendation law of the State of Florida,. by obtaining a statutory Workmen's Compensation Insurance pollty or by qualifying with the Florida Industrial Commis- sion as a self•lnsurer; that the offlant will withhold Social Security Taxes, and Federal and State Unemployment Insur- wee .Taxes, and Federal Income Taxes from wages of all such employees working tor him On such construction and will make returns thereof to the Collector of Internal Revenue, and to any proper Slate body. - 3; That this affidavit to being made by•thte affiant for the purpose of inducing the City to grant a tonatrucUon per: salt and to avoid the payment of the license fee and the deposit of a contraetor'a bond, as Wauld be required If this offlant were engaged In the busineas of erecting or eepalring buildings In The City of Coral Gables. Lottst FEES Sworn to end subscribed before rte this day of 1fy eommisslon taping: —A D, 19__. NOTARY PUBLIC STATE OF FLORIDA CITY OF CORAL GARI,i:a, FLOI1it),\ B APPLICATION FOR BUILDING PERMIT Application 11 hereby midi for the Spproval of the dctallled statement of the ;ling rlru1 ineeltioallone herewith dub. mind for the building or other structure herein dtacrilcd• Th1i application la midi In come)Mance and conformity with the Dirlid n: Ordinance or the City or Coral Cablto, Florida. Ali provIrtoni or the Lows of the Stitt of r'lorlda, ail omit. nonce% of the City of Coral Cables, and all cults and retrulatlons of the Building Dtpartnttnt of the City of Corm Giblet tha11 be compiled wttlt, tvhathtr hecti°l:t Miffed or not, de/g/74/71/442_10#,Y � /� ou'lfret /i >f Gr lit" AMIDfa& r tr; . i _ StCtialt- rrjziasr., .'d crA4rapstr v",,ar.,witat=caa • ertWtr.tna .=1.141=-LI tr:.CIZt. L' .V=.1043=2.-. Noel* of Storlt.t ir'umbtr o1Unfit Tywst of Aocf Lis* of S ature) Ss bt •twtthln essarntnt 11tat J to w...a 'casabas for thin building? 5tr.r �f Lot 5etbock Gaimisad tot ,r Archktct y4},(7t,+-�"Rl MISCELLANEOUS I'i;R,MITSt Lams and Address of Contractor I hereby tubmh, in d~rplicatt, 'Quailing and 11i COrllructlan may STATE OF FLORIDA} SS COUNTY OF DA11E D11orw its, the underrlkrrd authority, thli day panon%1ty rrpearad Actual required Detached 13i114Iatt Lind Coverage It Actual cu, ft. par front foot tCatnmsrctal Daildlnfal FEES Dullding AYr1t C and No.. �', SQuATec etas: TOTAL $ 7G!!. e'C' fJ t/ri u.eha, ail then pant and iplecifleitlonn 10 old building. All noticta with !trireme to 114 >:e tint to -7.41,1 . R'[L•. -Cr3".c r—,..cji t' near 0J- ;)/()-3) t2lienedl .�.+L0`C•r LY..-s~IG.eI.Crlti+ MLdr p g, . / taw rite or Comtroc rr1 by to ant welt known, who ttirg by me Dust duly aw'orn, did deport and toy as follows: 1. That hi Is nuking ippllcision ft,r a construction 1'artnst for the Construction, or repllr, ot bulk:hat 1n The City of Coral OAlslta on the lollaw int damned prcmtiii Loose ...,� fliock.— Suction. 8ttret- • 'that Incastnictlkn with ttni work to to vane under euch permit no Moral contractor hat beam employed or rotund, and o sawn. limn ,)r SO'oor6llon, eallnp 11 1 contractor, to rtcis\ing Any compinution whdtll'Ir 111 cannt icon 'An thi work to .r date saute Irict iirin1t, woo: ro i,v hlrnh'1.d at or situp rc+ntuleno1 of Jot,, 111 it tmirrauto,' and meta that NO CE1i'1lFIC tit r# arrupan:y W111 he !slued until h fiat if all t;l•ntt.l1tu..• who 1111111ri1 on 1111 Utb flat bran turluahed to the City and unlcar ol1 01101 CO}Ifai`t(Ir11 ,11 141rCt11 11444U,IIIUt1P1 ltlttlAws In 01101 Cinl,1ar,1 that otittrwltt each ;argon ertglptd to salts onotructicn work la Duing p4it1 on the Nits rI a etiyulatti turn Gar 1114 ierrIcs1 per day, toy tar 1Illant, alid that the labor beige nut In tuch conatructlon t% being Oita by what le commonly known is "day inbor;" that Moot, or owner, will comply with the WI:0(m n'te Compsni4tUcn taw *4 the State of Florida, oy entailing a Itat1toey 11brkttltn'1 Crin r Oncativn mare anrr policy a' by quallfy ing wish the l'iarklo to J 1rtat Commit' slat al 4 tilt -insurer; shat the iUGant wnhrtdld Baalal deriiri1Y Teaite, wad Futon! and Slate lintrnpiorrnant Irwin lilt i1xv*, aid teiderit lecornr faier from wom or ail such nnplc)tw4 working for httn an Ouch eanttruclloh and writ oathi rims thereof to tit Coils/tor rt 1nttl'nil revenue, inn to any proper brat. Cody, 11, not this affidavit t< being made by tali aflltnt t'' 1he purples of In4uclny thi City Weistrait e eonitructlon per, met 41,1 10 mold thi yriymtnt of the licence hr and lh1A Mort of i contritioe'o baud, 11 would bi rtquarrd if th14 11111111 \err engaged in the bushiest of dreellnl or l+tpairtn; bulldtnga In ',Phi City at Carol (110ics. Sworn to 11111 avler:rlb*t before me 1lrltr, ......,........day 4fy coenml4llnn is pint: RNI�'AIt111�k1'i'kiL'1C �l5'I`A'tlr �dy�!'f.(1lilGq • B CI'T'Y Or CORAL GAMES, 1 I.ORI1). ?,575-613 APPLICATION FOR BUILDING PERMIT All,lieatlrn In lhrtItry lextr for t!1„ nrlovol of elm drLeSle,l nthtArM1L nt tlln pl.tna an.1 wra.vtrscatlnnn h.,tr.: 1II uul' r.11 i,i for elm bu t ldin•1 +•r allow ti rrnotnl,t hi•s1ln donut hod, th1* efl,11 cal1on to sn evotisia,lr and Con:als111• with Ilan dial t+I ltl•j unrltnan.a or lbw rill nS Ibtat 4Alllri rlotlda, h11 IioYl Xlnnt ur thn Lawa of Lin! a•Iatn o! rlars•1•., nl1 ofda- noriee• r,f the City or Cor.11 Gnbinl, ntt.l nil ratan nn.l tturli Allnno or the nw11.11no nri,hl trent. of tho City 0( entail Ca1,1a1 Ih,Ilt ea r, ptlxal idth. *bother L+'rr 111 'peel tit,: or not, and !line ail lnrur+nr.+ rnrja,rre Lr tae alld l.n`,t1 ten1141. Inn guilt Iz, corrtr., and tole to rrl ci fair 11,, ^Mlle period Vat the work Roder ti111 Frin,ll in L,rlel+ary And until it■ 1.,1 itr ideas eo+nt.lrtiuls nl Itterolti41 Ly' S4A,ldnt4 .1f d !11,11 a..opintton cortlfita1Irn by t Ciey. t1tCN1h11 Oflitedelebfide—‘46&.$1 Vote— . ADDRESS Lute) ..2 Illock 19 Sec tlo J B „�J' Number of Stories Number of units Type of Roof Inc., 41.C// Use of Structure /9 � Is building within easement treat ^ r.4T�d It water available for thin building' —�--� Site of Lot Setback f' r� ,, 7L Rai . I. / 1t r Estimated Cosi Arch,tict teci,4/VA. ii 1Niye/Y.p Ex? SQUARE Required Detached Aulldinge Land Coverage Actual cu, it. per front coot 1Commeretat flulldlnsel FEES Building 1-a.-., arr�,..4 Architect ge L Dcnd No, ,'372- , ,60.0TOTAL i4 MISCELLANEOUS PERMITS Noma and Address of Contractor MAL tidece ?nee. 1.4 /009 94, Fr. 419`1 31�, 1 hereby submit, In duplicate, all the plans and specifications for aid building. All notices with reference. �tto. the building end its construction maybe sent to irnw cat f P,horle 7'141�Sl (Slimed) "eta—% Contractors Stale or Florida Filo En. STATE OP FLORIDA g8 COLA TY OF DADE Deface me, tho undttrsisrrd authority, tilts day personally appeared Irrinel • to me well known, who being by me first duty sworn, did depose ant eey en follows: 1. That he la making application for cont.ructlon permit for the construction, or repair, of A building In The City Cabin Carol Cab. oa the following described premises: Latta: ,.. ,_,. Aletk,....._ Section,.....,,._ Mr** 2+ That in connection with (hi work to be done under such permit no general contactor has been employed or retained. and no person, fern or corportilon, acting as a contractor, le receiving any compensation whatever In connote with the work to be done under esid permit, except: To b,. turn+,haul at or leture rampitiI1,t el loll, fit le underttacd and agreed that NOCElk7'II'ICAT1 of oetupnncy will be Wiled until a complete lit of oil CuI111,itlel:F ''1111 wttrkr,i on the ph hot been tllrtln}Irlt to the! Cliv end. 111411e% all Inch Ctnitlr,lctere t-41eurltnt ovfup:alumm' bermes in Curul Ustiv1I that otherwise each person engaged in raid construction work se being paid on the bade of s stipulated sum to hit aervtrvn per ties, by the of flat, end that the labor being used in Iurh conetrucUa. . 8111I114 Wit by what is commonly known u "day labor;"" that afttani, oe Owner, will comply with the 1Vorkmer.'1 .lompenoalion law of the State of F'icriaa, by obtaining etatutor ►Vorknlan's Compensation matte once policy or be 4oallfyyinil with the Florida Indlleirlat Commis. e;on ire a seltineurer; that the ethane will withhold Social Security Tyco, anal Federal and State Unemployment !near ante faxes, and Fedstet Income rsxet from weirs of El curt em lcym working for him on such conatruetlar, and v,111 make returns thereat to the Collector of internal Itavenu7. end to any proper State body, • 1h,' i,•il ,1.tpLte ll It 1•s 1,11 rn•f., by thlr ntrldnt r,•r !no p,ltirrn Vr indl,l'lh.l lne illy 1 11.,!t t •',d•.tl,al loo 11r' "1! „-1 Id ,+ 14 1,.+ 1^rw•rv1 "1 1+1.• It.1•,,ti I. +ill file it,ranll or 4 4 n4rib•llq'a Lrwl, Is skald 1' tr.l,.t to•1 11 t4 .1a .111 1 ""111 ,•,+'Nara la 11••1 1.".1'•.x•,., .'1 wl•,I11.1 r1 trralliitt H1101+111 In 'rl„1 lltj! rl t'ti'•tl 11,1.1.'M, '11.e rwnrr.•.111.101 ray 1, le{v.i.'1 1,.410. 1 .0 1.1. I•i r.., .... � . .. . • , tin .r4. ..r wawa.. i,. ....+,.�. ..1 .t . ..,......411' ,I.,i rep e.1 , Itt rt,1•9tr. !worn to and eutdcribed before me iltleaa„a,..,1 ,,,_des tit vy commission expires. LOViC1►i FitVl;:IIINI) FLOCitf LLLVA1lt)ri til1Clttthnl; k'rY.lin1Nt11� -.... aaa.A.D,, lo-._.... Y41TA W'unLi4 8TA'r� Utr Mt.c7illl}h�� �� r� III 1. 1 fi• 1' li. 1 s�fE1l;;Ii .i ill ! In�ry htL, lei;lf�i c!r�.trio i'1 .. .s ,u : .� ... ,-,i u .0 a w,r...aar+� .I.* r -w - C1tY OF CORAL. CABLES hUIGDING b ZONING lIECIIANICAL PERlIIT APPLICATION DATE: (1/4 F 1 Jib Data BUILDING �} +'X,"1ECIIANICAL 3,5j I hereby make application for a permit to cover PERMIT NI fl F V PFRHTT NO: fI tm.114ttA 1181 l TYPE SPACE HEATERS / IlEt.TIN i1.CJ 0(J� �T^R%�Cerhill'CIf I1NC (17INO) �lJ, #Tv7 CONfl1T1ONINC (CE�Ny'TRALATOA1 . ''' / 6,0D REFRIGERATION PROCESS MD PRESS. PIPING UNDERGROUND TARS EST. COST• ffP ?Ili !!`.f, a o° CONTRACTORS FIRM- /-13,\G '`alt ,4 COrITRAt"i S ADDRESS, PlLO E IMIEIS T,TkNE : 1��,4 11\iIt A`I i+ii 1� JOB ADDRESS sv ki6p cta Ir 'ti :1 I" �:'' t al 1 LOT ABOVE GROUND TISIF..S U.F. PRF:+SI1f.E Vl!SSdt.3 SUBDIVISION STP.Ai BOILERS NOT WATER ?OILERS nctimICAL VENTILATION INTERNAL r.G't4SUSTTO:I INC. AUTO SPRAY 1tORT}I FIRE SPW U KLER SYSTCI CUOL= TOWERS rte- 1^,*J6+,'rr.;�1Ir tKspecr'io! RECOR= R.r,Iutr4•d Inspectors Gate Date t Utier Inrp, nrp. Date ate _ R. _Loa... Necie Ano• DIs• ,i Litt Type, P ttent ems App. Lap. Brat III Or Units Checked ' Nonsti Dalt A r1ut Final :nit A Flue 1192E1. tiltct.t Final Duets Rough Unit Final Unit nod) mitt Finyill Dna _—.--- � Ref lg. JIta.r e otati- i''tn.ti Tie�k — I: •;�;1h ILOCF Application is hertby node to obtain a permit to do the work and inatallationa es hereon indicated. I certify that no Rork ar inat*Llstion had bean effe.;ted prior to the issuance of said permit and that all nark will ha performed to seer the atenderde of all lawn regulating construction in Dade County. I further certify that I have checked and am reepotu±bla for the iniquity of any ex - lacing sprees to which the work dta- criba4 in this permit adds extension or islets changes. 1 art t� ri "E AiURE 0p HASTD• r «1 1/ ,� � OR OWER . BUILDER G!' il"resiutr I t*u �h W+eaels P t - ,......«... Veht,.- l:snh Tiit,•'�y 1lewrtt r -- RENARJC List beret Reason* for all Dtaapproviix. 'ate 1 Type of all. Notices left, all ltrbal lnntructirna co Contractor and My Other lnlentation Pertinent to the /tweet t on of Tye. Job. RI V( If') 7Av st:A,1/1 TIC.+ rcpte+anti the Lot. Tndtrerr-- thu blue 'dins In *pees !haMtt.X the +w1NSHn�r f .ml lot 1 inra mild other hilildtnpa. . 1..1/ /3 B CITY OF CORAL r:rlll.t S1 FLORIDA 4q Sr/ 75 APPLICATION FOR BUILDING PERMIT Application to hereby nod. ter the approval of tho tcos.1i1o1 utateront of tho plans and oyoclrications hotrnwltit oub- 'sltlt.to 11inged for the 01.4f11011011bolding ofrOther •he CitytofCloralturo herein 'yablis,lencl rlattiled. s, ? 11. pa -Molest of %huatio 1.0wiryar tho lflolnanti .1 r orldo, .11 orlal• nanwh.n of the City or Coral Cabled, and all rutsn and roq.lattono of Ow Ih111Aina Department of Inn City of Carat Cable. nhell be caeirtfed with, whether herein specified or not. arid that all lnnnrnns* required any Lay and boat regulation shall ho ryrrtnd and kop1 in force for the entire period that the work under this permit L. undorway and until itn satineoMnry^ Ccunpl.^ttnn as dnter..tned py 1r611anee ofoo final .o.plotIon certification by the City. ',- OWNER /1/2d0.4/104/A., i'J11 �f Date %ll.%' if 3 1.9._ _ o., ADDRESS I Loses) Block-3 Sectlo 14' SQUARE FOOTAGE Number of Stories "ye .5.4_ Actual .1--- Number of Units Required Type or Roof Detached Buildings Use of Structure g, '1e/ Land Coverage Is building within easement areal '4e�• .+rap �P,e.7Metual cu. ft. per front fool Is water available for this building? tCammerclal Buildings) Sire of Lot _ / Y 1, FEES Setback o F.._••.r rte_ S Architect $ Estimated Cost II--- Bond No. 1 Architect fIAdRiv.4 i3^tt11'YOA/D TOTAL E f4. Oa MISCELLANEOUS PERMITS: %? p eAroePo el — bate end Address of iCoatracto f a 1.' k 57 '&! C' 7 f�'r .2 I hereby submit, in duplicate, all the plan d eeiflratirns for said building. Alt betiding and its consiruction may be sent tor(' 1 Olt /p0 �vO. (Signed) STATE OF FLORIDA SS COUNT'( CIF DADE re with reference to the 1'hone299 70136 lt�wner • r •ntreclor� by State of Florida File Itivt et, d.di it adore me, the undersigned authority, this day personally appeared 1printl to me well known, who being by me first duly sworn, did depose and say as frllowr 1. That he is making application for a construction permit for the construction, or repair, of a building in The City or Coral Gables on the following described prernlsea: Lottsl Block Section. _ Street 2. That fn connection with the work to be done under such permit no general contractor has been employed or retained and no person. firm or corporation, acting as a contractor, la receiving any compenratlon whatever In mimeotarn with the work to be done under said permit, except: To be furnished at ur ktrute completion of fob. fit is understood and agrees! 'hat NO CERTIFICATE of occupancy will be issued until a complete list of al! Contractors who % 111koa on tite job has been furnished to the City and unkeas all such Contractor had current oreupatianal 1lcomea In Coral. Cables,) that otherwise each person engaged In said construction work is being paid on the bails of s stipulated sum for his services per day, by the alllent, and that the labor being used in much conntruetlnn is being done by whet is commonly known u "day labor;" that alflanl, re owner, will comply with tho Warkman'a Coro1peniation law of the Stale of Florida, by obtaining a etatuiory Workmen's Compensation Insurance policy or by qualifying with the Florida Industtiol Commis• awn aS a self•lneurer, that the afflant will withhold Social Security Taxes, and s .rat and Stets Unentptoyment lnaw. arse Taxes, and Federal Intomr Taxes from wares of ail such employee. working for him on lush construction and will make returns thereof to the (Collector of Internal Revenue, and to any proper State body. 1. That 0110 ,I1t1J,ivlt to be env ,wide by this ',Mont for tea pwrt yr of 'niacin" the, City to vrant ■ C.Mrrsurtton 1rr- Alt .01.1 10 .Ivol.f 11106 pay0..nt of the Mien.q No ant thy 1.pa,Lt al a enntr.aetlr'a t+ix1, ao t.uuld ne 1.!.,.I, .1 It 111.1 4111101 1.010 omitted to the beainaas of +ro.°tin,' or r0y,Itrl%i LullJlnus li The CM. or Carol [abler, The ..wnvr.nott ler oily In. ('noised to e•.rni.t a cat1. Land iurrlelr0t to roger the cost of repair or repta twat at e.aIMMYiat1A1 ..'0110 41 city property. 1r•1�4nat Yl Y1 Sworn to end subecrlb d Deftre iota thls^..r_.. day of ily rarnmiteilln expire.: —LOWEST FINISHED FLOOR ELEVAII'tN'l (including b,15omenty DIST RI CTS 1i;_r1r-i;,'F. li: _o rich i'rCrxr.sYil� I _ I X 4lll in.1(411ti� elate cli'.1tiCt% ....*.........r.—.._...._..._+..........._..�. NOTARY MIMIC IttaiTE or FLORIDA fJf� STATE OF FLORIDA AFFIDAVIT COUNTY OF DADE BEFORE ME, the undersigned authority, personally appeared HARVEY M..GOLIDSTEIN and CARON DAMM GOLDSTEIN, who, after being duly sworn, .depose and say:. ' 1. . They hereby release the City of Coral Gables from .any and'all-liability resulting from injury to themselves :as a result. .of the ongoing pool construction in their, backyard located at 850 San Pedro, Coral Gables, Florida, HARVEY M. GOLD SWORN TO and subscribed before me this „/4Z day of May, 1985. Notary Pub c, Statt)F. Florlc:t' My Commission Expires: I CITY OF CORAL GABLES BUILDING & ZONING MECHANICAL PERMIT APPLICATION DATE: C--(fY Job Data BUILDTING YECtlA l [cm. Thereby wake application for a permit to cover PERMIT NO‘-- PERMIT NO: EST. COSTr iJa f%' 0 TYPE J ,J } , SPACE REaTERs 1 l (x J' ` CONTRACTORS FIRM p_O / +' 1 3 1 �f Zr7.00 i i CENTRAL 13'cATTN/G �/ . 0i7.0 �L$iTitA KS ADD 5S �P-Tlt AIR CONDITIONING {WING L /P .4;0d r9 AIL' � •L i I 31O� 441164 1' 7ON,{ kIR CONDITIONING (CE RA 'r,.f)61CT WORK ONLY �7�" (900.40 REFRIGERATION . "• PROCESS•AND PRESS.' PIPING •ONDERGROUND TANKS ABOVE GROUND TANKS u.F. PRESSURE VESSELS - STF.AN BOILERS HOT MATER BOILERS' :ECHANICAL VENTILATION INTERNAL COMBUSTION ENC. AUTO SPRAY BOOTH FIRE SPRINKLER SYSTEM COOLING TOWERS :rise. DRAIN �� snd TOTAL rri ! t Required Inrpettion Inspectors Maas NSPE at* Date D . Dina i ca.tin Air Condi. i- awing Refi emit: List here: Reasons for all Disapproves, erati Tank Rough Date 4 Type of all Notices last, all Boilers It" l - . Verbal Instructions to Contractor and ipresaur- Ro" h Any Other Inferastion Pertinent to the. Final inspnctton of This Job. Rough Fins I Rough Final Rough Unit & Flue - Final Unit & Flue Rough Ducts Final Ducts Rough Unit Final Unit Roarth Duct Final Duct Rouqh VEERS NAME JOB. ADDRESS 01. ghat' LOT BLOCK SUBDIVISION. Application Ea hereby made to obtaio•a permit Le do the work and installations_ as hereon indicated.' I certify that no work;ar iostalletion,has been effected prior to the•isauanca of saidperaiit and that- all work will- be performed to meet the standards of 'all lava regulating construction in Dade County. I,further certify that I have checked and as responsible for the adquacq of any -ex- isting syst to which the work des- cribed in th s penalt adds erte pion or makes the by\ SIGMA 0 MAST OR 0' R - BUILDER ON RECORD Other Insp. List. Type, Exten -Or Units Checked Date Date App. Disap. Vessels Ventila, tion Mla�. List REMARKS This space represents the Lot. Indicate the building in spaca showing, the distance front lot lines And other buildings. • CITY OF CORAL CABLES, FLORIDA APPLICATION FOR BUILDING PERMIT Application La hereby made for tha approval of the entailedotatument of the plans and specifications herewith sub- mitted for the building or other structure heroin described, This -application is nado in compliance And conformity will, the building ordinance of the City of Cara]. Cohlue, Florida. All provisions of the Laws of the State of Florida, all ordl- .naacon of the City of Coral Gables, and all ruins and regulations of the Building ttepartaent of the City of Coral Gables. shall be complied with, whether heroin npaclfio4 or net, and that all ineeranca required by Law and Local regulation libel,. be carried and kept In force for the entire period that tho work under this pornlL la underway and until its satisfactory completion an determined by issuance of n final completion certification by thu City. - OWNE 1 . 1:7'Ct//,4 /1/ /Y. -Y, fa.% /S Date fI[—= 5 %� 19 tr7 ADDRESS psS 'Lst je 1 �a Lottel AS— S Block ' • Section /i/ /.314 ' S SQUARE FOOTAGE Gj/ S — •Number of Stories —w s/` Actual — Number of Units Required, .. Type of Roof Detached Buildings Use of Structure AO 7 L5-.1-74" e% git5y,ETo Land. Coverage Is building within easement area? /?,e. '+Yrf ',;17.53 Actual cn. ft. per front foot Is water available for, this building? (Commercial Bulidinge} . FEES Site of Lot '�-- - Building S Sa' Setback r_ .�, R. I R- `. Architect S. , Estimated Coat $ Bond No $ Architect 4674•41.1..t.4: //9.1c ,416.erlo TOTAL $ C., IVIISCELLANSOUS _PERMITS:' fr T ,,e,yr.: • Name'and Address Of Contr. ��I `P>I� �L34'STr +1rc;Lf ?nv f', M /00994 1�j�n+ul� '33;"5/O I hereby. submit, In duplicate, all the plans and specifications ,for said building: 'AII notices with reference to the building and its construction may be tent to 5h!%y.erj5 8:900m- Phoner4• - Z13 (Signed) ref (OvF?tef or Contractor) STATE OF FLORIDA COUNTY OF, DADE SS State of Florida File No. Before me, the undersigned authority, this day personally appeared (arincl to me well known, who being by me first duly sworn, did depose and say as follows: L That he is making application for a construction permit for the construction, or repair, of a budding in The City of Coral Gables on the following described premises: Lotfs) Block Section Street 2. That In connection with the work to be done under such permit no general contractor hoe been employed or retained, and no person, firm or corporation, acting as a contractor, is receiving any compensation whatever in corium. tlon with the work to be done under Bald pennit, except: To be furnished at or before completion of job.(It is understood and agreed that NO CERTIFICATE of occupancy will be issued until a complete list of all Contractors who worked on the job has been furnished le the City and unless all such Contractors had current occupational licenses in Coral Gables.) • • that otherwise each person engaged In said construction work is being paid on the basis of a stipulated sum for his services NI' day, by the affiant, and that the tabor being used in such construction to being done by what is commonly known as "day Iabor;" that affiant, as owner, wit comply with the Workman's Compensation law or the State of Flcrlda, by obtaining a statutory Workmen's Compensation Insurance policy or by qualifying with the Florida Industrial Commis, smon as a self•Insurer; that the affiant wili withhold Social Security Taxer, and Federal and State Unemployment Insur ante Taxes, and Federal Income 'Taxes from wages of all such employees working for him on such conatrucljOn and will make returns thereof to the Collector of Internal Revenue, and to any proper State body, 3, 'that this affidavit is being °Lido by this offlant for the purpeen of inducing the City to grant a construction per - alt and to avoid the payment of the license fee and the drpentt of a contractor"o bend, as would be required if thle affiant +ream enraged in the business of erecting or rvpairing building' in The City ei Coral Gables. Tho owner -builder nay be required to furnish a tech bond sufficient to cover the cast of repair or replacement of consequential damage of City property, 'Signature; Sworn to and subscribed before me this._ ... day of D IDS. My contmteston expires: LOWEST FINISHED FLOOR ELEVATION (including b,3sernenl) DISTRICTS N. F. II. G. F. H. I OTHER Required ~~. X441 tllrlpftroprirntu dt;lricts NOTARY PUBLIC STATE OF FLORIDA CITY OF CORAL CABLES, FLORIDA APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and epedflcatlons herewith sub• milted for the building or other structure herein described. This applicntton is made In compliance and conformity with the Building Ordinance of the City of Coral Gables, Florida. All provisions of the Laws of the State of Florida, all ordi• nances of the City of Coral Gables, and all rules and regulations of the Building i7epartme$of the City of Coral Gables shall be compiled with whether herein specified or not, I9 �� Date 3)1.1. otyffs ADDRESS Lads) Number 'of Stories Number • of Unia Type . Roof . Use of Structure Is building within easement area? Is. water available for tills' building? Sire of Lot Setback'F' ! /Ad _ I• 50 Air- def. I_(, jar) Estimated .0 Architect' :. MISCELLANEOUS PER11HITS:' Block Section ',4 SQUARE FOOTAGE Actual, Required eteuched Buildings - Lend Coverage Actual cua, ft. per front foot (Commercial Buildings) FEES Building '$ "7C° Architect ,a.a•et, .Flood No: 2Z9C5 tl 7LC'!!G' TOTAL.: $ I'r4i'/,•d p 'Name and Address of . Contractor,/ Xt44Y Fe s /{ /U& 3I 24- - - ,90 r% 1 hereby submit, in duplicate, all the plans and specifications , for said bullding, All notices with reference � two the building and its construction may be sent to ' Sitai t F nel,::..;r :[�i11%5 (Signed) �,Oaw45, araor �� ontractcrl by STATE OF FLORIDA S3 COUNTY OF DADE Before me, the undersigned authority, this day personally appeared to me well known, who being by me first duly sworn, did depose and say as follows: 1. That he is making application for a construction permit for the construction, or repair, of a building in The City of Coral Gables on the following described premises: Loda) Block , Section_ _T_ greet 2. That In coon t1on with the work to be done under such permit no general contractor has been employed or retained, and no p•:son. firm or corporation, acting as a contractor, Is receiving any compensation whatever 1n connea Lion with the wo.,t to be done under acid permit, except: To be furnished at ar before completion of job. (It is understood and agreed that NO CERTIFICATE of occupancy will be issued until p complete list of all Contractors who worked on the job has been furnished to the City and unless all such Contractors had current occupational licenses in Coral Gables,) that otherwise each person engaged ht said construction work la being paid on the basis of a stipulated sum for his services per day, by the Want. and that the labor being used to auch construction 1a being done by what is commonly known es "day labor:" that afflant, as owner, will comply with the Workman's Compensation law of the State of Florida, by obtaining a statutory Workmen's Compensation Insurance polity or by qualifying with the Florida induatrtat Commis. lion as a self•lnsurer; that the afflant will withhold Social Security Taxes, and Federal and State Unemployment Insur. ance Taxes, and Federal Income Taxes from wages of all such emplcyees working for him on auch construction and will make returns thereof to the Collector o: Internal Revenue, and to any proper State body. 3. That ills affidavit is being made by thls affiant for the purpose of Inducing the City 10 grant a construction per mit and to .void the payment of the license fee and the deposit of a contractor's bond, as would be required 1f this 'Mani were engaged to the business of erecting or repalrlrg buildings In The City of Coral Gables. Sworn to and subscribed before me thla_.... - -_._..,,day of A D �y commlaalon expires: NOTARY PUBLIC STATE OF FLORIDA FILE 5*-EET A DDR ESS STEPHEN HESSEN %scat edaia — Condruciion — 9nm eat 7 3 6 0 RED ROAD SOUTH MIAMI, FLORIDA 33143 MOM 01/1 CORAL 6A0L[S 000110 ROALIO11S MIAMI 0OAR0 or REALTORS FLOPIDA AMIN. OF ROALTOPS NATIONAL 000110 FLALTON. City of Cpral Gables Building Dept. Coral Gables, Florida TELEPHONE 661.1029'. April 10,, 1968 Dear Sirs; Please accept this letter as authorization for Mrs. Norma Starr to sign for and pick up building permit for Mr. Alpha Wlggins1lBuilding Permit. The permit is for an addition at 850 Lugo Avenue, Coral Gables. Very truly yours, •t e Hessen, President Steve Hessen Construction Co. SH;nls JILD1NG FILE STREET ADDRESS. Iz n EXISTING I LDG, LINE y CnriTILEVE�z 3t ter. IIa Tyr G E s71tRups TYr. L A. C -ND sriAtL FOWL. iAwx. SPAcIPG o f 6" 7e C -A. CoAvast. - 3 II C ,c. FI Lcc p STL-'L ?IN PILr~1 Svtis-r17vpoa. Fog_ 10 Co . ST E»SpN6(5LL.LINE #/Oot � / ` :ƒ f 1 . ' H s L UG 14A+16 _ um:F4"m p& % w , —3`ƒ Lt D S7 1- 9,,0 'PILE 5wpa0")Rg 1. Co..x m L' '201-0 ? 1GJ ee 1 L. . cn m ! " PAN -A MERICAN:'-FOUNDATION C'O R• P.©1{4 0 N P. 0. 1301[ 610224 N. MIAMI, FLORIDA 33261.0224 Mr. David F. Ludovici, City of Coral Cables Building & Zoning Dept., 405 8iltmore Way, Coral Gabies,.Fla. 33134. PHONES (3051 893.7451 693-3941 Miami, April 24, 1985 Ref: Remodeling of Residence for Mr. & Mrs. Morris - 850 Lugo Avenue, Coral Gables, Fla, Dear David: Please find attached hereto, copies of shop drawing prepared by Mr. Maurice Gray Associates, Consulting E'igineers) which replace the original concrete piles with 311 Mini Piles. • Their enclosed letter is self-explanatory and we lock forward to obtaining Your okay to proceed accordingly. PAN finE CORPORATION .rturo H. S.l.ow Preside/ AS:am.- maurice gray associates, inc. tel l3D ) 444.5162 consutbng engineers 4090 lac,,una st.. coral gables. f IGrlda 33145 po. box 161671, m+airW, flonda 33116 April 17, 1985 The.City of Coral Gables Building & Zoning Department 405 Bit tmore Way Coral Gsbles, fl. 33134 ALL: The Building Official Ref: Remodelling of Residence for Mr. & Mrs. Morris 850 Lugo Ave., Coral Gables, fl. Dear Sir: The attached sketches SK -1 & SK -2 are the proposed locations of pin -piles, 3" dia. galvanized -steel, concrete filled, to substitute for the 1❑" concrete piles shown on the approved drawings. These piles are manufact- ured and installed by Pan-American Foundation Corp. of Miami. At least one pile shall he load tested, to verify the carrying capacity of the piles. If there are any questions, please do not hesitate to call us. Very -truly your Maurice E. Gray, CITY OF CORAL GABLES BUILDING & ZONING MECHANICAL PERMIT APPLICATION DATE: l • J4J C( 5 job Data hereby make application for a permit to cover s!TALLAfl .. TYPE ?ACE HEATERS tiTRAL HEATING Ve-1,0 R CGNDITIONINC (WINO) ER CONDITIONING (CENTRAL 'WP IC/ WORK ONLY . L FRIGERATION 3UCESS AND PRESS. PIPING +IDERGROUND TANKS 3OVE GROUND TANKS .F. PRESSURE VESSELS rum BOILERS DT WATER BOILERS ECHANICAL VENTILAT/ON ITERNAL COMBUSTION ENG. UTO SPRAY BOOTH IRE SPRINKLER SYSTEM DOLING TOWERS ESC. (41. DRAIN TOTAL ; --- tin di• ink is Required Inspections Rough Unit 6 Flue Fisa1 Unit 6 Flue Rcl h, Ducts Final Ducts BEvgh Unit Final Unit Roeph Duct Final Duct .df) 57. PERNIFhNO2n - 1() mEcHANPERHITIcAt NO: 72 5 l BUILDI EST. COST: 1/ •J; (no , 00 comic= FIRM -70_, CIO S ADDRESS PHONE OW lERS NAME R /o v.vito _ 1f!.1 6 - JOB ADDRESS '[j L u Go AuE cirr Coc a I u 10 k PRONE LOT BLOCK SUBDIVISION Application is hereby made to obtain a permit to do the work and installations ea hereon indicated. I certify that no work or installation has been effected prier to the Issuance of paid permit and that all work will he performed to meet the standards of all lava regulating construction In Dade County. I further certify that 1 have checked and air reaponeible for the adquaey of any ex - Jolting eyetems to which the work des- cribed in this permit adds extens«on or makes changes. i SiGNATURi: 4F HASTIER CAC A C 2 s...419-- OR OI7NER — BUILDER t •► EZPEFICAI: 1NSPECTXO41 iIECO D Inspectors Date Slate Other Insp. Name App. Disap, List Type. Extent 0 Units Check ou_y1 • final k Rough crs Ftnai els Final ila R°�h ----Final Rough: '�-Final Insp. Date Date Name App. Dinap. List here: Reasons for all Disapprovals, Date 6 Type of all Nnticea left.'all Verbal lnatructiona to Contractor and Any Other Information Pertinent to the Inep eetion of This Job. --)40151 — • T�1 q _TPA ,E i(ft, U 02f41 This apace repreaente the tot. Indicate the building in apace shoeing the distance front lot linen and other buildings. CITY OF CORAL GABLES aUILDING 1. ZONING MECHANICAL PERMIT APPLICATION Job Data [ hereby make application for a permit ,to cover ya1igULATIED D. • TYPE SPACE HEATERS -13Tj! } coo CENTRAL HEATING Liz kla5rinati -CV f,ko1.lfed/3 -100v t len/1,7,70o AIR CONDIT ONIHG (WIND) AIR COIiOI1IONINC (CENTRA DUCT DUCT WORE REFRR1GERAATICN PROCESS AND PRESS. PIPING, U'NOERGR01iND TANIIS ABOVE GROUND TANKS &F. PRESSURE VESSELS STEAK BOILERS HOT WATER BOILERS fECI1ANICAL vEtrauTI0N INTERNAL CO'IUSTION ENG. AUTO SPRAY BOOTH FIRE SPRINKLER STSTEM / r.v COOLING T01rERS '! 3ISC. COI1D. .DRAIN c] U[� Required Ins 'actions oatin Rough Unit b Flue Final Unit d Flue Rough Ducts Final Ducts DATE: B-6-8 BUILDING MECIUM rAL \L.D PERMIT N ftS 1 PERMIT N0: t SST. COST: `+ -17-9° '°° CONTRACT ORS FIRM 9 » J C ONTRA ORS ADDIgfq tir I OWNERS NAME I4 joy.voia4 fi�l 1 JOB ADDRESS 9 , X11 CITY c ( P( PHONE LOT BLOCK SUBDIVISION Application is hereby a.ade ro obtain a permit to do the work and installations as hereon indicated. X certify that no work or installation has been effected prior to the inanance ofsaiddCieril it anti that all work will be pT et the standards of .all laws regulating +set construction in Dade County. I certify that I have checked and am respond/hie for the adquacy of any ex- isting spate= to which the work des' cribed in this permit adds exteniion or sakes■hews. { IL EzMnICLOO5PECT10D RECORD Impactors Date Date Other Ines, Thep - Date Date Name A . Disa• List Type; Extent ass App- Disap. 0r nits Checked 2 -(.' "?6(4 it Rough Unit ands, Final Unit onin 112'.10, Ducr1(Z - �i�/sril ll efig Rnu¢h i• ratio. Final :nnk Rau h — 'tiers Final .assure Rau h :owls I•na i :ntila' RauRh on Final Rou l .sc. Final • fat REMARKS Lice here:. Reasons for all Disapprovals, Date & Type of all Hoticee left, all Verbal Inotructionsi to Contractor and Any Other Information Pertinent to the Inspection of This Job. This space represents the Cot. Indicate the building in apace showing the distance front lot lines and other buildings- Sao 7L- • I r I U_ ' lot 9t s Q.'- 6' I . • E / '''' ...7-t-11% tr. Ia. .. t - •. ,PA ---- 14) coNG PILLED i E - ?NJ. Pltz. I ID • .0 J e 3' + CONC. Fu. - r lPsa Psudd AS A A u>= u n } Tr4s7,4.4."9 7fft4L a t7 PAIJ I r-409(4 claaJ Mundt) lot," eta" Auu. Cnito, . a bi- pet. FILE. Shat- Piet-- TO Re &MAI 1tE1?. diC TA.- 10 ,�, I `' / • a 'r� �� .1/ '/ Fra k -le I tcr Of 4, t " =:�• al��• I W Pi:.I G —.f^ 1 yJeri-/r le) ".P. 041:340cotiC. .STEL FIN. PI La $mig. _thiloRIC_0og E._ pcR._PacM 4' ` E — 4 r +y' I 1•� r /11\at--IS 'VS,DExJCG2550 0 p r !..RMf. No maurice gr' y associates, laic cconsulting engineers 4090 Laguna street coral gables 8.33143 t:el.[305) 444-5122 'P e-oPo$e"p gUSS'1 71)Von3 DF 1"0 PIL rod- to'" P.C. PaLLr3 • •aY wok.V. DoO . Ut4DER PPIr M rr .t F' tan r., *PO C -61-4C ILL rJ P11J, FI t.11 101-d' 10-1 1c, `d - l1 STEEL .FOAP1 LTYR')! ,- i w : I _1 r +- , 4 _�A, _l / q, . 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