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Home My Public Portal AboutHISTORICAL SIGNIFICANCE DETERMINATION LETTERS - 199 CAOBA CT -LETTER #1 1 Lyons, Nancy From:Lyons, Nancy Sent:Wednesday, April 26, 2023 2:31 PM To:'manny@mvgroupusa.com' Subject:Historic Significance Determination Letter for 199 Caoba Court Attachments:CaobaCourt199 - L1 & Receipts.pdf Good afternoon: Attached please find the Historic Significance Determination Letter for 199 Caoba Court along with the receipts for your payment. The originals will be sent via regular mail. If you have any questions or need any additional help, please do not hesitate to contact us. Best regards and have a nice day. DID YOU KNOW? : Did you know you can check your permit status, pay permit fees, and request inspections online? Click the link below and follow the directions prompted on the website: https://edenweb.coralgables.com/Default.asp?Build=PM.pmPermit.SearchForm&utask=normalview Please Note: Florida has a very broad Public Records Law. Most written communications to or from State and Local Officials regarding State or Local business are public records available to the public and media upon request. Your email communications may therefore be subject to public disclosure. Historical Resources e Cultural Arts 2327 SALZEDO STREET CORAL GABLES FLORIDA 33134 &® 305-460-5093 €£) hist@coralgables.com April 24, 2023 Manny A. Varas 199 Caoba Court Coral Gables, Florida 33143 Re: 199 Caoba Court, legally described as Lot 4, Block 25, Cocoplum Section 2 Plat “F”, according to the plat thereof as recorded in Plat Book 133 Page 30 of the public records of Miami-Dade County, Florida. Dear Mr. Varas, 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 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 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: 199 Caoba Court, legally described as Lot 4, Block 25, Cocoplum Section 2 Plat “F’’, according to the plat thereof as recorded in Plat Book 133 Page 30 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 at this time 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, Year ara N. Kautz Acting Historic Preservation Officer cc: Brianna Ruiz Varas, 199 Caoba Court, Coral Gables, Florida 33143-6521 Albert Menendez, Chair, Historic Preservation Board Cristina M. Suarez, City Attorney Stephanie Throckmorton, Deputy City Attorney Gustavo Ceballos, Assistant City Attorney Suramy Cabrera, Development Services Director Jennifer Garcia, City Planner Analyn Hernandez, P/T, Plans Coordinator Assistant Historical Significance Request Property File Printed on 04/24/2023 0.00 HI-23-04-8544PERMIT NUMBER: Applicant: Project Description: Owner: LETTER OF HISTORIC SIGNIFICANCE Site Address: Project Name: PARCEL NUMBER: Legal Description: Tenant: 199 CAOBA CT CORAL GABLES, FL 33143-6556 COCOPLUM SEC 2 PLAT F PB 133-30 LOT 4 BLK 25 LOT SIZE 13972 SQ FT OR 20560-0957 07/2002 1 COC 23973-4071 11 2005 1 03-4132-031-0520 BRIANNA RUIZ & MANNY ANGELO VARAS 199 CAOBA CT CORAL GABLES, FL 33143 MANNY A VARAS 199 CAOBA CT CORAL GABLES, FL 33143 Contractor: Bus. License: YHISTORIC SIGNIFICANCE FEE CITY OF CORAL GABLES 405 Biltmore Way - Coral Gables, FL 33134 (305) 460-5235 Qualifier: PERMIT ID: 324538 056479Cust. #: HISTORICAL RESOURCES DEPT INVOICE Historical Significance Determination Letter for 199 Caoba Court. Fee: $761.25 *HI-23-04-8544*HI-23-04-8544 CALL THE AUTOMATED REQUEST SYSTEM TO SCHEDULE AN INSPECTION: 305-722-8700 SCHEDULE AN INSPECTION VIA THE WEB: WWW.CORALGABLES.COM BUILDING & ZONING: 305-460-5245 FIRE: 305-460-5563 Expiration Date: Issued Date: 10/22/2024 FEES 761.25HISTORIC SIGNIFICANCE FEE 761.25 CALL BEFORE YOU DIG FOR ALL UTILITY LOCATES SUNSHINE STATE ONE CALL 1-800-432-4770 TOTAL:MASTER PERMIT$761.25 Required Inspections: Inspection NameInspection Code Complete Code *HI-23-04-8544*HI-23-04-8544 CALL THE AUTOMATED REQUEST SYSTEM TO SCHEDULE AN INSPECTION: 305-722-8700 SCHEDULE AN INSPECTION VIA THE WEB: WWW.CORALGABLES.COM BUILDING & ZONING: 305-460-5245 FIRE: 305-460-5563 City of Coral Gables Historical Resources 405 Biltmore Coral Gables, FL 33134 3054605351 Welcome 020190-0005 Nancy L. 04/24/2023 10:33AM PERMITS & INSPECTIONS BRIANNA RUIZ & MANNY ANGELO VARAS HI-23-04-8544 LETTER OF HISTORIC SIGNIFICANCE Historical Significance Determination Le pending : 2023 Item: HI-23-04-8544 g oo HISTORIC SIGNIFICANCE o FEE 761.25 wu i) eee ee oO Oo 761.25 oO Pr Subtotal 761.25 “a Total 761.25 es fo CHECK 761.25 a Check Number 249 Bo Wee Og to Change due 0.00 2 eS Paid by: BRIANNA RUIZ & MANNY ANGELO in’ VARAS [ o ~- ru r Comments: LETTER OF HISTORIC SIGNIFICANCE FOR: 199 CAOBA CT CORAL GABLES, FL 33143-6556 PERMIT NUMBER: 4HI1-23-04-8544 PARCEL NUMBER: 03-4132-031-0520 CUSTOMER NUMBER: 056479 PAID BY: BRIANNA RUIZ VARAS MANNY ANGELO VARAS 199 CAOBA CT CORAL GABLES, FL 33143-6521 Thank you for your payment T T 22 2 0 0 1 6 9 0 1/ 4 HO V Z V W I wv 40 IN V A {t s > P o r m Go D ) BET CUSTOMER COPY e q u cI i “c e Si v a Do e PU Y SF o ] J o p FU T IF A P P I Wo r d s 2 S A G O [P H O T F O N D 40 49 p i g au t o1 Ae g se 17 L §$ | ai e Le g 9 - E r Le e Td ‘S T T G V D WW H O D L e P I L / E e Z9 S E Z LY N O S VE O V O 66 1 S V H V A O T S D N V A N N V I N Wd OE S £9 67 2 S V U V A ZI N Y V N N V I U E HISTORICAL SIGNIFICANCE REQUEST CHECK LIST Date Received: Property Address: New Issue Reissue (If reissue Letter # ___________________ ) ITEMS INCLUDED WITH APPLICATION: YES NO Historical Significance Application Letter of Intent Color Photographs Processing Fee Check Check #: ___________ Amount __________________ Paid Online Date Paid: ___________________________________ Survey Other Documents Received: ________________________________ _______________________________________________________ RESEARCH ITEMS: Permit Number(s): ________________________________________ TAX CARD (Laserfiche) 1920S PHOTOGRAPH (Books in Archive, Aisle 5, 3rd shelf from bottom or in clamshell in big credenza on front wall of office or look in X:\Images\Fishbaugh - library) 1940S PHOTOGRAPH (X:\Images\1940s\1940 - Up to date) REAL ESTATE CARD (Roll Top Files in back by file cabinets) MIAMI-DADE PROPERTY ASSESSOR’S INFORMATION (https://www.miamidade.gov/Apps/PA/propertysearch/#/) COPY PERMIT HISTORY (Laserfiche) STREET FILE (Laserfiche) MICROFILM (Laserfiche) RECEIVED FROM CUSTOMER -c R4 OR1 CITY OF CORAL GABLES HISTORIC SIGNIFICANCE REQUESTS OF ANY STRUCTURE In order to process a request for information as to whether or not a non-designated structure is historically significant prior to a request for a demolition permit in the City of Coral Gables,the following information is required: 1.A survey of the lot in question and all contiguous lots or parcels of land owned by the same property owner.The survey must be signed and sealed by a land surveyor registered and licensed to do business in the United State of Florida.The survey must include the following: a)All lot lines and property lines must be shown and labeled. b)All improvements must be shown (i.e.buildings,wall fences,slabs, driveways,etc.) c)Correct legal description. d)Survey must be current (a current survey is less than five (5)years old and must accurately reflect the existing conditions at the site at the time it is submitted to the Historical Resources Department).The date issued must be clearly marked and the survey must be signed and sealed.Survey must be submitted in 1 lx 17”size. 2.A letter of request /intent stating the specifics request,including the address and legal description of the property i.e.: I would like to know if 6XX Alhambra Circle (Lot 1,Block I,Coral Gables Section)is historically significant. 3.Color Photographs of the overall site,and of all sides of all the buildings and features on the site labeled.Polariod’s,Google Street View,Google Earth images will not be accepted. 4.Processing fee (per Ordinance No.20 15-17): NEW REQUEST:$761.25 RE-ISSUE OF EXPIRED LETTER:$100.00 Checks made payable to:The City of Coral Gables 5.Application ALL SUBMITTED INFORMATION WILL BE RETAINED BY THE CITY OF CORAL GABLES AND WILL NOT BE RETURNED. Letters for the determination of historical significance should be addressed to: The City of Coral Gables Historical Resources and Cultural Arts Department 2327 Salzedo Street,2”’Floor Coral Gables,FL 33134 X:\Forms’HistSg-Req\1-1ist-Sig-Cover -OCTOBER I,doc Page I of 2 Revised 8/17/17 CITY OF CORAL GABLES R IHISTORICSIGNIFICANCEREQUESTe ssue OF ANY STRUCTURE PROPERTY INFORMATION: Folio Number:03-4132-031-0520 Property Address:199 Caoba Court Coral Gables FL 33143 COCOPLUM SEC 2 PLAT FPB 133-3OLOT 4 ELK 25L0T SIZE 13972 SQ FTOR 20560-0957 07/2002 1COC 23973-4071 11 20051LegalDescription: Original Date of Construction:1994 Original Architect(s):Urban istica Coral Way OWNER INFORMATION: Owner:Manny Varas Mailing Address:199 Caoba Court Coral Gables FL 33143 (Please be sure to in dude City and Zip Code) Phone number(s):3058125115 E-mail:mannymvgroupusa.com CONTACT INFORMATION: Applicant Name:Manny Varas Mailing Address:240 Costanera rd Coral Gables 33143 (Please be sure toindude City and Zp Code) Phone number(s):3058125115 E-mail:mannymvgroupusa.com -Staff Use 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 HistoricaiResources staff will require review by the Historic Preservation Board ifthe building to be demolishedis considered eligible for Jocal designation. Any change from the foregoing may only be made upon a demonstration of a change in the matenal facts upon which this determination was made. Please be advised that this determination does not constitute a development order. *PLEASE NO TE: Section 3-llOl(g)of the Coral Gables Zoning Code states that “All demolition permits for non-designated buildings and/or structures must be approved by the I tistoric 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 l-listoric 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 chstnct.This determination of eligibility is preliminary in nature and the final public hearing before the Historic Preservation Board on Local 1-listoric Designation shall be within sixty (60)days from the Historic Preservation Officer determination of “eligibility.”Consideration by the Board mai’be deferred by mutual agreement by the property owner and the Historic Preservation Officer.The l-Iistoric Preservation Officer may require the filing of a written application on the forms prepared by the Department and may request additional background mformation 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 responsibii of the applicant.The types of reviews that could be conducted may include but are not limited to die f ollowing:property appraisals;archeological assessments;and historic assessments.” HiSTORiCAL RESOURCES &CULTURAL ARTS DEPARTMENT -HISTORIC PRESERVATION DIV1S1ON-2327 SALZEDO STREET, CORAL GABLES.FLORIDA 33134 X\Forrn\I-1sr.Sg-Req\Hn-Sig.App.&c 2 oI2 Reved:6/17/17 HI-23-04-8544 X ‘4 MV GROUP BUILT AROUND YOU 199 Caoba Ct,FL 33143 Manny Varas 4/10/2023 Letter of Intent I would like to know if 199 Caoba Ct,FL 33143 Coral Gables is historically significant. (COCOPLuM SEC 2 PLAT PB LOT 4 BLK LOT SIZE 13972 SQ C0C23973-4071 1120051) OR 20560-0957 07/2002 1 F 133-30 25 FT CORPORATE HEADQUARTERS 1200 BRICKELL AVENUE,SUITE 600 I MIAMI,FL 33131 o 305 668 3122 F 786 536 9712 WWWMVGROUPUSACOM r ‘ . - z / ii •1 I - V 0 1N1 I J I ‘V Off Market:$4,469,700 (5 beds,7 baths,4,321 Square Feet) II CASS ea Res BRIANNA RUIZ VARAS 249 MANNY ANGELO VARAS 63-4/630 FL. CAOBA COURT Conall GABLES FL 33143-6521 R BOadS ae Order OF City of Coyal Galles |$ 76l.As Seven himdrec sixty ome dollars aud Wo 0 Dollars ae Detals on back BANK OF AMERICA 2 For. 174% Caoba Miesterecou! “LS fst > IGNE GR cence NOGIO000G7I 898087 48eb 2hwO 2G Harland Clarke RESEARCH Property Information Folio:03-4132-031-0520 Property Address:199 CAOBA CT Coral Gables, FL 33143-6556 Owner MANNY A VARAS Mailing Address 199 CAOBA CT CORAL GABLES, FL 33143 USA PA Primary Zone 0100 SINGLE FAMILY - GENERAL Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 4 / 5 / 1 Floors 2 Living Units 1 Actual Area 5,696 Sq.Ft Living Area 4,321 Sq.Ft Adjusted Area 4,609 Sq.Ft Lot Size 13,972 Sq.Ft Year Built 1994 Assessment Information Year 2022 2021 2020 Land Value $1,033,928 $705,586 $767,063 Building Value $1,348,132 $1,363,112 $1,378,091 XF Value $31,922 $32,352 $32,783 Market Value $2,413,982 $2,101,050 $2,177,937 Assessed Value $1,881,754 $1,826,946 $1,801,722 Benefits Information Benefit Type 2022 2021 2020 Save Our Homes Cap Assessment Reduction $532,228 $274,104 $376,215 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description COCOPLUM SEC 2 PLAT F PB 133-30 LOT 4 BLK 25 LOT SIZE 13972 SQ FT OR 20560-0957 07/2002 1 Taxable Value Information 2022 2021 2020 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $1,831,754 $1,776,946 $1,751,722 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $1,856,754 $1,801,946 $1,776,722 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $1,831,754 $1,776,946 $1,751,722 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $1,831,754 $1,776,946 $1,751,722 Sales Information Previous Sale Price OR Book- Page Qualification Description 10/01/2014 $100 29337- 1014 Corrective, tax or QCD; min consideration 11/01/2005 $1,900,000 23973- 4071 Sales which are qualified 07/01/2002 $1,375,000 20560- 0957 Sales which are qualified 08/01/1993 $0 16040- 4867 Sales which are disqualified as a result of examination of the deed Summary Report Generated On : 4/12/2023 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami-Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: 2022 Aerial Photography 200ft CITY .OF CORAL GABLES ZONING DIVISION- RESIDENTIAL WORKSHEET PROCESS NO. I SF')4 BUILDING PERMIT NO. 3 r5 2.0 2.--e OWNER: LEGAL FILL': No ADDRESS:' 1qq e..„&•)F16, C'_T, STREET FILE: YFe. LEGAL. LOT(S): COVENANTS: WO LIE BLOCK: EXISTING TYPE NO SECTION ei_ rs _ u_ vi *. , REQUIRED: TYPE NO. ARCH,/ENG1' P FIFFia HISTORICAL SITE 'F.,ZD SCOPE 0F WORK: PDc9 V MIN FRONTAGE: L 5 „ B.0 :A. DATE 9i2190, - SECOND ST:` ENTRANCE h{0.1LOCATION V31 P(L014'1 DECK OVER 2'0 RAIL., HEW!): PCB- POMP s PRIVATE‘OFF'STREET PARKIN NEWEXIST, NEW EXIST Z- CAR ' GARAGE ' ( ) 9Q CARPAT (,) ( ) DET. GARAGE () O PORT ',COCH. ,O (.`) FACING.. FRONT ST .REQ'D: /6` GT SIDE ST FRONT ST CHARGE SIDEST CHANGc LOT AREA (SQ. FT.) Effl11I roTAL: 13q 72 . 2 7 SETBACKS flt il kEEE SIDE ST. SIDE TOT MAIN.BLDG: REQUIRED: ; ACTUAL: POOL: R@QUIREU: 10 15 :0 15.0. 'An . b' , ACTUAL:' . ,. I S.O 96.0, 41'.00 6ci. SCREEN ;.REQUIRED. ENCLOSURE ACTUAL. AUXILIARY;, REQUIRED. ACCESSORY ACTUAL MAXIMUM; BUILDING` HEIGHT:ALLOWED: PROVIDED: MAXIMUM NUMBER OF`STORIES:ALLOWED: PROVIDED. PCAL:AREA: 535 ENCLOSURE:4°14 t e INLN1 GATES: SCREENED ENCLOSURE:AREA: 2/3,MAIN ;BLDG. •ALLOW: ROOF:FLO AREA: % MAIN BLDG.: 15% ALLOWED: TILE: PITCH: OVERHANG ALLOW: PROVIDE: PERMIT HISTORYA-7al9-R RlG 1 SQUARE FOOT AREA CALCULATIONS; MINIMUM F.A.F. 35% 4" EXISTING4 57 4 37 5407.7'3 30.24 ' 3.77 . NEW 5(15,0 N ALLOWED:;, i74 ` 37 1 1 5407.?., 1 ` 5'44q.18 dSgO.2q POOL: PAGE . 2 OF 4 SWIMMING POOh CONTRACTOR'S CFXTIFICATION. PROTECTIVE ENCLOSURE) Date City of Coral Gables Building and Zoning Department 36z0 ATTENTION: Permit• Division I. certify that :I am the legal contractor, • contracted by; the owner of ;the property described as: Lots) located at:, Rl ock section PB PG O In accordance with Section 9.09 (e);(f)`, Zoning Code of„the,City of Coral; Gables, I certify that,•I understand .and ,agree ;that the swimming pool to he constructed at: the above' address cannot•be used: for filledwith water until the;;l appro; ed safety barrier (protective pool;.' enclosure with.selfrlocking; self closing gates) as specified On the drawings,submitted ,ir'your :office, has "been erected, inspected and'npproved I;. further ;understand :. that this, certification, however, does not eliminate the need' for, obtaining a permit and erecting an ;'approved barrierpriori to, final inspection —and , use of,the "pool` er's'` Authorization: ` tract' WITNESS my: hand;,and official seal at. Coral. Gab s, Florida this'wr day , of » Plaide ' . 19 MY C^,,, MMISSION EXPIRES:; <, NOTARY ;EUDLIC'' STATE OFFCbRIDR 141 ;i.... MdISS10NE%PIRES:SEPT 23 1991:., YNI14 RYAY4yymfRWRrrari . v , MfiTAM1Y .., Note This' certification is to betaubriitted with a swimming pool perm application in :, duplicate j` CG FOAM c: . . V.'.. ;, 6723180 u !,,: State' of Flo SWIMMING POOL OWNER'S CERTIFICATION PROTECTIVE ENCLOSURE) Date . 11-29-90 City of, Co. cA Gables Building and Zoning Department ATTENTION:. Permit Division I certify that I am the legal owner of .,the property described as located at: Lot(s)• q Block 25.'; Section 2 t 199'7Caoba Court` PB133 .; PG , 3 In . accordance with Section • Coral!Gables, Lcerti 9. 09 ,le) ,(f); Zoning Coge of the City of, C that, I` understand and agree '<.that .the ; swimming 'pool to'be"constru constructedat h `•above address cannot be' used or`filled `with water untila`permit`'has been obtained for an approved safety barrier (protective poolenclosurewith .self-locking,'self-closing ; gates) and such barrier erected,' inspected .and. approved. , I further understand that this certification, however, does not eliminate theneed ,for obtaining a permit and erecting, an approved barrier prior to finalinspectionanduseofthepool. Owner% aidtp ";Qemud . WITNESS . mi,handr, and official seal',at Coral Gables, Florida this' i MY COMMISSION EXPIRES of r :Public, ate of Florida ) NOTARY PUBLIC. STATE OF FLORIDA' MYCOMMISSION. EXPIRES: SEPT. 27.. IS94ZIONOED TNRUNOTARYPUBLICUNDERWRITER.. : Note This certi£icatien`is to., submitted with a swiwmin 1 ermit application, in. duplicate ,poo P o, 1 CG FORM lYIV ' 6/23/80 s 35 Zo2-e) . SWIMMING POOL OWNER'S CERTIFICATION PROTECTIVE ENCLOSURE) Date 11-29-90 City of Coral Gables Building and•Zoning Department.`:, ATTENTION: 'Permit -Division i 1 eeniiy-that I am the ,legal 'owner of the property deacribed as:; Lot(a) 9 located at Block;' 25 Section; 2 199`.:Caoba Court pB':.133 pG °30 In accordance With Section 9,09'`e (f), Zoning CoQe'`of the'City of. Corai,Gables, I certify,:that I understand:and agree:that'the swimming'pool, to: be construFted•it the:atove.addreia cannot be used or lined: With water. until a permit`has been'obtained for fan approvad aafety;'barrier'(protectivepoolenclosure,,With self-locking, self -closing gates) and'such-:harrier,'` erected,:inspected and I further understand that,this'certification,'hpwever does pot a}iminatethe ' need for obtaining a' permW and erecting an approved : barriprprior. i,tofinalinspectionanduse;,of the'pool Owner:' s'.WITNESS'my hand and offiriel seal, at Coral Gable.:, Florida thisdayofvT19 • erR MY COMMISSION EXPIRES No i1a L i' 1 No f Public, ate .of:Flotida' NOTARY•. PUBLIC STATE OF FLORID]fMYCOMMISSIONEXPIRES: SEPT; 27, 1994. 'DONG[O TNRO NOTARY; IyAVc. uNO[RWRITCRYk. e::' This ,certifioationAd to be `st,1,1= ed with a appli:catioii,;in duplicate ewimming"popl, permit,: 1,4 Y t TO R[ SIG':EO GV ce1;NCR OF rRorerrv,NOT GV'TENANT. 3521%.2r-.C; CITY OF CORAL GABLES, FLORIDA. AFFIDAVIT; REQUIRED BY ORDINANCE No. 852 OtiNER; `' Berrera, Arturo T POST OfFICE ADDRESS ,.48 -East Flagler-si-reet DUILUER OR CONTRACTOR Advanced ,Pool & Patio. ins POST OFFICE ADDRESS .8887 S:W ,,31 St'r®ot LEGAL' DESCRIPTION OF PROPFRTY,UPON WRICH WORK IS TO D'El DONE LOTS) 4 BLOCK '25 SUBDIVISION Coco Plum >Section ? 'Plat F DETAILS -,OF CONTRACT ORAL' WRITTEN NATURE 'OF WORK TO BE • DONE Pool, S_pa STATE OF fLORIDl1. COUNTY OF' DADS ;• ) IltFORF 'ME, 'an officer duly authorized to administer .,oaths .and take, acknowledgments 'personally appeared ART4+'D ee owner of ,the above property and .Ar r '(1FA/ hui Icle,r'jcontradtor for': the .above work. who-after•hfeing.duly sworn. under. oath depose andtfiat the ;facts contained .above` are true and' correct. and that this affidavit is - made fer the purpose of. inducing 'the ty of: Coral,: Gables to i..ssue:a lid Iding permit covering the Work'.set out herein.• NOTARY PUBLIC STATE OF FCORIDW, MYCOFrMISSIONEXPIRES: SEPT 27, 1994 110141310. THRII: NOTARY PUYL10 UNDERWRITERS, of 1' i xl{U51g phO. H.::.1' CRITIClUE SHEET JOB ADDRES / / 6 62b- ea APPLICANT 660 "RJO ! PHONE # _ - - 0 /5 CtY'41 NOL # Ic--35 SHEET / OF MISCELLANEOUS 7_6hJ : e 352GZ 13 APPROVED FOR PERMIT INITIAL DATE. J CITY OF CORAL GABLES: BUILDING &,ZONING DEPARTMENT BOARD UIViSLUN: RECEIPT; FORARCNITEC'TURAL' REVIEW. ESO Agenda :data Bgard o,;':Arcnitects number. R©ce3pt `nu.mbpr.: appointment? nU'mbOrt i Fol i`o iJumbeP APp7%cant;,;s pama: Appl canres ac'd: Appl:icant,';s cit,y;' a`sta ARpTicant's pFigne,`rium Uwnes Hamh ` a ai ARTUf O +t3EI,I Pv.a.16r ! S aChilT3g t pAl i r Uwner s city sta. CURW GABUE. `j Q41'n0^.'Sin a,nU er •I. „'Ny, ., .. i .:i. r°,.,)I . N-. os 0619000oiioe/s CUSTOMER'z Ti'1v U)10 CRITIQUE SHEET JOB ADDRESS / / / r Gl APPLICANT iu,-9,2 /s Iij,t9J4 PHONE# `7 / CONTROL # L5 3 79 B APPROgli FOR PERMIT ELECTRICAL PUBLIC WORKS INITIAL _ CITY OF CORAL GABLES , Bulking Departmont 405 Biltmore Way Coral Gables, Florida 31134 ELECTRICAL PERMIT APPLICATION JOB BATA TYPE NUMBER , FEE OUTLETS. ROUGH WIRING SERVICE CAPACITY RANGE RANGE TOP DRYER AIR CONDITIONER (CENTRAL) . MOTORS • LIST BELOW WATER HEATERS • • , CLOTHES WASHER DISHWASHER;` PEBMANENT:FANS''', r STRIP HEATER DISPOSAL;..; NUMBER OF LAMPS SUBFEEOS 1;: ;• TRASH .COM,pACTOF1;::.• FIRE'ALARM BURGLAR ALARM: I,' I' '',-.`"‘r• SPECIAL PURPOSE OUTLETS';' • . SIG• SW11.kiMit.49 POOL'• •'. , s, • ELECTRICAL e2 —279/ • BUILDING PERMIT NO. PERMIT N0. Contractor Phone rtx9-.0 V" t) • E /1,47 ,r- 3 3 LB PROPOSED USE OF BUILDING' • S • • NO. Op STORES FAMILIES I METERS ' ; OFFICES • ' • BEDROOMS • ,, • • • - BUILDING iNFORMATION:,•,,,:'•`... •: OLD: 0 NEVCAC TYPE.OF VVORIC 0: NEW a ALTER.- ID herebY made to obtain a permit to Co the work and installationSkr-' as hereon' indicated. I 'certify -that no. such. work' or:: installation has' been efficted•prior to the issuance of :said). permit and 'that all work' will :be:`;,.., Performed •to meet• the standards , of. laws regulating construction', in.Dade:, Co‘inty and the City of Coral Gables..I.further coetiTy that I have checked am tesponsible for, the ad of. any existing Wiring sYstems.tO Which the work described in this 13 mut a s extension or makes changes.L.: •;•.; ) Cotitr,'Carl.. No... 7.7rConti, Social SeOuetDate ofsity sumici 1' 6; lsiued Bv:•;„-. i/tin:ea:Date: . •'art t This permit doei not becoine valid until signed bY ut rind rep ntative teceint acknowledged inthti space prOvided, the Director;iCoral :Gablei 'Building Depart Xees idand LJST:•.MOTORS;. GENERATORS AND .TRANSFORMERS vt 1.. IN PECTIONS REMARKS: ts: FINAL,ELECTRICAC' eff THE otiNtws Efilitber:certifY ': tbei'el I work Will be done biiiitimisimeliyirditnivii,f,,v4is, oUtansi:,btieside:: belP;"either:then,aSctirtsad:anek:duly'stualibed; canfeactier.l:%lrequired by Iew, uj 1MPECTON'S Orefin,!APPLI.. CRITIQUE SHEET SOP( ADDRESS /97 6,2r4,2- APr (CANT PHONE # CONTROL# 3AS SHEET / OF MISCELLANEOUS PUBLIC WORKS Ivb13 BLDG. OFFICIAL DATE COMMENTS 2 /7 004, L CG.1;7/ o/f 9 C o e. 2//7/la INITIALS' 4 f EC & ASSOCIATES, INC CONSULTING ENGINEERS PHONE (305) 262-6401 • 267-9680 City of Coral Gables Building & Zoning Dept. Coral Gables, Florida 33134 Gentlemen: I, Emilio Castro, Registered Engineerit 41592, do certify that the reinforced concrete grade beam excavated and its' reinforcing steel do comply with minimum standards set by,the South Florida SuildirlS Code• and the approved plans,: , If , you have any questions regarding this mat,ter, please feel fi-ee to contact. me., Thank, you., ' Sincereb5, EC Er ASSOCIATES, INC CONSULTING ENGINEERS PHONE (305) 262-6401 • 267-9680 City of..`Cdral Gables Building & Zoning Dept:.. 405'Biltmore Way . Coral Gables,:: Florida,33134 Re: Permit #:34799 ,( addre-s l99 Caoba Ct. Gentlemen: r I; Emi17o'Castro, Registered•Engineer # 41592, do certify'that:`the reinforced'.concr.ete,grade .beam excavated and its reinforcing steel do complywith.min:imum standards setby the South Florida•Building•.. Code and the;approved•plans: If. you have any ,questions regarding this matter, please feel free to contact. me. Thank you. CITY OF.ORAL GABLES MAHAN Deparbno,nt • 405 Biltmore Way Coral Gables, Florida 33134 ELECTRICAL PERMIT APPLICATION TYPE NUMBER ' OUTLETS. ROUGH WIRING suivicE CAPACITY • 1-/O 6- oD RANGE RANGE TOP DRYER , " -• AIR CONDITIONER (CENTRAL) • MOTORS • • LIST BELOW, • WATER HEATERS CLOTHES WASHER - DISHWASHER • PERIMANENi FANS• , iTRIP HEATER (KW , .," ) DISPOSAL 1"..14MBER, OF LAMPS TEMPORARY SERVICE, • suirEios • TH'?4sR COMPACTOR: FIRE ALARM s BLiRGLAFLALiFIM".:,":;',-; REP11,3;•.,,f ; feel, LIST!'i. MOTORS., GENERATORS AND TRANSFORMERS ELECTRICAL g 3 1PERMITNO. BUILDING : v/ PERMIT NO. - 2 79 97 • contractor - . Moon (leoj-e_or). •-•,),(0.--.73. 33 Contractor's Address 61,..) -2 • Owner's Name Poona , air,a.0 r " • PROPOSED USE OF BUILDING C--///1 :77Ili10.OF'STORES FAMILIES • METERS TYPE OF.WORK ' -ADD 0 NEVOIL , ALTER. 0 . REPAIR 0 flAptalication Is hereby made to obtain a permit to do the work and installations ` as hereon int,Icated: I certify 'that no such work or, installation has been effected privy to the issuance of said permit . and that all work' will be' performed .to meet ,the standards; of laws regulating construction in Dade County and the City of Coral Gables. I further, certify that I have checked and ' Nam responsible for the adequacy of any existingwiring systerns to which the , work described in this permit adds extension or mak!s changes. ' • • e 4 ,„ Master trician or Home owner:".• Ccinti. C,ert, • • ••••- Conti Social Erctirity f ThisSserrnit doirs not become valid until signed an of the Director, Coral, Gables Building Depa receipt acknowledged In the space provided. horized representative':;;I:',,, faes' are paid and. FINAV LECT.R I CAC'' THE OWNER'S AFFIDAVIT;,::;: I: flintier OertifY't-hat all.work will be &one by me Piationilly- fOr myself out: any.outside help,;otheeT,then a Ilanted mid,.doly 'qualities! contractors t required7-•:: SA • , ,.: J. F. LOPEZ a ASS°MATES, INC. Land Surveyors Lend Planners ' Construction Surveys October 21,1990 City of Coral: Gables Building & Zoning Depart'm?nt AS.`BUILT FLOOR:,ELEVATIOICCERTIFICATE Permit'•Num Addr 1” Caoba,Court' Co-I„Gables ,,`FL.. Legal- ription:. , Block 25'of "COCOPLUM SECTION.TWc PLAT F",;,;PB• 133, PG; 304'Dade County, This is to certify; 'that on this 17h day ;WOctober,'1990, measaredtthe elevation at the'`lowest and ;`maintfloor of the Residence,underr construction`'in the `above -',described' property. and it+;wa's found to be 'as fol lows Y ' LOWEST`;FLOORELEVATION MAIN FLOOR ELEVATION 13.05'=I GARAGE ELEVATION • 9 38' Based on Mean Sea. 'LeveIi National Geodetic Vertical Datum' From City4of Coral Babies tBenchmarkt # `505 Elevation =6 06''' A1sd the highest elevation of the crown oftthe road in front] off said property usr 6 40; feet ` ASSOCIATES Hialeah Flortdal33013: Phone(305)'836 1S itj `.0lR ti1 . 40N t 4 E.C. & ( SSOCIATES, INC. CONSULTING ENGINEERS PHONE: (305) 262.6401 • 267-9680 October 2,:1990 City' of Coral 'Gables, Building,'& Zoning Dept, `. 406 Biltmore Way. CoralGables, Florida ,33134'. Re: ,' ` Permit 134799 (f dad Gentl emert: s 199,Caoba Ct. I,: Emi lio Castro, Registered Engineer' "t'41692, ,do certify that"theH rreinforced'.concrete columns C formed (suppo,rting Slab ).' and .-its reinfor. ci'rig ',steel',do'camply',with;minimum ,standards'set by the South F1Orida'Building Code`and the approved plans. If you have any questions regarding this matter, please,feel free me. Thah, o contact.k.You Sincerely,' I0/ 2/ 9p Emi1io.Castro, P.E,'' a 6287 S W. 12 Street Mornk R 33144 E.C. & ASSOCIATES, INC. CONSULTING ENGINEERS PHONE: (305)-262.6401 • 267-9680 October' City: of Coral Gables'Building & Zoning Dept' 406`Bi:1tmore'Way' Cora] Gables, Florida ;331,34: Re• Permit At 34799 ("eddre s 1'99 Caoba Ct• Gentlemen I :`Emilio Castro, Registered Engineer 4,141592 do.certify that, the reinfarced'concrete;slab formed and its'r inforcipg;steel•.do, comply with. min imum,;stendards,set;by .the South F1ori,darig and the approved.'. plans. If you.have , any :questi;ons regarding this matter, please feel•free to, contact'me.`Thank you. Sincerely, 10/ l ix EmrlVo Castro, P.E.'. 6287; 5.W. 12 Street • MiamG R 33144 i.. V PFEIFFER ENGINRERING February 12, 1991 City of Corel Gables Building and Zoning Dept'. 405. Bi i tmere 4Jay Cora1 'Gables. .Florida .331.34.., re: Tr). -Tech Construction Residential Swimming pool 199 Caoba r Court I Coi opl umn Fl Ori da Gent Yemen" This letter' "is to <inform you :that, thy, contractor for .the referenced swimming pool'; hias'choosen`.to;provide,negative''` steel, reinforcement fp,those:`areas Of the swimming pool:'slab, where 'no such moment w ll ,exi'St This" was` done to allow' foreasy:install'ation''of .the: top'steel_'t#5',bars''at`'9" .centers):'. a,s a complete top .mat l It should:also be,,noted' that a'ddit:konal",steel is re'gUired` and shall;be,,placed zn-those areas:i,ndicated,,on the plan, where ,maximuM negative moments,: wi 11''e>;iet. The undersigned has no objection? to the placement of ;'steel akfpresently' accomplished'by,the contractor,":".., Should you . have any yue 0,ens concernxng,;any of the' abeve`'pplease, feell"free.to contact'us'at 'anytime Ver' trL_ s', Kenn fer,', P. cvvn nr3tyr- MIAMI, FLngiOA .33158 pr3S1;' 253-9714„ EC: & ASSOCIATES, INC. CONSULTING ENGINEERS PHONG (305) 262.6401 • 267-9680 MIAMI -DADE WATER AND SEWER AUTHORITY DEPARTMENT VERIFICATION FORM, Aso 229/-s se/7i •PPS') so, WATEP METER d SJ°0036" 4 S/.SO' . 5 4r ipzgj18. ssrh " A/25°27_ 2= NOTES. I). Elevations when Shown 'refer.lb the National Geodetic Vertical batum' INGVD) 2) `Unless otherwise holed this hrni has not attempted to loca:e lohtings'and(oi loundations., 3) This survey Is subject, to easements nghtsrol•way, and other matters which'might rellected iri: a search•ol title to the'subjecl antls.. " „5 TYPE OF SURVEY: PREPARED JCHWEBKE'- SHISKIN'& ,, • ASSOCIATES;.,INC LAND SURVEYORS'• ENGINEERS • FICHITECTS • t6201 S.W.95inAVE• miami FL 33157.' I FIEREBY CERTIFY that lhis'"SKETCIi:OF SUR yi' &3VEY" cd the property'described hereon is true and I% t'e9•atrc comet t0 the best ol.mgknowledge and belief as recently surveyed and drawn under my supervision This survey;complies with the Minimum Technical ey: Standards adopted, by the Florida State Board of ,s Land'. Surveyors pursuant to Chapter 21 HH-6, IsiwrEo' oN osurt4eronNo ro°J Florida Administrative Code. SOURCE OF LEGAL DESCRIPTION: BlSIS OF BEARING SYSTEM: BENCH MARK DESCRIPTION::.' Revisions Order No Dale:. Order No Dale: Order No Dale: Order No Dale.; .. Field Book `,Ape of Riridon VALID COPIES OF THISSURVET WILL BEAR THE EMBOSSED SEAL` OF THE ATTESTING LAND,SURYEYOR Cartllled By: '=' C I T Y O F C O R A L G A B L E S D E P A R T M E N T O F BU I L D I N G I NSPECTIONApplicatio n f o r C o n s t r u c t i o n I n F l o o d Z o n e 4 0 5 B i l t o u r e W i t y C o r a l G a b l e s F l o r i d a 3 3 1 3 4 I M A l i b 1 1 1 1 O l t P l t 1 T N g i s i a 6 4 0 V 5 L f I r e l P a l L S K i 1 4 7 I I I A I I I I t A N I 7 4 1 1 E C L I e a U S T R U C T i a t l i t 0 1 0 S E D L O W E S T I I I E V N I I O N L C I S 1 A s r e c t u i r o t l b y 1 1 t o r r 1 1 0 o w t 0 1 1T I t t i c r I O N A 1 l I t l I S S 8 il l 4 0 6 1 c i T y b r a l G a l l o te s z i pi i i i i l l I O N W O I K N E W I t E S 1 D I I N C l i X A D D l l I O N C O I M I i R C I A L 1 0 1 1 1 L E1 1 0 I d l l I X t A V A T I ON 11 1 1G R A D I N G O f l I I I R S i t e r i Y L c Y 1 I I 1 o cx 2 u i p i v z s z o tr i d 0 1 0 1 4 0 i t t r c e i ttwpltungspe c i t i c a t i o n s t k i s i c a t i o n t n l l t i n n t t c t t l i s r r t t c t i t t n y t t a c c o a q 1 is l l e t l I 1 1 1 5 1 s t I t i s t u t t l e r n t t i n t t I t t s a n y d i v i I t i o i i s f i i n n t h e o r 1 i l i a I i l o c u n t e l i t 5 1 4 1 1 1 r e n d e r 2 t i t i t l e tt h i s a 0 i c c t c o l n u t t o l d v o i d t i n t e s a p p r o v t i t l b y t f i i D i l i d i iU i r o C t t t r s n r d u n t i e G a l t s m i p I l c l t i c r n I S 1 1 1 1 V 1 1 1 t i i k t C r 1 1 1 0 d t l y s t i l e p r o j e c t t a r t e t 1 t t I t p r r i ni t w i ts l s s u o t l I t t g r e c t J t o c o l i f o l s t t o a l l Il e i E rt i n e n T e r 0 1 1 a I i t a t s a n d t t a t I G a l l i e s i r e Y t i l t i t i t i g d l 1 1 r 1 1 1 1 d 1 0 1 1 1 1 r 1 1 A T I i 5 1 1 3 0 1 R O 2 r i i k i i i 1 c n N T T o T i t t f SCONE) •FLOOR AREA: 1777.49 7 DOES ;NOT, IItGLUOE OPEN <APEAS t T 25': T: 0 US. 715 Aim. 2532..444-264:444-1777,41=4524,3 26?,2,e1ef•4-52.3Vi tIC 6.ro1-221.?4, 71.71 111. 1.4. -t-1777, 41 -44,7 7.5 30,>tiQ!t7.71f r1.167 iG30.24+ UV. T ERR. . AGEA: '.164. tr. GROUND FLOOR' AREA: 25.2, 44 DOES NOT "INCLUDEi,APAGE. T ENTRY OR ::•riuERED . TERRACES. 1 J? . iGAPAGE AREA, 2u4 4 ' 1. 75 t r^ 4 .rC + 4r . 6. /5" .7 _ L, r .,, 6 7 : ] L q . 1 .]. 21 l 'may` 3 9 ,1?" 1 , 11. EilTRY e. 11. 5E." 1; 11 t6 T - `FLORIDA ENERGY. EFFICIENCY' CODE .' A. FOR BUILDING CONSTRUCtION • ., - . , 1 1. FdAIA 900-B-89 ' SECTION:9 - RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONESDEPARTMENTOFCOMMUNITYAFFAIRSSOUTH7 • B 9 PPDJECT'NAME edkg.REF.r4 FZss1 CGPGS BUILDER: - j . eGti CONS-rt+etiG•(1cr\k AND ADDRESS: XX CA° L'''. r2 PERMITTING. 2 [4L tA %( -..7 OFFICE:.s 7hgJ L fr7 CLIMATE ZONE: 7 8 El9 a rt‘ J'iv\ t • No "' I I 1 I I' I°, I I No ISDICTICe,1 I I I•I 11I NEW CONSTRUCTION ' I. IF MULTIFAMILY, NUMBER OF CONDITIONED 1 O SO. GLASS AREA AND ` "-: ' UNITS COVERED BY FLOOR AREA TYPE ADDITION' l THIS SUBMITTAL: , CLEAR ' ' TINT,FILM,SOLAR SCREENPREDOMINANT MULTIFAMILY ATTACHED CHECK IF THIS SUBMITTAL EAVE OVERHANG LENGTH > 0 FT SINGLE- SO. PANE SPANE IREPRESENTSAWORSTCASE FT. J kr Ft , SINGLE-FAMILY DETACHED CONDITION: 0 ' • PORCH OVERHANG' LENGTH t FL DOUBLE- PANE cp DOUBLE - PANE 1 I 1 I FSpT- NET WALL AREA AND INSULATION c EXTERIOR . q = . EXTERIOR FRAME • R.= EXTERIOR STEEL R EXTERIOR LOG. p I. E3a SU FT. 5 1. O S®A®.—F> CI oIII ` I I sD. FT ADJACENT ADJACENT STEEL R= ADJACENT LOG.. R MASONRY R = , ADJACENT RAVE R = CEILING AREA AND INSULATION -: ` FLOOR TYPE AND NSULATIOM UNDER ATTICRwl' SGL'ASSEMBLY R•'` SLAB PERIMETER R wi r RAISED:WDOCONS, 1 01 [ Q. 0 S R = 0 I ITT 3 0 FTO 1 14 0I P:in F°,: 3 DUCTS CODLING SYSTEM HEATING SYSTEM gYAC CREDITS HOT WATER SYSTEM HOTWARRCREDITS UNCONDITIONED w IN S AT 1C°AE+ 1I*R,_ CONDITIONED IpL CFJViRAL RI ROOM RI ROOM AIH CONDIONER I MELEC, TRIC STRIP r NATURAL GAS PACKAGE TERMINAL Q HEAT PUMP El CEILNG CROSS SOLE FANS VENTILATION HOUSE FAN ELECTRIC NATURAL GAS' ETHER FU• ELS. SOLARDEDICATED TE;• •'' SPACE R a NONE HEAT PUNT . NONE ABARRIERO i NONE HEAT y EFPUMP II u SEEPoEEA CAFOUEHSPFI MULRZONE NUMBER OF lJa BEDROOMSINFRTRATMJN PRAaro* USED ' 1, 1 1 I e. 4. 1 I I I r l l o' 1,71 X , 1. p2 ®' M3 TOTAL AS -BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED .100 POINTS. . In accordance with 553907 F.S 1 hereby.cendy that the plans end speaficaiioni by this alculatpn are id complance with the FTonda Energy Cede. OIYNEAI T l!,., Renew of tha plans and specifications covered by. this calculation indicates compliance with ! lie Ronda Energy Code: Beloie constmaron ,s c`ompleted this r Duild ng will be mspeeted for comfR ante in accordanee with Section 553.90E F.S. BUILDING OFFICIAL DATE ' *`' ' . r i DATE j: ' FLORIDA ENERGY EFFICIENCY CODE g FOR BUILDING CONSTRUCTION FORM 900•A•89 SECTION 9 — RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONESDEPARTMENTOFCOMMUNITYAFFAIRSSOUTH7113) 9 PROJECT NAPEIQ f712i • R-GGrOnkle BUILDER AADDRESS: y g. - okee' A ' cr.: T 7s1PLICTIONI PERMITTING • c,..,ctr U •/ LE OFFICE: C C-Pal::; CUJMATE ZONE: 7' 8 a 90 OWNER: 'iv;/ ty, 6I t NO.: I I I l: JURISDICTION I I i ,I.I I j I II,. NEWCONSTRUCTION' Ipl CONDMONED I Al Al 01 GLASS AREA AND UNITSLCENEREDBYFLOORAREAFLOORrl ."I FL TYPE . ADDITION ll THIS SUBMITTAL PREDOMINANT CLEAR TINT,FILM,SOLAR SCREEN MULTIFAMILY ATTACHED 0 CHECK IF THIS SUBMITTAL :. REPRESENTS A EAVE OVERHANG LENGTH - I' nI 17? C C, FL SINGLE- PANE' SD. FE SINGLE- PANE- I J ,I 1 1 a'1 SD FT SINGLE• FAMILY DETACHED WO : CASE : CONDITION: SQ. OVERHANG, PORCHLENGTH •• -. i FT:: OPANEE• I I 1 I FT PANE I FT NET WALL AREA AND INSULATION EXTERIOR MASONRY .. R _ EXTERIOR FRAME. R = EXTERIOR STEEL .. R p EXTERIORLOG1 111Ne(ei 0_ o o FT 1 1 1 I dsfii: 1. I;_I :1ciri AOJACENT. MASONRY ._ R o , .: FRAME;. ADJACENTR ADJACENT,STEEL 1 R = ADJACENLLOG • • - I L`•I Ids 0 L_ 11 I 1 GIFT:(- 50. R = CEIUNO AREA AND INSULATION •. - : ROOK TYPE AND INSULATION UNDER ATTIC R SINGLE ASSEMBLY R SLAB PERIMETER RI RAISED:W00 iCON C R .• I ICI t'1 1 i I o 7 111140101Ft o I I I1 lalgl 5). a OU,> TS COOLING SYSTEM HEATING SYSTEM NVAC CREDITS .. HOT WATER SYSTEM HOT WATER CREDITS UNCONOITIONEO' SPACE R . CENTRAL ROOK ELECTRIC STRIP O NATURAL GAS HEAT PUMP I CEIUNGFANS ELECTRIC SOLAR Sf o IN C CONDITIONED C PACKAGE AR CONOIlION81 TERMINAL 0 ROOM UNITOR PACKAGE TERMINAL OTHER FUELS. CROSS VENTMiION' WHOLE HOUSE FAN : NI NATURAL OTHER GAS FUELS HEAT RECOVERY- DEDICATED SPACE . R' . NONE HEAT P(1M? 0 NONE Q ATTIC RADIANT NONE. HEAT PUMP: a I— EiARAIER,, E.F COPIHSPFI, AFUE _•, •' MULIIZONE :, NUMBER OF 0 EFBEDROOMSINFILTRATION USED 1 5 3 L I 11171o.IG 17I x 100.` 61 ICEp1, .# 2 ® TOTAL AS8UILT POINTS s TOTAL BASE POINTS CALCULATED E P 1 CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED:100 POINTS: In accordance with Section 653.907 F.S., I hereby ceraty that the plans and speahcaUas this calculation are in compliance with the 9Y, Fla1daL% v j OWNEJTIAGENT. ' Review al the plans and spedficaUons covered by this calculation indicates ` compliance with the Ronda Energy Cade Before constructgn rs completed the bwldrlg will be Inspeaed la m acmrdance watt Sedan 553 30B F S srl BUILDING OFFICIAL J !/ DATE. I c c,,DATE: , , 9A I PRESCRIPTIVE MEASURES IMust tx met or exceeded by all residences.) '"=' COMPONENTS SECTION t` ,,, ,; ,-'1''' ',1 REQUIREMENTS .' , CHECK WINDOWS ' '„ } 904.1' MAXIMUM OF 0.5 CFM PER LINEAR FOOT OF OPERABLE SASH CRACK. ; ;: ..• .. ,.. '. , EXTERIOR & • , : ADJACENT DOORS 904. 1:!°: MAXIMUM OF. 0.5 CPA PER SO. FT.'OF, DOOR AREA .INCLUDES SLIDING GLASS DOORS' SOLID WRE'' • WOODPANEL.'INSULATED:OR GLASS DOORS ONLY.' 1 , ' F EXTERIOR JOINTS 9041 TO BE CAULKED. GASKET'ED WEATHERSTRIPPED OR OTHERWISE SEALED j WATER HEATERS 904 2 : MUST BEAR LABEL INDICATING COMPLIANCE WITH ASHRAE STANDARD 90 OR COMPLY WITH EFFICIENCY AND STANDBY LOSS ,REOUIREMENTS::::SWITCH OR CLEARLY MARKED CIRCUIT BREAKER (ELECTRIC) OR CUT•OFF GASrMUSTREPROVIDED, 'AN EXTERNAL OR BUILTaN HEAT TRAP MUST BE PROVIDED. ' SWIMMINGPOOLSSPAS 904 3 :• SPAS & HEATED POOLS MUST WAVE COVERS (EXCEPT SOLAR HEATED).':NONCOMMERCUAL POOLS'MUST HAVE` A PUMP T1MER'GAS SPA & POOL'HEATERS MUST HAVE MINIMUM THERMAL:: EFFICIENCY OF175%. t HOT WATER 't PIPES t 904.1:. INSULATION ISREOUIREDONLYFORRECIRCULATINGSYSTEMSINCWOINGHEATRECOVERY,UNITS.WSUCH CASES,PIPINGHEAT LOSS SHALL BE LIMITEDTO17.5 BTUAULINEAR FOOT OF PIPE. to >',• ., : ; + „r./ t, :. ; ,:, „,... 1, , j SHOWER HEADS 9045;. WATER FLOW 'MUST BE RESTRICTED :TO NO MORE THAN 3 GALLONS PER MINUTE AT 80 PSIG. V HVAC DUCT.,:- 1CONSTRUCTON9032i;: 6', CONSTRUCTED, INACCORDANCE' VVITHINDUSTRY,,STANDARDS:&LOCAL MECHANICAL CODES DUCTS IN UNCONDITIONED' SPACE MUSTBEINSULATEDTOMINIMUMR•' 4 2 &'JOINTS MUST, BED I' HVAC CONTROLS 9D4 7.' ED SEPARATE READILY ACCESSIBLE MANUAL OR`AUTOMATIC THERMOSTAT FOR E ACH•SYSTEM INSULATION 1 • 9346 •-: CEILINGS -MIN K.19', COMMONmt.LS-FRAME R•11 OR CBS R•3',' FRAME COMMON CEILINGS 4FLOORS R•t1 ,t t v SUMMER ,CALCULATIONS u 0 N NE SW W NW H GLASS x SUMMER = . SUMMERAREAPTMOLTPOINTS I BASE I BASE 60.2 4r P9 Q IOG 127.0 I I, 135.0 Coo 9a rO 72 124 2 135.0 127.0 88.0 124.2 21 al 232. a1 061.. 1240D 1 9Go 74, 20 Cv 2 Bei 0-2 NE f1E bVJ' 72 210 2 l0 3 P, IN.a 12' 1.0 135. 0 135. 0 84 a 6255 10 20 c GLASS AREA SINGLE - PANE x - UMMATTPOINT MULL OR DOUBLE PANE SUMMER POINT MUM CUMATE ZONES 7 5) 9 SUMMERAS @UI x OVERHANG = GLA§S FACTOR ( 9811 CLEAR. TINT' CLEA9 TINT: N 645 2 60.2 54.9 050 SuM PTS. 68 i ea NE49489498.0 w 78. 2 04¢ IDA 7 Ieg' 127.0 109.5 5 1,1I4- SE136.2 1340 116.1 I r9 S* Ia S ao 135.6 004E. 124.2 107.7 SW136.2 tt•M135.0 127. 0 116. 1 ' QcS.. 1 g a94B109.5 09. qY,,,-1 NW7ELFAI)I) ee.o 380. 6- 4 µH' 71. 428.7 3 .7 78.9 1 I N 7a a4.0 04 48ccL 17007 G E 21c) qd..o G G 13. 5fb3L43..0 ry.L7Ggq 1 COND. I TOTAL I BASE' I ','BASE I ':ADJUSTED' 100 x FLOOR . + GLASS . "= . ADJUST. x ' , GLASS = , . ; GLASS ` AREA AREA FACTOR • SOTOTAL BASE SP s Ga 24,. 134A . "IP I4.lo*g4 low 277 COMPONENT DESCRIPTION ' AREA x BASE SUMMER POINT MU!7 ° BASE POINTS r' Si4. 1' i 3 EXTERIOR 41E00 1.6 ADJACENT 1.0 ' 2 o 0 EXTERIOR feA 64 519 , .. AOJACEN7 N W vUNDER ATTIC OR SINGLE: ASSEMBLY`: 3tCo 1' 20 244 COMPONENT. DESCRIPTION' cA ` 1- • SUMMER • x POINT MULT. 9C THOU 9G) AS - BUILT SUMMER PQINT 6I; 12--tea" 9eo3tar O Vi-roCo . Cc[? R9 t3 q'4.': L.4. 01 2g2.-rot BASE CEILING AREA MUMS FLOOR AREA DIRECTLY UNDER CEILING: ASBUILT CEILING AREA EQUALS ACTUAL CE LING SQUARE FOOTAGE rc o w SLAB IPERILIETERI RAISED ( AREA) p R1MEiFi:TL : RAlat/ • K 3 FOR SLA&ON-GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE Ar" .::.. 26oa eto lQaO 2. o-0 3 2500 56, 7. L INFILTRATION aG!".i.,I 14.7- 6I0011,B.....'.1'INFILITLATLON06592.4 . I4.1 j 115014.3 r - USETOTALFLOORAREAOFCONDITIONEDSPACE. '- 1- ::: J TOTAL COMPONENT BASE SUMMER POINTS" ` 12Ici a I I BASE COOLING. I TOTAL BASE BASE , TOTAL ' SYSTEM SUMMER COOLING 1:, AS -BUILT . MULTIPLIER POINTS - POINTS SUM. PTS COOLINai SYSTEM' d TOTAL COMPONENT AS•BUILT SUMMER POINTS ' - 1,"L2) 414... !` NUMBER BASE. BASE:w OF ` x, i' HOT WATER ,p tAOT WATER'; BEDROOMS MULTIPLIER POINTS " I132 w 331 HHorizontal Glass (Skylights) For glass wtt known:Shaomg Coellicient, see section 9032(a).. 2 121d. ASAUILT DM 9H) AS - BUILT;'. 9K) r AS -BUILT' I AS -BUILT,';'; CCM COOLING', 9L)'POINTS 1562.'1 I i AS - BUILT , NOT WATER •, SYSTEM DE$ C NUMBERS OF `,!. BEDROOMS AS BUILT;; HWM ' 9M) AS - BUILT i x HWCM 9N) I ': AS - BUILT >;_ NOT WATER POINTS •' Tint Mulliphers may be used loryg!ass wrih so13r screens: lilm or lint ti SUMMER POINT MULTIPLIERS (SPM) 98 SUMMER OVERHANG FACTORS (SOF) For single and double pane glass. OH RATIO NE/NW 1)1-1 LENGTH 0-.11 1.0 1 0 12-.17 94 95 18- 26 91 92 27- 35 87 86 36- 46 84 81 47- 57 80 76 56- 70 rr 72 71- 83 74 68 65 ay 4692 .85 .78 .70 .64 58 ' 52 .4291 .83. .75 .67 • .60 .54 .48 .391* ft 2 ft Vt. 314 R. .1.t N. 5Vz It. OW ft ' 91i n Tbselect by Oyernanq Length• no oat of glass Oa be more Man 8 It. beim./ Me oyemang. CLIMATE ZONES 7 8 9 84-1.18 y 1.19-1.72 I 1 73-273 70 • 64 se 9C WALL SUMMER POINT MULTIPLIERS fSPYI 64 .se 50 41 33 30 14ft 20ft+ t - LAG .- WOOD SFEEL INT. INSULATION EXT. INSUL RVAUJE WOOD FR R.VALUE EXT ADJ . EXT , ADJ - N°11/1AL Va. -2... N°°- WT.' 0 '' 09 4.6 6 INCH - 0 - 6.9 8.5 3.4 • 11.6.i 4 4 NVAUJE Ea ADJ EXT 7.10.9 1.3 • RAIALUE • EXT7 . los 3.2 , 1.3 5.5 zi 0 . 2.9 4.2 . t 1.9 4.2 ' 11 • 18.9 t 1.1 • 0- 2.9 . ' 2811 .12.9 2.7 1.0 4 2 . • 1.6 3 4.9 27 , 13 1.7 19 - 25.9 6 • 3. 6 9 • • 1 913.18.9 2.4 • 9 • 3.9 1.5 5 . 6.9 . zg, . u . 1.2 • 26 & Uo - 7s Up • 1.519 - 25.9 1.6 6 3.4 1.3 7.10.9 • 1.6 ' 8 7 VALLE 3 BLOCK •• 6 INCH • 268uo • i0 3 19. 07 . II .18.9 • 1.0 6 3 0 . 2.9 2.3 RVAWE • EXT19 .25.9 • • 5 • 3 AIY...i5rrkii.. 3 • 6 9 1.6 0 .29 ' 1.9 • a;,:+..",-(4.44.4.v; s \ y..-zil,,/ a,g:f7,71 xi,..4I.V-144 10 6 00 7. 7 & Uo • 1.2 • • 90 DOOR SUMMER POINT MULT1PUEFIS (spAq IDOOR TYPE WOOD INSULATED .26 EXTERIOR 9 ADJACENT 3.8 9F FL.00R SUMMER 1201NT ' UNDER ATTIC SINGLE A SEMBLY • CONCRETE DECK ROOFR-VALUE SPM -' R-VALUE ' • SPM CEILING TYPE1921.9 ' 1.5 , ." 10 10.9 4.0 R.VALUE . 10 • 13.9 DROPPED 4.1 EXPOSED 4.8 22 25 9 1.3' 11 12.9 3.6 ' 26 29.9 1.0 ''' -' 13 18 9 3.3 14 . 20.9 2.9 . 3.1 ' 30 37.9 • 8' ' 19 25.9 2,5 ' 21 & U 1.9- a;i11;41L-LiTaNtfrts 2.038Uo8 ' 2§ Uo : 1.6 ' ' EDGE INSU T1ON...''' ' RAISED CONCRETE . 'I:'..`. ' .. RAISEDW000: FINALUE ' ' '' SKI' ''' ' II -VALUE ' '' SPM " 1 ,POsT OR PIER :. • 4 'CONSTRUCTION ''' -; r STEM WALL WI UNDER FLOOR INSULATION t' ADJACENT• • '. 4mA4j.V.;.:4,!,444,-,s,4,'4A:iZ 3A ''''' 5;6.9 16.13 ••••• 6..'6.9 ••'• •• 4 - ''. ' 9G ; INFILTRATION,EL.PAVER. POINT' iULTIv PIJEOS 1PRACTICE. 01 ,..,..i',..!....:-......:..,',....,..,..,., .,.!......113.6.,':',..', PRACTICE' c2.i,',...,'",>.,.:',....'7f,„7',.,,'...I..: ',,,,,;.,,14.7,0...': PRACTICE'• 3 ,--t.,,,,,,y"--,"....":-,n..".',.." .....,‘",101-.•y.....•:: f't-."'""V'-•!,'-."'''.-'''''"•,'•-••'"".'•'•"'"-"--.•''''' ' FO/",M.U.iiiPnafii.':In'i:ainaiitiOeS'cif"Penniete'biock-Cortsiruetiom;»,.•., Foi,rriumpi. leftior bir!e!:.iiT",..9.!!',4" "*.!,9.00 ass:.„.-..-;,, ..•,, ::,‘:-. -,'...,-,.......,:,..;.:',.':',. V...3..•:'',.,.f....'''!,i',,,.»..., emblies see. seelion 503.2.,(e,/....... V•3,t,'',.'•.::%•''''',',.•..;""•,-",: i'ii.,'"-",...,',,,, INFILTRATION PRACTICE i .',..,....,,,,,.;.,,•,,',...',!,...,,:;,,,',...,,,,...,,;»,,, -,.......,..:,...,, ,,...,,•,: ..,,, ..,.. ,,,.... •.• ,,,•••••••• -:,..,....,. f.;',,,,,-,...,..`, -•,.. '•,,,771.'4rY,..,•-''-,:' '''', ''',,`' . WW1 Salem ..! AIr Dani'.1"''.•• W/CI,Elatum ,... Air Dug( 'I.'," i.,,...:-'•-• DUCTS IN CONDITIONED SPACE f?. .. r, - • .., , •.. -.... . . 1.00 .,•..., 1.00 ...•f'''.': WINTER CALCULATIONS BASE WINTER BASE6GLASS x POINT = WINTER o AREA MULTIPUER POINTS N i NE 1.*)14• E I a•G SE • 1 ei S SW w rnO 610 Go NW 74 H' 72 1.1 33 3.1 3.3 1.1 1.4 3.1 76 Ti33 1-1 iiro l CAL 2 6 Ne -72 gE 2t0• O5 SW y2 SW t 03 . I.¢ d 1. 1 3.3 to 2744 2 E72 3 40 2o GLASS AREA SINGLE -PANE DOUBLEWINTERPOINTMUMORWINTERPOINT t4.51ATEZONES PANE MUM WINTER x OVERHANG FACTOR (9B) 7 8 9 T GLASS WIN. CLEAR TINP CLEAR TINT' N CJ 3.7 2.2 2.4' I.0c1 PTS. 145NEizak, 2.9 1.4 1.8 I•SI" 11.04 11SG . 5G 7 E 1 a•0T 1 1.1 6 SE 1 Q, _ 2.1 3.3 2.5 S GO_ 2.0 I 3.1 24 T) 3 1•11 1 120Wm1.1 6 a.e4 1-15 1tbNWi42.9 ' 1.4 1 , 3 p 9 . H' 7/2' 8.9 7.8 7.3 5.7' 10 NE 12 2•41 i:• 271N1= 210 2.9 . i. r- v 8E3rroSO. 64 B s Flo. 31A/ ri2 2.0. I$ I COND. I'.TOTAL I BASE I BASE ;, ,I ;ADJUSTED15`x FLOOR > + GLASS . ADJUST x GLASS -;;'GLASS . AREA AREA FACTOR SUBTOTAL LlASE WP COMPONENT .,• DESCRIPTION - AREA ' BASE IN PoINT MULT BASE WINTER -. zr41 3 EXTERIOR q8 30 3 ADJACENT S f Cacc 0o a EXTERIOR 13' (.: 1.8 lb l ADJACENT 1.3 Vl x W UNDER ATTIC OR SINGLE'. ASSEMBLY FCvI 512 AS•BUILT GLASS SUBTOTAL` 2114, COMPONENT DESCRIPTION AREA ` WINTER x POINT MOLT .= 9C THRU 9G) AS -BUILT .•: ' i, WINTER TSI0 s44. , ors e•s a>5g 41 ,. Poo it% • GLC 12,50 2•b "La/ 3143 BASE CEILING AREA EQUALS FLOOR AREA DIRECTLY UNDER CEILING: AS•BURY CEILING AREA EOUALS ACTUAL CEILING SQUARE FOOTAGE.': o: 0 LL SLAB IPERNETERI RAISED (AREA) 160 2. 1 Za d F_tr-IAASI1=TL 14ep:: 12.3:; 1 2q4 50: 1 FOR SL4B-ON•GRAOE USE PERIMETER LENGTH AROUND COND BONED FLOOR: FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE:' INFILTRATION I ' Q 92r(. 1.2 •. ,':i b v...,:tlL' INF1L'trWTlor(al aodJ24 I 1.2 1• ... 16 A USE TOTAL FLOOR AREA OF CONDITIONED SPACE. ,- .. ,.,, , , I " TOTAL COMPONENT BASE WINTER POINTS 4COCt 4 A L. 'TOTAL' COMPONENT' AS -BUILT -WINTER POINTS" ti 50 1 •.`':• ; V ..:... i. _ is ,r...-. BASE HEATING ;':TOTAL BASE BASE SYSTEM x'.' WINTER •:`HEATING MULTIPLIER ` 1 : i POINTS I POINTS 1. 14 . 0 BASE; COOLING +' POINTS Fran P,21 1/ 6 BASE BASE ;TOTAL ,2 HEATING + j HOT,WATER ',BASE POINTS, ; POINTS POINTS coin P 2h ' 4EnfN on P,11> 1 08" H ` Haracintal Glass (Skylights) For jlass wish knOwn'Shading CoelticienL see section 9032(a). '-.Ti91+Multiphers may De usM for glass filth so ai screens, film; a tint TOTAL ) `, AS BUILT , AS•BUILT I ' AS BUILT , I ,;•AS BUILT,`` AS - GUILT lr' OM 1i ASM ` x NCM I s , HEATING WIN. PTS. I (911) , , j „ (91) (9J) 1•,:'• POINTS,' 205o • LIo r AS BUILT ':;: COOLING POINTS From P.21 ` a27I AS BUILT' • i I ; "AS•BUILT HEATING I +' HOT,WATER AS BUILT, POINTS I ' POINTS'_ POINTS ' FrornP. 2) (Enter on P.11 I ( rP. .622'q (I55 A p JAI WINTER POINT MULTIPLIERS (WPM; 9B WINTER OVERHANG FACTORS (WOO m' W O. 1 • 1- a iOH H RATIO 1 .0-.11 1 .12-.17 1 .18-.26 i .27- 35 1.36-.46 47- 57 58_.70 1 .71- 83 1 .84-1.18 1 119-1.72 1 1.73-2 73 1 2 74+ SINGLE PAGE GLASS N 1.0 1.03 1.04 1.06 1.07 1.09 1.11 1.12 1.14 156NE/NW • 10 1.05 1.08 1.13 1.17 1.21 1.24 1.27 1.30 1.18 1.37 145EhY102012.58 3.78 504 6.54 7.92 9.43 11.04 14.42 1. 1.51 SEAW 1.0 91 87 76 64 48 32 15 03 18.12 2204 S 1.0 94 91 79 65 47 28 26 34 43 1.11 91 46 1.68 1.92DOUBLEPANEGLASS N 1.0 1.03 1.05 1.08 1.10 1.12 1.14 1.17 1.18 1.24NE/NW 1.0 1.08 1.12 1.20 1.26 1.32 1.37 1.41 1.47 1.57 1.29 1. 78EMI1.0 85 74 55 34 10 12 36 63' 1.17 1.69. SE/SW 1.0 95 96 92 85 77 67 57 45 34 '' 1.77 23 22.4141' 86 S 1.0 94 87 78 ` 66 : 54 38 15 ' 08 34 so LENGTH • O It. 1 IL 11,2 1f. - 2 0. 3 It. • _ 314 It.: 41/2 It 514 IL 6Vr It. 91411. 14 II. To select by Overhang Length. no Dan of glass shalt be mote than 8 II. below the overhang. 201t:+ QVERHANG RATIO OH LENGTH OH HEIGHT 1 1 9C WALL WINTER POINT MULTIPLIERS (WPM) FRAME CONCRETE BLOCK' FACE BRICK WOOD - STEEL INT INSULATION EXT.4NSUL R•YAWE WOOD FR LOG IIVAWE EKT ' ADJ EXT ADJ NORMAL WT. NOR. WL 0. • 6.9 2.4 61NCH 0. 6.9 2.5 1.7 3.4 2.2 R•VALUE • EXT ADJ EXT 7.10.9 8 R•VAWE : EXT 7.10.9 8•.6• 1.5. 1.0 0. 2.9 _. 19. 7 1.9-:, t.L•I8.9 5 :, 0.2.g:,,..- 6:, 11.12.9• 6 . 5. 1.1 , 0 8 13 IB,9 6 5 1.0 01 5. 6.9 • C) 3, • 26dUp 1 78Up ,:: 2... 19.259 3. 3' 0.9 • 0.6 2•. R•VAWE BLOCK. 9INCH 26d Uo 2 2 04 03 tl • 18.9 4 2 0 , . 0.:2.9 9 :' R•YALUE :: EXT ::. 19 • 259 2 1 i, r<4 ° 3. 69 6 0 29 2 268Urt 1 0 1UN't, 7•'99 s 9D DOOR WINTER POINT MULTIPLIERS (WPM) sot.•-, r isr t.r ti:• z _ 10 d U0 v'.2 I d UD - 1 DOOR TYPE';. EXTERIOR ADJACENT WOOD 2.8 INSULATED 1.6 9F FLOUR WINTER POINT, MULTIPLIERS IWPMI' 9E 'CEILINGWINTEFi P01NT MULTIPLIERS,(WPM) ,.^: UNDER ATTIC: '- SINGLE ASSEMBLY R-VALUE WPM+"• CONCRETE DECK ROOF ' R•VALUE WPM ` CEILING TYPE 19.219 3 10-10.9 `; 6'-- • R•VALUE DROPPED. EXPOSED 22•'259 2, ': II.12.9'-' 5*', 10=13.9 1,,..:. 26'•299 2 , 13.18.9d:• 5:.;- i14'•20.9 0•..- 30.379 1 19 • 259_. 3.•: r21.8.Lip Y .lira c, 38 8 U0 t,.; ..1 . , 26 8 UD',: 1.• ik SLAENDN.GRAOE EDGE INSU TION RASED CONCR E RAISED WOOD' . POST OR PIER CONSTRUCTION STEM WALL WI UNDER: FLOOR INSULATION "', ADJACENTR•VALUE' WPM R•VALUE WPM 0.29 2.1 0.2.9 :,.. 1.0 • R•VALUE •. WPM WPM WPM 3 49• ` 2.6 3 49 3.. 0• 09 2,2 ••..3 w. a ,,'. c11 s 6.9 2.T 5.6.9 ;:. J ,,.' 2+10.9 1. 0 6 ic.; ,- ll•16g. :. 4 p. 78Up :,..• rr'_ 2.7 78UD :',: Dr;> 196Up ,:: 3 1, ,. 3 9G • INFILTRATION WINTER POINT MULTIPLIERS (WPM INFILTRATION PRACTICE';> S» Table OP) PRACTICE • 1'.:x PRACTICE 0 2 -- PRACTICE • 3'^ri 9H: DUCT MULTIPLIEII3 For,Rtulhplreit lor; other, types :Of COnerete'bloek construction Foi rnulUphers lot; other t ypes;ol rarse0 woos aSSetnpbesalkk section 903 2 (e) l ;: VALUE ` With. Return Alr Duet' , W/O Ronan Alr Oust , 4.2 4.9 : 5.0 6.6'.:. :. 6.7 8 Up • DUCTS IN CONDITIONED SPACE t" 1.00': a a1.00 S Y S T E M T Y P E H S P F 6 4 6 8 9 i N 7 1 C a n a l H e a t P u m p U n i t s P I H P E l e c t r i c S t r i p G a s 8 O m e r F u e l s C O P H S M H S M 2 5 2 6 9 2 7 2695149HEATINGSY S T E M M U L T I P L I E R S 6 9 7 3 97478 979 8 3 9 2 9 3 0 9 3 1 3 2 9 3 3 3 4 9 4 6 4340B48P S 3536946 1 0 1 0 S a n T a b l e 9 J k x u t l r y l i e r M i n i m u m s C e n t r a l U n d s A i r S o u r c e 2 7 C O P 6 4 H S P F i eSource34COP G r o u n d W a t e r S o u r c e 3 2 C O P P T H P 2 6 C O P m e a n s GdcientofPer f o r m a n c e 4 3 403 8 8 9 U p 3 7 U o 3 6 J H E A T I N G C R E D I T M U L T I P L I E R S H C M S Y S T E M T Y P E H E A T I N G CRED I T M U L T I P L I E R C A l l i c R a d i a n tBarrier H C M 6 8 M u l t u o n e H C M 9 0 N a t u r a l G a s A F U E 6 1 6 9 7 0 7 4 7 5 7 9 O 8 4 8 5 8 9 L 9 0 U 0 2 8 H C M 3 2 3 0 O t n e r F u e e H C M 58 5 5 5 5 5 2 2 6 I W h e r e m o r e t h a n o n e c r e d i t i s A F U E 4 8 c l a i m e d m u l t i a y H M I s t o g e t h e r E n t e r productonpage4meansAnnua l F u e l U t i l i z a t i o n E I 6 i c i l y 4 5 0 r v o a w r e s u u r r u c n a l t a MrSYSTE M T Y P E C O O L I N G S Y S T E M M U L T I P L I E R S C E N TH A L U N I T S S E E R I E E R ll ht• A V- I i! THE CITY,OF'.CORAL GABLES,'FLORIDA•_. nUILDING DIVISION CERTIPICATE REOUIRED.RI SECTION 17-5'' Or ORDINANCE:NO. 1525 OF..THE CITY .OF CORAL `GADLES, PLORIDA... Tq the hest of,my knowledge • and belief,,. the ,within plansand specifications. ,', do,not ,duplicate ,,the elevations and/ or exterior irchi teclural;'design of. any buildings in the residential, ; area ;',o,f the City of Coral Gable„ previously submitted by me'o'r;by;my, office: ' ,that tb the•' best.'. of my ''knowledge ' and .'.belief l these ,,'plans ;;and specifications : are ,: not , a ,duplication" " of . elevations and/ or . exterior architectural,, design of any.'; building constructed, or for. which a, permit has, been issued ; in the City,af .Coral )Gables; I, further certify that I am full•• y''familiar '.with, the ordinance under which' this certificate',: is requir.ed.' ARCRITECT' S NAME: O'Agh, ` 0,02. T6052. Print) ADDRESS: n' J E /1,d-r. 6c!a l k . ARCHITECT'S'' S.IGNATURC q a ; DATE !"/ 0-- 1d, (SEAL)" Cho' LOCATION OE' nUIL'),iNG:, LOT 41.10Cle CC( i fORM 112: : (nra)• nmatja1:D Von r SUB. r G i 1 is x TO BE BIONEU'BY OWNER OF PROPERTY, NOT BY TENANT. 1 OWNER CITY OF CORAL GABLES, FLORIDA AFFIDAVIT REQUIRED BY, ORDINANCE'' No. 852 Arturo Barrera POST; OFFICE ADDRESS ' 8450~S.W. '135th Drive BUILDER OR,I CONTRACTOR ''Tri-Tech Construction.InB, POST OFFICE''ADDRESS 48 East Flagler. St. Suite, # '3131 wi;'am; Fr: 11131' LEGAL' DESCRIPTION OF PROPERTY UPON WHICH WORK IS TO BE DONE: LOT(S) ' 4 BLOCK 25 ''SUBDIVISION CosoPli m 4Pri-4,a; Two Plat "F"' DETAILS OF CONTRACT: ORAL WRITTEW NATURE OF WORK TO BE DONE ; Construction of a new ,single-family :House STATE OF FLORIDA` ) ss.. COUNTY OF'DADE ,) BEFORE ME,,an officer duly authorized to,adminiater oaths and'take acknowledgments,' personally appeared Arturo'rBarrera, . ': owner, of.',the above; property and . Serg1.0 N. vellxopolj ski , builder/contractor. for, the above work, who after being duly sworn,' under,' ' oath depose and say, that ..the facts' contained above'are'true and, correct and.,that',thiS'affidavit'is• made for.'the'purpose of,indlc ng, a City of Coral Gables. to issue a building' permie,covering—thevro out herein. SWORN ,TO and subscribed before me''at Coral Gables, Florlda on ,this. the 53O' ' day, of '..b3C„I -s-r . ; 19` 4n : '• y commission expires m:,) 0 w• c; id3 9i. 1 .. i4iL..2, i„.11 Bt1 f' r1 To: Building Official 40o Biltmore,Way Coral Gables; Florida. 33134 Date 8 = 23 - 90 I, the undersigned Professional Engineer/Architect, registered in'the State.of Florida have been. retained by theAo_Wners, ir0,0 . E3Q,1r} eezt and Contractor, y'l -6:k i-]UI iS 4'Y)64/ 4,.) n 7-- of the property located at im /,Q b4 e6)4 ,; ehpay Ii 4 (lord/ ALre",S to 'perform: all' the duties• of a' Special. Iaspector,''as Jefined in Sectio0p.3,`.of .the South.Florida:Building,,Code. This office will be`responaihle to the,,Building Official of' the City of Coral' gables for:the inspection of the structural,.elements of:the s'tructure,,including alr excavationspiling,'foundationll reinforced'concrete andietructurel.steel.. Wr;wlll inopcct all windowsinatallationsi4lass sliding doore,,balcany`and'stair Ldiling,and *ard.rails.'.The,pile log -and all concrete teat reports will be preserved. I will,,aubmit signed and sealed inspection reporta,and:'pregresa reports indicating approved progress of •the work and/or required corrections with necessary'.;.. fallow -up reperteAndicating:correction of all deficienciesand/or required correct lane. Upon my,'determination that. thcetructure.he been.'satisfactorily completed, L will submit to the Building Afficial of the City of.Coral'Cables my Certificate. of Ci: mpliance stating thae,to,the beat of.'my knowledge;and,belief and professional. pp judgmentthework.ia in substantial accordance with +Che A roved Plane, South Florida Building Code, 'and the Coral'Cablee'Code end regulations.'.:I understand that ,this. Certificate' uieiteto final inap'ection by ttie`Building`Official for',,, icavanc a, C icate of Occupancy,.by tha City. 4preved ( Owner) ,,(Date). 67 Reg'.: No:'. 'Z Zg U Name'emtuo''CAStRCS Approved ontreCtor) > Date) (Please,Print) Addraa 628/ 51( I257 Telephone :. 267J56e0 SBAL2 •:° GCG FORM ,,10,(Bb2) Reviand='September 13.:1993; CITY GAS COMPANY OF FLORIDA MIAMI DIVISION 955 EAST 25th STREET HIALEAH, FLORIDA 33013-3498 305) 691.8710 TELECOPY (305) 691-7112 August 27, 1990 COCOA DIVISION 4180 SOUTH U.S.1 , ROCKLEDGE, FLORIDA 32955.5309 407) 636.4644 TELECOPY (407) 633.6733 Mr. Frank: Figueroa,,. Chief. Plumliing,Inspector City of;Coral';Gables 405 Biltmore Way • Coral Gables,'Florida .•, ', Re: Mr»Arturo Barrera, . $199 Caoba 'Ct.', Lot 4, .Block 25 Plat F„'CocoplumHSection 2, P1at•book:133,:,Page"30. U.N:C.L:B. #1669.73B' Dear Sir:' Please be advised; that City Gas Company of Florida has no '. existing facilities in the proposed,construction area and offers; no''objection •'to,the,issuance'of permit. Very,truly yours,;,' CITY 'GAS COMPANY, OF FLORIDA G1.0 ho._; Richard, ':: Wall Vice President/ Operations:`' RFW/br cc Tri Tech. Const a- An Nui Compiny r S t 6. 1.; • L_ • \otI a.l. Ui I - I- i-)i.)Ug V.:, ._....-. MOill i NL-1 •'1'Ii LISS'•`.•;' >>=,.c c u 4nur.r i I [ I •i-UUNa i-.LIFIIiItiLaiH . •i,, • ••:. •••, '111Ni'• hluv ::Li 1'1 : 1 •i;;¢C) 199U I +'uJ.:I-- 41 : i4L:l II tl lL> reiLQw •• •• • • • •• • 3I, r..0 1. ,l-li llLl aa11L1 Ll i 1• • • • j d •Ol.l•1'% 11 r • • •• • • Puts • 1'iL'LII b./.12 18I' L' HUHD MINN CHUHD WEBS 1-2= 342 6-Y=-309 • 2-18=-1242 3=-18/ 11 / d--SUY ' 2-Y= 1324 3-4-- Y`14 8-7= 7Y4 3-8=-116 4-;+--18/ 8 1-18--308 3-8= U • S-6= 34i 10-1--31.17 • 4-U= 116 ,. 5-8= 1324. J-/=-1242 . iu L( 44 Y..ti ktAL'IlUNS S11E'. 18=-1341 3.511 7=-1541' S•SU 1: - III Ij _ I 1 0, 1 1. 43 3; e+1 13Y1-r 1)a13 3 x41 I • 1 ''-. t Lk . i Li A +. ai--16 7- a: p '. I, 1 .C-•Fi ..,• 10iEFTuL 1;I;'T u ?L 81,nti 4-13 arei 1. y'. RIGI-I NEIGNT:0-? . t. a. a, +, +taus . iG-, L'vl.., L11F11)111Li Li `•.F•) 19(-)n^ 111t1,1313ES MINIHUI') L4kH11L..C11 .L.UI`IlilEl' L` LI I,Ul' ' 5=t 1U,1ail '''LrFIUFtll .a'i4J ',Nu.i lea) E.Iu) iIA' .,i) 1,L.+ ILgaI 1 U '1,_(.) 1:1.% 11E1'1`,1JI-11.11111 21'6'<.'1%1c).4!'-11) SP. , Liu 1 C! 1s111IIrL/.6U; : s 1u:8 Fa kSl:• `, r l+1SL1a i,,F, q p 11, ,I NU L- UMLI 1 1 LF}TL 1 Sl''F;1..1.1\11+:.e '24 U~1n D. I 1 LI'L.'I11ll,'k. S 1 1 \LSbLS USk_1S 1\11.1.; lJl • ML-1 1dEl-iS i 1. i'Lidkd Ant ULAA(- A) HULUIWI1 40 1E1610H-3;Y 58EiA h. NAII6FALIUkt6 FAUi AS1h 11 446 880 A NALVANI1tU SILEL(E1Ltl+l AS S1108141 ' Anil 11831 LL 11181111.1.1.11 U11 UJIH IALES OF JU1N1b }HkE1111CALLYIt10ENI AS SillNli hSIUN C104'811115 W11H'NOS -ULSIGii SPEL•5 ANU,SSNC;IPI85 ' IHl) UESIUN !S FUN !NUE;1-A6h!LAIINN UNLY FLA NEINAIIENI AND Itl1PUi1ANY BNACINalUH1LH !S ALWAYS NEUDyCUNSULT BLDU ANCHITECI'ON EN1INEEII o lgc.'aI 066 • 47g5 L:.L...I 'v'cC-yl'.v*i G ' I. C3U• 4041 1 .._. - ... ,;.yP11;I I INEZ. IItUa8:1•> .;.._:•__ iltnLL,mE4. : n.,..A • 1[-1 H-•CI.1r4 >7 --itrakkLki, • • ••• • ielcnl•IluY :iU 1./:14:L4 191..Ii • t u* :L Si; rU11..3111 I IISlD••: •7Ltl4ir,•• • • •i•ctt41 % it S14 • Ut• nt t .:Ct .1.•••LS • ' • •:• • • • L u}.f••I'. t. IA. It . ..i 1:2 lui' CHuni SOWN CHUHO HENS L=-Ubl .b- 1=-30Y 2-Y= 033 2-3=-b43', 1-8=-307 3-V.,-201 3-4--'d65 U-'Y= ill 31= 116 4-:=-73 Y- 1= 0 5-b=-1/1 S-b= Sic : 75= 1170 c/=-11b3 • HEFCIIUHS - SIIE I.- V2U • S.: U 1=71262 S.: U l,71 1 -- R' 7_2 2-• 10 r u' Try " 1 - i *A "" i .Iui. ': HE 1i.,H i 2. 7 9.1 )Z'hi r)U-1 pjRISE y n.. ; l 1 7 iICHT HEIGHT 8-7 l.UiyU! iil7 -' 1'.131 1 c fiX't I Itil= 1L b 171N11Ull _ U1•0101::UI LlcU_M. UEltI U IUI^ { iC.1 UI' LI IURii/ b VU c) EII LEI t,. y t riLl1 I U-9 U 1.Uhl '.1:101, L1-1UliD im6•- 1,10.4 NU SP r+IJ7l Clu 11LI-,L Li rtClWEBSa ;46zi Nu ...,' p I) SiJ ' u Ih '1.01U I L/PIES - 1 .` 1 1.-A I l: , , _ ~'6Pr±l.1r4L3 x' 1 u in. u. t_. , I,E r'LI 111t11-4' :5t111-51-..1L.'3 LJacU NU'. UI- D1L-111:1EkS , 1 1:LilrGS ASE E NFX-20 HGEDIIIB 4U ThiS1011 : Y 3HEn 2.12 11ANUFACHINED TMUli AS111 F 44c,GN0 a:SFLVF1IILED STEELIEILEFI r1S SHOWN* rin'E•HUSI NS IHSIFLLED UN bOIH HILES UrJUMP:, SMISEMICF1LYIEILEFl AS SHUWNIDESIDN CONTEMNS WITH IIDS DESIGN SPECS MID SSDC,IPI-85 oils DEEISH;Is FOF IPUSS FFNHICF)ION UNLY.FOHPEHHFNENIAND'lENVUk„HY NHFUNUIWHICH IS FLHFYs NEODICONSULT DUG 'AGGHIIECI:UN ENO NEER. t, I t i•'l k „Ei VL r SA On .._ I iti)0:10'0 J..-...___. : <111=di'I .L NE .'I I•iUSSuLtatltt • 1I;I-Iki FI t.:13N8i .•-•-is/41,04--1•;;4 • • ••• • 0). • }u.f • ..1 ll:-Lb 42E1 1V9(..) I t l_,f, l lr: YS):LU1.:?1.1• 1 ,• •• • • • • •,1'i•f I cti.. .. - •••• "11,. •_,.__....._._.,.__. ..LI1_tculis (}• .. .4i • i i i • • . 1 •gip i't icli El, i l fur cililHU NOHOW CHUdF Win riEACi16145 - SIIL1- 515 1 e-13-- 0 2-22--263 /-1'i= 10192 22=-11426 8.02- SUi 15-14= 166/7 o 22--1/1G:i 8-11x-4019, 1S--11469 8.00d-9 15355 14-15= 16617 5 21x 605 5-16. S9914-t=-1'1513:, 15-16= 16/51 3-20='4/86 9-16=-21995-o6-I'/743 16-1/= 1509 4-'20=-2144 9-15. 19976-/=-14451 11-1U-.163/U : :4-19. 177/ 10-15. 109i-S=-14461 111-19 180/9 .-19= 4/67 10-14= 6497N-;7--i669S Id-20= 16'142 `5-18=:4624 ,10-1S--202411-li)--1d142 0-21-.13040 .: 6-lU= 6()// 11-13=-56410-11= Ale 21 22. 13U41 ' '6-1/o-Y11 11-12. 315 • 1'-26 rlAt iii+i'cl's (X L4 i;1 101•}:b5 i 5,2),05 ,'1,Li1 4,1,L19=J,51i1113=11,61,L117=6,4,5j,[122 3,2.51r 1 CI 5- '1.(1.13 1 • 0 a e1.-,J 1 erc -1 13 20--11 3A 1' ' 36-11 , r I E1 < •41 Lll 3- D .r ;3--ti- 3•-1)5 '3•-• 7-5 s-•.1.^.1,45 - ,r.10. 1' ';e r...• J1. 1 4.1( 0A r a ••• 1 J) • • • • • • • •I•t-tmi61y it a,buCC1H1 1rr t •j , Lvi. a I. 2.4 C:.// J .•t ll r4teal ' '9ttfi13<; dtr I I I• r 4X1.5 1p 44 1..t 3`rfi yrti I . _1:71- 12 17 1• y.5 . 3x6 14 i3 .'•. 9}i6 Spa.. 1,1 '11 r ` 4 4- 1 0 7 10 5 10. 10 1 =, ) :i ? i i 213-.11 t 341 ' 361.1. 10 s 0-•10 0 3 J • i-J3- 5, '3-J3-5' . 3-'7-S 3-•1 1.4 '15 2• 2-10 >: i nv". t x n SJ ! .1, .b J., ,• tt1 riff pj( Ir .'.irirLtl -d LCLrr e iF i,! T i ,:e7LEFT ,, BASS; , T`;HEIGHT::07' U1-;1.( 11:4IJ (i LI ) 11F, L I hLSSLSJ -J I1 1, 41 'tL' •i ul ' •ee • = r, 11 J 1 PIUI7 i I AllL UI 1 UI'INtI 1 EJi IUI' L,IICJI{l] ,r.Xu .1`lt.).-: I1J ,I• L) lLCi11rI1t, Li rl DUI LNUkI'J r r Li IVu 1 D ILL) 51', tl. f`I It .1 1 Uk-f-.'e L/, iso • ) 4J6k1,, ;.',..r,.d'I .' rJu.c:; l,u .ci} 8 1 11 .%1 PI l UI IL1 1 >:S F Liy l'F 1. ; •- -- ,FT1AC I NU 4 (.i, .1_t 1 u ,tL 1'L r 1 } 1 J,L 6-1 hE.asES . i!U I' I`IU. ,,UI I'7LI`1LiSl i' c. UII111. 3141 td: 10JL1 IJ:: J U I (1 I,L 1) 'r- 0 4 t+ 1 4 p r 1.1 74. u l l 1 9. ..1 t.i i2r LUIIi. IIII 1'):}L1) 11W',JU1111p 1 ,- 2476,00,1) :1J4:ULlq t - OJcb , t 1 /:' 1Ct 1.1 1U -1 + '1'U 'k+L a:u Ilu`• Lli al NrLt.' r 1 ; I1J L+L.' n F IVu I:L )I'' bJF_ll',1,) 1 . L+Itir,LL'U •tE.,.'S"r.r_ Of'.1'Itic' NUte: USr Ix4 of"1161ConL: :L4a[lu+.iSbb `iillli`2 U nd1l: Alu III IILt 'r u i1H14r L ,LJ6E1111:1 Ulr 16t,1 IJIi:'ti' 1 • ;L i .: n, t u, ':.t)aJ` 14 [ ,. 1'ti+ ,n >•u ( tl.l.11llii: ANL) lVL1iSJ nY. ••' l'LA1 a`-nr a Nnl 20IID L}tlEiby 1eNSlUu z59 SHEAn 42 NA1111FAC1UP[D rhUt! nS16 A'446 DIVA GnLVANIIEll STEEL(EXCEPI A SNUG' al; lc`HWI DE Li IALLcUUI11U)H InCE5 OF JUIrliS iatlS'iEJH1CnLLiIEXCEI'1cA5 5HUNNIDLHIGH',L'U111-01fr9S WIN NOS, DESIGN SPECSAND iTH15 GES)UN 15 F01 txba;fANHICt,11UN UIIL) FDH.FEhNANcN1,.;AtIO TEKFOHAHI, BRACIIIU(NHI,CH'lU ALBAYS,.HEoujCD901.1,DLUG,AHCHIIEC I SEGC.IPI-115 UH: ENGINEER. 1 I (i.iY l 1-_..::—:I'h1I f I I If-! f ICI I:, , __.:.. t cl lc tn, ; iI 1 II c II 1:a11: 1 I t 01c cl (Ic... 241 L', >._».1.,5';I.',90P , o •,1c. cf. 11 "01.0 . 1..1. frc.c_,t_: ll) • r. IILvI.. I .am11.y id . 31.11uc ., I I - , • Chian -Li.. y.. •1t.p. P3.•Lctr ;; 15.,/12:' TOP • CHORD 5011011 CHORD • UEGS REACTIONS SIZE1-2= 1172 5-6=-1080 2-10=-3729 10=-2014 3.502-3=-3036 6-7= 2119 2-9= 156.. 6=-2014 3.503-4=-3036 775=,2119. 2-27.1020 4-5=.1178 8-9= 2119 3-6=-761 • 9-10=.2119 4-9= 1022 10-1=-1080 .. 4-7= 156 4-5=-3729 1.L1 J E4 (C 111= , 8 26 .L]. 311-L 36-1. I-— I IfI ' rn `01 .L' 9a I3 .'OIL Ta P){ ' 1Q 10EF11;"Ii,l1T f? a:r Gc nr 1 n S BIC: G„ „ 1., „1 1 ! ) f1T 1'11;IG1lT O? ' I t)Al) I I II tc l ,f ,: t 1,1t1`. s,tfl I .3„I t,C. :., .: : u ..:. t- I } 11 III 11 I 111111. H. f:+lcc il)L ; OI 1111'IXq I I111 i(il I `. J £., >` T(q' (IIlI1 X) .'Ir, ,' Ilt, .' `•1(X) ' I1I 1` I , (cO f I 1 .,t 'J 12,.? C(l) (•, L I1L112X) t ,,F, -: I It, A' '.I(I) s,lIi) 1 I I I I 6()l II X> ,' 1<0 I It, , 1<X) salr .' : : : : t t '. -.a t : a u tt 4.t.L rL• c a 1 I` I l If I tlllrlls I, i I I c i"I 1.; ,, t= EiI r-ll III(, '1 (? i n "1.l.,I li 1111 ; OI 1'Ilil Il1Si:Fi . t I '. I11 Xs ` I 0 ; rx ,S I tl lt, >,' 1,e1 I i. I<!! s 1 c,ll T '. IfJ,,; '1 1.:11' ,l L l),' al t',: l 111,111 , , HotE `O5E 'a4 ar ' 3 Coni:`Draunq'toNn a,lk; FO naiIi'y,n ` SLATES AP. BENAX=2O WOLOINI 140'IENSION 359;SHEAR424211ANUFALNREU • FROH ASTM A 446-GAU A GALVANIZED STEEL1EXCEPT A5'SHOWNIFL„TE:MUSY .:BE.,.INSTALLED 11,'DOTM °ACES •OF JOINTa SYMMETRICALLI'IE):CEPT AS SHOWN1DES1611CONFORMS WITH: NOS DESIGN ISPECS 'AND SSBC TPI 85 ' ,THISGES161115FO4111US5F,A66ICAIIDN 111,9 FOR, PERlisttENf ANO U fEMPORAR, HACIfibINH1LHIS ALWAYS REOD}CONSUL T BLDG ARCHITECT OR ENGIt)i.ER... •<. i A t E f i o r s 1 o r 5 1 i r o z z q1VIARTIIILFZfld1SE1Cit0tCiirit1 F R Ifr311EWIRRETil11lecelIIa1011IIWoclf3c1ti15a31 a 5 9 I 9 9 TritfiF101I111141011y11aZ11ISpr3611n o A n t i t y a 5 T o p F i 1 c 1 1 0 5 1 2 T O P C H O R D B O T T O M C H O R D W E B S R E A C TI O N S S I Z E 1 2 8 3 1 6 7 7 6 0 2 1 0 3 1 9 5 1 0 2 0 1 4 3 5 0 23 2 17 3 7 9 1 9 2 5 2 9 1 9 4 7 2 0 1 4 3 5 0 3 4 2 0 0 3 8 9 2 0 0 3 3 9 1 2 4 4 5 2 1 7 3 9 1 0 1 0 2 5 3 8 0 5 6 8 3 1 1 0 1 7 6 0 4 9 1 2 4 5 8 1 9 4 5 7 3 1 95PLATEOFFSETS1XLEFTYTOPIfi2252115352IIcCcf 4 r j rA A 1 1 1 T O O P 1 1 52II1Ii71111C15z1Iff F I l i G l I T 4 1 E I G I I t 0 7 I f u l l 1 7 i t 7 7 i 4rNTmumor60ariorLiii i i mirs11f1lis3rki3Timrisiti r i."'„. '•-• 1.:. c. A.C..;.E.S Voreion 5.111k>>,......===.=r 0007.16 D.------..—««mARTTHEz.TRuss>>»=i— Cnstomer : FPI --(CCH -1JAMER6 Project fl:.. 90101211 Truss" ID g H102 . Wed Oct• 24 15:32:33 1990 Famib, O• g 31e1 Spain. - "g • 29 -11 - • CILI.T•11•11.•ty g; 1 . • • ' Top Pitch g 5./12 nar,rar,===.====. m.g.u........1.,.....m=..m.......r.,..,=,....=.=.....x.........==.===m3.1.4.=============== TOP CHORD • • • BOTTOM CHORD - • WEDS , REACTIONS - SIZE 1-2.- 105 • B-9.-544 .... 3-1=-1890• • 1.-1467 •• . 3.50. 2-.3.. 0 9-10= 1132. 3-11= 475 9.-1792 3.50 3-4=- 1975 • 10-11. 210E .. 4-11= 2.51 • 4-5=- 1820 .11-1. 1384 • . .5-11=-447 .• 54.71748, - 5-10=-535 .. • • • 677=,1896 : • - . ' . 1-10...231.. • • 778. 597 7-10.:672 . 7-9.- 2383 •• .: Cr I 7-- 6 T--- 5)( 4 4)(5 5x4 t1 ;5 114-;) 2: 44 _ 2 1:::- s : ',' , : • ', 7r-2,... ••:.• :,..:2740 il....• HLTO . PH: 8 —i —8. ::. , . . :, ,„ . .,' ..:, , ,'11'. 411.,, TO., P1(:;.: 10710 '',.., •; -•:..• • Ili'.r. I ; 1' 1-351 '' il '''''''--.13 - , • '', ',.' '''''''"'''''"'-'1 4 ,',' ' ' : irt ISE :479: '..' ' '..`., -,.. Pi IGHT ;* IIE 'GOT . ir a • •,, . ... , 1....: 0A» I 1 i c., -''`"I .1::'Eit4.1.. ;••• ':, ••,: '''.'•, f,'.. l'11,):•-‘,S Y'RESSES' :: • :.,,•;,.,,,,..:•;-`;:lvi.E1,11111111'1'.':(31•61)F1..,:(.117: L.1.11'11:-.1FEI,:•,•' : ' ••••,:••,,, :,,, 1•:. ...• .:' •X) :. • '•;•;•'',I'''''..,•,..."'I'(:1P••••-•:: .4"....5.:(*),..11•215.':: i :' ,..,.,,14.•;•:1-01'.' ' CNC/Sin i 24(6.,':,•;1,10;,.2.;Kx.) ',:31,...., Top..,;.,,,.,„; ,..3,, y, ,:.,... 4 .3 , ..,...,....?:, ...,..,-,,„ ,,,.,,, . Bo n..f.....1.().-11,•.:(),...,..1,4,11 ' , '. •z•,,••,,'":10111'•.. (:1110R1),A 24(6'; ,',',1,16...;?.., I<AX.,SP ••• • 30/••1••• ,., . 3, '..: •,"•11:)••,•''... 1, :, '• :,:, \ 1:.1::.1:::1::::•(•,:l..:/36),''.:'.•:..• .• '' •I''',,,'IkIIII:1313,:','''''.',"•:.'',•:1:2*I''',1::1,10...3“.1<XX 'FIFI'.!:"•'••••' •••••:. , _, . „ . . F.=.....:========.!..m.............. mm,7==..-..........========g:::,.....A....p...====.......F.,.w...!==.:=A.======. L. •"' 1... 1111 X0 PIATES'ARCDEHAI,• 20;1101.1/11IA,240.'TEIIS101.1-.359.511EAR-242:(1ANUFAC:f UPEO FRO11:ASIII A 44.1.; ORD: hi:GAIIVANIZED.STEEL(EXCEF'T 'AS'‘SH01411.), PLATE:AORTAE INSTALLEDUN 80110:ACES :UF, JOilifS;••• SYWIEIRICALLY tEiCEPi• AS :811011111DESION CONFORMS:11111i NOS, DESIGN SPECS AND•SSBC DES1ONIS FOR1AUSS• FABRICATION' ONLY.FOR:PERNANENT.•A110, ''TEIIFORARY'rONSULT 6LDG,'ARCHIIECT; OR ENGINEER,'. m. r.:.,E_- v4+1 ° ion ; , __::_..: , :T. .)Oti:•:, 1:_•_._., }tTThIL7 fItUSS s;. W- Gus t9cnrpl' IJ l If:.I::(J.I,1:..1 ,1' WA Oct 24 L't ,:s.a:34 .1.990IIt.t,di'! !T: 90101211 'f'I•uris :I1i • t:;l.,t:crt :: "'L__/ IILO: Family ## s:L;a TOP CHU • BOTTOM CHORD HERS REACTIONS - 911E1-2=-1575 5-6= 1056 2-6=-75 1=-1171 3.502-3=-1444 6-1= 1444 • 3-6= 484 3-4= 0 3-5=-1326 5=-1171 3.50 4-5- 254 1(4-0 1:3 -9-8 21-7 1.0-0 5-9-8 5--9-8 .. F.rrr xi • rrJ r: ^rr>F . fIIsIGlIT •`' I h+, ! I,1: sl > . ri rl I X PI :• Y ll' s i L ' ` 1 !I 1 • ' t) 13ts' I :. Y t.tl l I It11 11 , dtf> ' I Itt .,'. ItX) csl ; IT{U! I I I I s 1 f!'! ! IlClfiXS '! c5 I Itt R1) caF.` Lull ! () ull is , , cil I Ict > Ic1) t,l I I 1 I If LAND' i 111,' I I 1; I ICI:. 0 .:111 .hll EP'4£3 I ` b N 1: > fi R A l X) '4 l' I I t l 1.1 l: i totei; U a 1,.4:or ' 3 ConL; Eractna'c nn tiitn 2 GJ nails mtn ' FLATESARE • DEHAX 2011OLDINC 240:TENSION 359 SHEER 242.HANUFACTUREO• FROil '• A 446 ORD A GALYANIZED.STEEL (EXCEPT .AS • SHOWNI,.• FLAYEMUSTDEINSTALLEDONDOTS! FACES OF JOINTS SYMMETRICALLY(E}.CEPT AS!SHOHN)DESIGN CONFOI111S WITH NDS DESIGN SPECS•AND•SSBC TPI 85 °'. o:• ARCHITECT'OR.ENC NEER. THIS DESIGN IS JOFOR TRUSS {n6R1CATIH ONLY FOR FIRMAMENT AND TEMPOkARY BRACING WH1CN 1S ALWAYS kEDDICDNBUIi BLDG.' A..C:..E:. i Version a. = I :?OU 5;1 J _ __._.;;.:;.:IIARTIMEZ TPiUSS :=__ u., 11,mer :: 'CPI-"'I"i l H lisARl.l.l'ft Wrrl Oct q 1. i::, ,; i0 •'L990Project0: / 010121.:1 - 11 tt l> :1:U "II/d::TJpan •: .".1-7 Iat.t<att'C:i. ID I " - f'a ni:i:LY it ,:i1 i MP CNRO BOTT011 CHORD IIE5S - SEACTIONS - SIZE 1-2=-1744 -6= 451 2-6=-752 1=-11./1 3.50 • 2-37-1031 6-17.1642 3-6= 511 5=-1171 3-47 0 3-57-1214 3. 50 4- 5=-335 r— • !! a iLl!!i ii: ( ,1{1 a t i a1 tT f c Ii 1 l 1(3-11 {-1ErdiT M1 1 71 r I tllll) 11 Il i f O 4 ( I } I I(1 11 1 , >! IJ :1 1111(.1 l - (,I (1)I L)I I l 11:0E l IC) . Tt IC s , 4 , id CHORD: *6, I Ip `,' I<D bi 1111T (I 1 1 6 ! 0 , (1 11111, I) ) 1.J 1 1.r }•„ 114! p' lll11 1J < T<< . I`It_ i' i_1(1J 2. 1:: in. Uq [ I , Its U I a( I,; 11'1` 1 1111Tt I T I I r11 1 t G,` :. A 1 IIIh { 1 1 I d'1 (l.T:: > ,I 1 1.1 >I U >I, ( I It, .: . 14 4 'tll `Ca ' t HO O I''ll 191I 1;,S L ' ;um 1 !: pll (t ` ) , p13,1t 111', i t•I .' 1 (1.I LIT' Y' Mote ' U -6 ix4idi' Coat: AraciAti Conn with:2 Bd;nil Is .ain.. "a ELATES ARE EEMAY. 0 f10LDli1u 240 TENS10117354:SHE5r 24.;HAIIUFACIURED FRO ASIMA 446.GRD,A,GALVAIII1EDiSTEEL(EXCEPT AS SHOWN).,' LA1 =MUST AF INSTALLED 5(1 0TN FACES OF J0I111S 54 AETRICALLYIEIC PT AS SNOWNIDESION CONFORMS;HITH IDS1ESIGN SPECS.AND'SSAC TP 85 .' TNIa41E91011, IS'FOR 160SS<FADRICAT1011 DNt.I FOR PERIiigiq: A110 ICIIPDFAR(O A.ciNG(IINICH,IS ALWAYS,REOD)CONSULT ALDG ARCHITECT OR EN VEER. A.C.tE.5 erE;:ion :`.:, ..-.. __.-r::_ 1: 000'752 :1==== ====<:, <<1'A TINE7_. TRUSS ,.>;:.;;.,._;- i.:t1 tomes a YP::F.• i"ECH-irt;F:'1•:EPI): _ Wed Oct 24 15634 :05 199O1:.1•0it+t'..•I: 0: ' 90101211 Truss • ID . H113A • F"zm:iay 0 313 pttrl . 21.-7 • titian t1.l:y : 3 TO Pitch n 5./:1.2 • TOP CHORD DOTTOM CHORD• NEB • REACTIONS - SIZE 1- 2= 80 • 5-6= 740 2-7=-2046 • 7=-1340 3.50 • 2- 3=-0O2 • 6-7= 896 • 2-6=-170. 5=-1002 •3.50 3- 4= 0 7-1=-760 3-6= 253 4- 5=-335 • 3-5=-948 LEFT, Y=TOPI:(j2=2:5,21: i _ 0 2-•. T. S9 2= 1A U( L) LINO 1.. 17 1I( i '+III ?i iS! 6 171:1: 14 :T. HUH H13ltAD t')I L 111II I R I O > 1 ? i„ > 1111 ! I lt)k)) .:•*1 ; I•It1 .:' ..1<X> t•>I Iut >U I tua 1` 1 2 " .a Itl 01. 1 I OR1) Ir6I It1 p I .STt. U•11: 1 7) 121 I I 1 4 61.) l 11 11t• a 141 t I•It 1 I<X) ,91 i 4t42 .. i .„ f fCti : i .„ iii ..i S TF+ 111l 1 t IPBE 1 > > I I t'l t'I 1 1 , si ill I I+IL, A 41 <)' L11 <a : t 1 I_Ici'I I T I 1i t,l 1. a`+i 1.1121 1) i 'NO;; OI ;I 1-F.rIXt1C:.., •S,rL s , UII 1 ' T X I t1l 11)' ,.1 ! r+•d u I 1114? ilatz. Use 1r4 er,2x* Cunt' t'acinAg ..ccrm 11th z Qd n=tls nu ` F161E' ARE Dc11A1?20 HOLD1,16-2401E11S101t 359; SHEAR 242-HANUFACTURED FROM AS1R A•446 GRD A GALVANIZED •STEEL(ETCEPT A9 •SHOWN) L44E'MUST PE T1ISTALLE6 uN 600 FACES OF JOINTS, SYNMETHI ALLY(EXCEPi AS•SNOHN)DES1GN'CONFORH8 141TH NDS DESIGN.SPECS AN SSBC;TPI 115 THIS DESIGN1S.FOR TRUSS FABRICATION DALY FOH'PEIHMIIENT'AND 1EHPURARY•DRACINGIWHILH !S ALWAYS :REGOICONSULT •GLDG ARCH! CT DR ,ENGINEER e,.11.E:.3 J r :a.crn `i. ...___...._. - u l anir-r : I = ! I Li:ai-L•r-11-I L.F.r 1 C!<i07-1;' j _......4...;. •.tl IR I J:1•H-Z T RIJSS;>:::.::;:.-- -• t rcr1 c•1. II: /01.01 L:L Iruw , Dier1 0cL 21 L 3::150 1999 part : 22-2 LL Fi:IC` hanla.J.i tI Jl iQuantity : :I. Top Pi•Lch : 15./12 TOP CHORD BOTTOM CHORD NEW == _.____:.__._.__-._.=_--_.=- 1-2= 1178 4-5=-1080 2-8=72150 8.- 1200115 - 511E 2-3=-765 5-6= 765 2-7= 93 5=-1203 3.50 3-4= 1178 6-7= 765 2-6= 0 5=-l203 3.5U 7-8= 765 • 3-6= 93 8-1=-1080 . • 375=72150 5>t6 10.: GI 10-s L2 a 6)tft 6>ca 3 10-0 5x6 9.t4 2x,7 4,t15 3)<4 a T.0 1 fir ! a _2 2 t. CI t1 t, . , ! 7712- 2_l0 L {I t J`` ,1 1.02- i@ T ' NL T[I Pl{ . i@ 1@IIimIIrICII4i} i 1:irFiis . • .e! rt ! n , ; . ISM ` „ICIIT 111E.ICIIT fl 7 L i 6:0, 11.03 .: (I ' 1 I'611} > T I I•: SI t 1'I 1'I IJ 1 ll 11 I (31z1AD 01 L 111'•11t1 Ra1111L, r1 •ti 39••.,C1 l I IORD. 2:4(. , Ilia 2 11.) ,I 1,£11L i Y j ri 1 f t T. f 5., !) I.f3,a P £ t.l I I N)1:(! a'1'ttr, 116 > K1) ailIIII'.,5 1 l,ll 1t , . K11. I Ica , I $31 ' n 1JRIPII 111I11t.. I >, 11,11I , y 4 4. K _. I. I IIh l J '(•:1:.1,) . 4 TRE,'.I.... a.1131..1> I " `,' F1£ I 1 IL, ,_':7 0 r tl rl ' r , h• U_). 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FOR-,F,ERMANENT, •e.diolISIIPORARf 'PRACING111H I CH : IS. AL4y.S.:,,REOD I CONSULT 'BLOB, ARCH.F.fEC ' 06: GINEEN.': 2.-:','....';'...'",;.'....:.:',:;':..!..,:,i', -;: l.,:,,"•;'i,.' i,:',-.: :::: '',,, r:i,:;:;-,2":-;:::',.');';.:,.-.;:,",;'-!:"'::::Y.,‘,..:7'..-,:.'''''''..''''''"; '.: :,-',--'? : -.,:',':.,:::;:;' q''':': . . ' ' I r:..1.i:.'.ta... ; tica1^:ion 54.:::.-:--_•••• •-...I_ 0007=10 .-----...----- :,::I''IARTTDIE7.TRUI39)•::> _: CI Is •laimel^ : ;i RI - TE::CH--EAA ±:OI PA Idr+t1 0c'1 21 15 •:3;•3:05 1990I •ro ttr_-I i1: 'i01U:1"••1:1 s» 1 ( (`i 1 atnt:i.a.y it :103van ,• ^'"• 2 : :I. Top 1='itch • 5./12 - TOP CHORD BOTTON CHORD WEDS REACTIONS - SIZE1-2= 704 5-6=-643 2-8=-1707 8=-1203 3.50 2-3=-767 6-7= 668 2-7= 45 6=-1203 3.50 3-4=-767 7-8= 668 3-7= 125 4-5= 704 8-1=-643 4-7= 45 4-6=-1707 L •, t• IL Tfl' P]{ • 12741 1 r irr:m ur r n r ,t . ,„ x;:IT :7 SP !`i • • It 5 L-7 ;: i GflT Int I ciAill10,:'(I t I.j'' Ihif` II L::'.,t,l i i I(III'II(Illl(lI ,( I::T)I[ ,I11 1 LJI'I1tl I. IH 1 A ) A £ 1ft IIII 1110R1)-' I lta A' I 1) illIE11a) 1 l{L]C1 £t f c> LttII Clltll l) .'f> Ilsa .' ICT) t>FTslll1 I ) XI ),I I / tFx) bJl !t<,, ..I t t,l (1( IIIc I' Ilai; III Irll IITtL_I:.a I. PLATES AkE DEMAX 20 HOLDItiu 40 TEIISIOW 359 SHEAG 242 MANUFACTURED FROM ASTM A 446.ORD A GALVANIZED'STEELIEXCEEVAS SHONNj• PLATENUSTPEIIISTALLEDUNBOTHFACESOFJOUITSSYHNETRICALLY(EXCEPT AS SHOWN DESIGN CONFORMS'WITH.NOS DES IGN,SPECS AND SSDC TP1-DS .,'. THIS •DESIGN IS.FOF fRUSS FAD6ILATlt1N ONLY FuR;PGRMANEHT A11D TEMFORARY'itRACINGI11H1CH'95 ALWAYS:REDDICONSULT,DLDG ARCHITECT,OR:ENGINEER;;;.,. r, i I". S t+oi . Ion 5. 1:= __ •::PIAR I:I IEZ.Tl ITSStu1cm1, , IY 1 11_i II i:AR17:1_I ,1 1_ J3ii idy 99 I r u , c;,, t 1i n 90 10 _ 1:I F:All.i.y ' 4 :L: I.0 is .'_0 :L'3S'0Iic IU 1ti,^, I. ui :; •' b Un:i.a.y c. LGoaCliiaiit1tv . 1 T h !=•:L•L•r_h L. :5../12 TOP CHORD BOTTOM CHORD. HERS1 '--1938 5-6=-54-, 21. 171 1=- 103OIIS - 3.502-3=-1085 6-7= Bl0 _609 1=-1372 . 3.50 3-4=-1096 7-8= 1548 3-1= 370 6=-1372 3.5U 4-5= 704 8-1=1679 4-1= 148 4-,.=-1971 1\ m: ) I all .;1.N I111110I 1 II11PI III1I } 11:U1 >11 l::> ; , ll T 1 f'1l I I It, . /d 0 I i, c I Il1'.: t11 I II:'19I 1 Rfii ) PLAT ESARE DEriAR 20 11OLO111640.TENSI]B 359.SPEAF 242 11ANUFACTUFEU FROM AST11 A 445 GRD A GALVANIZED STEELIEXCEPT AS SHORN) PLATE 'HOST BEHISTALLEDONBOTHFACESOF3DINT5SYMMETRICALLY(EICEP( AS SHIIWN1DESIGN:CONFORMS 141TH !IDS DESIGN SPECS AND SSBC TPI'. THIS DESipn ISFORTRUSSFADRIGATIDTIONLY. FOR FCINAREM,:AND TEMPORARY BAC111GInniCH.1S ALWAYS'REODICOHSULT BLDG ARCHITECT{Ok ENS 1 t! tI 1 y'' ww==t t. t l I C. I'.. t.., Vo ro1 UI1 5 11-.';1.'1=11m====mm 000750 111 ,II p,41.1=== ==< •I::MAR r I I'N r rRllSS t,l.. ==1,=== Go v.i 14„ 11 .111p1III11 1.11 „ c: t ,1 1 d,Lt1 I I L• bkitOct q I 3;11rt 31 Li90, I.? I F:4stn,i.:l11II 103. '11Itmm iO11i, IC , „,,, ,.1.,,„JU,,,,,, w,, ,,,.ptt', 1.9 1Ip ,. w119,.p11ap, pppPu,`am m6muOUpUpUpm11pp16tllumRNTAP CAPS WHOM CHORD NESS REACTIONS - SITE 1-1=.7A 6.7c a35 643 `_8=-1950 • 8=-1313 .3.50 3- r--905• 8-81=-699 '3- 7= 1184 6=-974, 3.50 1- 5= 0 4-7= 1 5.6=-141 4- 6=-1119 PLATE' OFFSETS ( k:LEFT,M=1GP1:D2=2.5,2), 7, .'i l I $ i. .1: di /, xr',} ..ram,.._.__.._ _....... "^".1 -+ •I "'...+" -,. A 3 r4 + 1.311 6 4xS' f•-n x 1- 1ti q., 1a1 ! . 1 11 L1.-F.t i I HE TO I' a! .fa' t 10 ' '! IL TO Plt :9 ti-7 LEFT 1H1 ICHTi7AH21 t 111tir.t f 10 „ RIGHT 1!Ii 1 'i=ltp1[-13, wI1f.1J II II,pl{ IIp11, 1.1I, tlilltli1 IIIf41,UYJ1fPi,,111{ 1t1:14111, 14IpI14ttpp11: 114111:,tilpt1I,Imimian41plUlltlp{pNIO1 •111)t11! 1 '1k ,l I l:S,N S PI I;I•I1 I II111 ,hr1i)E , O I l NDr 12 I OP f1 to I ,',ap Y 3 rapt comp Iltl Mtl l l 1 ' t/3 a 11/ , I DO CHORD 2 I6 ' I lla «,.T • li ,., I•`;' 1 1 Mil 1 l T ,1 111'lll 1. IY Il', YI1i\1 4,l '1113 a41t11;tV 4pt14 f Lu 1 1 1 v 11) r is , J II, \414{ t II,P,1 If 1 1 t , y ltl, ( UI Il rllI II IPII UII II-tt IL114 ' 1411 .1141 t. 0IlVl,l 1pp' 4U ti l l 4, p I JIt 4 11411pip 1lfllplll'1 Vliptl pI1M1 .ltlpl t1:i PJ 14111p up pIi 1111 CIIG t V ? I htc;>`YI::;3 1) , h r! " , > 1 i•II 1 I'I(5 4'rl ',Ili 1ICI,l... PLAIES A1E EEtIAar^0 NA: ONO-NO TENSIEN-35V'SHEA1 24; PANGFACTURED FROtl ASTH A'4.18 GAD 4 GALVANIZED S1EFL(EICEPT AS SHOWN) FLAIE I1151 FE INSIA'LED O!: EON FACES OF JOINTS, SYNNEIRICALLY1EILEPT AS SNOHIIIDESIGN CONFORMS PITH NOS'DESIGN SPECS AND SSBC,TPI 55 1d15 DE51G11 15'FORMUSSF115E:TEAINN UNLY',FOR PEAnANENT AND IENFORARY DRACING(NHICH 15 ALWAYS REDOICONSULT BLDG ARCHITECT OR ENGINEER.' 1 11 I:, -',''s,'h a I t ttf tllfltuna i" • I; 1I\I 11:i.t.:1.1,-Eit:4k1.:1...1.,,;• 1• flu .Jn l'II:, :I I" 'OO() 5 :; :.I:1a{.I:IIIti:T.,aAIiII'tn,•Y •I:, N: 1IYInI•T':IIII r,1 fy : 11. 1;.i..i,1 I•I,t i.11nL• ul t11 rr;i;l. II '( Lf.l. LI, r 1.61-9 I tt6,13 .I:i)a T3' 1':', in11y 11 • :1.(>1. - bJ( aJ • 0c:'1. 1 .I.5"J46:1,.199 1pal) CaL)' • :•5 'F(:)p 1.3.'lrh. a 5../1,2. iiI.,1i,{I•1,::.',`III,,,::l'II:II,,,,,:i:mt.:pH:IdMt'1:1NU:la:1:(M:at Ill:nit,:{tn:: „11.4N'In nt, MI Itlii:n,MI 11:1141i:l:t::i11:1311,31:0n:I111;11:141:,I:IIIIIIm:IMIa{11In111311111I111I11;I:II::11M1111n:t11:t111iI::1II:1I1311.111:1:n11L111:1:1:1t1.'.1num1:nlim 3 TOPCHORD , BOTTOM CHORD WEDS REACTIONS - ST7E 1-2=-1273 • 3-4. 1168 . 2-'0 185 10-1015 .,.3:50 2-3=-1273 ' 4-12 1166 3= 1J15 3.50 5)( 4 • nn' 1V•' I 5)( 4 la- 9 • 1- 4-a 9- 4-0 I . 10-9 • 9- n-0 L. I!L TO I)I{ 10:71 1'1 \ II. ! IL, TO PI. :,10-1-14 1,1'1`9' iJI'It"IT !ii' nP(1?1 .k11 O !tint: '1 .i 1.1 TI1(;11T• 1.1EIGEtx I37 l..:l iIIIIILJiinltittll.'11mt 11L.11.1t IN !I!: 11.n,..pl1 rinn Ilntvtlnit Lnui ti lru.rtn,tnln..Ir ttf. uu until tm n7ut•.IlttlT Nrt unm:tninactllt..1mi: mncut tu'vFina:::mminn tinnu ltu tia Iv: I C01), I1It, ( POT: ) 1 IAX 3 f 1 11:13$31 63 1,1.11111 111 CRAl)13 CM: I .1.1DITc1 1, 1 OP '1,(. 1 X ' ..1 OP I-.,'nI+) -7.1 , T'o (Iit7:RI)tt2>K6 14(i' 2 'I(l)' S IA)1"'1 11C1 T f r1 -1 t It) 1,' I T1C1 I t I Il1RI) 2W6 I Io 2 ICI) • SP 3:r :. I1111C1.; 11(, tl: au..IAt'.:ni,ji94:tmt tnt tut nl.t:'un tl', uuut tT l rnat:%.irt l. 0 un WI simt ou lrumt n IMPIiauutt.S, eq kr nu tiimun uttaqununuu.ocaT.l.Fn n:t mirl VD k,lnnj. I I... 1li ,1. 1 <:,I t't p 11iC:1 1: 0 I ti''a (', hIFrvf.;I:f'1VI, ;il la'>',I'.,.1.1..sE.::.1) 1 I,I11 1. 1 l'IF,ily.:11.. s• +' 3. c1.,11ES ARE DEMA) 20'1101DIf13-24J IENS1611-359 SHEAF-242 11ANUFACTORED FROM ASTN A',446 GRD A GALVANTIED,,STE£LIEICEPT,AS SHOWN) FLAN POST DEINSTALLED011EOMFACESOFJOINTS, SYNPE1RICALLY(EICEPI AS S110NIIIDE81611 CONFORMS NI TM 11DS DESIGN SPECS AND SSBC,TP1-851 THIS DESIGN iS FOR TRUSS FABRICATION onLY.FOR PERMANENT AND TEMPORARY DRAC111GIHIIICH IS ALWAYS REOD)CONSl1LT DID& ARCHITECT OR IGINEE 1 t i R a l I 1 7 C E F l i t t n I t r t 5 i h I t e L t L T l l O 00i4tLhlllltitlB I G I C u 0 i l l t 1 I i F l 1 i l t l l 1 h 1 1 I I P 6 l lillt1I211Ti35iIIrtlrIIt9100111ldrrl3ySbI33TtIttIttt1UtIIOIItmiLY1dTLEIiltlt1autlrlilySiph1tali5uI2TLI3ILL t L t r 1 t t t l 1 t l t t t 1 1 I IR t l l t I I I R t 1 1 T i l L L t N i a r 1 L t l n k a t n a RGaitGGrTOPCHORDDOTTO H C H ORDWEDSREACTIONS5E1211784510900 2 9 10815423502313315 6 1 3 3 1 2 1 5 5 5 1 5 4 2 350341178571331260 78133136155611080375281014r i t 6 E o 4 O E t i U l 4 0 2 6 3 2 8 4 5X646rXxiEtQLli4i1T11c1itl1aLItiCtftA3hit1ITQE1TIIIIf1114 L Ir1IrIYCrll11tlICTLiEIfTf7ti t t l t 4 i I L L i t 1 L I I t 3 1 2 7 1 tt1tIYIt111IIIili l i t I l t 3 I G C r L t i T 1 r 1 l l S t liLIIITILI111F1XIlta t t a1h111itttCIi61LtrtitI1Ilt I ar.n : ,'( 1 ( 'L.. 2 V0 1. I(11) .., . , , : ,.0 .. tt i t - . u l(,inC I• u ), a{1 „! t.r.t,..tan..,aa, t••: I'6tl\1.1:1II x TFtll`aw t :. ,:.t,.,..: I I tl t 11 At,tl I I I. 1 I11 01It i l ll, f laO% Lx' j t OItC\ t C l 1f as a I t I I i b1( tl tlt I ' I! 1,.,.,,.a/ I fttl '> It) Ilt` 1 4th I •'! nil 111 i.l• I. aw.t t.ttt=u, r , , :,itn.t......, t... ...t..1 ru.... I:3 t. , t rs,..u, , TOP CHORD BOTTOM CHORD HEBS n,at..t...t ,...,i.„n,...ta, ,.....t,t...,., r „.tt.t.:.,n::I:::n:a::U:,,,= tt=„.t . •t 1-2. 1260 ' • 3-4 1157 2-6=-2095 REACTIONS - .5E "" 4-5=654 2-5= 157 6=-1157 3502-3= 1260 4=-i157 3.505766542-4=-2095 6-1=-1157 5t1.6' 3)(-1 2.i. -1 1ao-8 6x1h' 2 r. 5x6 3 144 j 4 r, 3 x4 2 10 10tt 1' U 1'Ii ! 1 fi 1 d' R. N'L'.TQ Pit , :1176-11 LE. T EIRIGFIT:O777,, , .... l 1... 1.)61) J l 11 a. I 4)I 'l I I, Iutt=tat tt t ,i!' I, n U,=t:tamU iin t U U t i._t lit IL. t.:it.U.::t m t ` IILIllivlllll (,I\(11)I.. (JI I't.1tv11+I I\ • Ihlr aTI\I. a aF > v I • 1 Tall I C>• TI11 II(JI\1) Ira II() 2 I(1) al 1 (11 0 1 v lt(? (1 I i )rt,` L L' 1t111 C I IL71\1) kfi 1 Ira 2 1(1) Cal a` ltllll O !O 111I 1 (lhsca WEBS r2)1(1 Ilcr Y I<11 SI 1tit' It t ,. i it 31an II = int 1 1_ ! , t 1 1 t tt I t tia t. t7 t i'tri91t1, ungstl lnumiint _, ntutt„t C ,al+= 4:1r.Ismigunnnana_ t to tt U'tunUUU U•IUIt.It^ IL1111t': 1 T ,i I I fl'I I ,l t . I. > T `)11'4A( 11113 21 '<) I ti , 'CI I\I I t F. : T 1:VF. Ca TI\I;: > .I ;a'l.t I O. t:;, I+I(:1 111.':1,11 1.11t1-'N'> :i . ;I.• t( IIlTwt Dote: a 'x4 or 1x3 Lon). Bracing Conti with nails m(q PLA1ES ARE DE1111.1- 0 HULD1116 240 1E119)0N 359 SHEAR 242 HAIIUrAC1LREB F'ROI1'ASTII A 446'6RB A.GALVANI2ED'STEELIEXCEPT AS SHOWN) PLATEBUSTREINSTALLED. Ow BuTH FAZES OE' JOIHTS yl11NETFICALLYlEXCEPT AS SHONN)U6SIUN CONFORMS WITH HDS DESIGN 'SPECS AND SSBC TPA 85; THISDESIGNIS,FOH TAUSS FABRICATION ONLY.EOR PERMANENT A11D 1EMFORHRY BRACIND(NHICH.IS.ALWAYS REOD)COIISULI BLDG:ARCHITECT:OR IIEER. ; t t I . , V,+t > I „11 5 , , ....1; OOC) >, 9 .13, , .a:n: , , 11ART II II I rRI.11 3::.::+>:)•.::.um, I'rr,;ir,)r I 9i 901 I<:..I.L Ti t.tlESF.S T:.I) Wed Oc 1. 24 3.51:3ti;;;:i3 :1.990 tktan113.l:y ;t .I. op I lt.c t .6./12 DOTIDH CHDRD WEBS • r••• REACTIONS RES"`"`'' TOP CHORD 1 Z ?82 3 4= 9Ut1 2 6--14i1 a- O96 3,502-3- 982 4-5. 349 2-5.'109 ' 4=-846 3.505-.6°.349. 2-4.-1491. 6-1.-900., • 5)(4 i 44 2;44 3)t4' 7 iD i 57 s 0 a-10 I . f,fl!I ! f . G.. , ! 11.'' tit; II) PI€ '3 t1 13IL: ;t,Il SPAN $Lr y R ISE G! 6 IGHTAIE .. m.* NT G ? i , n , ,, , h i ., • , , .., : ,, tt t t m , ,i nx ,xt .:..mm ,tt t tt..r t ty .,..._,_«a I0.,,Dllht:;;'tl ,).Y. t' 11tx J1REF.a II : X I"I.I.I I I IrIIIIYI 'IJI\(1t)1- (JI I l.Jl lrtl I\ I U: TU1 F r , 1, j' , > 5 ; ; TOP t I It sl2X) 2)M6.. I In ICIJ P 1rtO ' j 5 () la. •ItrIT SHORE) .`8(6' h10 ,' \r) cal. Jf,) IltlIIl'r a.. IIt', , ' ta'I .. PIu .: V1) .,I t.r « „t ,r ,,, ., , .. t n tr..-t y,n,.avTt ,. .a , STRT. l I( 1 l IJ11t t' I ) > I I 11:1 I n ate 4 .t ,t t, o, a ,w -,. REP l 1 1 TVI S rRIF' >FS''l.Ih1:.1) t , " I•0,,', ' LI., 1 a'q ",C) t:: , <s rir. 1• to ;IrH 1 I(tr..l\J 1. WEE( a , Il J:I2fll 11) is l I i' `',I lJ 111•T's tlote:` Use 1 4 or tiNCont. Eracina corm mit111 Br nails min. FLAIES ARE BEHAJ: 20'HOLOIIIG 240; TENST011-359 SHEAR 242 HANUFACTDRED FROG A$TN'A 446 6RD A GALVANIZED STEEL(EBCEPT AS SIIOWN) PL,11ENUS( NE INSTALLED ON BONI FACES OF JOINTS ,YNHETRICALLY(EICEPT AS SHOWIl10ESION CONFORMS WITH NDS DESIGN.SPECS ANV BC,TPI-B5 THIS DEa1GN'15 FOR TRL S FPBRICATIDII OWLY FORiPERHHNENT•AND TEMPORARY BRACING(WHICH,IS ALWAYS,.REOD•)CONSULT BLDG.ARCHITCT 0 ENGIN(IE' 11 l I t Verlr.6x1.i I 0t)(,J t511 .1 a«r I h1151 .1.1 II X TRI Jr 1. _..- T I5< l txoctl s i t I 11 1 I I a.,111.I 1.1.(vl 1 , i, I 11 , 1I I I blrcl 0« L J1 15. 16 0E3 .1990 i101 • Isn:11.y it r. 10:1., tt 1 thltllil1t> II I fop I'':i 1..ch a 15.,/1.2 t...,.:. t tTOPCHORDDGTTDH CHORD WEBS Y.:: «.'::::: L•.::1: t:::..^: «':tt:::t:i:.::::::::`. C::«.:^.:1::::1C:,t CY 1--' - b3U3 1=- 49?.' °-441 ,5-6. 0 ?_ - 1512E 3.50 3=-3. 1 6-1= 0 3-6=-16(1 5=-497 3.50 3 4 -3?1 4-6= 350 4-5=-463 , i 9F1 i 9 13 i-fi 1. 1 1;, !!L Tt PH 51" 4 i Lt I t ! lEiGH ! f9 npilhi 9_ ' " ni is, , -? 2 1— 1 1 :1 t : , :.: t t t t ' - :t , , " ' R I>ifl : .y...i T 2 6 1., 1111YO I i,11 Z I t,l 1.! 11A. 1 1151 a al t 01t 1 , „ .t t; t....: ttt , 1 Ilq : v1 I31.1: 1 r: 1111)1< 3),11 i31h7L2,''`l1 »:.',I111 TOP ,,r) I , 1 L1II'r 0 I 1 1) I I I I 1,;SO A k!I 1if1 ?)Pfl IIcy 1 1<T) .I 1, , I _. •{ t , , t , , t 4 t "f 1 : ,•. ,, ,J t i.. : , t , It i t .i 1 t.1'1 t .t tt t , r.0 J t. .., t <til l`'. I I I( i 112m1'.1 I 11 I I P1'l l I. 1 1 '.I,A I Idly ' ., 4 0 lit t:1 I ,, I: I , I y 1 (1.1.1: 11 : L3 L t1 1 ' 110 0r P1L MIITII RS PLATES ARE ..BEHA): 0 HOLDING '140 TENSION 359 SHEA 42 IIANUFAtTURED FROH ASIli A 446'GPD A GALVANIZED STEEL(EXCEPT'AS SHONNI PLATE HOST BE IIISTALLED ON BOTHFALESOFJOINTSSYHHETRICALLY(E%CEPT AS .SHGWNIDESIGN CONFDfiNS`.NITH'ADS DESIGN SPECS •AND:SSBC TPI 85 :' THIS BESIGH 1S FOR TPUSS'FADRICATIONONLYFORPERMANENTANDTEMPORARYBRACINGIHNICH'IS ALWAYS REODICONSULT,BLDG ARCHITECT, OR ENGINEER': ri .. C; .. E. 13 %.4.•:•1-!1:.•:1(:)r) 5 '.. 5.•:...,.;_•::,....4..:i'..1.---:(. 00(YY.!.‘1. 1,:-- ..... ---- •:::::DIART :1'. FEZ '.. TRUSET)>>>.===== CA t s .P.c.ffnf.:-:1-• •:: ' IT; 1.. -TP:.01-1-- DA PREF", (41 Id e cl Oct 241 1. 5 :: 36 :: 22 1. 990Prc).:1 c c 1. It :: 90 :I. 01.211 . . 'fru 5 Ei In :: T1.-1 F 41/11:i. 'I>: ii :: 1 01 Spon :: :: 6- 41 . °Lion 1: :i. 1.. ).- ::. 2 . To p P 3. .f. c 11 :: 5 . /1.2 n.unun•...i...-•••••••••,..:,-,,•••••••134-^.. lan.l......1:=1-8“4.1:::.::::41.1.......unr.1......r......2:41:n:= TOPCHORDBOTTOMCHORD • WEBS , ' • REACTIONS - SIZE ' . , . 1-2. 960 374.-0137 2-6=-1459 ,b. -882 , 3.50 • : , : , • . 2-3. 968 4-5. 333 2-5. 107 , 4.-002 3.50 7- 6. 333 2-4.-1459 6- 1.-007 . . . . Verzion• Oe.0...7621,========"<<<<MARTINEZ.:TRUSS>>>>=== n• TRI -TECH -D6RkEPO . • • Wed Oct •15:36n37 1990 van Pro.J.:..t 9010111 •. •• Fa4niir 14 • n 313.. • • 15 -6 ••• • • . • Caufitritity • n. 3 • . , '•. Top F.:itch .n'.5../12' TOP CHORD. BOTTOM CHORD NEBS 11,8 4-5F 438 2-6=-1769i-i= 0 5-6= 438 .2-5= 124 3-4= 0. . 61=-1080 :-4=-568 REACTIONS - SIZE • • 6=-1007 .• • -3.50 • 4=-414 • 3.50 3=-233 3.50 • • 1 Y I„ S t t r •> 7 onr 'y . r 7 1 0:),3763 :1 -- ..._ ..•• I Il1h T I111 1 L RUSTAtrttir,! r Il, 1 11_l II 1+r11.1.1_.I,!•1 - 0IIrrr)t..: IY:. ,' 10121.:1. I! „a:> • FaDieOct 'S'C1 f.1i :: I°I; .I. Span1hip :Lv 11 : 1 ..: 3rt<arr'i::i. L' .:. 1'agr 1=':i.'l:rli • ;3..::1.<':.' TOP CHORD DOTT011 CHORD WEBS r 1 2= 412 3-4= 0 2-4=-1010 4=-644ONS - 3. 50 2-3='0 4-1=-835 - 4=- 544 3.50 3=- 49 3.50 2=- 131 3.50 PLATE OFFSETS IX=LEFT.Y TOP)i(14=3,21.. I TI T fll;I;ffT Et l SP11id ?,16I I'I°' BIGffT lII:IGI,IT 3 1t3 3: I t1r)Tl I I I(I I r l l) , I IA) I Ill III r, 4>L > r.. i : Ttal ) : IILIIIJII (I,f11)I C31 I UI'ITtI I> bIIll tal rl t I it ll>r) .'a t5+ ,II llitaa .'" It<< Dr) '`> I T ta1I, i 1 (I L Ofil) `t(f:I H).I > IC1J SI 1 I lI I" , I I'i I I) Pllr 111 I'IT PIT+I I i PLATES ARE BENAI-2G HOLDING 240 TE11S1011354. SHEAF 242 MANUFACTURED' FRDN,ASTN A 44b`GRO A.GALVANIZED • STEELIEXCEPT:AS SHOWN).'' PLATE- MUST BE' INSTALL D ON BOTH FACES OF JOINTS SYNNETRICALLY(EXCEPT AS:SHDNN)DESIGN CONFORNS NITH.N S''DESIGN'SPECS.AND,SSBC TPI B5 a'•` THIS DESIGN 1SFORTkUSSFAtiRICATIOltONLYrOR'FEFHAILEHT;AUB TEIIPORAPY BRACIIIG(WHICH IS ALNAYS'REDD)CONSULT BL G,'ARCHITECT OR ENGIyEER. , 4 C E S V o r F i o n r00076t11Slti1t4MARTFLoi l i cTNTrtiC11D A T I N E R A 1 1 1 c L N 1 O c t2111537719 9 0 1 1 J i e 1 l i n 1 1 1 I 3p111137FruSS3STIFe1111ily14specialC A t a n L i s t 9 T o p P L c l C S o n 0007tair1TTT4 1 I L C 1 1 E 1 6 1 R E R A W o q 1 0 c t r 392 1 1 1 9 9 0 o a f r o j c t r la41011111tssII11131413611FatA1yIfr314TopTORCHORDBETTORCHORDREDS R E A C T I O N SSIZEZOI1I 0 8 2 0 2 1 7 5 0 2 0 7 1 2 6 2 5 1750779002 3 5 9 4 9 1 0 1 1 2 7 1 6 2 1 6 6 2 16912274810244 4 8 0 0 3 4 6 4 6 9 1 1 12 2 7 1 6 3 16 1 6 3 8 8 1 1 1 2 2 4 5 6 5 1 4 1 2 13 5 0 7 6 3 1 5 1 3 3 9 8 1 0 4 2 5 5 5 6 m 0 7 6 1 3 1 4 5 4 3 7 4 1 5 2 0 4 b 7 r51811415543751519227 85191151654925148089900IL17267513711171 2 6 7 6 1 3 1 7 5 6 1 2 1 0 0 1FLATSOFFSET S I X L E F T r T O P 1 2 4 2 1 4 1 1 2 4 1 1 j i 1 5 4 3 1 1 1 6 7 2 4 1 6 1 4 1 I 1 0 1 1 1 L r734721TCti4V108si c 1 C 3 454sal24tci14562P4r11ltyitiiii079i56i4ii6f444i4 4 3 t 1 i y 0 7 1 L 7 7 I c i 7 i s 6 7 7 0 4 1 5 2 4 4 0 f f i f T 0 p i cI3fty12Hofi f 1 1 1 1 L T o p i 8tti7111FTt1lE1161il07S P AN361111ISEOtiiiiIGliT0tIG A 1 E,..3 V,.• r ni on 5 'ice ... 1. 060 1 '( :1 :___.....•• , I IAR F.ENEZ TRUSS _ At y tOM l . r 1 I fl_t. H L AI,RERA Wed Oct 24 5:10 12 :1990lr,, :roc: - 1. t4,. YO.LOsl.23.3 Ir 1.1f5S ED :: 131 • Family iY : specialSpu, - 36-it Quantity : Top Pi.•I:r_h : 5./:1.2 TOP CHORD DUTCH CORD WEBS r 24=- 10 51 511E 4101. 14= 370 2-24=-1:'U57 ' 1-14= l02G9. 2;- 1U651 8.00 2-3=-15933 14-15= 5251 2 23= 10111 8-19=-5584 14=-10622 8.00 3-4=-16670 15-16= :4299 '3-23=-3908: 8-18 1730 4-5 16670 16-17= 16667 3-22= 3497 8-17= 4916 5-6=-15777 17-18= 15511, 4-22=-166 9-17=7166 ;-. 6-7 13703 18-19= 15511` . 5 '9=-618 •. 10=17=`130B 7-8=-13703 19-20= 14563 ..5721. 2022 10-16=-1652 8-9 18515 : 20.21= 15729 ' 5-20=-1874, 11-16= 3091 9-10.-18515 21-22= 15729 :6-20= 3673 ;11-15=-3315 10-11=-18056 22 23= 14707 ..6-19=-3735 '12-15= 9832 11-12=-15490 23-24=.5404 :.12-14=-11738 12-13= 416 24-1=-376 PLATE OFFSETS (JI-LEFT,f TOP1:112=7,21,03 3,21,07=3,),0074,21,012=7,21,015=3, 51,UIN,4.51;023 7,2.51, 13 u 5 } , 4710 1 tH0"-11 t I 1. 3- 53I22 1 L3 25-3.0 2 33-2=11 , 3 13. n.- 13 E3-111 n- 3-o 5 3--11 5.^.~3 .: t3 5,378.537875 r„ 1 I IIO.e ICO-ail fN1'IIImr<<> 11,tT1II) rl.rr,l trli.lss IUI?„1 Ilnfi I1,prr; t rr I tlillhlls > ' rti, rrr.;., r> , .,',;rr I 11::iyt,U1)::(,) Ir,),;r, , PLATES'AP° BEni,20'hOLDING 240 ,ENSIOII t59;SHEAS 242`NANUFACTUREO FROH AM `A 446:ORD rA GALUAIHIEO SfEEL(EXCEPT AS".SHONN. T'AIE MLr°1BE1NSTFLLE OH BOTH FAt OF JOINTS SttIIETR1CALLYlEICEPT AS SHLIIMIDES1GN CONFORNSs. WITH NOS:DESIGN SPECS AND'. THIS IESIGl1 IS:FDP'TPASS FARRICATro4 ONLY F6R/FER11AlENT,`A1104E11PORARY RRACINGIIHICH'IS ALWAYS" REO8)CONSULT,B1.66•ARCHITE)> ' 2., 1..C.E:6 Version 5.5>,..-.>,=,==.......=T 000794 :1=====m===-,<<<MARTIMEZ.TRUSS>>>=== I ts Lomor " i. rt• r - 1 EL11--.Cfr MEP ccl. .c..1 1,:b/:-16 1990I, r 03 e at It: 90101211 Truss :1:1) : I-10810 F>: 0 'Samil: lidF:pAn :, 2i.!.: -41 , nuantity n 2 Top P,itch : 5./12 TER CHORD . swum CHORD NEFS REACTIONS - SIZE9415-6=-864 2-10=-6570 10=-3733 3.5u2-3=76108 6-7= 4596 2-9= 1379 6=-3733 3.503-4=-610E .7-8= 4596 H2-8= 1733 4-5= 944 E-9= 4596 31=-13E2 - 9-10= 4596 4-E= 1733 101=-864' 4-7= 1379 4-6=-6570 iii,..;,..2::fyivi:iiit:I:F.E::.t.:irTit:,iii'...7Pe.161::.;r1:1T,'1:••...1'. -An< SCI:::.'1,1411., 1! ,,,- ••• .. • —....••.4 . .,,,. „ I,:e.,1,-.0c:1,....11A41.1.:.I3, i,'.-• 4'.f.).', A 0 -,:,,.',.(7..:',.'fr,.;':',, 1..,'.0i.'10).6)::.15011,r,1:;;:i !),,IFF3*. • ... . ..,.,.. . „...., .:',,.',..:.:1.1)r.i!IY.,,,1:•:,....r.-. AAIESARE)DENAX20'HDLO!NS1401EhSlbO359;SREAN',242:4iAHUFAD1UREDJRON'Slh*44'6'•DRD4DALVANIZEIYSTEOEkCERtfDS'.SNONNr:.',':.,..',•''::''r,. , FLATE:•HUST:DEANSIALLEDAN:•EOTH:FACESAIDINISrSIHNEIRIChILYIEXCEPIDT.,,SHOWNIORSHALCONFORNSAITO NOS DESISN'SPECS'ANOISBC;IEI!.-85;•..,,,, j„THIS,.Dp16,1rit:-.FEIRMUSTA,ApflOsNANLy:FURAiklylyElily.Opla:OROfaiiRACIOGINW1,1.15,..ALWAYS1E00)CONSULT4IIAMTCHITECT111,1INGINEEL':'.:. J Ow:; kcaflc:;r ; I :x-•'Ttic T—PAf-:rt1_i•: Project HI 90101211 . 0l'i n 000795 "1====:--==<.<<aMARTIME ,.-fr<USS: •:;•: =r- 0, • Merl Oct 2d :17:50:03 1990Truss 'ID n H001:1. • F'Ain:i.Ly 14 3 31d0-0 • talas:t!! L.G L/ • :. 1. Tap Pitch i /1: TOP CHORD BOTT011 CHORD NEDE kEAC11i1HS - SIIE1-2=-2101 7-8= 0 2-10= 2951 1= 2154 3.502-3=-3123 8-9= 2979 3-10= 184 7=-2154 3.503-4=-3484 9-10= 2979 3-9= 7434-5=-3484 10-1= 0 4-9=-706` 5-5==3123 5-9= 743 6-7=-2101 5-8= 183 6-8= 2952 J 1 2.0. 8 77 iii.....yC: ` 2 Y,0:. I , 1 4. :; G_t___ 56 i ti£. TO rx s i $ it Srelil 21.7L;'t t lt1'£ ;tl; 1 1 ,, • ; ;« i a , 31.` 11£c"r'iT tti''£ttT.l= $ 1'11.z,n < —.. I '( 1) L i r ) I l `o l <a P11 I TI PI (MT: C. Pf11'L 01. I tim .tl I Tt•ll d. ) 1(1.,;.' )(tl .t HO 1) 1 : Dka <' K1) S ttl[!II ! y j n I U I. 1 0 ' .0 'I t >; BOT.:...'.(I ILtRP. e'?M :'Plc . .ICI) ullLII.I, I l',00 < bll I! , .....l I I!! > I i. t>! 0> 11 III(' } I'.Wlilf t I > 1 I I h i.l I . _. ir I I I I J' i ! M::::,11 L...r..11 > 110)'f• U' FA . ' ` I (1( I I Its .:4 U ; i it - c IIt.),• :'til III.I'llll I..> mi 1 , 011:11iOR1 I )bll 111.z1(tl•ll)fa•. a r ' t ill It,1.ATTR1IIIC:t7 .:! I ,.•!t!IIIf `l 7/Ui): cup r1. f1E5 a;. tii66-20. HILD'1IE= O TEIISION 9 SPEAF 4 IIANUFrCI ri 't ! _Th A 445 GF1D'r1 GALVANIIED S1EMKNEPT AS SUM rLATEI'UST DG 1NSIALLE6 Ulf 50TH ACES:OF A MVS '2YNhETi4CA'u1 TIP'i f5'SlitgORESMItt0INMS HIPI tips,DESIGN SPECS:'AND SSBC;TP! 85 1,41S DESm 1S 1a.. ti S FO ICAT1O1..i1 Y FUP 1'EttHlll'Elll AND TEMP agFi7 DPACMONHICH ISidLNAYS R,EDD)COIISNLT!DIDG (WHITE]. DR ENGINEER C. 1 co 5 . 000796 11 TRUSS>>>>=== P.. iv:, toxier : rECH-DAPREP,) Wed Oct 21 17:;9f•:21 1990PrOJCOJII7rF.1 :1 GE310 Fan) i lY t *43:1.23Dili . t ti Iv •- Top F•i.•l:clt 5./12 TOP COOK! ROT TON CHORD NUS REACTIONS -SITE1. 10.0 6-7. 0 2-6.- 10002-3.-704 7-S. 545 31=-3923-4=-1538 0-1= 0 3-7. 10194-5=-1532 4-7=-1555-6=-2194 5-7. 2635 LATE OFFSETS IY.LEFT.Y=TOPI:Ei5.3.5.2).117'4,2], 1=-1155 -3.50 5=-2205 3.50 000297. Cuttxrt:-t^'1Ti.l'--'i'lc.t:.l-1--;CV=J•:Itil1 " 1.'.`-"._.« 'I TThI Z fIi1JSu == War1• 90 LS>OProj,cl11.•i010121LTrussILaFamily !• . 314 a-` .• Oual1:t) - 1P:tch .- .5./12 TOP CHORD • FOT?O!! CHORD REFS REACTIONS - 512E 1-2- 33' 4-10:-300 2-16:-3708 7-11=-234 • 16=-3743 4.42 2-3=.-1626 • !0-11=7300 2-15= 3313 8-11= 3313 10=-3743 4.42 3-4=-1629 • - 11-12= 1858 3-15=-234'8-10=-3708 4-5=-2462 12-13= 1E58 4-15=-156 5-6=-2462 13-14= 1858 . 4-14= 105•. 6-)=-1624 •. •14-15= 2858 4-13: 643 8==1626 ' 15-l6=- 300 5-13=-555 8-4: 334 • 1M!.- 300 • ti-13:643 6-12= 105 6- 11=-456 PLATE OFFSETS fX=LEFT, 4401 1`02.1,2 ,O863,21,(111=4,31,(j15=6,31, L. •LPi I- !1 .' 8- of . _ ;,y_.,• l.L?d1-id3. 474. .6-78 _ i. I s 1. 2 T.110 .'e. 2 44 '4x£1 • ' 2x4 3x4 5x' 9 1 1 . ' r4 4 ? f3 f1 •' ?5-b 8•8 4 s .t6 df .1 sfr •4 ! • s 1i3 r . T., l.I i(aia • fit? - ten. st 'rrr t so ,l s ri:l LriP. >E , iy._ <' :TIGHT. tIEIGhlT. Ot. I :, i...l.l 11 t 1.1>I) 7 t C D f.. 1X (I11i.4 `, PI II ! 1 1'IlJlrl i4RA1). f:ll L utvivtl I. l 111 ,i} .` 11) t Lll rt 1 (} 6 I 161 (11(]I;T]•t ."4Kr, I I<i.' KI) r,l 1uJ t t , I c) ft 1 f f ! ' ! _ ) ,,; r1 (tO r CI Ii)I41>;. 8 f, `hl< .',' I<4 r,F 11 I f I1 >t,) b11 Ct > ,atrlr 'rl ltt a I(l) t,l 131 I I )f . 111 1:*Ilt Ia I It111:- I i a l (1N 111(, .'ra <2l t' t t xa 1t I I IIL11 IVT TI1 , 1!'> 140:f h711 Iht •Ill III I'11t1 ItS- L , 111 1 1 1 6i I I 1t1 0i I I I ittt l l l i, I l ()III..hllfltilillr till tfllltl't" .I I ) , PLAtrS AkE BEIIttT-2il • HGLDIIIG=140 TENSI011 355 SHEAF 24^ NAIIU ACTURED`FFON ASTN'A 446'•GRD" A 6ALVAIII2ED, STEEL(EYCEPI A5.SHOWN) PLATe MUST 8E INSTALLED 011•8DTN FACES:OF JOIIITS '•5f1111ETRICALL/(EXCEPI AS SHWN)DESION C011FORNS:HITH.NDS DESIGN'SPECS'AND.SSBC TPl 85 TH1S DEE1G11 IS FOR,IRU°S FABRICATION 0110 FOPPERIIANENTANEIENPORARGRACING(WHICH 1E, ALNAYS,REOD)CONSULT'FLDG ARCHITECTAR'ENGINFER A 4 f F 4 2 3 4 t 1 f 7 i o r 5 5 r c c 0 7 9 E 1 714zotpRTINEzTRossC t I tEtealerL1RITECIIEFiRRFERAhied0ct24125E359 1990Projectn0101211TrIAF1D2312TamilsIIn110sp 1 1 I C h t a n I i t y I T o p P i t c h 5 1 2 4 1 1 4 1 1 7 4 I 7 1 n r 1 r 7 T O E C H L R D 9 O T T O 1 C H O R D W E D S R E A C T I O N S S I Z E 1 2 9 2 6 7 2 8 9 5 2 1 2 2 5 9 0 1 2 289335023 2 0 1 8 2 3 3 9 9 2 1 1 16392 2 8 9 3 3 5 0 3 4 1 7 7 2 9 1 0 1 2 6 3 3 1 1 1 4 4 5 1 7 7 2 1 011196331030256201811123994101048679e 6 1 2 1 I 1"'' .(, I (1 „tl1 II i11 Ia?, ,,,,nur N. nnnm III 000 1RINIowitimml-11LM\ IMI (1i1I•j)4›::I,cOmuN1.,liki(iiinDi ii I I13,1`I 1:ri1.;;I.'f111.3Qc:t Ii1Y0101;.II h1wl Owl;,r tl),1'+1 95'G i0,11 3 I1 1 Ihafl' , if rt;i1kl ,• a , I 411,•,'J,•1,91,,,,,,m,.,,,,.,111,IL,,,,,,,,,....111'.,.III,,,....,. ....1,111+,9,+mpli,,,,.,. ,9IIYO•Illq,ll:14„41,11 q,1•,....1111IVIm.....mill„0111„..tl"IItU tlp6111111n...m1 1OP t1101iD BOTTOM CHORD HERS REAC110115 - S11E 1.1,^0 1.O1, 1152 3, 1F-:" 59 1e- 1974 0.410• P.-wil -1q: IM i• .-QTl 7.-1904 u. OB Om-1692 .. 4+1 115: . 5.61. 0 ' NB 194 11 td - J, 4t f tl..... .. $1- 13 1t,t;1, x 91111 II li t 4'I ' 7h 1 1 • ti •\. ~•• i \ \ 1 R 4., f 1M I 1... iw.-aw. rr.....w..www..r.:..' .l.y..1 451t11 1 •t•,11' 1,1R 1.. W. „ " 1' t1 1 ; 2 It.'. 11L TO IT ':ti-• 1M11 I; •,1• t ll1t,l,.. • I ,IIt, f ICII, i I' !t M,i1.11 1 z•-, ., ..1 11 10 Itlt HT IIFICJIT: 4.— 1, et 1n KKIa BP1 H41,,i 14 9 4. MIT 11..d. ,Ii .eMli 1 iN `1 F IR,Im.I '• INN . 1,1 t,'I011 10 ' t h , 11 w e4 r, Nrn•x4 1 lo-,e wl a+rl n a *Iti+In1;H ,ylkN tldM tllWl.l4 i111111i U.kll itlflll YY tlu11N 11B1tl y11n 11A JdM4 t., li ldl'<' 111 R:.a.,1 ' r I I,tl•I' h1111'1 t.114N 01:1•: U1 1111`IN1 lr l it 1 }'? 1 t5 f l lt' , .01,0 + )"} lilt' (I itll l,u,.` 6 11:12 kb ;Nil.'I t i I I' .r 10 t1i 11'1 (l ', w,0, 11C1• 101 1 h101'0)u1 1/46 III' IVO OP 1 1 I1 r1. -' It,t1 t41. Ta+, u..1k+I hlt ?.i' I<L1 Fih:. el + N,?,v. 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C lull' 1 q •l , 5 , II .'l 1, ,w rrit,T . 0 1 1 X l I 1 1 I 1 11 '1.t1'111:1.I.I 'i'1 I (i tl I u unn"rinnaunn rtttolow!' hI lrlczt.I; I lY 11h06 t I {• n990I1010(,: 1 11 1 • ll'01,01. ,:,1 1 I r..1.1 1 1a TO I' vemilotec1 1lc' l a1/I I to t•1(, I rot) • :L{i"i'i) • I4)...16 16 ? II 1.. • I, ,;T ' rltll a. a y 44.311 wool n.mtvim enut, I:nu,•nt•1..1 111;m6nm•:nrnun' ., ' ttma1111: I I II • (. '1 omi f''i't'.<I:II I ii„rm1.n` nY.•..I Llan.nnuunu!nnu'nl•n lunuunnu:mna X-Xhmunlnnn ml launnne'latnnnnu•unnnunXl'In'uul!nlclm+11111N+nrs.nurum ulunlluuln nlluuan, TOP CHORD DOTTON CHORD REDS REACTIONS • SIZE1.2. 900 , • 4.52•520' • 2-92•3632 '' 82-2097 • 8,002.3-21i8 • 5-62 2198 2-72 1240. 52•2097 8.00' 1.4Q 900 6-7,2190 "-62'0 7-82 2198 3•6. 1240. 0-12.820 3.52-3632 PLATE OFFSETS 1)2LEFT0210PIII)6 2,2}, 11 CI it--" 16 t,. ut. 'itt tltt;l,t'•lt t ' , tt, tot, ro Pit ,t1.70LCt'9' Hlilt;ttl t+l `;Pt;(t tt ; X , , ,, f. 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";,t ' tiiF' P11.111d1} ,`q 1?' rl'N to e.. h1il'1,1LIIVK1r1;1,; ,1,;i (1t)1 L)t,lO) NO.Or, PIL:Ml,+l.M3 "", A Hlll'Itl II kll lldlltlI IC1.tIIT l',i.'I' J1 h l• rlr ;l NY ;: i , q!'.4- , tOe7•",1XX 20; utir!1.;11Il1,'01! 1+ 01.1 111,1,11',1T t', 13 }„„t, 'w °" a 1 1 t11 `1' ,q 1 r "hn 1 N, 1101 120 vk1 1 I 01111'1 Netot Jse 0; 4 tl 21I Cent 4raClt'o .ant„ hith '•!2 na!a ctn. ) PI OH tFebehXi•2 but DIIi0-'4v HNC:Oh 39 SNEA4 'r+ H.obtAl TUAI:tf FR6A ASIH 44n GHD A OdllwrlllED Slain*? AS SHOW, kali nit hkINSTALLEDGkBMAFACESOFRPM, 41WETn'ICAII DLEFT AS SHDHHIDE41tiN CORFO61`S DIM NDS DEilSH SPECS AND SSIC,TPI.BS' THIS DUNN ISFOR,IRUSS FAMICATl:11 4111.1 FUR FEkdnNENI RHO IE119041A61 DRACINOIYHICH IS ALDIti AID91CONSIV DUB ARCHITECT 0R ENGINEER,, nr; 4, 0; I ! 1: VI I i:(1.1 11 t.,i ;11 ItvM11Wr1 .1.1MM1 lRri 1. Il l,"1"4IMNannah:rm:<::.IYII'111J 1 H .. TR1.11>I> i i A,nMt1:NNN0.1 ll,lnl l 11 T I Ili a,l I1114 ".rt Wtit:l Oct a.'.'I I? a 56 a 5th I' 9(,) Pi wn,r I. Iin ,)1012I1 'li•laeit;, ID •1' 11(I(11+1 Family a1011a1in tl111 I' 1 1 . T01:1 Pi l(4 1 II V..1'1,11;; W,11,,.1,,m1 t1 IlM10': MIIIL.1=111L11 m IVII MIIalatllllltttMITIVtIItIl IM111NIM11t11IMINNYMNMMMIIIIIIIUUMWIIMIIMIVNIIIIVMVIIIIIIIVIMMIIIAIII TOPCHOUNOTTOHCHMNESSb49REACTIONS - SIZE • 1• te 9; 3 3-,DI841: 11M 1:I,Lp,1- 5.M,'i" I, LfM91n:I1'lllidlM II . 6N- 1562 8.0O 5- 05 1912 • .-4m-1649 4N• 156: BIOO E- 1,-W, t SaNI 114 1J: p -a x 1 41)Ci , y, a- ltl ' .l, fi-4 1. 1;L TO Alc zz ,tt1 i1: 11r. TO rlc :b -in'- LUTMIl1P11GHTg.: 2 `` VAN:' 6-1 1=E :a 11 —inL, Itidal 11t IGHT:0-7 ,\II11. i1t 1!!• 11 .10 1 ,I In. 11 Witt M-;1ll l 1111IIILt 11L I11S11 Itik1 ..1 1tthe iOdi 1WI i111Mitt'INIINIIIN NIIIIIIILIMIIINIIMIINII'IIWNIRIMYTMM I,Llnllllua' t r .I ) tlI't111.', tlll S I: . ''IJ.HINON ORADE,OP, 1.I.11tlDER I1.11' 1'1 I'1 10P ' :0N51 6;t4 I0P C:1'I0k0u,'36` t,1<'1.; 10 t,,1'.r uoi I1 „t,1,ll ;, D0 ,1 kll)I' D '.+ 6 h10.2, Kt) >P U0) 1 , l) 10 ' h1 T 1, l TT+ I II' l.l i , uA 4k17 . 111,1Y1t 1<l) ':' a' I I.n14M, 'I „,1,,q sw.,. ,40 l VAll,l'I:N11..„h.ii ,11NYliam,,,,,,uni, IV0 tl11111:.,0 1 ? ` 9 ,,,, hYVII HI YIItlYh11 111 AIV Mi MY YMYd YIIYNN1171N\Il llll M71VM Y1 YYtlY Yfl Nt11WNIYYNI LIIl111N1.W WVN S(11111 , I. l Nl) • III I.,l , 1. 1 I (1'' 1 l i,7;I111i I11'.1,t;1."Kti Ii111'I f ." u ,t. 1„{ ti0. 11111 C 1'1 or,. in'. t(1.',f. PU,1, IdP I`Ikall(11.M,tii +u ;l, IN.1. 1 CON1,1 IC tR 0.1 0011trtit l4H lln ,..111iI L'?;)g Mt 111,,i'lY ir'/'It L, On I1011,1'1 'o'A :..10,), 0:,c. Ill it 'ti ) t 1 I, I e,`V r Pio 1(0 ,to WO! . '`'° `I 141t1: k i . 11. h t 1111 1 :,, idol Lta 1r. or 2.t Cant kratina tarn, i tt,:•Id 141it Ala ^ ttAIE3 AFC PENn1-:V NILDInG-'')It 1EN' 10,1:0 SNEIIh rAhb ACTLIFED rnOH PON A 44h En A GALVANIZED STEELIEICE/71 AS SHON11) hat: 1100 PLhaintte4ONPui`t FACES UP JOINIn WilIEtNRALLYRICEPI AO SHONNIDkSISt1 COWS WITH NOS DESIGN SPECS AND;SSPC TPI 65 IN:6,CES16t1ISFGRMISSFASPICATIONONLYIWFPoO4Nh1'NMI IENhlhAt0 BNACINHINHICH l3 RUMS NE06IC0661.1 BLDG AFCHIIECTfG NEER. 0 I., t.! y a` 1.' 0Alfl1 l', iy h1 ti,, .1, IO'Iu.`l 1111 1 P , ) 111161f,llll 1 TI\I 11'T II ltl j ,I •t`It II Iltlll,ll:,t11 l,l(!t)1+l+A ,111 ..,,tlllll.II11111i(II'I I I,••1 i`il li\I,I 111 ,f Il•lllflA) 11„t It.11 L ItN It 1" r+ I.I+I.lin ttled Oct `/I I! ; ISI s:1.3 ,1+ 9O STptan ;1 I I 11111L1, IX a IIL,T.1,1 + I taul.l„I,v tl C ;Ta.,SI, +'ii,s;tri•I,s.1 a I. 'T'op 1':•,l•I:f::11• C • 5..; I1111:1'PII,,,.11a,m,,A,A 1 Il i'I'N,I Nann,,,IIn,,, P...,, ll1' GII Ikt 111: tIn N11 k1 1 111,11„ 111“I'l. IIIIIPt MI MI UP Bril I MI dt I.I.1 , IM IIII III(IIIHIMI inl A. PII INIINIIIII IIN IIII tN1 Nll lain mion1111IGI PRIIt1 PtI nlmilit IM Nnu11Nt 111114111NINt 1:UUtl NtlTOPCHORDBOTTOMCHORDWEBS ' ' REALTIOWS - SIIE1.' Sao 5-6= 933 '' :-1N-2661 2-3=-134C ' 6-7= 1348 5=-l0352-6= 479 7=-135, • 35050 • 3.4= O. 771=-864 3-6= 5714-5= 0 3-5=-1307 1N-257 . 3.50 Y ,It.n.CtI., 1-t1 Ill' lt,' Ti) i'It ;12.41 11 !n:EC!!1' Ef-',? 4 1 iil; ; 111ti1`i ; : 1 1ttCIIT,!•IF: JClIY:3-ii , A ,I: USIS A, 11 Ih 1l.1.lil l++ . 1 4'd V p •l'dkgtl 1 IIII4'd.l 11 11 nil UJ R1 14411.m +I IU Od 4 1 t. 1 1.1.1r11)1MLt ',(II+ 11'-i, ' 11t1I '1T1l1;, 1a\!\)\.1,1 . 11111u11lPlllN'(,)q:'`Oli: Iii,r LI,ll`Iiill\ i rt1Itl '. 14,1 1111 P 1 U 11.1 u.IIL PM,N 41 OAINI IGIIkI Wl llll llll II,u1111111 UU 11N Ikl WI Y1111U: K11 W Mll W I NI, UAPI.h11G T UT'h ,.0 001 1 P1I111' 1):2/1+c6 Ile) A,' I<11 SrJ1t11ILtT' 0' lli:,l.l,•> )p1;`K^l Ilo..,T I<1) .:P' 1t1A oll':nH Wardt•AI.1.IM IA 41.714111nN 1Ji1.! A t!,IL!.,.. ....MIA! lel,' VII'NoWI PS a 11111'UI 11\:'%,'.y,l.y MI A4 Y11411.111419L.I k•U;It4kNo11M11tl,111NN4'NIILV Nil 44 IR IIkINMAl111:11R:l M1NkIYIM,I1J1Y.1,1, l l I. l l l,S F l (N+U + I;° (i ;Ili:, l w 1 ,1 T 1 -• + 1 TI`l i rl OVI +All lC 11) PO 11.111t i3O. 11i,, I a AEI.S3 ir., r', r'• ' rn•). 1)1 ri!~IIIfT:T2S1 NN"rl'' 1Hlll 01\7+1 Is1 11111 I,i) 11)11Hifi:1 o:',A 504•.I' I1'1 :I. )M",A.6. 1.1;6--1m ,:'t7, XJI:11SIC Hil'.r1T1::U Lql dU,Iill *6q. .1i1+1,0O:1' . NCI 1 iiih111 I SI ._t t ' i l iCll11 nOtC1 Le# l+4'ar 43 Catit, Brotioll rm. min Oo na11t 1n ) Ftr1t's" rFE EEgh1-20 tiOLL•IRd•:40 ILW6104•tar 8nllH Y4 N IitlArLiUrEO FRaM AOtt H 446 MD A SMARMS STEELIEICE6T AS SHOIIISLIMEnbDlBEIIISTALLEilOHSOKFACESS ' aINI., SYhlir, AICAI INEPT A: 61IuWA)DESIbti COILrORMS W1 H ADS, DESISH SPECS ADD SSBC,TP1-95 ' TAIS DESIuH IS ri1R TRUSS fA6HICATIOM,OHLY.r'Ir. 11RAAIIEHT,AND'IEATOAARY I+RACINSIWHII'It IS ALWAYS.REODICOMSUL1 SLOG ARCH1TEC1 OR fNGI ER. 1 tst f,:a':.::•I.()I 14ti1 11('I• 16:iOI) 1»'1 1 ,.6 i11N11..==•,-=1. ()()()Jft)5 1=11,===,,,. ==3=1 1-,I::DIA T 1lsIEC "r I,1111i .p1::===nn I.1CAIi=.1...0in.l '1 I ll;lII"l1('Ikl4E,RA W(..(.1 13(61, ,?rl :I.11n376.':1/1 :I.99OI,'I••1):I r:•c:.. Jo y 9'1.LI 1: I. ' I. 1 11'1111434 114 n • I WADI — F ,A6d- I / 11 n :11.41I) ut A4 , 1' LAtru14 i I , ;; I ; p • ' r'(:)1:1 I I l(3I.1 3 5../1.a' a: 91TDP CHORD VI• DDIIUN CHORO., N ttI;am a!:%matt at ,III,L,ut.=.IJn tut ttn9l' REACTl01115u-, nSl1E1till MItut MIittlm=:l lllit.11't Inn unllllmtnit Hitt rltImull M tutllll:ttt all MILL: MI N1411== tarllll 1. 2= 944 .1-5=-064 2-0=-3604 ' =-2 l 3=- 2190 5.6= 2190 2-7= 065 ' 5=•2120 3,50 3.4= 944 6-7= 2190' . 2-6= 0. 7. 0= 2190 • 3-6= 065, 0- 1=-064 • 3-5=-1604 It 7 c; . I) c13: 5:)o1 4)1; 4)c.12 I.. Ill. 10I1)1; 11 11:lllf, Tfl P1C :0-0, I EP 111:16llf 5! ,;1,(111 22- 2 J ' 111;11: ;i 1.1 111CIIT 10:TOI'T:0-7 l,.1JitlilllLl + Y.. ' 11' ll,lll IIl1.IN111111t11 Iln Im `, 10 IIN 13;: j„),J,; DI. Ell l'101,1•t:GRAI)E: .1F'nnl.latl3,(lu', uelue l=nrumnnml l Cll' ii,r C I lr)F tl, u l u l.xtn AY;nal w l rt` tllll n, Lt l l`tl f' Is n,) 11 nm n.nn mlr In l 1 , , F l'JI• ,1.1 111F E! » 1>i.'!, I ((J» i. l<l) . Sh 4 1.1 1111 n'I n1'1 l: It,l11 c) 1 14i lICI': `')' :; 4n1 ` r116 •F;til'1' CI RI)n 1=l<d) Ho. i If0' EJF ItlL. 3rdw 1Jlat 8V*41 4 Net .3l<D 31 MIt:1!ft111., Jlll'Y 1.1f 11Ytt .'11.14.:•,.1.1.1t al It. In 14119N•,Jf'1'lll 1111•.=AJ1:4 1...IJ.T•1111M'Ir NM,'47 hahit 11t 4= 1111.41 1:1 1,1liltli1 inIJl Up ltu VI ant BUWti mi l,IY till gNll'Idi: It I111441111=it pt Y111tlIN11114 c> t'I<. II N . x 1111,11t •'t l ,.5:1 1' 1111L 4u , ,1 . aS' St...A ENO 4, 2e1.0 ,;Lr1. (.I (4 t I0.,l't I. Cr'r.V Ikri:13 Jl s3 HOI I .i1FEU 11C1. LIE' DIE MEIEREI l=, X 111,1 l I.0RI 1 111 l kI 1,1.1 JO I t 11 t) n. I .n YO 1. lml. llld) . )<1A+1- i»= ?Uht?j1l ;,3i%^' ` l.u= iq,C1:11,1EI,ITi4rt,l?Uhl ,loxt1'r ?,1n .,,..b4ginit r.l;?,.0?g. bit.: t ; " II» ) '1 iiI4111SG :' I "` POT ''' 4ntra Ute 1)4 ar ;t3 Cant; Prtctni corn I:1lA :•J4 nitii up, PLATES ADEDEMnt•:O,NOLDING-2.4.,IENS1CN bi SHEd`,•241 MANUF.I;TUhEP PROM AM A III ORD,A DALIAN!2E4'STEEL (EXCEPT AS'S11011N1 2 / LAIC tt,61 tE INNALLED GI!BON PALES OF JOINIS SINNEIRICAIlt1E1CEP I AS `NuWNICESIGN CONFURAS W1111 NDS DESIGN SPECS AND SSPC,1Agf-R5• !I' INIE, DESIGN liFUR !FUSS l'ADDICAIIUN CIILY,FUk FEloGANENII AND IEMPOPARt DRAW:011110CH IS ALWAYS REDDICONSULI,OLDG ARCNIIECT,OR ENGINEER, y,.. 1 ilimmemomomor 7, 77 1 1 I:.'1 I' I •I, 8., Ut+l j•on ,i, 't ••'::•, t,,4:'t•,e.)r, r . I lAk :Cl11 l I l a > I l:;l• INNw:4I, J(J1 t`+ r ,l: I 11•ntntonit'n:r1 •. a; •I, •1 + z t t t1• 1 I •1'ta11 l'':i.'IC 1 1 't 1.12:'. ',',•,a1.u,tm,,,;,d•,,I,.uuill.:n ,,,,uctu.u•a,,,m C•. L.,'Itl•Itl•It11L1.LLLtt111I,41t1:It.L4t11:I1MIaI llt:nllt.1MI:It1;14ItIR'lnll•I::1:111,:31::t1a,t:q:IN,1a 4111111,NI till 41,4N 411IIIINII TOPCNOP.D DD17011 CHORD IIED N. IIItrtiLR4 REACIIONS - SIZE 1-2=-1130 5-67 772 -7a 53 • 1=-636 • 3.50 2-37-836 •6-7e 1020 67-277 57-1553 3.50' 3-4N 0 7-17'1020 1,6= 044 4. 52-110 3-5=-1075 1Y ONAl• O i'•I')'ll I10 1r1 ,1t:11t11 ,,.1•'^T", ,,;,g°' PIM ;r, i1;•' 1111, FLANS ARE HENAY-2d'H011dllij-24d TENSION-359 NAIIOFACIUAED FROM ASTA i1 44b GRD A GALVANIZED STEELIEICEPT AS SMOHNI FLUEMIS! DE'INSIALLED ON BOTH FACES OF JOINISI'SYMIIETAICALLYIEICEPI AS SwINNIDESIGN CONFORMS HIM ?IDS DESIGN SPECS AND SSBCITPI-115 THISDESIGNASFOR, IRUSS FASMICATION ONLY.FOR FERHAIIFNT AIID,TEMFORARY BRACINGIHNICN 1S ALWAYS REODICONSDIi BLDG ARCHITECT OR ENSINEER, a 1. III. TO P{{:t{.. ,• ,I LEFT1{ P1 oIIT t3.7, ;{1)(11•1:f2— ,;1{h{; 0-7'11 11GIIT III:XGhIx: it n..g111. r1111M.nt7It`l!.: HE II IA:: 1 1r11 ncN N 14.La uN A,una,•1114: 111NIIl1I Ittl, O . uata nllmlul Sl n ll-0SN:il.111M Mm•al.1.IIISIN,IIIINNN411:1NNIM11111M1141111,4I(:ItlNIIN till N. NN.M.Imt NNNIt NN l I)A1)11 Ili l I ,M' ) 1,10)( 81 Itili'+r E '.i • , I'L11 LLUITIIII O1i1'l:t)LE 01' L-lJl'lltl ,l2 I• IN11119Mq ? .131 T*01 P I Itlh I/ l':!)1(6 Plta.2 <1) r1 Illll' 9UI + lll'f I Nva13F, I I' Llll'I + O G eil4) 41' , ialaf 1111'lla>u.:1tf, I+It:>'..•; I<1> ,r' • 1'01tl:I I 1 1,., lISO lJ.lt, t 11 3(41 I+I013 1(1) Sill, ;`:,,•' o• altlatimnall•Ilnnla 1111 tl nuim,117131 eallyt,mllaru I11iu311111nn'unitc1111171cINam a.4ItIJRI111141.14141.:, N MI SNLIISII N;IINSI113 iN(21: Y11.11MIRN tONpgS N4ViWiN, t t 11 IIIT p. 11JPIi'4' N Y +3'i• f'L.,IlTE 'yu ;I. 1.s3 tit PAC I.1113 n ' 1la0 '111.. (1 T. 1,11 L ,, Ill,la,, h tt.) F 1,1r'>l.l! t 110 IJh?' 111_M131:F.I; r N4 ;1," Moe , I:t l E, ;, t k,+f .?I tr I on a! 1 , - ,;,..,ura,.:u„o:.,uu, 1!)i)O%cf)%. '- „ ,t ,1: .n::o n, , ,,,•, I'611 l Lltll 2I I lJr,t, t,,, ,,, urir. r.:: Gus'I can* I I I I l lil II .1 11 RI RA OJi+rl 1a L a'/I 1533211130O 1.99O rIctica(l II 90l()l<`II .' 11^ caul; II) u:Ili„1' I:anti ::.)• 1! 311pan " 1..I. I:litan'1: c1,? I '1'6o1> F:':i 'I; (..:It ;5.,/1.76,m.,,,Q•r.,n.,4:•,:,,,,,,nQ,.un.......::::.....Qn,u.,e,...,,,,, a,,,.,,,„......,.,n::::::,:.,:u,:r,,,,u,,m....,,,:n,::.u.,..,4,:.:,,:n.,Q,,,:,,,:,....,.ou,,,:,:,,:,:,,,:,Q::n::u:a„nn..6.6.u616,:mrQ,6,..6m:,.a Qmr,ntrnaanru I'OF CHORD, 801101i CHORD NEDSREACTIONS'- SIZE 1-2=-2226 7-8=-864 ' ' 2-12= 3151 1=-2280 • 3.50 . 2-3=-3334 8-9= 21033-12=-273 , 8=-2064 3.50 3.4--3828 :' 9-10= 3763.. •- 3-11= 1383 • 4-5--3828'• .. 10-11= 376' ' 4-11=-483 5-6-2103 11-12= 3074 5-11= 12 6-7= 944 12 G 5- 10= 142 5-9c-1848 6-9= 933 6-8=-3570 - t)-•6 .. I.. 111.; rt.1'. P1(:5- : 1:E•-n 2.1.-1.1' , . 2 7 —. L .9—.LI '! a 2 + -lto , y .Il;,IIL' T1IGIIT•: ' I1 ii Ill t tt„,; ru,uunrtltYunnQ rL L, trnYr, a mttZ,t, ;v nu lr Ln Qtin'Iraca?avt1nuanQceutQQptct I1IGPIrTnnl 1 r.! 9 n 9 r c , t, to ,,,, ,r ,,,Q,1 LI, I GAl):r. H t ILYQUQu1F, rta T.4 Qltuuu nu tun i '': ),: '!. IL tX i fhl''t`>I 'I'El l l hllll'I C1hV1Uk::. I'll l 111Y1I11 Ic 1,. , .1), I111' > .'I,nr ?99• TOP.' t 1•101R7n2W6 IIca . 1<1) $.3F' I OP .,O 7 tti X41319 •.1 O` O 6 ' 110:1 F i 01'0)n,`*6 Ho M . 1<D CAI'}' le43al'i O. I () 1 enu1tL:a't ' 6() : N41tnt.tn a n, tutrt itutalmt ioanunauntnt;tYimuQa *at6Innuttttrraun 3catuaur,otutNtonptl itt:ItP=unuu i •Sr 70 aYQ4 C SY 11QIJrt ;YUJ IY Ip 14,1 Yntttu,rr iH:IQ IILI 11 Qtt4Q nall=agap I ' rlt,1Mi' I I1111 tt L 3;1 EI11'il , "`` i t+ ,. I •' z ti,' a13,, • i1413 a a E1' 0 i I', tx t;, '' hl..l'1:.1 L'1'.1' JF ;> ! hl:;;>,.rk.,: ' hICl1 1.1.31. L1 + 1 11:1,, • IJF' T+IGI Ildl.l<l:i rn .1. :, , . MCI 17 O M 114.4' Tl1t Llsi 0E1'11•ITSn2 ,l.t, 90;111 .1r16` '1--`'tom S'O"! Elii4 .:fib 11--12ir, ;3dg12 1 1l1`II:.L.INITR l'Tll) 131,1 ,101E1' L Lti ,60O i- 4)4);12.,4 ;3',11),. kik) t; " . , ` I` •' ' t Elt 5 r -- • ,6 n,nl) til rt. l ii; l 1 ' I c) I I IY , Note: 11:.• la4 Of '4,5 Cont.' Fauna coin lath nti nalla Alit PLATES, AK H E.A-'G NULLING 24c TEI1_IDN 3YSHEAR 24r thdlOFGCTUGED PEON ASTn A'44n GED A GALVANIZED STEEL (EXCEPT 'AS SR01111),•' rr PLATE huSI OE.IIISIALItD ON SO111 FACES ilr1OINT5SVSNE1RICALLYIE1Ck'PI'AS SHON4IDESIGII CONFORIIS141TH NOS DESIGN SPECS AND SSDC,TF1 -SS ' ',,THIS DESIGIi'S FOR IRUSS FADRICATION RNLY.FORPUHANFNTANDTEMPORARYFRACII1GIkHICN:IE ALNAYS RFODICONSULT DLDG ARCHITECji0ti(i1NOINEF 1 i• r p r:.u: :,1 C.. L..Sr ; i ion t t+ + ..., ... I r)(0770'.1.)wi+.+..o.m...= ;<.<< l lli.l. lI EZ.. hl T.aiJt,>> 66. 1 tit 16mt i 1 I. I I t 1 I 1 1t, RP 1 fl 01t,J1t r t 11 S')I )I 11 O Span -I1) I,,, Family 0 t ,13 It' 1•• lin••IIDitl...u+.l.n+.ai•w.Ll MIN1144.I.WN..tt.1.11a.naw.Il14,1M.nrta MW:1=1..114UUNIMWN.+n.+W...+ I+nsm tumnatnnmvanNumunNnnnnimmtnnmmunumnunaTOPCHORDD. I MON CHORD WEDS REACTIONS - SIZE1-2=-276 5-6= 159 2-6. 169 1=-309' 3.502-3=-173 6-1. 0 3-6. 7 5=-662 3.503- 5. 0 ,. 3-5=-278 4)(4 tv 11 , l... 5)(1.0 1 t 2)(4 , al>t=1: I r 6a' 5 4)(5 3—t l ;6 L . I IL,' TO ; I a+ w,m:.::ImmwmmIitrrunmvaavuuN nat+mna+wmiunmumnumunui,iwan.nliktaruuwtuOzaz+-utnuuntra=nmmmutitmilitiammmmnunwtumuslimummuucz(I }P61X IhF I LLPI 1.11.1l'1, MADE fll I..11PITtl R L Tt:l ,i--.11) 0. i.S2l iC1 l,b• , lt('1'I f ,;..,vt1).U).. 1+t1t'I• U Lt7,. LE:1 1 1.a , >) ' i u,tnE+r. aal to nnl u e.tw;tmw n14'Fn..;i in+.a..n .+l yt n.tu.iva lu Ir1.1113 L 33, ILFI'T) 14 kt rYi1 LI.TVErT12E;S',L.a; PIIJT 11 3! 1) I11.111 IN Ltl' TWT LEIi Jai 1.1 n3. ' .1,4 , I.06i t f NIf,T I I I I r', I I.1.. 01.1 ,r1_t 1 1 l'T' s1 11 23.p. 00; I Li 11101.( 1) .''i(t6 ! lu .. I<13 col_' t BEYT 1 H0143) t hlt6 ' I lry 2, I<0 L'iP t WEBS r.; HMI' Mctw'wT I<1) SP h.mu tm+. u.utu.at+tnu-1 a:i..p+„tttaunazaria.6.zeta:umm.tmwtzz.nmiz.crtur..aazzzmti= ctil t1t Illta,' a .'l (> i• UJ' OF ' t PI1'tl-k13 'mot :U f im 3';;;; 6r l.. Q'A lil r f' PLATES AREFE1611- 20,HOLDING 40'dEIt5t011=359 EHRR-242 HAIUFACTURED FROM ASTITA:446'GED A GALVANIZED STEELIEICEPT AS•SHOWNI j'. ELATE DUST DEINSTALLEDONDOIH'FALES OF JOINTS; SYNNETRICALLY1F1iEPT,AS SNDBt11DESIGII UNIFORMS WITH NDS DESIGN SPECS AND SSDC.TP1 R5 .; I111S DESIGN IS FOR !RUES 1'ADHICA'TION ONLY.FOR'EERHANEIIT,AND' TEKFORFRY:DRACING;VHICH IS ALWAYS REODICONSOLT BLDG ARCHITECT. OR ENGINEER: i _ 1 t tllt3.l=(WPI ,BET ,1,:,t a• I)tllai1T1t11'IL D..011 ,1(ilH Sm :.,200...00 _ ,'• n::,:• tt i. ( r. .;3 V t 1 ti I:oil tI•t ..,t.annArt:::k:::n,1 000 ••7 I;1m:ata:: a''''I nrrrrul:r rFtJ:1: 1.1!} (, 111'I nu.I ^, llkto , l241 La; 3'(3 :LJiOI t,I is ttIf901lI.:I. ltus IAA : ,i5 ma.3.>,## ;11.:2p.il i a L•a• (:lttr:ui L l T. r 1. fop 1::•:{...clt :: .,/1.;:' i,,,,,,,,,:;,n.,:raninca:::nrs.:n==;...,. ., I,.......• .0............,:arm,n.............nt.t.a,arm.....:am.,.,amoor.::..ta,eona,k.mm:.m...:k:n:krona,:wa:o:ktnu:nm=m„a,=minn TOP CHORD BOTTOM CHORD • WEBS ' REACTIONS - SIZE1-2r-1745 6-7= 838 2-8=•2073 1=,..1773 3.50 2-3 -2054 7-8= 938 t8=-214 6=-2873 3.50 3-4-2064 8 1= 0 48= 2468 5 6 46. .4-7. 921 4- 6=-2581 LATE OFFSETS IX.=LEFI, Y=TOP/108= 4i3),• I.t: tt C ktl tt I ill a'It, 1'Inl 7'k,•1,.1,, 1 !'. ` LI bZ ttt'Idill' TSE I: IGIlT ttl;IlitlT S 3 n un tir-tat: a I, MIr,, „ L ,rtTlt n•:11 ,ni IoAf) mAk tSl tt It ttlttk.@na t_IIMrA, I..MallI.t SPADE AllnDrAi Ekk ltnlOt F To 21. 5nkn: pLni.tri. r1n1n1t1nttL' nttIa tK::Ct 4. r._pn trl ttknaW ' A' I h TYJI 1.1 ORD 2 6 No ICU al.' (11• 0' , Bon" 502, • DOT CHORD: hlitA. !CI>'r,Fi• ,i 1`(1T' I ) 0 1,1 ; 1 I / 36(3 OJ 1t 7 n 24c41:. ,3 , KJ) .c3!:. , t tt t^ n t t.tM1lln ,x, tlnAi! ': In Alan r ttt Ilnlan:i 4..kr (t ta'n, n.l nn lyrt It nn^I,A4n n.t. ,, Iti.2 t111tt,.ttin, at iT titla,:atAnA,takn;in,1 tk1161t'nan tln Ctt'piA,t4 tnR kk ltn nt. Gl4:7 k,ICAak tA'Cn `+ IJIIXt Pin l 33 I L.A'TL tr' 1.. SPACING .i:'1:0 7ti: c7 t I li :167 F I 1 VI > I ILSS `> hlil I, iL 1 f , E7 •, ,•I'ILhITtI:P2S,"'•.O• .t :` i PLAICEAFEJE1143.720 HOLDING=240 ICNS10 -154 SHEAF 242 MANUFACTUREL FROH AS1H A 446:ORD A SA'LVAHITED,STEELIEXCEPT:AS SHOWN) :PLATE 3UST BE INSIALLED'ON BOTH FACES OF JOINTS, StHMETRICALLYIEXCEPIASSHONNIDESIG4CONFORMSWITH.NDS DESIGN SFECS'AHD SSBC,TPI-851+' THIS DESI49.IS FOR IFUSS FABRIC.9TIONBAL7,FOR PERHANEN1 AND TEMPORARY,BRACIN8(WHICN IS ALWAYS REODICONSULT BLDO ARCHITECT OR ENGINjEC) +; 1 tt ( 1 tJryl"ii 1 C)11 ' „t nnrtt l..r.t.l..n•tI ().)() ? Ia: r.,.nm..t r t t t •t'I`I III (I I`H::. a?..•1I'llar,r, t „i.nri ry.atttlc111I'Ft:C-'1'Gi:f II l:cr••d+.I,i..lal Wed Oct.1 :241 :Lkl439::411 • :1.990 Ilrits( ) 'Iialt I'll Tilttt I(> II003 I lini.a.y 1) r, 51.23 t>pan t 1 J Quail t i ly I 1c)Ir I'':i. t.c:il 5 /12 i.:r 1 ..t o. LYl t II. •• •• t t t ..1 L.11: t :8:113e.. t ., It..L., a. .L.t ao..1tata:. G.. GaGtt t .t{a lG4..•311.Ill...at.tl...:Innnnnnanniu ,:nnn ntitntaannna.-.:insnalm:a.:= TOPCHORDDOTTOMCHORD • WEDS REACTIONS SITE:- 1-2 2640 5-6= 0 2 7 242 1 -1547 3.50 2-3 -2363 6 7= 2416 2-6=-60 5=-1A24 3,50 • 3-4 -2363 7 1= 2416 4- 5=-1715.. 4-6=.2664 PLATE OFFSETS (X=LEFT,Y=TOP)1(16=.4;21; I - DI fI ' C3 2. 1.74 8.- CI G-•,9:.; Z r 6- 9--12 . i, ItL , Til', 1'1(;Q--i1;. II' I'T ftElt;IfT it SPAt1 21 ; I1ISE 3 11l RIGIIT FIEIGIIT:B 11 i t irtu:nimpunir ntrtr t n..n•nntin t t r ttr..rt t t i I wurtraitt rntt attiratGtt •tamttntttn Gat•unt:nmstatmtniltcrti•=LGannt.ltiJltnnnimilut•.atatilanue.nuraiM.Wtnttn1=1.ar. • CIn1> 1110 ^'`t l ,I') 7 61:< 11:1:111 11(111 ' l RAIDE:. (al 1-C11"IF+L I, I° P 1 fll a` at 0 F1 Y I 111 ( .t'BcF,' I•Its I<X) Sr' T(II ,< L°, E40f I '' l t) ,Ya'*I Xtc)t: I 6:6 1,16 1<1) >I' 1tt1T1 { <) 1 i) i LPL ! I I ,Rt) U11 1c'y a 144 I Ica 3, I<X) a. ry Ina t r h t ry.7 l2n1 mt ry -ryi I,..MII i ^t•4T tM ,a 11 t lm,Inr an nrnnn t a Zt GI-.tanninry a Git•n:, 1 cno:mat •nt aca7ann.'1 ttdtG. nan»tc-a utiry.nnra Girt it-aina== : ilk I1,113 I I)IIXI I L I i~,111 L;: Y, 'al'11f rll(.,'` a`! 0 L11 lVC ',(I'F:' ,1 , 11111 11 tI 1 hllJ, l.11• I!IL•.ItlT.tl...l,ti n= ,.I: C 11111F,1tlli i• a L i,?•i ,0 It • 3.,16 4 t5-‘-.Lip= ) R ELAIEE 4FE DEMAX ID HOLDING 24O TENSION 354 ShEAR 242 NAIiOFRCTURED FROt1 i1STN A 446 UPD GALVANIIED SIEELIEXCEPT'AS SHOWN) FLATE•MUST,DE'IIISTALLED ON DOIN„TACES OF JOHNS, SYMMEIRICALLY(EXCEPT AS S1101.4gDE5IGN COMFORMS WITH NDS DESIGN SPECS AHD SSBC IP1 A5. THIS DESIGN'1S`FOR,'IRUSS FABRICAIION ONLY:FOR'TERNAIIENT'AND:TEMPORARY DRACINGIWHICH IS ALWAYS REODICONSULT DLDG ARCHITECT, OR ENGjNEER, t1..i.`..L:. S ')er .: on I5. ':.1.: ........... ...... T; i 001; .ill '.IN::=..R::::"......:-!.;'< J7 CS>%.t >m _•RR n •:. I'Ir'tl•': l .la`IL_.- 1-I'(l.l,.,.:,.. . t:a.1a'stomQr• 3 'T'P1 -•'I'r::C:H-:IitF1Rl'41:o:PA Oed Oct 21.•1.,4»;3Y t: ;t 9 1990 It ,, t t c.l. il» 9 1 01 I I - • 'T'rnYt:c, Tr., » 111,£lit t IT aill1.:I.v 4a ». :3141 1+ n » I,s ,t. 01.4.An 1..1.•Ly » I Top, •19':i. kc:ly »- 3,./12 • tt' ......I.II..::::I:. tR::...t. ........t..:R::I't:..:::•G:•t'.'::::t::'1:::I:::::RI1:'RI::::.:::::1:tI:::.......11=1:1:::.:1.....1:::N1.,•:Uft::::G'.C:.::Rt1.:::R:::::I::::R:::::::t::::tR:IA•11.^RR:RtNNI:U:t.':R:::.^.:R:::::tNRRRm: TOPCHORD • DOTTON CHORD WEDS. REACTIONS - SIIE 1- 2=-: 41 6-7= 3401 2-13=-560 ' 1=-1974 3.50 • 2- 3=-3133 • 74=•2991 31= 402 6=-1916 3.50 3- 4=-3143 8-1= 3399 3-7= 412 4- 5=-3411 4-7= 944 5- 6=-32..43 5-7=-2K 1. R=9 5)( 144 5)(4' It 13- 0 4; s£3'' T. n- c3 4- 0 ` 5 5x4 I; .' III; Te 11( : [1-tt It :: 11I.- TOIT , : 0—O I„ P. VIM SPf1ti:J.0-9 ,ItISE 37-1.1 •IiiGtIT'NEI(;fiT:Q—? t1:G: G--. r.:i::L:n:RRN I t u t zt 1 trio r.:u:a:RnR:Rm:Rr.:u:::R liatR::c:ncr.R1::U•1: r.R .'::: 11, sc IGI Rrrtc Runtll a:m:aR is Nc=NrpRNRR ixnaRltvNRaRNrro:am:^R•tl.ctm::aG re:^ I SIT ) IYIDiK `> T RF::BI,L , ' 1`11:I I LPIl1M:' ORADEE-' WY, I3 I. D- 1isl I .' Q ",ry 1'(:11 i II(3F21)»:.':K, PIcS '' I<D ;I'' TOP,' ,t> I', Till £ 1 £3 . 1 (> Tt 0 DOT £ I N I.D .::*6. I lu I<0 Sr.., 1411 '1U' I ) DI I I T / ,6O = WEEF3E4 .'d $ I Its S' 1CD 31 'l 1G1G. t ! 1t ,.R,.f 1 t 1 '1 R .t IG .. t 'IUI,NNI IG it Y .t:R I J f R R.t6t t I '1-R .^'1F KG t .l.t iT R R tt;:U Gl..it tlN'Ni r:R1t1 -RC 15.'.RR -'i .i 1. CR R..: S lPIIH11/11 ( I' >, y,1,1 t y it t ).' l,.> '.,I-'nc I h113 "24 0 • r 1',1'1 T I I .6Ur I la: > >L.., 1`al1 l.JE31.,U I•I(:) (1f I'1C CIL+L_h£;, , 1J11aa (11tiPI Sa Ihll LI`I ,T111t''1 , 1'.4 1.16 i ,;i1t1 90 6= C(31` 1 F„hllbrllt D iJl1 ,YL)1.T1' 8 F 1`11 I`ID R a hll"i I L. 13) . T EM 11 I! I b1/ .6c1 I IA:I:I 1 2,t t y i;J t )1It tit^, ICI l; 1ir11.1..,,., • '+() tti: tt ,..: (041111;v 0111.t, GIL.Tt..,1 ;K FLATES.ARE DEMA% 20 HOLDINt 240 1EN51ON 359'_' , SNEAK 7,MANUFACIURED FROM ASIM A.44.6 6RD'A GALVANTIED STEEL(EICEPT AS SHORN) PLATE UST BE: INSTALLED ON DONFACES OF JOINTS SYM1MEIDICALLYIEICEPT A9 SH[NNIDES1GN CONFORHS'.HITH NUS DESIGN SPECS AND SSDC 115 .` IH15 DESIGNIIS•FORTRUSS;FADRICATION ONLY,FOR PERMANENT AND,TEHPORARY,DRACINGIl1HlCH I5 ALWAYS REOD)COHSULT,OLDS ARCHITECT GR NOINEER Y r.-. r::e,n::::::»:°I:: ' ) C r,: a::: cr:: u:::::n::cna::•:'rC+:.1`Ih1 J Ft•`,,.,"•'•(tt1c,t7ir" III tli[LL.1"lildllrbJrl • Ol 2/:I. is/O :1.7 :L• 990• , -rtilc;rt B6 r :I. I.:"1'I I1,13ns:I:Cr Id L.:.(3 Pa. ):i.1y It :: 33.;:3a Ia.,a ,l., Qt.( :.1y „ ... '1"raga lPi.l:.I) L:i.. L2cn:c::::,..:::::::::::::.::.r.....,.....nr.......,...,........•.••.•••.•• .z;,....,.......a.....u....a..a. r.ao.._aI:aa:crm::'a:usnsew:sc::c:n:r:nrcnnnuxmn:::an:n+n:nn:n::n,:r:n::nncn::n;ra+:n an cnx: TOP CHORD - • NDTTON CHORDNED6 . REACTIONS - SIZE 1-2=• 341 B-9., 2790 2-13n-4886 • • 13=-6230 3.68 2-3°-6.991.- 9-10. 2790 2-12= 6895 8n-4334 3.50 3-4=-5556 10-11. 5130 3`1'r- 888 - 4= 045.. 11-12 6364 3-11=-1490 5-6--5045 1'- 13.-:97 4-11. 2399 6-7- t' '.i3-1.-307 .• 4-10=-511 7-8.-173-.10.-221 6-10= 3791 • 6- 9. 511 6- 6.-4803 3.* I 2_.10 1--.I. I 1)(6 5 )<6. r:11. . t f 4-1. I L4—, 1..1.. 4_(4. 3)4'1 5 ic.I. CI 41 5 111 1 r_. 1 I ft::C. • 4)( 8 2.1.- 7 2x4 • 1.J. .L >. 1) c ;. ff 9 3)4 LGt el . 11 : `.., ,. 4 3 :7 r,• 177 I 2.i-? L . , I tI. 2;!`. I EFT III I FAT ! 7 SIa 1tti 21 7 11I nE 5 tI3 3 I;IGH HEIGHT 5 10 5 r ._ u n rri :.rn :na,u, ra rr.:u : ,., th , u u : cent: .: , : : n to tnr, nun::: 7r a: :ns-ma : r ..n a r•rt tr r._- nn: I t t(ti?III(, L, I `,I A1. tl ' C , (ICI : at L t, 1,1 T. PI I Pll II'1' C8RAI)I (d I 111'1.C41 h l (al' .` ,, t) 1 ;.' T t 11 (11)1 X) .'K f,' Ilea 2;;•. lt(l f III .l a t C). (.tf ip ItC.I'T I I I(DF2I) c'dth''; Ilia 1. ';'tn..: al'' . ' IiUT T C IpI)I I L I`' ,f hll lt`, 2>ke1;' I Ica > ICl) S! i _ a 1 •nfl : Il : rl : n W, Lrr 4• : n .teat:in rn tt: it , : 1.M1 a .,-a r ,1 'nr IGt 6t IauGtK aTl illr 1l)I'IL1'! I ,i ILPrI'I l,'. ,a CI't1( IIII1 6 21 p' tll ri c Itl 11s11 I IVC ,ll '.' al .a III)T 1•.1.S.E.11•• I1(.I, tll I°IL:1'I(tT,ha: a : 't 1JI1I I'"(11 11 iltl' T'I,JI I I I' 1(1 I I•I'1'43 ;I I G I.3().6 Lt) '318:t) • 1.!IT .TIJ 1l1'I' .lO ••:I:L.IcT,,.pp.,• nl, :,' Ih 1111.1,` lLr:11 )t T'tllrl 111lia 'rl,l. c:1 16 .I:i. la.,ll) i:a,t A 1;, 4„ ;Ir`il.'lcc)!I - Ir, 111,. t t..i.'rt,11laa,A1,1X) • 1))114.,)•. 1:1 PLA1ES'AFE bEI1F1'uHOLLIIIC40TENSION-354 SHEA8-.242 11ANUFACTHRED.FFOA ASIN A 446'GRD.A GALVANIZED STEEL IEXCEPI'AS ShONN) PLATE BAST IliSTALLED• O!i BDTH FACES OF'JOIHTS SYIIRETRICALLI'akCEFi AS'.SHONNIDESIGN CONFORMS WITH IIDS DESIGN SPECS AND SSBC IPjI!85.•` THIS De -SIGH • 1S'FOR 1RUSS'FADRICAT IDN OHLY.FOR FEPNAIIENT.AHD. IENPORARY BRACING(NHICH • 15 ALWAYS:REDO)CONS,ULT BLDG • ARCHITECT OR. EN !NEER,' 4x5 7 n i h r I.::.E. ;3 .le•r 3.t:6 15.."i" ..._._........._ .1::.000I77 ::I -:::.... r.._.............__;; .._;.-_.. ......< ,; :•':' I*Ifih:1":I:Id::"I-'. T'I'rlJ;a:iilt•: tt t.(DM er 1I J t (II Betf I I:f;'a't "" :.••:.-____ Lt ,tcoc•C #4:: N0I03.2:I.:I. bni Oct 4.1 I ,s I.L:4..' 1,'t>1p Hui J,,,,...y I rt.t:y<. :I:I3 6 I It.,Cii•l Fa m:i.:LY ## ,a.l.l3._..........,.....,..._.......,,....: 0LIaEl t.112 c .• :I. 1.0p Pi....t-,h : 15••/12 TOP CHORD DOTTOB CHORD ilEBS REACTIONS - S11E • 1-2.-4316 6-7=7436 2-10. 94 1=-2004 3.503.-38/4 • %S. 1373 2-9=-328 7=-2827• 3.503-4--3242 8-5:= 3570 3-9. 1427 • 4-5:-3519 9-10. 3970 3-9=-526 5-6. 479 10-1. 3921 4-E= 877. 5-8= 2044' 5-7''-3290 f :1[4 7 1.57.11 1Q- 1. Gl' .. llI Tfl PI+ 87.8 r IIF lhIGIIT ©7 rntiw to t c . ,, . TIGIIT,,IIEIGIIT::Q-7T,t, t .. ,1I ,I Z 1 t t ^t ..t t :::t t : t.:w t._ a tt u..a .. tt. tu, a t t t t -.. at ut n....tt m t t...t:t:..u:t•taat t ,•. I t1f1I+llItt ,tI ,I 1 11,-.x `,TIJ`s,I'a I I I I.I I IIJI l ;(12>l< CII 12 ' I+I 1 I:. u)' ',TOT? t I ,,+ GO '1 h TOP C I IC11"tI) .''8<<a'' I Its ..',' ICJ) gal . J UI >(i 1 l I i I C> 5 ()c ()h ItE T. ( 111.1I T>. 240 I Ira .' < 1s(t I l u 1 )' tJl I j . ,hO ' I I) sl x . a t t WI It<a . mm7 Ilia , . 8.1, Ka gal - I t t .-7 t: _ c1 .:1 :: _..ui ta't'i1. t4 ':.t lt.,itaa k tR t( L4..a •t tlt ._Llt :fSTR.: -1,1 I (Jfl1t': I s s I.I.A'II 1' , ,,Si'6 IIICT 2:4 0, ttt,;<7 c_.. IOH.I•f.TJ.T„T,VI.. .,T1IF-iiI ECS:..HCI .l.JSE1 „ t.t.- rv• lf.FORM ...VsETWE t'I1.:1C11111 r I ,3"- a ! ." '.. t ,., (57,01 '.?()18...9raTa(),• y ,I,,aitI:1PIC 1 I l l Brill) T ,01•I' 00'I:l! T' .i PLATES ARE DEMiII-20HOLD IN;C 24v :TENS I04 359%940 242'MANUFACTUSEfi•FROM ASIR:A 446 GRU • A.GALI'AHIIED •STEELIEXCEPT AS • SHOWN).',. AIDMUSTr+E INSTALLED ON DOIH FACES OF JOINTS SIMMETRICALLY(E.1f.LPT AS SHONNIDESIGN • CONFORMS' WI CH NOS DESIGN.SP.ECS AND'SSBC TPI 85 ;' THISDESIGN •1S,FUR 1RUSS,FANRICA(ION ONLI•.FOP. • lEPMANEIIT;AND IENPORARY BRAC!NGIWHICH'IS ALNAYS REODICONSULT'BLDG ARCHITECT OR ENGIIjEER: t I s s t r t r r n r 5 2778s i 1 1 E Z C t i rrAornIWed0at21t5411221990ot901Irr i t s r r 0 6frardIyriI14SI4A243Octanti1y1t512TOPCHORDDOTTrA010E0NED S R E A C T I O N S S I Z E 123891011 3 5 7 2 7 1 9 7 0 0 9 7 1 3 1 3 3 A 8 6 7 6 5 3 9 9 2 3 7185 1 1 1 2 1 2 1 5 2 1 7 6 1 0 9 8 1 3 2 0 1 3 1 1 5 2 9 7 35 0 34 7 4 5 3 1 2 1 3 5 7 9 5 3 1 75 2 7 5 1 2 2 3 3 6 4 5 6 1 9 9 r 1 3 1 4 6806316302912516 5 1 4 1 5 6 0 0 6 4 1615599117546915156089415188477875521617663457154493e962781718166 3 6 1 5 7 1 1 5 0 4 1 0 3941817352614110571626712A152I2473UH17I13412J014354sti t i 9 3 4 4 b c 1 1 b c fl11ii4i77161tn7173012ri1441Jt197i13737t712iLIILTO P C 1 2 7 s 1 7 1 B 7 1 t k i h i i i 1 3 4 1 1 0 L E F 1 1 t i t i 1 1 t E 7 S P A i 1 3 S E I I G I1ITHEICIT04iiniitirliun i g i n i t u n u m i n niiniiiniihinisaniiniiinstriniliin gunaNimrumnimimiiminitri1061II1P176111AXi3T R I T311Sil111I611113Rit111314111 1 1DERb01374132ifi1411C110R1Xfible11d211l i 3 1 2 T r t b pz 1 tv 1 f f&0 0 0 f&7 1 1 T R U S S 1 i t t L o m e Y E i 2 1 1 I M P P I F 1 4 1 1 0 I 09 0 1 1 2 1 I W e d 0c121 1 ellgel1990etTrts1I3Iari31elCipantifcp12TOP C H O R D B O T T O M C H O R D H E 4.,•::: ,:.•(•:::r1..0 .. E .. • l• • Ver iii ion . 5 ,. 5:::•:.•;:,:::,.:.-.:::::::::::::::::::::r 0 C. A) 7 Cj 0 j —...........:::.e...:::.(mARI.:ENEz . Troiss>•::.:::.:::.;.:::::. • C..1 t s3 1.. °awl:- a "r RI -.FE CH - DARkEl•Yi • •• • • titled 0 4:: 'L • 244 1 5 : el 1. n 5'? • 1990Pro.ioct. 14n•';'0101.211 • ..• (rniss ID a HGOS- • . • Family•fl •g• 310 - LI n.•:: n g 21-1 . Elo ;An .1 1. 1..;, n 2 lOP CHORD • BOTT011 CHORD • WEDS . • . REACTIONS - SIZE • . • ." • . • • : • • • • • • • • •• :.• • • 1-2= 412 7-8=-371' • 2-12--506 - • 12.-4472 8.00 • - • 2-3.-6063 8-9. 2100 2-11.1783 ..• 8.-5828 . • 8.00 • 3-4=-6566 • 9-10. 5509 7 3-11= 1004 • 4-5.-6566. 10-11= 5587 . 3710= 14311-6.-5979 . 11-12. 2131 . • 4-10=-277' . 6-7. 412 12-1.-371 • • 5-10= 1545 • . 5-97.887 :. 6-9= 3731. 6-8=4999... "'.. ,•••• • . . PLATE OFFSETS:(X=LEFId=TOP):U11=2.5;21,'••••••• 3-9.42 •••••'•":• • ••••••.:1-7 ' •• •"•4.1J-:41 • •"•.• 1 : • ••• • • • ••••••:1 •-•.••• • • • • • 3".9.-711 : • s• •••• 1 1 . I G 1)41.43 ;c.1 J 34 1 1 „ " L 1-IL '• TO :lilt': t.172---.9;-'t TO l'IC 0'7279 LLP T: IGt IT : ft. - ISE .:37-43-',15 !GI-IT:11E IGIIT :07-7 :•• 71;. • •:: • .1.: ... L: 006 :1: ';'••••'• r1.11,1111111•11',(31(4i131:F.,. 1...11111SEE.F. " 7. .•• • , l:.1•10F;;JE) 2*6 Iln• ' I<„: 25•••• l< X) :•1SFL• 7g • L' 41A 40 • sIll•;;. r:'f31:41Z:PET 2 ••• "':: ,•• • • • • •••• 1114 3: blE.11),11E37:14,•• •••'`'•.•i'. ••'• ;:;••'2-7f- •••'• ••": • :••••:;•••::::,:" F.D. :••• :•:•• •••••:; 1:','• .• • •• • • 1,•.• PLATES' ARE•'EF.VAX -.20 ,HOLDINS:2407:,TEllS1011359:SHEAF0-242:11ANUFACTURED:FRON AST:ft A 445iGR0+A!GALVAN12ED. STEEL(EXCEPT AS . SHONN)'• PLATE: MOST • DE INSTILLED• 2tl• DOTH SYHHETRICALLY (EXCEPT., AS "SHOWN)DESIGN CONFORHS WITH NOS.:DESIGN 7SPECSAND'SSOCITP1135'.'•'•••'::: THIS DESIGN: !S FOR TRUSS ' FADS I CAT TON; ONLY ; FOW FERHANENT•',AND; rEtypsr3fiy: BRopou WHij.'...11 S :D1WAYS, RE001CONSULT:, BLDG ARCHITECT' OR EN NEER.. 2•;!•`:'• , : t t I c V t l L G f i 4 lIL1JTl F r r M E Z R U S 3 C m w i o m r T R I T E C H D i l l P r t a i t c I N r j a 1 2 1 I f r t t z f T P I i 1 1 i 3 1 f a r n i a Y 0 4iae131on32I00tai111Iy 2 T c p 1 a I c 1 1 3 5 1 2 T O P C H O RD P O T I O N C H O R D R E E S R E A C T I O N S S I Z E 1 2 9 0 0 5 6 1 2 0 2 9 4 0 3 1 9 2 3 1 9 0 0 0 2 3 2 5 3 0 6 1 2 5 3 0 8 121162319600342 5 3 0 1 6 2 9 2 6 3 6 5 0 7 4 5 9 0 0 6 9 2 5 3 0 3 7 5 0 7 9 1 7 6 2 0 4 1 1 2 1 1 4 6 4 0 3 6 6 t j 1 1 0 t T 4 t1623I124S10tit13i1i2J0l i tlTtL1fIIL11TkEIItaIr1 t l I J I T i t I i onA0E9V e i s 5 5 1 000702 j M A R T INEZTRUSCustclmerTRIECHDCIRR E P A W o d Oct24115n412321990Projec1s i n 9 0 1 0 1 2 1 1 T r u F 3 6 I D 1 I 0 0 9 F a m ilyItn101Spon 3 1 6 1 h a l l L a t y 1 T o p P i t c h 1 2 T OPCHORDBOTTOMCHORDIIE D 0REACTIONSSUEI92334843262 kkmlon 0'"/S ;1nan:. mwonnnn: D61PI I:HF;"'' .'1'RUS;1:p:;,.•;,:>m:mnm 1 ol.. t.. m..l II•:I' tl 1 II•ltctl.l,la tl bleacl i.)r.•It 26 15.4 1219 :1990 l rr• 1oc...t :M 90101214 1,1 l r•tlt f: .I'i) iJr? Emm;l, l.Y II N 105 rr.: m Moe,,,1ruu:umno:nmurnammm:._:n..m,:aUMNI:eMaun:m:: nrr::n:.n::mmmw•:.n,..11 uunn4.mnc;IMIMMM,MVOr.:m:ummnntuuu:nn=r.muunuuunn=nu=nnanunnnruMnnnntmnr.nnun=unnnn TOP CHORD BOTTOM CHORD REDS 1. 2:-4315 6-7:5737 2-10:382 2. 3:-3001 7-8: 5737 2-9=-39B 3- 4.-5329 8.9= 35GB 3-9: 384 4- 5=-5329 9-10: 3062 3-8: 3261 5. 6:-6416 10-1= 3862 4-0=-129 5- 8:-1125 5- 7= 1315 hEUH N5 - SHE 1=- 2254 8,u0 6- 3093 8.00 g i t.- 1 r- To..a1 • 1.—:-Er t=r ti; c1 a 3i( a a 4)( 5 C 7.- -?1x ti t t :_ .- . I { \ 1.r 1 ._.._......._..._.._».. 4•. :...I -C;-—`-= 1._— .,........_............_ WiltalliZ > 9 a n) t 4)trl F- R-D . 7--6 . 9-.I. ' 12- 5 . 3- 4 t.4t Ir t --3- 13 1.-7 L . ! L TO PH : (',.. 0.11 P'.: i iL TO PH : 6-0-11 LEI" P H EIGHT:O 7 SPAH:12-5 nT;. n:a-•'2•-1 ^IGHT HEIGHT:0-7 m.. . nrr:rvaur:rn: ",4, :::nenn=:•,nuumnarr acts,, uu,„rr.,m...:rau=nr...,mnr.:uam,..mm:nnnni:......ieinunr.ra. m.:u=nnnam:....:.n:ntt..o.=nrm....m..m •. l.. 000 I I io (I' >r ) MAX omp.osrs PI1 PI1.1' UM GRADE OFl..lJH11it1 R I. ll TOP 361...0.263 Tor ( Ih11.Dc.'4ch Ho..::'ICD SP. I'OP . 10 I.tt 1tOI T i 0;•10..6J0 DOT I HQRD,12*6 Ho.2 KO SP DOI''I r) 30 ' DI:.I I... e. I:, .: 60 Idl DS a',":':1u1 Ho.;3 14D I51=' r.:u: a.m-•.-m•....1, tcnur,:nu:::...n::a.:.ru mnnmtum•nn:x:nn^u.rt:ne•r.:en.m,m.mmt-r.m)u.m:...:•n.u.n:...r.h4.,o:..muun.a..“1.n•:ar,:m:atwirs =i;.mmuummutimemmn',.-' 11 . I11C .. • • I.I.114It nr I. 13 11'1..611's.' in :1 .:.I;:i SITICI110 n' .' 1.0 itI. ct. .tr.. RI ,I I:i: 1 .I T I C/Ii ii 11',1-2513L.:.6, 14011 101•::D HO. or 11C.H1. HRS :4, 2 l.111' Il:Cllrl'1 131ii'1'WEiEM o011l'1';i;k'I•_d. 6-B.,i J{).cil-••9=., '40 t1•-1..A.430; 1.,11W. X.1d11' A4 ED OH ..10:I:1' T Ow, :L ;31..00: 4 2 Mli..MDC::RS I IAT 11) ,'T'l.11.,l';1"HEM I116d ' l ltl:ll:; I 16. o. c I * sr t.0t1 1'Irlll 10 I.1•t. .)..t•,. ((,111 0% ri11.0 W 1<..) 14.', F1.AIE5 ARE EENAt-201;8'0112-20 TENSION-35Y SHEAF-242 IIANDFACIDRED FROM ASTN A 445 GRD A GALVANIIED STEELTEMCEPT AS SHOWN) • AAIE WWI BE INSTALLED ON SON FACES OF JOINTS. SYHMEIRICALLYIEICEPT AS SHONNIDESIGN CONFORIIS WITH NDS DESIGN.SPECS AND SSBC, 1-85 • THIS USW 1S FOP. TRUSS FABRICATION ONLY.FDR H41811E111 AND IEMPDRARt BRACINOINHICN IS ALWAYS REDDICONSULT BLDG ARCHITECT OR IGINEER. m a i i j 4 7 i r a n r Ctini31ttIrIFd P 1 1 Ilii11larn c u a r r n u n m u a u a a n n h i n u r 1 I I I C I I I l i t f i l I R f t 1 D J t r l 1 r h I L F t i il a t i i L t iSO P r o j e c t 1 s o l o 1 1 t I I t I I J 1 W 1 9 1 1 F 1 7 a m i a 1 4 r 3 1 41 I i r u i 1 1 I a t l r a r r h i t y 1 T o p F a l c h 1 b L 2 t c r e m n n a a u u n r n u c r r u a n a r n r i n m n n r n t n n m r u n y n a n u u r n M I M I n a a a m s u s a n a l l n o a t o m a u u w u u r a n n m m n a t t r at t a n n u t i a a n t i a n n a n t t r t n u a a n n o r r 1 0 1 C H M 5 G 1 T 0 1 C I I O R D W E D S R E A C T I O N S 5 1 2 E 1 2 7 6 7 1 15 3 3 1 1 7 0 0 1 1 5 5 3 0 0 0 2 3 0 1 1 5 1 2 5 5 3 1 0 6 1 6 0 1 9 0 7 B 0 0 3 4 1 7 9 1 9 1 0 1 5 5 1 4 1 0 1 3 4 1 0 9 1 1 0 1a 1 0 0 7 4 1 3 4 9 5 5 5 0 5 S 5 9 3 0 1 1 7 1 1 9 6 9 7 0 1 6 0 2 0 0 1 l f l 2 2 r I W L O L T O P M 7 1 1 3 R O L T o P H i i e L E F T O F A C T 1 1 0 1 3 1 1 1 E 4 9 R I C H T H E I G H T 0 7 v t 1 1 r 4 r a n n o r a n n t t n c m t n o t n a n n r n m i n t i u u m n a n t n W i t t f i g c I.:..G:»;:> ':+::+t stc,tt ', ',, .•..:•::n:.::,::::::,•.:1'. O(;)O1: r:3; I1 nnn:::.nm: ::^::h1:112'T':I:I'IIr2 'T'f l.);3Ti;;1 : I tltaann l..s.t'.. L(:)Im+i' fl2.1. t Eik.11.1••••0t1h1:111:1:A Wt:+cl Oct.2/.1 :LEI O/I3:I.,l. .L99() I; It)0:1O:I.2:1.:I. T't'tatss :I I)3 02 I'<sun:i.'Lv 4) tt 2OP3 Spa l't .,., .) Gk.t,:u•t P.:i.'l:; ;, .I. T'r..l) f:i. L(::I) m•::n^u:.rm::ax:r:u:a::p.mNI! :mor.:an::n:v:•ntttumt:n: MVO: m:.... ..nu:nu,n:ua:,••.1M1:nIn! n1:t,:a,an:a:u:IMIMI:utau:11m:gam; mnatvl::n n:mmn:tn::unr.:ncnt“1:n1;tat :::rnO:a,n;ctnnRnlR:: MINN Int 33.111 NIIIC1 TOP CHORD OOTTOH CHORD WEBS REACTIOIIS - SIZE 1-2. 0 3-1= 0 ' 1.-94 3.50. 2-3.- 77 '3.-94 3.50 • i.. 111. TO • P1I:2_2 .. 1:1: FT IIEIGHT:6 ''; 1'AN:2- 0' 11111E : L.-5'.• ! IIIGHT' IICIGHT• :1-5 ,. rural ammt, 1::,:r.,,:::t'::: trt•.:I:tt :::nnuri:;:wmixtui Lml:tit^., un.n.:itm„iR,Imlu..'n.:1:::::nt ::9:n:isugnum::,:::.n::ttt1::.".m:tuimtviguna1:91m H.'.I nnottnthen:,::,. 1' 111) 0.1 i O ' t`,1II 1 ) 1..... 11 n .. I I11 > r iiI S311;1 S 11 1 111:1'lurl I: RAI)I: TJI 11.111 iH I, I- 1), l01• I 2':.0 O..P. 10F.' 1 IN71•<1)324(> II(.)„.: ICI) • IST Illy" ,iO • J. I' 111111 > 1 k) 4 OUct BOI', (l101 )t 1'k6 PIo.2 1<I) s ` ' 1 0 t r rl ` I O 'I I 1 I' /)hO 011 Itl3 .'N r4 •'I I,) 1(1) {)I • t ::i , i t. : IK 7 : i'tl n an •I 1 u mint pH t:4,2ta cu itt1 :n : : rmi:13 tan nu...mum rrt a IL II:I:I'll in11:31M..rnl i.ltlm b.tr» t 11 INCI1 l 11'IIl > > ' L (1 It , 1 3a i31 1L, FI IL3 • ../I (5:Ili 0., ( II..I Lr I r 1k+1:• •11 I....+Lll..;., LISED .•• 1 1L),. or.. mE1a1141L) I. - PLATES ARE 8E11R1i720 HOLOl11G-2461 lENS16* 59 u.EAu-212 NANUFACTUREB FROM ASTK.A • 44. GRD'A GALVAHIIED STEELIEKCEPT AS SHOWN) '• PLATE MUST EE INSTALLED NI SOTH FACES OF JOINTS, S'MDETRICALLY(EICEPT AS SHOWNIDESIGN CONFORMS WITH ADS DESIGN SPECS ARO SSBC,TPI-B5 ' THIS DESIGN IS FOR TRUSS FABRICATION ONLY,FUR PERMANENT AND TEMPORARY BRACING(HNICH IS ALWAYS FEOOICONSULT ELDG ARCHITECT OR ENGINEER. r l ., C . 1... ,. 8 Ver 6. ion ,. , »::»»»»::I: 0, 1,0 l 9 :.I ::,..::»::: .,..., ::. •.. l,..I AR T J.I II «l., ., T I U +,.,,, .•: ; L, .: Customer 'I"P:C•••'ilda: H-:1in11'?I?I. RA Wed Oct 24 10g04 u2O 1990 ProJec:'1.-W: 90101211.Truss 7l? g J4 Family 14 N 205 al: em '-.0 OuarLUty n ITop Pitch g 5./12 •.t.: a.::'»....U:..: ^»:.»..a Ull::.::..:.» t't.... »::'A.: »::.^^....... nt Y ... l ...:::U:.,,..i UI: L1:»U'::—........,t»t»:i U:::....: mi t::i».t I::t....= UUU:t m: U:: ml»U=. . »U.U»Ut:U,lt»:i»» »:t»:ttt:tit..U:t.::i:»: L•»»:: »» TOP CHORD BOTTOM CHORD WEDS REACTIONS - SIZE 1- 2= 462 3-4= 0 2-4=-819 4=-741 3.50 2- 3= 343 4-1=-420 • 3.. 333 3.50 • L . , HL. TO ICI{ : 474 LEFT . 111tIGH9j :I'...:7' -• SP N: -11 iIISI?:Z--S ' 'IIIGIaHEIGHT:2-3 ` t;..., 1....... i»..... f..•... ... i.. i LII..........,«t t. f........ i... i...li .......L....................«i .•i.,.....1..1.,1. Lil.il 1.,1.1.. ,.II...t I.,l U.. i.....«..JtU.i .. i.«». .I i...I..II t.tt::ta.:::f::t:tt»m:i»t»Y.tt»i:»I:ttL'lilt:t::L'»»»U'..:'U'I,:UUU:t»I»i,':m:t»l.^^. kl•' il«) mAx Qii•Ihl >Y.>I. s MINTlyll. M T:1F2AD OE I.,.OPIl:ER L.,t1r11'r.l:p I.: . i) TOP .I: 2.,q).,:I.Eg'S ,.' Till' • CIACMD.;;.".:kf>, No..2 KID ;.P T' r P,; 0 , 15, DO T•T' ' ! I Y: i)al11 ' DOT'' CHORD 23 F.> I,.Ic3, 2 • ND. SP BCT 1;T', ..0 • . 10 l)L..I I....'•i. l.:/;%0 : WI S<S .,.?.(4 1,1o.,.T I<l) 5. R' ' t u ^:i»at' matmin ra:c:»a mc::•:» i•rmvnin,mti:mimt at:i:im.9i t tt:::»:»:111:mminim t i.=i rti a•:amiTia.hcnAmmt»imtttn»a»a.»»c»»»c»c»mt =• ,... •... as «t: ;:: •:«r.i i , a 1" T N..:I I li:: L.IJND ;,w :i. 3: PLATE IE11' i ..i i SPill•:::I:I G 24..<) i ri ,o. ' c: « ' . PLATES ARE DEMAi 2ii HOLDIN0 FAC -240TENSl011-359 SHEAR-242 NANOTUBED FROM'ASTH h 446 ERD`A.GALVAHIIED'STEELlE10EFT AS SHOINI FLr1TE MUST DE INSTALLED • ON DOTH FACES OF JOINTS, SYMHE'ileAlritEACEPT AS SHONNIDESIGN CGIIFORNS HRH NOS DESIGN SPECS' AND SSBC TP1-85 • THIS DESIGN IS • FOR TRUSS FAD31CAT1Or .AN ONLYPERMANEHTDH ISALM TEMPORARY K11E100111C, AYS,,REOD)CONSULT • BLDG ARCHITECT OR ENGINEER. t i f r r a r t O O r l a c I a k a I I r 1 3 r I d 5 i r I l l C y rT F 1 I i l I X t l ftftfai1bJraOctafi1Oilend 3 1 9 9 0 r r i r c l 1 1 1c121ITrtettI1TPariilyitapaniJ11aPi1rr651 1 n r a v a k a r a n a a c m a u k m a c n c r r n a r a r r k n r I L n c s t r t i a r k u r t k a c n r a m c a k a k k a T O P C H O R D B O T T O M C H O R D W E B S R E A C T I O NS 3 1 1 E 1 2 6973402420324593350 23441636335350LIIITOiIC66LEFTnig I T 6 S T A P f G C i I I 1 S i E i R I GEI T H E I G H T 3 7 11tItIti t i t i L t I t k k t k I L k k k t k I J f t 1 1 1 1 1 t l F I I n X t a T l G t 3 S i t11111111IL11IIf10t1tiO Ca.t::: Ia: mei'• a T P2:I.-••TER.l•1-•1:n:dP•tI'iI RM I:,roie+:::•1: BI,. 90101211 1•rusd :ID N ,:a TOP CHORD BOTTOH CHORD NEBS REACTIONS - SIIE 1-2= 9M 3-4. 0 2-4=-1020 4=-551 3.50 2-7.-147 4-1=4453 3=-147 3.50 L !IL : TO Plt:,:0-1:I LEI'T HEIGHT 0-? 3PAP1:3-0 ' RISE:3-11 RIGHT, FIEIGHT:3-11 R i >I $3 hl3: ri.l:11111'1 (,LADE: (X1 I .Ln lIi1 (, X) •, I'isl L . 0 ` s I'(JI' CII-1(31 1) .'.)K6 I,'.i TtC1T1 +I I t+ J.<<c#, TtI:tT' 110 :•'. 1<l).•,••;SP. L!) 111:i1 La,., 1..;:..:<.O .'. (a1liiXti.i t,..'.14•I`lu„aT I(X),;I ec:•: ,.......i .. ..:.......:. rt:....._edN'.:_::^tL:L':::»:::(•Y:;:.^.:::::CkA:;9:.^.:.::,:.'.:a:::L.^.i:'e:A:`.:l::J tit:::.'.L^J::::::::^.::'_:::: R'::.:«:C::WI:gi:::ICIi ::C'II:I n i 1 a s, ;F At,I `ltv . .0 i n„ ca <-„ .. t• 0I R1_ `a ::..:.. , I1..,L.•1F 1 Ill".) . '.t.il ; I`IL.P 1,tl_•I2: ;L,., PLATES ARE BENAX=20 HOLD1118=240 TEIISION=354'SHEAR-242 NANIIFACTURED FROH'ASTH A'445 GRD A GALPANI7ED STEEL(EXCEPT AS SHONNI•.> PLATE NUS! DE INSTALLED ON'BOTH FACES OF JOINTS,. SYMMEIRICALLYIEXCEPT AS S(101111)OESIGN CONFORMS WITH NOS DESIGN SPECS AND SSBC,TPI-05 THIS CESIGN ISTOR TRUSS FIIBP.ICATION ONLY.FOR PERMANENT A110 IENPORARY ORACINGINHICH IS ALWAYS.REODICONSULT DLOG,ARCNITECT•OR ENGINEER.` i 1.. C:,. [ ..: lr ;r'::i. ran 5 .0I _ 000 3I:2 ..I'::x::.= :.;; < <M U )El :::••.+`.;;:•. T-':dC;:its•'.cxn(0r • 3 1:RI•••1LC:I1-'•1ik-1RRIIP:A 14ecl fir'(: 2/. :1.03053:1;5 1990P:, r o ;:, c t 1I 3 9010121 1 Truss :I D 3 (3,:R:3 17 a rn:i. T. Y. if . 2011pan3 .1.1 '.-.:1':.._.........._.. .._.. Oita nt,i.ty 3 :I. To Pi tc11 ., 23..536/1.2 TOP CHORD BOTTOM CHORD WEBS REACTIONS -.SITE -_,:-- 1-2= 650 4-5. 169 2-5.-1156 • 5.-1002 • 3:50 2-3. 0 5-1.-618 2-4.-17B 4.-712 3,503-4.-522 5.- 7-14 5-7•-.t.4 11-8 1173-i 2 577-44 1)t5 2>c4 1-- L: i' l I L TO !'It i 1 9 LIT T.' HE pl!' li 7 ,SI' ill i t it 11SE 3.' 11 11IGHT 'HEIGUIT 3711 1 ...._ ... _. ...: : r: -- 1 .. , :•: rf 1 1 r anf cI1)IINr, (I .L). !ry1;< TIJ•i`,T PII:II11'IIu1 firuv)L.• o Ll_N,IIitrr Zll) Tfal .4' ) r7 l iF, . O t I ICTRX) . *6 Idtr .'. ICX) r)1= 1( M J TtG1 f T I C i') BO f (I 101'O" 16• I It) •'. I<l7 61: r Aua71 O I' 1) I I 1 ' r',0 W ltEa 21 el. Plta > ICX) ')I1 1 ... f....t i 1 .. .. S L1 I _C ••i 1TF I 1 1 I IIIIB, I .r 1 ! t1'I I .1. a t,1•:•fl( III(., 211 0... i n " tr t . RETIE -TIT :Iv r THE:3:1.5> ,IU1 116111 ,'IHLi., 01 .PIEEPI1dl._Ii£) I. :'. ' um" 11f2DL• BET I0l..J::fl .IIJ.LI'•I'l6 1 2 ' 53..' 3 -ltJ I':•••t • CI35 .1. :I.()., 4x5 11-3-]:2 7-a7 1.2 FLUTES 1RF BEMAY 20 HOLD11107240 TENSION-359 SHEAF 242 NAHUFACTURED FROM"ASTM A 446 GRIT A GAL6HITED STEEL(EXCEPT AS SHOHN)`- PLf,TE MOST DE_.INSTALLED UN BOTH FACES OF JOINTS; SYMMETRICALLY(E10EP1 AS SHOWIIIDESIGN CONFORMS WITH NDS:DESIGN'SPECS AND"SSBC TPI-85' THIS DESIGN IS FOR TRUSS FABRICATION:WILLEM PERMANENT AND IEMFDP.NRY BRACING(WHICH IS ALWAYS.REOOICONSULT:BLOG AWCNITECT OR ENGINEER :; A.i:;,.E.s3 Ve l••.i ton h..::''•:•.._._: _......... 0007"i9 • 1 ...:..___....._.' •::NARI:I:I4EZ.."ITRUSS;::•; ;::{;::.-:=•_ t.;t.t0.ofier a I' T-•"fl:::(:.11--IitARPtERA Wed Oct 244 :L:':; i9g 15 1990rTojectUr, 'ibab:I..'-aa Trtx. _ ::: ,.tID ; 6A 1=am:i.ay 0 : ii5SpAn • : ,:,••-o • Ouan,.:i.l.Y t :I. `op h':i.•l:r_li . 5../:12 MP CHORD MIDI CHORD a.P.1 REACTHOIIS - SI2E ' 1-2.-144 4-1. U 2-4, it • 1=-176 • 3.50 2-3` 0 4=-176 3.50 4.-144 a—c X. E O 1T . ra_7l-. 1 r,F o Err'r: •>7_s ri 4 n a • z„r ii,7*,r. r_,. ni am..i ii.i.`T •n_. sa..i•fr3'. ir.0 ... 1... , .1 rui .f L7 ltl iti .,. . ii •.r u • err •u I OAD.:I 1 It f 1 ' I ) • • . I 1 i'?' : III >(>I > PI ! !•I.I I I111'1 t",I ADE• (]I 1111 Ll.'I I L_ t) " • '00,1 ItN i Ill1F u; 4'1!y •• • 1,1( s'•••ILI) (31:', f (H 1• l"...1_....016.. tu_0.I` :. •I lu..2 IC<31,. • •. f• - :: I1();. I I'( I l II'11t I a>- I I :111i ! ,; I :'1( III( /1 f) I n (t;r (.. III1'tIII 4,1.:: f •l l...ai I a 1),..I t IIGt..;, lll. I ILEI'll l•..l. > .I., PLAIEE ARE III1A ) HOLGIllG °4 TENSIO 1 35S SHEAR 4r Nr'.IIUFACTURED FR011 ASIR`A 446 GCD A GALUAWI.TED STEELIEY.CEPT AS SHOWN,' LATE MUST BE INSTALLED DtI POTH FACES OF IOINIS SYMITEIRICALLYIEXCEPT AS SHOII:IIDES1GH CONFORMS WITH NUS DESIGN SPECS AND SSBC,TPI B5 • 1H1S DESIGN IS FUR TRUSS FADR1CAIION ONLY:POR PERMANEI;T:AND 'TEMPORARY FRACINGINHICH IS ALWAYS REODICOHSULT,BLDG ARCHITECT.:OR ENGINEER C:»G:.S I:c• r•s:i.On t;»-`:.,.,.., ..__............__I: 0000ioo _I._-::------ =.;;:• :::<::f'U-lir'T•7:NEZ..'T'I .IS.S>>•:.>...== Ck.f s t.ca 1" x 'i l:a 1.110I.1--7ioi 1;:REER(.( awl 0 L 2/1 :1.7: 59:230 :I990 r',..t; I .ic1: ;1n T01.01:21J. i'rl.l s F.1 .1I? . OW; • 1='.T1 iay 11i . 205 TOP CHORD BOTTOM CHORD WEBS 1-2=-234 4-1= 0 2-4= 0 2-3= G 3-4=-234 LEFT` lEft:;i :-1.-"0 IlilAh:5;;;&. .11 SI:: --1.1 1 IEHT:::HEI HT:3 11 I: ::G:':::::::::::-^.:G::::...._....:.::::::::::::G::::-:::1::::::::1::::::......... ::......._- ,......:.. _.-••••.. .-.--”-----,:::::-- t ......"... 1 1 ...-...... G_..-.....---::::-- I..i ,..„.., I1,10 11 ..>I:.•I T'I11}..s P?J: sci:s.• P'i:1.11:rilt l l (..RADf .0F. 1.L11'L(?L.F2' i; I... •I) TO• ? 1/}11• •.1.o .('111.111I). A.3<6 I1«,»12. ICI),SP. , i.0 O. .1.• 1i ,.00T l L} i .0.. ?5'i '' VOL, • (.:I"IORDi.,?%KF., 11(5bi ,]CI), >1,. Iai:11 1•. ... a .A.0 1 1 .1 i:.,•"..' 1.::; ,.360. lkI1.1.+E, .,1:.:64I . 1,10••.' , . I<I) cl G:'.^..=:::.::- ::::::.::::::::-1:::1-.\- .:::: r..:ii....-........ G::--77•-:---'tl ...1..1.: :G.......:..::'::-..,: I .'.. f "i•I ' :I., 'sir l ltllEi I' ., 1 1:AI , 1....33.... '.`fiil 111 I111i :?l.1' e.) ' lii.I.,IT.Ti. VI `:i1II ,.,I...,,tl•,L..Li: .NO 01i;.1IE11*ITIi,RS. '•,'1. FLA1.5 FIRE BEIIAI-20.F0LDING-240 TENSI011-359 SHEAF. 242 ItAHUFACTOREh FP.011 ASTH A,446 IRO VGALVANIZED' STEEL(EXCEPTfAS SH014111 FLATS MUST DE INSTALLED • 01190TH FACES OF.JOIIITS` SYIIMETRICALLY(EICEPT.AS SH0HNIDESIGN'CONF0RMS WITH .NUS DESIGN SPECS'AI& SSBC TPI-85 THIS DESIGM.IS FOR • TRUSS FANR1CA11ON ONL'Y.FOR P.RMAIIENI,AND IEMPO`RARY BSACINGINHICIFIS AIWAYS gll1CONSULT:ILDG ARCHITECT: DR PNGIIIEER.. REACTIONS - SIZE 1=- 286 15O 4=- 286 3.50 A .1.:. H .,3 tlr_••r'le i c_ n 5 . a..;:: --_--••- r _..-- —_ i1U0 3 71 .( =-_ -. •.::=.:;:•::+::•:::I'lulls'fa:hlCZ,'('ItLJwiS:•:.'-:x•.>=== CCu 114. kc:utt: r- : YP:f— i ECI-1•_;::t'd:::1.:::.f•'F: ' !Jed 0c-t, 24 17:59:II5 1990Pre..:)ea::1. II: 90i012:1'1. • TrL1s_ .I0 . ;Mr; Fain 1.:l.y IT - 520i,p0r1 : 1-66 i:IH.Anti l•r : Top Pitch,: 5./12 c.:::-:».:.:«_-..»»»» :T-ac«L:::: ::••-:-•»:««:r. a:x.-:::s':r.= ^::_:_:::: •:: :ec:•:_«:».:::_:a:= •e:::aa.:r. cs_.:::.+-t»-s:.a:__:-:::x:4.a:. TEF CHORD HiTOti. CHORD WEDS EEACTIOIIS ••• SITE 1-1.-5+ 4-1. U 2-4. 0 1=->:5 '3.50 0 • 4=41, 3.503-4.-54 2-. LEFT HEICH 'r -;; ;SPAN f'••-6 111S 2'1. IfIGHT. HEIGHT,:3-t I (4-IllIIII 1 >l;;y• Xi.• III:IIIP101*I 0 11.11'11:1Et 1,. I). f (:)I > t) {).1 s my 116 I111' iO 1,-2 itt:1l I !" 1 ()t>{) I:iC1'I a II11RX 1:6 Ilt u I<I)'taF' Ji(11 1 •U I J 11 I I l atx) Ialfltt .'I/J Ilfi >, I<I}— al t t .. ._ LI S' t ..' _ C 't •1• . ll, III[ I liillf' I I I r111 :I. a a, al'1d III(,, fl O 11a PLATES NFE DEHAY ?U HOLDING '40-EI15101I 359:E,HEA 42MANUFACTURED FFON ASTH n 446',GRD A • GALVAIIIZEO STEEL (EBCEFT'AS S110101)• LATE ; LUST DE:INSTALLED '011 LOTH •FECES •OF 3UlWTJ, SYIIIIETR!CALLYIEXCEPT AS • SHOWH)DESIOH C01IFOONS WITH NOS DESIGN:SPECG AND • SSDC•TPI-OS'.'; THISDES; ell • IS.FOH TROSS FADRICATION • ONLY . FOR' PERHAIIEIIT'AND. 'TEHFORARY DRACINS (NH ICH.IS;ALHAYS;REM))CONSULT BLDG,' ARCH ITECT.OR • ENGINEER. TOP. E100 :BOTTOM CHORD . WEES 9-1m 0 2-4. 0 L . 10 : TS Pit ;3.1 (3713 )) )) f• 17 )) + ii ( /} Lle:f l' BIC 11T.',1-1.1i aJ .'. 1 YI}IlL 1.. Ll•'•l.tj' Jif;'i':2—! 11lt.111 '. ,1-ir lllFlT.•2—J I COD'S l lr= (I I)' MAXG'01Z='11)11. ' I» 1! T(ll , n 0it:, "COI"'(I11)I:1! 2 Fr IIcy ICU ',I' T OI ) L :, ' •1 C1'T I • el i 000 BC! l l 101-) Rf.> 110 I(1) SP t i:)'Cl fJ ..1.G• WEDS.,_%1<el ,..RD .:.d'' r.: x: x:rar.:r.:::wc:::::: .».:_. _:.:::c:::e:m:uc:S:.-:.. ._: .:.. :...:::»:::....rcr s It. 1 I ll Ll11,11a ! i I (111 I > 61 'E1( I I IC,;; I L.TI I:1:T.l.•1! TI,L >..>1...;a l.a,L:u PLATES ARE DEHA1 10 HOLDING-240 TENSION 3S? SHEx 2,. NANUFACTURED EGON ASTN A 446 GR0 A GALVANIZED STEELIEYCEPT'AS SHOWNI -` PLATE NUS, DErIIISTALLED DR BOTH FACES OF JOINTS, SYNNETRICALLY(E,XCEPT AS SHONNIDESIGN CONFORNS`WITH NDS DESIGN SPECS'AND SSBC TP1-95 THIS DEG AN.IS FOR TRUSS`FAERICATIDN•ONLY.FOR:F'ERNAIIENT AND TENFORARY DRAMS( IS. ALWAYS'REDDICONSULT,.DLOG ARCHITECT,OR'ENGINEER. 000002 _I =::_=<F9RrFtT7:NEZ. TRUSS :.::.. :._== true-. 1:L, JICC Family IJ . 205 6lllac,-C.I,Ly :I. Top Pitch 5./12 KACT M - SUE 1=-30 ' 3.50 0-30 L50 a•.i.:.E.e, .-• : ,_ ......_..._..,_..__I^ at'c,;r:,s ___.....-_._. .:a'Iran-i:Ll'Iez.. TfiL1SS::.:;.:.,== c r•+.crl 'I 1.::_t 9: l.Cnhe r" : .l F:I.—YL-. (.tl-•-.l::i 1F:l:tF_R) _ Wed ' 0c•L 2.41 1E3:00::1.5 1'i'90 1 r.;.• tri t_'t. i : ` .::,I!i.l 1 [. it C 1=,-,,mi T.y I4 : 21 Sp,:.11 : ..-!.--.I y • Cis ton•t:ity : .I fop Pitch . 5./12 TOP CHORD BOTTOM CHORD WEBS REACTINS - SIZE 1-2j-114 4-i= U 2-4. O 1=-140 3.50 3= 5 4=-140 3.50 3-4=-114 A; It —Ill L-1.x. a-10 f-f:S3' TT,+TAT 1.fT Y.'+t.t"P•1_Vf.1—i 7 C'Z)1'1.1 +?:_11'A .M1.1TC°T 1• II l lILIL 'Ti++il E 1 •.1LL11Lll\t l • 1 .LV J..) Ili 4 64 ', ','1I1J2 .'' 7 \i i. 1 L \ I t?c1T IIIt,• !I'>!')' 16^i} r 11 lid I h OF,: I. 1? • 1.O = > '7 i,l' ' I (:H (' 1171 Si P 5 I lcl KX) f L, r? l;i XtIY'f 1 ' I i '7:1 Ctf11 i I liJlil) .h i Nc;` hO "• al' t u l l a I C) 1il l I ... .; : ).•.:/.3 i) ,. IJLi:Xt`, ;.: ,, ._8<qf• I ll.l„..i . I<X), 1.11_, I l: ! I it I I1hIYc I > I I r'I I ,.I. ;- i,h',hf I 1 It.":'1 t7 117 rcl t.. .: •• L_NI ! ! f .I:'•11 '.. Y I L' ' ' S llll I'i l I .Il.h I. IJ +i 1. I It:J,. l.H , rtrT_c rF 6EI!A) '2U •HOLDIIIG 240 1EllolOA 1:4 SHEA ,2 AA'1UFACTHED FROR ASTIS ft 446.GRD A GALYAIIIZED STEEL(EXCEPT AS SH011111 LATE RUST iE •INSTALLED 011 BOTH FACES OF J5I1113, SYBHETF,,iBALLY tE10EFf'AS:SHJWH)DESIGH COIFORIiS WITH NO9.11E9I614 SPECS',AHO SSBC,TPI-B5 THIS DESIGN 1S FOP TRUSS FABRICATION, ONLY .FOR REF.11AHE111 AHD • TEHPORARY.BRACING IWHICH. IS ALWAYS :REOD)COHSULT BLDG ARCHITECT:Oh AGIHEER F. ,.t-- on ......_-._.._.-I. .. 00CIO:I 'j:.:...-=-=y ::1-1AF:T II•IEZ-TF:USS>>>: i Ft. i EL: 1 , d Idl i, bled Oct 21 18:00:30 1990 1='rt-,-,c .:1 i;Z ya,. i.01 21 A. II"Ll5rf) - ;i Cf_: FainilY II : 20,5 pail - IiHiorrt.i."L, :, TOO Pi•CCh : 5./12 TOP CHORD BOTTOM CHORD RESS -} REACTIONS - SIZE ^ 1- 2.-204 4-1= 0 2-4= ') 1.'250 3.50 2- 1 u 4 250 3.50 3- 4=-204 I,. LEFT I!i IClf1 !. :1Q 1. f Si!91f1:471l1 ').11 l`:C:1 ••• RIGNT;,IlT 1_.(:) r',:o:I1•I11 • i I'':3I"' i . .• ..11h1::.;. SI..L 1: 1F,• ;() 5 ().:i,a TitC11'' I :Lia IJlca l L:.. :if...0 II: w IN. I lllltf I ..,;i ! 1::.,a'(L. L,,a,,, 1 L'•,JI 11...L:. , I,I,..;IY 1' 1111.1:1'11-11T1 •,Itr1I51 C1T';'I l.11'9L,I:P: 1 t.tl (I IITI t) t.'8 E., I Ha ,'•. 1<I) P 1ti: 1'T (.I11:)R1) .21.6:' Iht,.' I{1),,>I I, JL::k;a i ', Y,..1.11(3 ! .:. •l ;, PH: 1. , LN ,"FII 111 1 f Sl _ :L PLATES AGE BENAX-20 HOLDUh 2?3 TE1IS1011-355.SNeni 2.42 NAIIUFHCTURED FROM AS1N A'446 GRD A' GALVANIZED' S1EEL(E%CEPT"AS SHOWN) PLATE: OUST BE INSTALLED Ull FdTH FACES OF JOINTS, SYWIETRICALLY;EICEPT.AS"S11011100E91Gt1 CONFORNS"WITH NOS DESIGN. SPECS AND SSBC,TP1-d9'. THIS DESIGN IS FUR TRUSS FABRICATION ONLY.FOR PERMANENT AND, TEMPORARY;BRACINGNII1CH IS ALWAYS REODICONSULT BLDG ARCHITECT OR ENGINEER.' 7,,'.• 0 A.C.E.S Version !a.t..., 410 )===.== q: 000005 :1==,======<<<<NARTINEZ.TRUSS>>>=== 1...us-tomer : TRI-TEGH-DARNERA , Wed Oct 24 18:00:44 1990 Project 0: 90101211 Trusa ID j JOB Family 0 : 205 ipan : ti-.1 Chian t :I ty • : 1 • Top Pitch : 5./12 TOP CHORD 8000A CHORD NEES REACTIONS - 511E 1-2=-223 4-1= 0 2-4= 0 1=-273 3.50 2-3= 4=-273 3.50 3-4=-221 E 7-...:,. .. T--- LirZ24,',.• L. HL...TO 'IT:5 —8 —4 vi.EFT HEIGHT:1-8-12 ,SPAH:5 —3 , —11 -RIGHT HEIGHT:3711 ' f'SP) , . 'MAX STRESStS ' MINIMUM . GRADE OF LIWRAER L D , TOP 2"3=0.22.3 TOP CHORD :.4.4(6 116.2 -KD SP TOP 30 ' :DOTY 4-10.04O - .DOT CHORD:2*6 . Ho.2 RD, SDI'' • F;Orl. 0 a(?DEFL.< L/360' WEDS ' A2*4- No.-3 pa) s . INC; 1...111‘ift • :L. 33 1,1...ATE: '.1. 33 SPACING,••:: I ;EFET T VE: - ' • NO OF' 1,11.1.1,11DIMB RIM, ARE BEATA-2D FOLDIMG -240 TENSION7357 SHEAR-242 MANUFACTURED FROM ASIA A'AiS GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) ' PLATE OUST BE INSTALLED ON BOTH FACES OF JOINTS, SYNHETRICALL)(EXCEFT AS SHOWNIDESION CONFORMS WITH NOS DESIGN SPECS Ano SSBCOPI -85 THIS DEENA IS IRUSS FAARICATION DALV.FER FERMASENT AND TEMPORARY BRACING(WHICH IS ALWAYS REODICONSULI OLDS ARCHITERT.OR ENGINEER. f • , .1 • 1 A r1»i; E» Ver_,ion 5.. __--.---C r)O•"aao6 ;I\=_,= == NARTXWEZ.TRUSS:.•:::•:;::;:•_=,= t.omer " ' fa •I ECTI—L:(-IF•:kERA bled Oct 21 18:00:59 1990 1-r•o 3.. ci }I: ''G'tC.1.1I:L Truss ID 361{ Family 11 . 205 i p :: • iluan•ltv 1 Top Pitch . 5./12 TOP CHORD BOTTOM CHORD WEDS REACTIONS - SHE 1-2=-133 4-1= 0 2-4= 0 1=-163 3.56 2-3= 0 4=-163 3.50 3-4=-133 L . OL TO hit, :—6 — 7•:• a:a .:. - • l... Tn { LEFT .:.. 1 u 1 a t. ..L .Y i1L.L .1 RIGHT t .0 r.::::::::::::: _::_::::::m: u:::::ax::r.:::::::::::::i:::a:=:ki::::c::isa:ruv:e:r::a:a:::•:e:::::::::::d:a::=::::::e:::»:v:::u:::::• i:c::::: M.:::::=::c:cci:::h:::ac::= I...0(1):1 NO t I 'tiF" ) • I'h::1 /, f I .I.::S13ES 1"11:1•I:1:11111''I'• 1i RAT/IiE `f.)1=' 1_.1.111BIER i._ 0.•'T'(:11' '.,;?.:.•ii::.U.0E36 : 101"•• (::I-OGii).e':_':(;F.> .: 2'.I<D.":51 .:: -• oef'O ' •L;; C:f.1I i': , z}_..:l.::=0 017. T>(_ r. C.:1-1(:1Fi3:2:R6' I Ir_, ':; ?' I<ll • !'1• DO FT- .0 •:I.{) 1)Gia L..,. . • I_./:;6o 0111BS :. is:'r.t1 I•Ira. :T K1):.:13P is>T'I 1 :,.. I 11C. ' == I1..6E:• ` =• A'. •a.SPACING ` o c` F- f':EV (E• ' PLATES . ARE FENr;I-?b HOLONG-249 TENSION-359;5HEA,-212 NANUFACTURED FROl1 ASTM 046 GRD A GALVANIZED STEEL(EXCEPT AS'SHONNI PLATE MUST NE -INSTALLED ON BON FACES DF JOINTS, SiHMEIRICALLYIE)CEPT AE SHONWE5IGI CONFORNS.NITH NOS.DESIGN SFECS AND.55BC;TPI-85 HIS• DESIGN 1S FOB TRUSS FABRICATION DNLY,FOR PERMANENT AND•TEMPOPAPY-BROMG(WH1CH 15.ALWAYS•REODICONSULT• BLDG ARCHITECT OR ENGINEER.. ' . iilt ti.` -o. _. x. _., (iVOVi-I_,..-_'__ _K. 11hZTruss.-: Nr' n i.. c_ r. i. 0101_1:11 Truss^ID - :iIB lied ly .L2••Oa:15 7.940 Family }} _ • OS 3 t:h.ir:+ntity - 1 Top Pitch 5./12 IP CHORD 50ITON CHORD NEES REACTIONS - SITE 1- 2=-43 4-1= 0 ;= G 1=-53 3.50 3= i' 4=-53 3.50 43 L af. TO PR : '1"4:1 LEFT fiE!CIR.:.1 871.2. SPAil:.9.-, . • RISE :2-^.. •PICt{T.:-1E;CUT-:L=3_.. L.:(] ADI II_ (I': E)• I'I'I:H:LIIl-ll') CrR(1T7E°(]I'=..1.-L}tlftl. 'i L:. • I) l i:N , ) J L + 11.?F CHORDKT) fril., 2: 14 I5 •fi:O ( ..j.:J r 002 t:C}'1. CIU.11<T?,.'1•c5 .11ta.:..: 1<T}:.>I J.t7: T:I::F I •L../ rc;O,:. •lrJliiBS , 114.4:: N ..'wi,` I<T7';iil=' 11< Illr II a: >> ',I"'Flf LIU,,; Ayr. (7 1r; ra t...•,; l,LI•• 1_!.L I.I E iJ1fIJ.:..,...11..S. WED. IH l'• f.H ':I'11111tT..i Ei L. FLATES :.S tEMA 2614.NNG-"4V IMETON-359 SN AR,242 11MUFACTURED F.01 ASTl1'A:44b GRii GALVAiI1ZED;STEEL(EKCEPT A5 SHONN): FATE NUS( 9E IIISTArLED Ull BOTH FhCES OF JOMIS ,YNNETAICALLYIE%CEPf AS.SHONN)DESIGN CONFORH5•KITH IIDS DESIGN SPECS AFID SSDC,TPI 05 THIS DESIGN IE FOR TRUSS FAERICATION ONLY.FOR PERNANOIT, AND•IENPORAk'f BRA ING(WHICII iS.ALWAYS AEOD)C011SUL1 SLOG ARCHITECT:Ok ENGUIEER:' A_l.:-II .:. Vet- 5ion —==-=.-==E 000000 :I- J alARTIPIEZ-TRUSS :: === t: u 'Cctner 112T-YL'Cl I-148I PLP. bled Oct 21 18:01 :31 1990 1rdt- c iercI 1 :: ..101.:C-L1 Tru=s 10 : CiSLt Family 11 . 20=1 12 t: AAllti Ly : 1. Tap Pitch : 3.536/1.2 TOP CHORD 47TM CHORD BEDE REACTIONS - SIZE 1-=- 74 5-1= 232 3-1=-277 1= -297 3.50 2- 7= V 3-5=-277 5=-442 3.50 0 5=- 224 3-- 11i+i 7-5--.1.2 3--11-•• 111 :i-iA-19 1 fL . TU Ph : ftl itlSf:. 3= .I. RIGHT I'IEICIIT:S-11 L..ttrll? J:IHGi (I cil':•1 : I'1i1:{ !3'(I'il::i iE ;ii hia:Is laaHUM . (:,r nlil: (al-. l.:.ul'IT;L I"t L: -:I). t T..lal a.».:.I::: {)..1 2 •.:: :1'OF. I:I-IORI):24?6. I1f:1.2 .1..SP .. t f G : 1TO 1;;i ItCl'1 t L:::Ci.; a.<I.I. r<I"".:1T•.(::1.1O if) ^. Kl) . al=.. J.../36±J ••bllE: t17 . M'1' 1%10- • I<I)- SP••:' TI: I:11( 1 1111I1 1> PLATE A l = :I s,.> I•A 111(3 1' 0 I n t c LI=•ETI'l 'EVE S FI,ESSE...S ' i to T I l.,il_t) 1 IL:t. or:: 11EPIf. LEFW L 1.111:E tq. H.Ell.t(1E:1.-FI :I.2L3:1 .i. .I. : SATES ARE PE1511 20 HOLDING '0. TENSION 35V SHEAF 242 MANUFACTURES FR011 ASiN A 446 GRD A GALVANIZED SIEEL(E%CEPT AS SHOWN) PLATE RUST DE INSTALLED ]! t DOTH FACES GI* JOINTS, SIMHETRICALLY(EACEFT AS SHOHNIDESIGII CONFORMS WITH NOS DESIGN SPECS AND SSBC TPI-85 IRIS DESIGtN IS FOR TRUSS. FABRICATION ONLF.F'OH PEDMANE111 ANu (EMPURARY BRACIIIG(WHICH IS ALWAYS REODICONSLT BLDG ARCHITECT DR ENGINEER.^ t:_L• :)er_lCJI —•---=_=C C•" ;)„ 1==--__= :bfAF:f1PIEZ."fF<LTSS::.•r — I I% - : t "t..! 1- 1a6t-.1 l,: Wor.l Oe: 18:0 i !!7.19y0 1•1-_ ;•r J:.l .f,.•14r.L;211 irt.ts= if, I.:.IC.si) 204Fnrnil)• # ou ti"#"1t/ 1 ICF CHO B;ITTO:i I:465L HERS 1 =-114D 4-1= 10E5 2-4=-1140 J 3-4.-522 1 1.1L Tr1 %:11--(1.-JD I, LI3, 1 1.l: ' l LEFT '17• 11 lIpE•3;Ji • `17\ T I/Yl(HT;3 q.l.-. ToffPitch 3.536/1 REACTIONS - SIZE 1=-62B 3.50 4.-1028 3.50 i..l: lF'11,111(3 (I 1') I •>TI I I:Ii,lILI:LIIIIIII'! "CII'ir1:GIE.` CJI 11.11''11(I 1- 1 I,.: T) i;i > .). 1.5t I'Cd- CI 1OR1):::23<th I lt, . ` I<1) .,I' 0E' -,.,.) 1.: ,... s: CJ"T f •!••-.1.= p.:`.i;:its 1'I:i'f-C.11C)R11 ?:1(6i' I1t) :? I<D • ali' •_. lai.l' I'l • •ti) ;l UEia L:,. ; L../::iC,<) IIJImIa::i 24<1 is.10'::i I<1D .S1' 9 l li 111E 1..1...11.1D • I .> I I (' Y L .5:1 SPACING". NG". .11..0 111 :o f_ 4 1121",. I. H O .. O 1.1111' I t:ll R S 4 ... T.L.rI, f.l. I a..Jl. ,.,11,12.,.i„,I:.., hu1 I :1. -: IINT:I 111 fI .C":IL.IIJI..I.N '011.1`T13,..1. ,:.• L05 : :I.7 iit:; FLATES ARE EEUA) 2, HOLDING 24' TENSION-35'Z SHEAn-242 !IANUFACTFED FROM As'fN A 446 GRB A GALVANIZED STEELIE%CEPT AS SHOWN) ' ELATE HOST BE "INSTALLED D6t DOT1/ FACES OF JOINTS. SYNNETRICALLY(EICEPT AS SHOHNlDESIGN CONFORMS IIITH NDS DESIGN SPECS AND SSBC TP1-H5 THIS DESIGN IS FOR TRUSS,FAPRICATION ONLY.FOR PERMAilEllf AIIN TENFURARY BRACINGINHICH IS ALNAYS REOD)CONSULT"BLDG ARCHITECT OR ENGINEER. r l t C t I t a r t 1 I 1 4 1 1 1 n 1 4 1 I I n l 7 1 7 1 1 a 1 1 1 1 1 1 1 I 1 1 1 1 I 1 4 1 I I 1 1 I 1 t 4 1 7 L M I i E 1 f 2 L I S 3 t I 1 1 1 a l t t I I l I a n t t I VI11 l I 1 i h l f F i l 1 1 O h C I E l f r I L G L r 1 i i r 1 1 1 t e 9 I t t i l l L i L L 1 F r i t t t t 1 t 7 1 r t 0 1 1 tL i l 1 t I t 1 L I e l t a 5 I r 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 i 1 1 8 t t t 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 0 1 1 1 1 t I 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 M O T 1 1 I n 1 1 1 I n 1 C 1 1 1 1 1 I I n 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I I n I B n I I I I I I I 1 1 1 1 1 1 n 1 1 1 1 1 4 1 1 n 1 1 1 1 1 n n 1 1 R 1 1 1 1 1 1 1 1 1 1 I I I I I n 1 1 n I n 1 1 1 1 I I I 1 1 I 1 1 1 1 1 1 1 1 1 t 1 1 1 1 T O P C H O R D D U T T O N C H O R D W E D S R E A C T I O N S S I Z E 1 2 5 4 4 1 0 4 0 I 6 6 3 5 0 0 4 6 6 L 5 0 3 4 5 4 1 1 r T o t t i I E r T i w 1 0 1 T 1 1 7 1 1 S 1 0 1 1 1 f 1 t I n r 2 I t I G I I T H E I G H T 2 9 I I t 1 l l t 1 1 t n I I I I 1., .Ei:.a V - i011 5,, OP.:::::•::nm::::.,:. I 0001323 T:::n•:n.,"nn n110‹.::. 1'61I2'T'3+MI:Ex..'1'I;I.J:SED.:,,:::•,;t.:::1nn,:a t.It.Lomer• ;; 'II I. —TECH —.i.tAdRl.l..RA Wed Oct 21 10.412P59 1990Prcajecl. il;; 90:I01.';;a;l. 'T'r.uso :ID . 500 Family 0 4 205 A,::::::::,::n::::::::0:::::,:,:::,,.,.....,.,:•,:::n:::na:::r•:::::::::,•:,:::::,:,::•,:n,:a:n:::a,•.::.0::,:,•::,::::an.:nn:tnu:nt:at:a::a.:.:tna::aa,::n:annnan,:::Aun:: u:u:nt:n:,A::,,,,,,n .. .,.... t ln.l •tn l..t.... TO CHORD BOTTOM CHORD NESS REACTIONS - SIIE 1- n-I22 4-1n 0 2-4= 0 1n-149 3.50 2-3` 0 .In-176 3.50 3-4n-1:•2 4n-149 3.50 L . HL TO I t : 072 r, HEIGHT:270 • SPAH:0-0 • ri:; ': l .s. r32t,.ir HEIGHT:3--11 n:.,,c r-rc,:.c uu ta:ru r.:::nt in: a ,:i„ru ru n:: rmu::::: utun. • ;.t: ua rc nn in: uA tn:nn:,m, ; AA n:n::: nA ur, uc r.:: nano ta. ur, un ua un nunnucnuct: A:::r.: nnnr, ua ua:u::n: ta: ta(uunA tui tu:uu sa Aan.tun::Juntm r» Ar. ua::AUA cr. tm L.IJ61).CPII'1 (l ".;,I-) MAX ziaREssrs. ,MINIMUWORAbE,.,OF.LUNDER...' • 1..•D TOP i;MORD;;:•?;i:f.> 116 2.K0 SP. TOP30 1 i DO T l 4 1 0 01 I BO 1. I IL)h1) 2*( : No 2, KD SPPOII010 • 1.1 1 I L.4360 OJI:Xc > ; ycil ' I10 i KD Sr-s _r :a r:,:r, ;', ,,;A:,t.,n.n ..a..n.n,.n..n t a,...a.nAn,i... tm t...tsx.a.u:.t.,v.:uumr.:....u.i..t.ns.tA.t:.u inrn r..:..:.t..u.a:.0 ..A G.R'i IIaAA An Atirt.:. A..:: aA LI: AAA:fnl: Att ASAn Atlt.'.I In:4:. Ap S N.7 h C. ^ LIAMTI TI; 1 1.'.•I'1'al' VE•STNE!S.eF2 Lt.>UO DU:1. LII': Dll"lYllalia'i> xn :C TIMES ARE FEMAJ-20 HOLDlth3-24( 1EN IOW-359 EHEAR '242 MANURCIORED FROM ASTM A 446 GCD A EAL9ANIIE6 STEELIEXCEPT A_ SHOWN) FATE NOV BE INSTALLED ON RUIN FACES' OF MINIS,'SVAME1RICALLYIEXCEPT AS SHONN)DESIGN CONFORMS WITH ADS DESIGN SPECS AND SEBC.TP1-B5 ., THIS LESION IS FDR BUSS FAERICAIION ONO.FUR fEFAAHEUT AND IEMPOP,,ARY.BRACINGINHICH IS ALWAYS FEODICONSULT BLDG ARCHITECT OR ENGINEER. nl.l..,,la",.. .a;r•!s,,,an :5•t.a..: :..::..... a::l.• I;;r,)";;ia.l,,:::n::nn::::nttn:::::•,,.;;.r.;•r,}ra'I ;a{:;.;1•••LCa:,:::ar^J'i•'I';I:PII::•.i:. I:'usd.1.01u'ri" „ 'I'f•:.L••:cCaI 146t1141:1':17 • UleCI iaCA, S:'.! :1.01:{)a ::2O ,'I.ti9O r•i:?ie:dC:l: 1'L 1'L111..:1,.1. )r !r,!s :LO frarlFd f t to .... n:raa.n:u:unt 'n:i.. y 9l "{„) Glttf• : I. taa•t ;t a:uu;•r..:nt su::caa:w:u:nl:cat.:n:nr.:n:nc,nur.::uu:a:Ratraw;naaunuWn:n.::Y.:uua uaan tatu8intw:3:r.:tut TOP CHORD BOTTON CHORD NESS REACTIONS - SIZE 1-2. 730 3- 4: 0 2-4.-1206 4.-1062 3.50 2-3. 451 4- 1.-666 3= 434 3,50 I.. ' IIL ,'Til lt' IC : G- 6 LEE II1;TGI,IT ( 17 SPT11; t,—I3 1IIF.1. l 1 111GII1° FI1,IGIl;:3•-1 ru,: „.:.,r,t^rn.,::.. t ,,.n ^v i i•• ••••t•al i ....1 n .tnn 1 .. .n.ttni i t, .n:..-na n t : .:.n to a.la...it tot tr .nin t utan•al-na:ult-.rmmin 1 ttnni:uri:nntnt= I..t:)(11: l•I M, • ( l' S1-) HA ( 1 I:Ii;ti; Ei*.S Hill I I i 1111'1L,It11111. ()17 • I.,!.l1'1DIER • L.. ' • I? 1t11 I-;;:'•0„ t,9:iti / : '1•(:)1 ''I I fr.:1)32?.3f.6a • '1ICt 2 1(1)• S 1::' I t.n' 5k) I. 5. 0:)1 ! 1::.• 1,30;:.:)A3 DC1 T i',1710 2I}a2*6. 11c) iL' I{1) SP' ; • , 1N! 1 1 O. I.t) 411 I I I.../36. O 141 [ttii a 14I' ,I10.3 I(1) SF: a t t :, 1::•, t• •••,• 1:••t r 111..••nn t r a.t.r 1 t t.:at .nrah..r. , r nlrn.•a t:34: ta¢.a l 1•n,.nkn n 1 a4 IN:.;:t a Oramung..-nCn:in:t C:11:n SIl'i LIIf • n l 1111kt 1 Y, .I 1 F111_ •' 1 Z.Q7 •il ACIIN113 ,..'/I.O ln- .Cl. • ;c. 1 l.:.F'1. 1 '1.'l .1. t, l ... I P 1 •;Sr.::•.. 11C:1:-1J HC),. 011'• 111.,11DEF..RS.> • -r, 7:1. ; PLATES ARE BEM111-20 HOLDING-24: 1 IENSION-353 SHEAF 242 MANUFACTURED FROM ASTM A 44b GRD A GALYANIZEMiEELIEICEPT AS SHOWN; RATE MIST PE INSTALLED ON BOTH FACES OF JOINTS, SYHMETRICALLYIEICEFT AS SHOWNIDESIGN CONFORMS WITH NDS DESIGN SPECS AND SSBC TP1-R5 THIS DESIGN IS FOR TRUSS IABRIClIONDPLY.FOR FERHANENT AND IEMPDRARY BRACINGIWHICH IS ALWAYS REDDICONSULT BLDG ARCHITECT OR ENGINEER. t rl. C: lii:•',: .. Y I, ,: ii 5. pi;.2 I•=s=ma:l:r=n.•, " ^."PARTIP:a.TRl" }`'"=n: Lu: I clinc> rs 1''F':L"-'i L':.CH-X.OP?F?ICF211 Wed Oct 24 100 :.;:I;ii 1990 1'r'ca;ltact 19; 90101...:.1.1 Trusis TO N ,"ii:AA Fa1m:i1y s 205 ia:ans ;1:_0 Wu emiP:i l.; s 1 1"op Pitch 5../12 L:::';::,:1:!::::_:^::::::::,L•t:L::::::a=Y^.J:I':::::::':='II::1:::=:^.::p:::::;::1::a".::::•:aT::::•8•:::•::::.:..:p•,.:••::.. ;. ,., ..,... pt ,. .. .... _.. .• .. ... .. ... ... .. ....... _ i I. .. . .• ...t . t t ..... , .:t..,...t. t....(.I,..(,=t.ip Ltt..it..,, t..,...tt.tt..,t,..t I(.. _..-II»;:=:1=t:'.'::.:t; =3::::l:tl:::f L'=::1 t.:3=: L•:: =:1:=t TOP CHORD POTION CHORD WEBS • REACTIONS - SIZE 1-2: 454 3-4= it 2-4=-11913 4:485 3.50 2-3: 15 4-1=-B63 3: 3B 3.50 4•-2 L . ill. TO PH : 0-0 LEFT H IGHT:e- ,`rnm:ri a . RIS • 71.1.•' IGHT, HEIGHT:37111 1¢•=I'1:=.`.C:F:,:::.:.: :,,..,L'JI:.':::I..i„,::::::•;'.........:.....o.... .......................».:.. ............ .. 1_.............._. i»...... i ........:....._....... ....... "..:: L..3.......t...L,.n.......•.....n:_..,,......at...l».c.....„......t....L...:.,...=..._u...t...L...._._.:......c.rt.3.=...-a t...l.t. na eunal^w:,x.... r. I...i.A'11)4.Pit3 t I st•: !', :: ' Hirt>: S'T'l21'r...>Tnl....t I'I:I:I.41:PIUM i:')RAT)EE CII I..L11,13RI::k' I. 1'.i 'TOP I .3,) , be 1'op L:I••ii r;D:,'cf, 11cy 2 I<1) sr... X..0 T i.i;' .',10 15: T•Ci T i 1— .1 i1 ,`i'`i 3+1:) T t 1.41 RI) ,:' tei I Ict 2 ' KD SP' T'. . , 0, 1.0 . X I::I I... I..f.S60 - blle:DS 2 30 I IO'.3: KT) .:a1= S.:: 4 t' : ....... : : t:.l: 't ,1....t_......t•.:.1...,::0. =R.:i= t. t. t.1.,1...=:...=1..:::t.'.:1===C31::t.:l¢:t_..=.t..,m.,L•tt=,t=:::,1=,t=====__====:t,t==.t.=.=q...J...t==L: STR IN ;; 111111/' I is PLATE: ,:d.:I..;3:1;'• SPOCIls1:4 1?.1..0 .ri..''.ia., c..... I:::I.cl''I::.I• T.1111 1.;t1.E:Sii.'ri • 1.ISE.11` I40. OF Itll'i:hiODF,RS:':I ;I.. FLPIEE AEE DEIAk 20 HOLDING 240 TENSION-35i SHEAR-242 MANUFACTURED FROG: ASTN A .445 GRD A GALVANIZED STEELTEXCEFT AS SHOWN) FLAiE MUST DE INSTALLED ON RUH FACES OF JOINTS SYNNETRICALL1IE(CEPT AS,SHOWN)DESIGN CONFORMS WITH NOS DESIGN SPECS AND SSEC.TP1-135 IRIS DESIGN 15 FOR TROSS FADRICATIO9 ONLY.FOF. PEPNAMENT AND IENFORARY BRACINUIHHICH IS ALWAYS RE018CONSULT BLDG ARCHITECT OR ENGINEER. 8-0 8-0 3x4 8-(3 i .. C ;7 ti4?1"!:': :I. on ::i 000a13 ....,.. ..........=.:::<^.n:.MA laS'b'•:.'•:.":•::: .... Om tome•r t: R il'.t:,l•I-DCI tl I A Wed Oct. 2/1 :18::02:5:1. 1990 1%.rojr, c i )? 2 Y010i211 Ert.tt:. .I::1) ., t::030 Familyly 14 .. 2041. I,•'an ., 5-2-0 • fat.t,:u'1'P.:i.'I:Y :, a? Ti:)I:) f":i.'l'.i:a'1 N 3..536J12 MP CHORD BOUGH CHORD • ENS REACTIONS - SUE 1 52 3-4= 0 2-4=-913 4=-79S • 3.50 2-3= 4E0 4-1= 49G • 3= 449 3.50 f, LEFT uliTGHT:a :' ;>PAH:5-•2-4 111:1E: ?-1.75 HtICHT:2 t.-5 `': I t)i Iv I I Il t I ! ) PII'Ir I hl' I • HINT MUM t,l Ctlll: 01 ' I lJl ITtI I I }> I or 2z.{ roP t NoRI) .'IFF, I ItI {.' IC}) fill` J S t,(.t t 1 1 I ).,t:'4... Eta' CHUMP.: 'I16 2 IrT S 1.0 AEG I ! l f Z:160 WEEDS ..h41 I I(J...S ' IiI)• r, : , t -, i u, s s ry :ps s tr to : a..., ggr, s:c:, t l: I l It P 11DIlt 1. 33 PLATA111 33 t:,l" o I: 2.4 +) i 11. O < ,,. I;T'.I:VE 1.. 1 MOSES HOP, t.131...tr : ; • 1,10, OF PIL.(IDE.ht., , .I. Lill al lJrds1 A1F_IIN_l.I1 1(J.fhllS,.1. .',' '30g.:, t r • "'" l . 1 1 ) LATES ARE`SEHhx-20 HOLDING-240 TENSION-359 SHEAR-242 MAIIOFACTORED FROM ASTM A'445 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST NE INSTALLED DN DOH FACES OF JOINIS..SWIETRICRLLitEI:CEPT RS SH0111110ESIGN CONFORMS WITH NOS DESIGN SPECS AND SSNC.TPI-85 THIS DESIGN IS FOR, MUSS FANRICAT1O11 ONLY.FOR F'ERNANENT AND TEMPORARY DRACING(HH1CH`IS ALWAYS REDD)CONSULT BLDG.ARCHITECT, OR ENGINEE I1.,1....E.. 0 Ve r t..1.oon 5.. I 000014 .I' . ... •,I IA 1 11d1 Z II'tll , l 1l T 1, mer• •: 11 t It_GH-•136RRI..I'4:t ltled Oct. 24 10:03307 1990I•r'o,i{:ct. Ng 90101211 TI•uits .L1) g 030 family, 11 205 • S;l;an : '3...0 i:uan•t.:i.t , O 'Top 1::•a.•L•r11 , ' 13.2 • TOP CHORD BOTTOM CHORD 'WEDS REACTIONS - SIZE 1-2. 415 3-4. 0 2-4=-691 4=-614 • 3.50 2-3. 253 4-1=-376 3= 242 ' 3.50 LFi : H Tull; 0 SPAN:378 I lf.:E 27 IIGHT HEIGHT:.? 175 t" t• 11 r111I I10 ) III iy ,1lll ? I ..) Ill.'.I I I.I*II.JI'I I111f1T)I: I11 .I I.JI`1I{I Il . It t 9. I. 1: ltal 1 e} I :1'1,> TIII CHORD III).,2 KD calTOP:i{)• Ili T la T i 1} 1 ( O, c DOT C I IORD *d) I O 2 KD .SI131.11 1 () AEI I I 1 „ar:.,C) WC.D0 .,2>K4 IIcS;.a', ICD , 11' 1 N I; 0111.'t I , , I I i l l •1 3 `%; Ai l l lti' . rl t) I T: PE21 C,1 t'•.4 l l'il +1.... 113I....0 • PlO 1.11 FIATS' ARE OCHAi 0 FOLSINI •40.TCASION-359,SHEA 24_ MAIIMFACTOFEL FION.ASIM A 446 ORO A GAL1/AIIiZED,STEELIEXCEPT AS SHOHNI''• RAFE MOST DE INSTALLED DN DOTH FACES OF JOINTS, SYHHEIRIGALLY(E4CEFI AS SMONNIDESIGN CONFHHMS WITH NOS DESIGN SPECS AND SSDC,TPI-D5THISDESIGNISFOR•TRGSS FABRICATION ON1?.FOR PERMANENT AND TEMPORARY TRACING(HHICH 1S ALWAYS REODICONSGLT DLDG ARCHITECT OR ENGINEER. A..C..Ei:..S VirYr'_:ion :. ......_... ,, .. .. i)l:L..:..1=::=::::_:::_.__.....<::•:a>InF,Ta:NE::r..•TF;I_IS;:;:::;.;==r=- 4 i':ct:::•Litn,in^ ;; ihta.-••i L::i:'li••••l:a',F?I'tl:il'?.t bJc)ca (7r_•L• :'! :LIcJ;;g2ia:! :L'i'"O Pr•,-.:ioc: l: 1 a ';'(:.t.O:L21.:1 1'r•c.i<._ :Et fO Family 1} '05 aat .-/-0 iccan4Lty :I'fop Pitch g 5.i L_ HP CHORD BOTTOM CHDAD WEDS REACTIMIS - SUE 1-.= 17 4-5= 0 M=.-442 5=-03 3.50 2-3= 453 5-1= 0 3-5=-504 4=-245 3(50 4=-195 PLATE OFFSETS IX=LEFT,Y=TOP):El2=3,2], 1 tiL TO P;, :?—;r LEFT HEIGH :1--O 5PAF1:7--O RIGHT EIGHT:3-11 LOADING t i F'-) I tr=t r 1 I.I: > I' i'9J I I I I' OM 'GRADE .bF LUMBERR L. D l( > 050 l ial CHORD NlRD ,'.i.f.> I lct <:: KD SF TOP 110 I '.'. BO f I 032 2446 I lra KD CIF A( 01 Y . C) . o• 1 I:i.l I..... L,J„>f. 0 ' !1,IiE ds > , "_' " • ; I Ic.r.:`..K I0)..S l I: g 11J111 :I 33 .I 11111 I K , , :. t,l'r"a I II[3 ." 1 i) in '•ca PI:. Fi 1 .L l s TRESSES il'>L-T) 'OPI'll I II ER > FLOES ARE BEHA) 20 HOLDING t4V'TEIht011-359 SHEA( 24:! H6HUFACTIIREL Fk011'.ASTH r1"446 GRD A GALVANIZED STEELIEIiCEPT AS'SHONN) c ATE MET BE 11iSTALLEF UN BOTH FACES OF JOINTS, SYNNETR1CALLYTEJCEPT'AS SHDHNIDESIGN CONFORNS HITH FIBS DESIGN SPECS.AND•SSBC.TPI-05' THIS CESIGN'IS FOR TRUSS FABRICATION DNLY.FUR FERNAND)) AND:JEHPORARY'BRNCINGINHICH 1S ALIIAYS,REGD)CONSULT ELDG ARCHITECT:OR ENGINEER.' 4,1.C.C.S yc;i-'i:i.ot'I :5.5,.. -: 00,013:16 _.._..........: :;:I"I4::T:I:NEZ...TIUSS> •';:.::.=. a: I:'t.tttsWit.er tt T'Ft:C....T f H••••lJA a':E F.5) Wed Oct 24 :L£3:{i:: g40 1990 Pro ecL 9; 90i01211 "1'rt i3F.i ID . JOE F am:iay IT 205 i l:,c.n tt :y..0 • ((It.an'L:i.I:Y :I. - Top 1'-`ltch 5../12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SUE 1-2=-212 4-1. 0• 2-4= 0 1=-254 3.50 - 2-3.0 I=-306 3.50 3-4=-212 • 4.-254 3.50 t ITT T0.. I1T{ :5.,I.i.' : 4., 111,1 ..1 .7 .. m1 i + T r, C,.... ^ :- ` '. :. r~ lYl kl-i.r.•`, .. it tiiil:-11 >. tiE:l4,i iEl lliTiti :) 0 lw.;C l:»::• ::: ..:a...0 ` ..:.:................:.... .... .......... I...0h0S.1113; (PSF; I''111‹ ' >I''F I >`•>! i. .HI il.l i a:afir llll:..l.Jl.'.•I.:.im:.1ER,• 1 ) T (:)I 1 1) ' ',<) a . 1'C11 t 11(:11 I). 1'A'<c1 i It; 'R? 1<T) E3F tOF •,•.3.> .L,. ('t(:111 1 1 o( 1 > .1;0 l III:)1.1Y a'..l« Ilti'.2 1<l)..S i l:l'1 1 c) I.() ).1E..1 I,... ;''I../.,.1<50r;: „' lilli...tt..1 g2».4.<{4 .I lc;:;a 1<XY. S1:: ;. lfill"l))l t> II 1111 '.a a > l(:FIN74...; )IIiy t-.; ' '' I..I I:E.I'Il >1t.L11.1_i. I: 111 I ITta . .I, t PLATES AB BEMAY >0HOLp1Nh 240•TEHS1Ui(-3:1SUEAT >42' 11A11UFACTI1BED FFOIt ASTH A 445 CRD A ALVAil12ED STEELIEBCEPT'AS SHORN) FLATE IIUST, BE INSTALLED UN BOTH FACES.OF JOINTS,. SYHHETRICALLY(EXCEPT AS SHOHIIIDESIGH CONFORHS HITH NDS DESIGH SPECS AND SSBC TPl-B5 .'' TH15 11E51GN'IS- FOR 1ROSS FA5k1(. AT1W1 (NIL FEENAHEMT 'AHD.. TEHPORARY BRAC1116(WHICH ,1S ALHAY5 REODICOHSULT. BLDG• ARCHITECT OR ..ENGINEER.. 1••1-i.:..L:: • Vor :I.nn ., v.. Cuti ti: filer- "'_ or 1:•1-c. tact :11r :>0:1U:l21:1. t 61i,.n ; :1.:1 •-0--:1. 5 TOP CHORD DOTTON CHORD WEBS 1,2. 624 4-5. 130 2-5=-1(196 2-3. 0 5-1=-594. 2-4=-137 4:-500 PLATE OFFSETS (X°LEFT,Y=TOPj:(j5=3,2J, f.- 5-f-,. 5 xs! 000793 •1-::w: M:=-; I'IAP2'faa'!L•'7I'R(.1.99>:^•:`r;?e_^a Wtnrl Qc•l 241 :1.7: 57 27 1990 Tr•t.tt,>e> II) . 'C1,J1710 rairrri.a.;i 49 20‘1 tIt. tant:i.1y 1 Top t';i. Cclt : 3-5:36/12 REACTIONS - SIIE 5=- 972 3.50 • 5'- 6 1 3.5(1 645 2x4. 4 l ) cii _ 46c5 1-' 9 7- 34--1;i I on6f.1113 (1 1 ) 16 t;{ STI'd +.,I ., 131,I 1 mum lal : tT)I: (11 L 1111 1I n 1) ` 1: 8 'STOP l 11(11:1) :' Br, I o .', 1<t) ' I TOE' , , I , 004 V. 4 t I !: ; ! Ill. C I I111 I) : Kr, . I Irt _; •1<i) 31'. 1 IT. 1.) I ) 1 ! I I I t )8,t lJl .Ia . mil' .4..•.':• I It.). a;,:1<1) • S , .• Th 11I( 1 111'ITt I ,, I I t111 .I. , , t)1 AC1:II I(, . i "I () 1It•ri t .. 11...11::' I f I r. S,T I.,:iL... (lllT lJ.)L ...1. Illls.,t)I PII:'1'11iI...1.9 •- .l uicr, rop3. 1 1s1..:,1b11.(...Illtl.l.11l!:)g 3. :... !.,.... ,,.) l.t.54 4, t.., ) . 15 it ..Lt);j PLATES ARE DENAX- 20 NOLDIIiG 40 .TENS (O11 354'SHE1•F 242''HANUFACTURED FROH'.t?ST11 A 446'10,0:A',GBLYANUEU STEEL (EXCEPT 'AS SHOWN) PLATE. MUST BEINSTALLEDON`ED+H FACES or -Jowls; SYMIIETR1CALLY(EXCEPT AS•SHOUNIDESIGN CONFORMS: NITH'NOS DESIGN SPECS AND SSBC,TPI-85 1•111S'DESIGNISFOR !RUSS,FABHICATION ',OHLt FOR'FERHANE1TT AND fEH°ORARY DN.ACING(NlliCH • IS ALNAYS:REDDICONSULT BLDG ARCHITECTORENGINEER. 410 E ..2 :i.nn t » - - F. _ :.: ';;! ,.a':•::,::::_..::_:.:::....:`I'6^d'i'f:Ct'•II l..'T'F:LJSa::::;:;;..;:...._ Ct:::'t'c:merL -r:a:-'T'L•:.ial...itllf'I;.:PA IJr_d Oct 24 :1.5:38:15 1990 P:',, ia,CT.. ii:: 'i)a.U.l211 Yr'(tw:s TO . C;'iOA • Family li . 200 bpi. m :. :La.- 3--:12 (ilttcxn t:i ty : 1 Top Pitch : 3. i36/12 MP CHOPD BDTUM CHORD EH REACTIONS - SIZE 1- 2. 90 4-5.-70 2-5=-1229 5=-1385 • MO 2- 3= 0' 5-!=-769 2-4= en 4.-330 3.50 4.- 499 6- n 5x4 1)( 5 . 3)( 4 11- 3-.1.2 5- 3-12 ti-: 2X4 4x5' 5- 3-.12 I H Ll._.I.i...• E. r:r iEr:zcE.Er (3._-; I't12E t:t---•.L ' s,sL:,-sr . rzr,Er E E ituT:^-$1 I ( tl:'! I I (l: ( PSF:v IMAX ' 1I 1 .:'a1 S - ' I'I'I PI I19UM (SRAD ,.(11 I LII•IZ(L It •' J U Top.' H*.z;) AALI: AfT 1I ... ,• I r1` 1 (1 (ORD196 a • VD SP"f . C;I'-' TI ' J I I( I lJl 11 " I > I I vl fl I' t"•i 'I"'h( I I li .,{ O'' I EK E l 1.1 l b'I::: L I ilea) I II i .; CJI;, +IzII::PIItERS l.J1 OR I'I' 1.1:::1 bll..la l ,t(.J I I Il"?> .I. .. ' ' I I.5:; PLATES ARE BENAX-20 HOLDIIiG 24') TENSION-359 SHED 24'2 HAIRIFACTURED FRON ASTII A 946 GRD A GALVANIZED STEELIEICEPT AS SH011111 • F_H15 DESIGN ! S FOF. TRUSS FA5R1CHTIDNARLY.FOk AND TEII,u uIiAA LATE VIDE] BE INSTALLED CW BOTH FACES OF JOINTS, SYIRIETRICALLY(E%CEF'T AS SHOWNIDESIGN CONFORM WITH NDS DESIGN SPECS AND SSBC,TPI-8 I5 ' v 6P, AC1NG( WH1CH IS ALIIAYS,REODICONSIILT BLDG ARCHITECT. OR ENGINEER. PEPNAI1El11 __ G E i V t r i i o n E 0 0 6 9 A R I E Z T R U S S L u t 7 t i J ii e T P E i U H B A R R E P I W e d O c t 2 4 1 5 3 0 3 0 1 9 9 0 r 5 S p a n L C Q u a n t i t y L T o p P i t c h 3 5 b L i T O P C H O R D H U G H C H D R O E H k E A C i l 0 1 1 S S I Z E 1 2 3 4 5 4 5 3 2 2 5 5 4 B 5 6 8 5 3 5 0 2 3 0 5 1 3 2 7 2 434142350343014085L3405 1IYx5Ltr34451385 1 3 4 4 5 4 0 L H L T O n v n l e 2 L E F T H E I G H T 8 7 B B A o 8 5 a 3 B I o r 3 1 R I G H T H E I G H T 3 I l l t 1 1 1 1 1 1 l l l t a l l t 1 1 1 1 1 1 1 1 1 1 1 1 O R A T 1 1 1 L 1 1 I l t l R I L T t t r I l l 1 1 C.L: 'iS VC•r °i iC'jr, `,; .. rltj07E:q cC_1=___._....,:..:19AFtfThlkZ.ThIJJS:::::>=-= i_u_i1Oaiti.tl' . .il=:a.-TECH -th'i='PtEPii Died Oct 24 15:13:06 .1990 i'ruie•cC it:: `;•0:1014%1:1 Tru:_s .1D n Ca0 1=ami1y 44 : 201 Spoil `_'—:' :1.I. t:r_anti.t.•; : 1. Tap Pitchy J .,36/12 TOP CHORD BOTTOM CHORD NEB REACTIONS - SIZE 1-2=-131 5-1= 414 3-1=-486 1=-497 8.00 2-3= 0 3-5=-4B6 5=-743 B.00 3-4= 0 4-5=-376 r rr tlrrr:t.i a.:..a:-_ t5 , c PAM t '- j'a' " 1 11' '4-:9.. It F• IEI• CEt1':=+ • _o•r ic.r .. -.e.0 . ',- r.rru .i i ..r. • n .. . r r r r a r .. •.` I .I.r:,1Y:1 t Io(!' >I I L1 Il,I ,al i I I I is I Illl I. fJh„111 411 I 111 Ilill I 1 Tr Illy 1-r art 3 1111 111(11,JC): , itt.> II() OP. L..i IItT`T I it(1T • CI•IC 0:< hot `I lc, y 1tlJ i f'' I ri 111 ! i I .; J4u IeII...F.(13 i<!!.) I Ita.,.a'; I(1) :al=, STN.; alll •I 111'Il I 1 I i tl L., >a ••>I C,Clllta .'r! r) .Itl tt6 t •;., I. (.I 41.5' ., I I L..:iS,l I I1:1 f 11 ,I_:1) 111.1.: (.11_, ,I Ilz:l"Il. L..I,a :. :1. tlll.l.l•'(:11,11 •tLi:TliL..L..II ,rllllll::;,... •.., .F.,.,.. ! I.6:1.: .L • • :'!L'., ; CLAIES. ,ACC BclifIX 2U HOLDING tl =.10 t-S101-353. SHEAr,-242 ilAtiUFACTUFED-FROH ASTN'A 445 GRU`A • GALVANIZED STEEL (EXCEPT • AS,SHOWN) PLATE 111 j l'E INSTALLED' ON BOTH FACES OF •J011ITS; S1'NnETRICALLY(EY.CEF1 • AS SHOI4tI)DESI0I1 COtIFORHS NiTli NUS DESIGN SPECS AND SSBC TP1 85THISDESISh1SFOR:TRUSS FA:RICATION.ONLLFOR PERIMIIEHT AHD TEHFORAHY.BRACIIIGIHNICH!IS.ALHAYS REODII'ONSULT BLDG.AkCHITECT.OR`ENGINEER.." A.C:.E.5 V.:-r_.ion 5.5,.- ::,===----l. 0007(8:3 I CLIzt finer :: TRI-rEi31I-EiriRREIiFl F`rn3E(..:'. 14: 901012'i3 'fruss :1.1) : C.:1:10 ui 3 6---/-:•.11 • (al.,.ani::i i:v : '1. TOP CHOF'G HIM CHORD NE5S REACTIONS - SIZE - 1-^=-19 5-1= 102'. 3-1=-202 1=-246 8.00 0 3-5=-120 5=-334 8.00 4= 0 4-3=- 19 r Wed Oc L 24 :15:13:21 :L990 Fam ly ## : 204 fop Pitch : 3. 536/12 TT JPfG ^• Q Srrgi.P—,l-9i fi7Y••d._fl L 1T f.T• •_O. u T.iwi vii•1".," a.i .i..a. Jii.ri',.-i..l. •i il rii''ia:ii ia•z.,l . I t iAD I 1 13 (I ',I) 16 , < '1 Itii SSE , 1 1111:1 A 1.111 (31rfl1)1 CIF L 1119B1 R t111', #,f 16.1 1f11', (I10RD '.W6 "I In ._'''1<11 SP I (JP "S0 I 5.' Itf1 f"t ti 1 ) 0O t1L) f (.I IE)RD '>;ff.> .; Ito . ' . I<I) :. P . It # I In ,; I<I) I s,:; • I'Fii Ills, <'# 0 in ia,. r I. L II h; (1. 11iI L ,CI lJltll:..,:.., 1....., I I.111 lJ.. l..1, 1 KM r ;... II. • 1.JI . tll.;a IT I Iti,., .1.• 11dY. 1:(11J1 ,)0:11s1.1`::>,•• : .K +! _ NfF:' I.-`:3./•; FLA' 1ES ARE BENA1-20 HOLDING- 40 1E1151014 59 SIi=H, '_42 NAIPUFACIUGS0 FRON ASTia`A 446 GRU. A GALVANITED STEEUEXCEPT AS SHONIJI".. ` PLAIE GUST BE IIISTALLED GI; B0111.FACES OF 101111E SY14IETRICALLYIEXLEPI AS B804/100ESIGN CONFORMS RITE NDS DESIGN SPECS AND SSBC,TP[ 85 THIS DESIGN IS FOR. TRUSS FABRICATION ONLY;'.FOF PERMANENT AIID,IENPOHARY BRAC111G(UHICH IS. ALWAYS.REOD)CUNSULT BLDG ARCHITECT OR ENGIyEEf ".,` 4111._ . S Versi en ti . 5'.: .:- : ==,....,,,,. I: 000/06 ] - -(:::::::.MARTIMEZ.TRUSS>»>=== Lot.: L,...mer : (1-: 1 - i ECH -DI: sPREI,A Wed Oct 21 15:13:37 1990I • I eJ.J ..:.• , I i i : ...0 1 0 1 ,.. L i Truss 1D : (2,110A Fami ly R : 2012, p_lo 2 s-7- LI Ouan LJ Ly : I Top Pitch : 3.536/12 TOP CHORD BOTTOM CHORD NEES 5-1r 102 3-1=-202 v 3-5=-120 1-4. 0 4-5=-219 9- . 1-9-14 EE1CTIONS - SIZE 1=-246 6.00 5=-33; 2.00 1,c 4:45 1 ' 6-7-11 HI. TO -1 , • •- ' • LEFT SPAN:677711 11,IGHT HEIGHT:4-9 . IM•41f 4x5 1.0A01W0 (PSF). • NAX'STRESSES .::':•••••-'."MINIMUVLORADE,JJF T •••.• • 30. 5 • • :•,• ' • • • • (WO • EJ.1-10R1). 1,1c) „2...:.1(1):• ',I'.• : • • - Et011%.•• • : 0 360 ••• • 2*4 NO VD SP ••••:.:".: : .• • . r, ay t REPETITIVE. ST RE SSE ' HOT: 11;.::EL ,•••••••'1.,i6-....- 7 C • . „ . 4 • •• • 4 4. • ,, •• ••• • ••• •• • „,", . .. • „. . • 114. 1 POPP], , ;7( (:) :I: NTS 3 2 7'3* :•;j2 3 5.-- 3 • .• '•••• •" • • ••• • • . • • FLOES ARE BEIIA1-20 HOLDING-24D TENSION-359 Si1EAR-24. MANUFACTURED FENN ASIA A 446 ORD A GALVANIZED STEELIEXCEPT AS SHOWN) PLATE OUST BE INSTALLED Gli am FACES OF JOINTS, SYNNETRICALLY(EXCEPI AS SIIONIMIESIGN CONFORMS WITH NDS DESIGN SPECS AND SSBC,TP1-85 THISDESIGNISFORTRUSSFABRICATIONONLY.FOR PERMANENT AIN/ fEHPuRARY BRACINS(WHICH IS ALWAYS REONCONSULT BLDG ARCHITECT OR ENGINEER. r 1 1 L V c r z u r r r I 0 0 0lttI11AT11IL7T R USSCuLrrnsF11TECIIrtrA R E 1We d O c t 2 9 1 5 1 3 5 2 1 9 9 0 1 r t u c t r 1 0 1 2 1 1 T G 7 I L l E B i F a i r c i l y 2 0 5 3 p I 1 e U O m a n I y P a p P i t c h k r h 5 1 T O P C H O R D S O T T O L C HORDNEBREACTIONSSIZEI l i3404119547108002M74i10253331860j14rFrry4 E F T t i E I C T r S P O h 1 1 0 0 I l r o 7 I IGIITFIEIGI I T i 9 r a a a a a u w n s u a i i 9 d I 3 D1 l 1 t 3 I T I A X E r r h L I I I l l laI11111LIOLOFIEILJI1 1 9I1IrnL20TOT11C117121F t.G.E.S Vere on --- -i 000350 ] Pr•oiecL It: 90101211 T-uss ID : FT1 Soan '1,- ibant:ity REACTIONS - SIZE 2=-1106 3.50 T=-1105 3.50 PLATE OFFSETS (X=LEFT.Y.TOP1:b10=3,1.53,014=4.1.5). MARFINEZ.TRUSS>ii>=== Wed Oct 24 06:14:5B 1990 Familv 4i 303 Top Pitch : /12 • it-'i3 5 i1-G-9-9 y.f4 1-'0' 12-.1-9 16-1-5 ` 20-3 ' 3-5-11 3-3-15 3-3- .5 2-0-1 3-11-13 2-1-10 sr 14 13 12 11 10 .. -. 3):A 3)(4 3:44 3x4 3x8 3x4 5'46 SPL. t1/1l 5' 11 67-9-7 10-1-3 12- -4 1S-].-6 20-3 5 ;:11 ::-37-15 ' ;}-3:71 5 1?,-0-.L ' 3-11-13 • 4-1-10 RIGHT,HExci'iT-2-0 OARING. (PSF) 9 1AX zSTIRIF.S SL=S ,' 19II+III`TUM GRADE .OF LIJMDER';' L. D -rOP '6-7 i)-860 rap 'CFIORD '*1I : • ,No..2 •GD SP TOF' ti• c), ' 10• F.ICIT "'11.=12=f).B6U DOTChIORD.2Uc4 hlo.2. I;ll SF' 13OTT . - O.;EFL.. </36 JEDS .2*4'.. lVo'•• KEY SF' E, • . • SfP..IN( LUMh = 1 0 PL.ATT -; 1.00 Sf-ACING.• L 'n:•G in, o. c. r EF'E I I TT 5J IiE`,SL S.'.USED • NO: OF. P1ENDERS = 1 rLATES ARE D:HAX 20 HOLDING-240.TENSION 159 SHE 6 242 MANUFACTURED FROH.ASTH A 445 GRD A GALVANIZED.STEELIEXCEPT AS SHOWN', PLATE rUal BE INSTALLED ON BOTH FACES OF JOINTS. SIHRETRICALLY(EXCEPT AS 9IIOWNIDESIGN CONFORHS WITH NOS DESIVI SPECS'AND•SSBC,N THIS DESIGN IS,FOR 1P.JSS, FABRICATION ONLY.FOR'PERMANENT AND TEHFORARY BRACINGIWHICR'IS,ALWAYS REOD)CONSULT'BLDG •ARCHITECT OR Et A.C.L. Vers.'on-------E 000.51 ;'- ----t'::4.MARTINEZ.TRUSSii!?=== Customc-r : TF:1-TECH-CONST.--DARREN.; 'Wed Oct 24 06:15:.34 1990 Project 0: 90101211 Truss Ill . FT1A Famil"/ it . 30 Span . 19--11 Ouantity Top Pitch . /12 REACTIONS - SIIE 2=-1095 3.50 2=-1095 3.50 LATE OFFSETS f1=LEFT,Y=TO?J:iiB=3.5,:,14110=3.1.51,ii19=a,1.51. 0-43-5'11 '.: ' u J- 10-.1-0 12-1-.9 L 3-5-31 3-•.3715 3-3-3.5 1-0-1 3-11-13 S5{6 ETPL. 4)(5 3)(1 3)(4 2)(3 t'?)(3 3)(4 3 '1 7 14- 13 J.2 • 11 10 53{6 "SPL. 0/0 3-5-11 U 9- 1.0-1-8. 12-1-9 s16-1-6 19-11 3•-3-15 3-3-1.5 2-0-1 1 3=11-13 ` 3-9-10 , LEFT fiEIGI :2-0 SPAt'1/IISE:2-0 ; RIGI(T`:HI:IGHT:2=0 L.C1ADI IG (PSI=) MAXa1FtESSFS' `' • 1•1IrdINUM GRADE OF LUMBER L D.. J'GF', 6-7 u.926 TOI='.' CHORD.2:V4 No.2,:l,D SP fop' 41,:'• 1C: BoT- 'Ll-1^ I:: ". E101: CHORD:2:Y4 No.2'h:D. SP DC1TT 0` 1C-1-1,.: Li?:,6C, BJEHSNo.; S 1'R. lIIL ' • -1.11M i 1 r:it~ I'I_,AI"E= 1. nn - - --- SPACING • 211.0 in. o. F1F. PE (',1 f I VF STGESaCS USED HIO: OF MEPIHERS PLATE: ARE BEMAf. ^G HOLDI116 i4B TE11S1011'•`r? SHE: 2:. 3ANJFACTURED FRDii AST?, r? 446 GRD A GAUJANITED STEEUEYCEPT AS SHOWN) PLATE ' U.T.PE.iliSfALLED ON Pelf FACES OF. JOINTS. SrHHE1RICALLIIEJ.CEPf,AS 3HONII)DESI611 CONFORMS WITH NOS DESIGN SPECS AND SSBC 1105 G6::!: THIS DESIGN IS FOR TRUSS FABRICATION ONL'I.FOR PERMANENT AND IEHF'ORARY;BRAC1NGI:4HICH IS ALWAYS NEOD)CONSULT.BLDG ARCHITECT OR ENGINEER. > F1.C.::: Version ====---=C :;r}C>'._ ] F•roject 4: '=;G1G1' 1.1 Truss 1D : FT1D Saar, . 1-11 Quantity . ii REACTIONS - SIZE 2.-212 3.5G 1=-212 2.50 L1AF:TItlE•L . TRUSSii% Wed Oct 24 06:1b:05 199___0 Family it . ma03 Top Pitch : f12 FLAIE OFFSETS (X=LEFT.Y=TOPI:UG=2.1.51,[]10.=.1.51, 1FIj 4 2-9-i1 t6-9-9 1 10-9-6 :: 14-11 4-9-9 2-9-1 3-11-13 4-1-10 . 1 5 .2x3 2x3 xd, 3 1 5 3x6 6. EEO L 2x3 ill .y 8 7 3x4 3x4 6-'9-9 • 1.0-9-6 • 1 4-11 4-9-. 2-0-.L 3--11-13 4-1-10 LEFT HEICHT:2-0 SPAN:14-1: ., RISE:2-9 HIGHT HEIGHT:2-0 L DAD:E NG ' (F'SF ) L. L• 1_101'1 [ i .. NAY, STRESSES TOP =_' 0 Elm'? 00T I MINIMUM GRADE 'OF.,LUMBER TOP Ct-IORDr.2:k4 .'No'.2 KD SP DOT; CHORD:21(4'. No.2.I.KD SF'. WEDS :2*/1 No.3 KD SP STR`. 111L • LUI D = 1.. 00 PLATE = 1..00 SPACING`': - 24.0 in. ' o. REPE` 1 1' 1 t)E l RESSES USED NO. OF:. MEVIDERS; = 1. PLATES ARE 6E"AT.-N HOLDI1(6-240 IENBION-359.SHEAF.-242 HANIiFACTURED FROH.ASTB A 49 SRD A GALVANIZED STEELIEXCEPT AS SHOWN} LATE DUST 6E INSIALLEO OW BOTH FACES OF JOINTS, SYHNETNICALLY(EICEPT AS SHOHN DESIGN`CONFORMS WITH'NDS DESIGN SPECS AND SSBC,N1/S-0 THIS DESIGN IS FOR TRUSS FABRICATION 'ON Y:FOR PERMANENT AND TEMPORARY BRACIIIG(WHICH 1S ALWAYS' P.EODIC014SULT BLDG ARCHITECT OR ENGIk: C.I.Y..5 YorvAnu 5.:3›.1.:,:.,-,4•=-",....11:, 000:163 1=======<<<NARTINEZ.TRUSS>>>>.,...= t.:littJA.Allor t "M.1.--'1TX.A1-1M141:a.--YORRIMA Wed Oct 21 06:16:31 1990 1.-Tr,joc1- 114 9010Ei.:11 rruloo ID :,ff(11.1. ' f:'amily .11, : 303 7:..0..-, I) : 'A -'.). Su on t .i. I:. y . t ,:7. ' run Pitch : /12 IOF CHM 80110h CHORD WEBS REACTIONS - SUE 3-2=-1524 13-14= 0 2-22= 3790 8-18=-15573 1=-2314 3,50 ' 2-3=-:5:,9 14-15= 121337 3-223''215 0-17= 5762 13=-6919 '3,50 3-4=-202.4 15-16= 10883 3-21=-1643 9-17=-8192 19.-14564 MO 4-5: 5010 15-17: 1906 4-21= 216: 9-16= 2867 5-6.•1541i 11-10= 10502 4-20=-7483 10.16=-810 6-7= 3724 15-19=-15416 5-20= 4056 10-15.-27 7-Z.) :.124 1.9-20.4-S010 5-19o-11310 11-15= 65/2 S-`/=-1060: 20-21= 2029 6-11=1686 11-14=-2922 • 1-163-1.81A 21-2:= ,,Z.tiv 6-18= 14403 14-14z, 1,954 10-11='16,963 22-1. 0 7.18=7274 . 1-12=•1211I7 ' 12-1:=-5644 PLAT: NHIETS IKEFI,OTOPM()5=3,2),I16=3,2),(j3=6,5),I1127,2M./14=3,2,51i018%7.,5/4119=1,2,5I, 1 • '' I .7./ " - I 0 ' it.. -I 0 I CI 17 -4 -,YI ' 14-3-3 '.".' - 1II-9 31"-1.el ' 14- 1.-.1. 3-9 4."0-1.61 3-5"6 .2"13-it 5. - 3 •-f, 3-5"6 3-5-6 3-5-6 3"7-2 ,' 7)tn $;ri... . lt1,...11 lAS 4x5 4x5 )01 4x1.0 7)(12, 4x6 4x5 . 4x5 ,i1x10 7 '" 9 143 st; , : t :to t 9 if) a t 4 15 L4 13 Iiiz6 Su(. 15:46 .1 g 5)c6, 5>c6 5)L6 tht.1.0 3)t6 C CIA ) 5 t(.t 15-4 • 29-9-14 34-94-1-1 7-10 I . ',- III-10 ., 1774-11 . 24-3-3 27-0-4 31-1-14 , i- 1 1 1 t * ! --I — t iit -,.1, -3 3-9 , • ' 4".14-11) ' 3-5-6 2 - 0" 9 :3-5-6 2-5-6 3-5-6 3-5-6 3-7-2 ' 1 . LEFTHEIGHT:2-H';','SIVI:34-9—AlICHT HEIGHT:2-H i.....,..„.."...,......,..","."........,...„,......,,.A:.1\`r!-•SIf.11:11AV=C\]=i:r,LTJ.m...w......m........."................ t.1101.111.4tA (PSF 3 ': , ' • " rIFIX ..31'RESSES MINIMUM' GRADE OF L.L.1111tEfi , ICE.' ttt -6&%0..9:/ 4 , TOP MORD: 2e.‘ 6 • No.? KO SP It1P' , 10 • I 0 ' •91.1r1 .p.:.-- i 6.R ..v...,,bo . 1)01' (1:1113RI112*13 No.10 KI) SP Win , v , I, , 001.... ,. 1,,,,.:4,0 ' , WV. DS • :2*(1' No. 3 KD SP , M.,,,I,,,I,,vp...14.1.y:/,.t4Acq,,11,..M,,,,r1,42,A.L.,4,,MIJM.,..41..V3IVIAMMm..2.414,,t1n4=.611Warara,UairaMWITACJIUMUXMIMMIX8=11410iMUMW=UMI 0 IN . 1N1 .:. : 1, Mb to '1...00 1"1..ilTh 4, 1 .00 • SPIV: I NO : 21 . C) in. a. c . 11.1' F.1.1 l'IVIF, 41,1 Ii17.'15a:tt) NOT lEitilsi , , ' NC). CJI:111i1,11.4tr.R1.3 " LIMIrOFIN OCTWEtti 000.47St-1.2.:,. 1.00-J3-19w 740.1.19 101: 1,11'3.): •'.1-.19 ; • ,8,-.- Iii Vil OS 241 q•it.,'.:-...', e.1) Sp' • ' . , . • , ., 1E1.! ; . - .1.1 . .12- -1 '. : ':1 ..' - .4,•: ' .. 3''' ' • i f .... YIFtl.114.'46, F‘1)4i11.41). T1.1014111,..ii',. 1)11 11,1 .1.6c1. NA 1 1...:11. ' 15.... In . ...),. 1:4 ' I*. .• ' :. . . I i ° A Itoe• 10o.NOI:.,t') :tiO tr.. ft........02.W.1-4)•.ANO 1.11.0i201 1,N01,1 EACII•FrICLI 4*. '. • • •.' ... (,/ - LAIRS. . 4 5EriA1-N 4OLDING,..14,1 TElili011-:'69•SNC0I-24: t4ANUPACIU5D1l fart ASPI A 446 GAD A GALVAUlltD SIEELIEICEPI AS SHOWN) .". RITE ! USI Di VISTA:LSD ON 60".11 FACES OF RMS. SIlttriEICALLYIEICEPI AS SKINNIDISIGN CCRF3F,A5 WIN 1485 DESIGN SPECS' AND SSDCI,IPI.OS Iola De5IGN 15 Ititli ISLISS FORiCATIO ONLI.FOR'SEFMINENT AND TEWPORARY PRACINGIONICH 15 ALWAYS REGDICONSULT DUG ARCIIIIECr OR ENGINEER. i . • .. , 5 5 X J m T 0 0 0 3 5 4 J r 4 M A R T I M E Z T R U S S t 1 2 1 1 U o r m r R 1 I t X 1 4 C L IN G 4 1 A R 1 1 1 7 1 1 A W o o l O c 1 2 i 1 0 3 1 7 0 8 1 9 9 0 0 1 T r u 5 V 1 F T 2 P a r r a v 1 1 1 9 a t t o n L 1 n o r P L c h 1 2 A E A C M O I S S I Z E I t 0 5 9 Z 5 7 8 5 0 3 5 0 P L A T E O F F S E T S I t L E F T Y 1 0 P 0 9 2 1 5 0 1 2 i 4 1 5 3 3 6 6 1 0 V f t 1 0 1 3 3 t i f t 3 4 i 2 1 1 3 4 6 3 x 6 2 u 3 2 x 3 a I T L T I 1 L t I L i 3 x i 3 x 4 i 4 3 1 1 3 x 41 5 1 9 3 6 2 4 x 5 7 3 i i 2 0 1 0 0 1 2 2 1 43162034 6 3 6 2 8 2 x 3 L E F T H E I C H T 2 0 S P A M 1 5 9 0 I S E 2 0 1 1 1 0 I T H E I G H T 2 0 o l c e i T 1 2 r l a 4 4 r 4 T s i s l m F 1 c m o r f l T E C H C O N S 1 i r o f e c l i f 9 0 1 0 1 2 1 1 F a C T 1 0 N E S I Z E A s a 3 5 0 6 7 a 9 a a 0 0 0 0 3 5 5 1 0 M A T I N E Z T R U S S D A R N E R A P l e a d O c t 2 1 0 6 1 7 3 9 1 9 9 0 F r u s 1 0 T T 2 A F a m i l y 1 1 3 0 3 T o n P i t c h 1 1 2 P L A T E O F F S E T S I X L E F T P T O P h 1 8 2 1 5 1 C 1 1 0 1 1 5 1 Y t i 5 F 1 9 1 1 L 7 1 1 1 1 i 2 5 9 1 7 I M n 4 x 5 2 x 2 2 x 3 3 x 4 4 x 5 n 3 5 i 3 I 1 c 5 I 5 5 T l 7 5 I 1 1 0 9 1 1 I 1 4 4 5 7 5 8 2 0 3 e 1 6 3 7 6 7 2 L E F T H F I G H T 2 7 0 1 P 1 1 N 1 1 e I 1 000356 ]========‘..‹<<NARTINEZ.TRUSS>))>=== Lon Lomor t TRI-TECH-CONST ...---DARRER • . • Wed Oct 24. 06:18:11 19SO Project.. fl: ..7.0101211 • Truss ID : FT3 • Family 41 : 306 • r;pan . r Cluantity r 10 Tor) Pitch. ; /12 REACTIONS - SIZE I.-745 3.50 8.-746 3,5V 0r4 a -to .111 i li -10 -5 7-10-a 1 9-9-10 1 11-8-3 3--.1.1.3-.I.4 I -1.1.-7 1-11-14 1-11-? ' 3-1.03-14 Ax5 a x3 4 3)(4 3)(4 10,1E2t-',„ r3 Imi 1,6_. FP:'-: 7-1c3 1 I flti--„..-, , L._ f..14 Ix3 3x4 3:44 3x4 3x4 3 11-7751313-.-43 LEFT HEIGHT:2-9 SPAH:13 -B -8 1110F:9-0 ;TIGHT HEIGHT:2-e 1 I- 06Di NG (PEW ) . • . MAX STRFE.S.E31.,9 • , PII1\111,11.11v1 GRADE OF ,LUMBER_:_ D • TOP, ' • TOP CHORD 2 *4 • No .2. KD SP, TOP • BUTT .10.-1,1=0 DOT CHORD:2/411 No.2 le.D SP' BCITT tiU DEIF1..< L/360 ' WE . :2T/1 1,13.3 KD SP .. STN. INC. r LL11•D =, . i '. 00 PLATE, = 1.1'0 , SPACING ; -24 .c, in. ,cj. ,' c . RIIFETX r PAT. STRT1SSES usrED' '' ,' , • NO. • ,Of= HENDER;•3 = 1, . • '• ' . PLATEE ARE DEMAX-20 HOLDIRE-240 TENSION-359 SHEA=N: MANUFACTURED FAX', Anti A 446'GRD A GALVANIZED STEELIEXCEPT AS SHOWN) FLAT: XIS( BE INSTALLED ON BOTH FACES' OF ;Okra, SiMnETRICALLYtEXCEPT AS SHOWNICESIS11 CONFORMS WITH IIDS DESIGN SPECS,AND,SSBC,NDS-B6 . ' TH13 DESIGN IS FOR INS'S FABRICATION ONL.FOR PEREANENI AND TEIWORARt"BP,ACIIISIWITICH IS ALWAYS REODICONSULT BLDG ARCHITECT OR ENGINE R. 6.C.E.i:1 Version 5.5>>>====.,---=[ 000357 ] .:<<< ---MARTINEZ.TRUSS>>>)=== Cutr.lomer 1 TRI-TECH-CONST.--DARREFM • - . Wed Oct 24 06:10:34 1990 Project R.1 90101211 . Frus. ID : FT3A Family .-11 : 306 . .: . . pari r .,'1--.10 ' Cluantity : .1 - - ' Top Pitch :, /12 , ' REACTIONS - SIZE • 2.-266 . 3.50 3.-266 .• 3.50.. . TOP CHORD BOTTOM CHORD NESS I-2. 12 4-5. 0 2-5. 21 2-3.-17 5-1= 0 3-5. 21 3-4. 12 4)(5 3x4 I LEFT HE ICI IT :2-0 SPnii ISE : 11 IGEIT 11E LOAD (ISF • Ilriri STRESSES ' MINIMUM GRADE OF Lumr.ER Ti:iP C;1-10RD 2*4 Nn ; 2 KD St' TOP 40 L0 PUTT 5-1=0 . 0t 2 ' DO1' CI-IORD:2*4 No . 2 KD SP DtiTT , LIEF , 60 WEDS : 2*4 No .3 KD SP 3 ST'R INC : LUND =d..0t7 pLo,Tty - . ()o SPACING .• 24,0 i.n. a. c . REPE l' I VI : T RESSF2:8 USED NO. OF IslEMBERS = 1 PLATES; .;RE BEI1AX-20 HOLDING-24'; TENSION-35 SHEAR-242 ?1ANUFACTURED FROM ASPS A 446 GRD A GALVANIZED STEELIEXCEPT AS SHOWN) _ PLATE MIST BE INSTALLED 011 balm iACES OF JOINTS. SYMIENCALLYIOCEFT AS SHONII)DES1611 CONFORMS WITH 1109 DI:616N SPECS AND SSBC.TPI-85 THIS DESIGN IS FOR ROSS FADRICATION ONL`r.FDP, PERMANENT AND TEMPORARY DRACINGINHICH IS ALWAYS P.CUDICONSULT BLDG ARCHITECT OR ENGINEER. , s. 1 000.1..1:58 :I 1.tE: 1N:00r : TR f.-TEOTT-CONST...-•-131')RRERA 901U1211. 1-1-Liss If) .1 Faar. TOP CHORD BOTTOM CHORD WEBS REACTIONS.- SITE 1-2.-3:47 7-8. 0 7624 1.-4134 3.50 2-3.-E445 e-9. 3945 3-10=-1391 7.-4144 3.50 4.-3260 3-10. 6345 3-4. 2541 4-5.-4260 10-1= 0 4-3.-343 5-6.-i.-745 • 5-3. 2541 6-7.-3317 5-5.-139! 6-6.'1624 PLATE OFFSETS IT.LEFT,Y.TOP1:02.3,23.[16.7,23.T.i8.3,2.5),E:110.7.2.5),. 1.• • 3-15.-1:1 ' 7-41 141-5-2 3-•fi•-1d1 • 3=-5-2 MARYINEZ.TRUSS>>>>=== Wed Oct 24 06:19:00r 1990 Family 4 : 30J Top Pitch : /12 3>ctl C-***--t 1---- 1.41 • 5)(10 1 3-6- .1.4.1 7-1.1 , 3--5-2 LEFT HEIGHT:,2 -0 PSF MAX STRESSES • , L D TOP =O. 90" 7 IP 410 ,1t1 • DOT1 S-9=0. 505 41c.10 • jm SPAH:14 -0'. RISE:2-0 'RIGHT GRADE' 01.7., LIrINIBER TOP No VD SP- ' BOT CHORD: 2*8 INIo .1D KD SF - WEBS ' ;2*J1 KD SPA • , sTR . 'Nu_ • i Li..imfo ••:, 1 . oc..) • pi..fyi E = I.. 00, ; ' SPAIL• JAG : 24.0 in. a . c. , REPET 1 Tik",,E. STRESSES NOT USE.I) • • NO. OF MENIBERS = 2 ' • • LINT FORN BEETWEElq ' JOIN1S •.1.7.:!..t.7= 100 :7-1 ..-•-• 512 ; ' • . . ' . • , ' WEB% 2-•1(); 6-6 I0,NE ,A4 Nu.a. KD .51- 4.I' :). HalEIER:.:I NO: I LED 1 TOGET HER WV .1.6,d NAILS 12 a ra . ca. c . *4. c;r• 1,0/1 1114 I i. VI , 11.) ,tri . C... 1.1`. I 01-10RD AND WEBS ,1 , ,:1( 4: ( , FLT4TES ARE,BEVA),-20 HaLDING-240 %E.NSION-59 SHEP.-242 MANUFACTURED FROM ASTM A' 445 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) , PLATE MUST EE INSTALLE5 OP OTH FACES OF JOINTS, SVIThETRINLLY(EXCEPT, AS SHOWN)DESIGN,CONFORMS WITH NDS DESIGN SPECS AND SSBC,TR -85 THIS DESIGN IS FOR TA1133 FABRICATION ONLY.FOR PERMANENT AND TETIFORAR4•SRACiliG(WHICTI 13 ALWA4S REODICONSULT OLDG'ARCHITEC 0 ENOINEE .d4 ' IU L • L • . • • L L • • I. . t. b •i^tf........,2.f•.P..:M',d.,\0•,:+4,k^r<(.y .yr^'1%t dryt41:sti A:. ,, • > ' ': : • ram. n i v,',a Attpfif ustont1 1titHa ; i t Pro acf.''C:r 1111't a•A", •,,». ,:i' truss • TD . sR«<?A.C.E:Si Oars fon 1.7>>>, w wwrnw•««BENAX.GF. FL »»... fiRTIM1IEZ.•TRUSS. ••••o;.,rif..•.i; • Datal. 2, 0 IfF:2•, tij4+y si..t:10FMfjARIi<j'NtIT11 9f16• I Y a1,4 •1.. Top Pitch •t:::e.:.: i'..".1• -.....; i : ti ifu'ri kViiliTi a1:T1151i wT YrYiletOni Ytil"••'- 1 e.t psi t 17 . '• '.•. : • • .. DP. C 0Rn. •3RAG1f46i. To PrG 'ni S Fact N 6 .: i m... l'oPP G!•1toRD . F'oRCE (1.136 4 1.0. 0. G. ' LIP C410:13-:t<,.r'.,F•' ^',,R:• 2,=pr, , C • .I a74':''C:?„9745•>r ate., i.: ..,,::, ..:.: .{:J}'1.'!. ew°r.weriwriw•r.w°rrrurnr. rrrrc rrrw •rwwn._•' LOADINGLCPSFD TrEgL>L aTt=F.LEjC f-v_Y.134,c oNrcilonoRAD[ Cr LUMBER TOP 30 15 hND Illj' SY57M i LJ $- f30T,CHORD 2.4,': BOrT. 0., 10 ' WEBS 2,4 ,No 0 1(0_ JI STR 1NC: 1.33' • SPACING`" 24;in c.c. 1, REPETITIVE STRESSES USED ND. OF MEMBERS= 1 I MIN BRG WIDTHS e 'JNT. 1= S ;7 Si : DEFL,< L/360 33 1, WES fik BL1inF tG iCHSi6R any S u'r; i 10O' 11CIIICER fi.G: Oaltl f iiu GEO R GP'COtii:iG SIIILUNCIP1 OS a11G.L5) FMB HUai BE INS Pahl 0160111 FACES 0f JG1HP5 51111LiPirnllV0..11 CS SIIimocsIGHf6Rfullls wig Hw OCSIGH SPCCS Oha 0601f1 Ci BEEffiG HIES GSGH JS fG', TRUSS f55RICR110116HlY.(oR fiClrKilli Olio 101PirQr f CPOCiliO cum is nuns CCGR) C61iSUil CLOG Bi;Ciif fu1 Oi: ERGINGIC. P l r NG N: lit nip131L '8'7 4` uin. Jr 1' ...:, . !{ Span•:.+.,::+ r: t+'.:QUANTITY : ffINiHIM GRADE opayscica Pura AFC:reiknulF.E.Sieipi.4.9iie:4:,. Top: Firm 'kw A i0 'We 4 CR BETTER PLiT'ES "sTiitTHIciLLY:CilliOTH FAcES CF bOTTOM , &Cul' TS ti-eiLlY010 KRITS4AfF..).471.01STCRIECI SPA/N. wEgt RAD FIFPLT IMETHER MTIL,TEEM AFE okdce3 ifccO. Vat pir_suALITY =ma. kuml..1 41- Ow zx V.>c 4 4 Si- ow LOADING (PSF) TOP LIVE • 'ZDO TOP DEAD 15 BOTTOM .to TOTAL •55 1 ISCALE— - lu i' SPACLNE72. 0 ' 0.C. TPI 78 OSSN CRIT ALLOWABLE STRESS IINC. bS% . - Ptrcll vAqi TY P cAL) OX5 MIS CESIG41 ASSAIES CortItuLS LITERAL EFaciK of c4ozcS 13Y af_rafi% ix?CEnIHG §:C.16./T AS SKIAN.EFACE GOTTEN 04:Fa AT INTERYk's CF ief•-•0 Oi LESS IF NO RIGID CEILING IS'AfiP:LIED.- THIS OESID4 CKT S6Clfs sTitcliALL rfucING FEDUIRM INortioJAL TFuSs.FM ETD:Ai:46(T 'kJ • TDecRARy EFACIK ANIM Is ALAATs FEDJIIIEZLCOaLT EulLoms EK6IIEEA Cq AreNITECT.,FEF8- •-• TO EifT:DNENTAny ocf FECosecATichs ITPII .ALL 0i)tl6:ms. LOADING Arc) OE nDs ractrzlig- • TO PE ofcco .00 At -TUFTED ET ENV.. AFf3II.TicT.M 5-%.cFFICIAL poloi TO TrZti5S SYHMETQIGAL Aeou-r CEF4TER"Or-4C ExcEPT As SI-1044/4 12 2 X3 2X.,3 . I . , l.r.-*-0:-',t-IoN " ,G-NAtr,..-Dsr-7. 1•:4,ILE7,1-o Ti2t,'55 ' -rk-us5F-7.-5 ' oR E61,1v.r.7L CUT ac. os. vALLF.Y,770555.5 VALLF_sr 1-2U.S$ Cos:sla.-c-rIoN! oz-Hr;',!L 1::',E LINF. 1 .1 I •<!...,1 1 I I it I' I I • 1 s- 4i I 1.1 1 11' .".'. e- CC4. , ! . • OA; . ex 3 tiI F 1.1 11 N7251..Lsr. • • - 4--q,ABLE r../s..'D klf is' I .LA"/ 0 r- . 0 • DESIGNED SY tl'a CHECKED BY tl'a DATE I /1V/85 ORWS.f a'A-Q I DSEN.REQUEST BRACING WOOD TRUSSE • COMMENTARY.AtiD RECOMMENDATIONS t‘t ';? , tot iL ARTINEZ1RUSS C0.4 MEDLEY, FLA. 33106 8816261 The deli, el bead RUM, in ...don, with Trl deb,. alffes st Dal, ihe Ilnaf reeler, end Iegeng el. f eel or line netern.11 brat ' brake,. dye', inempliont thesr 11.11111ellor ignored. II ',noted, ' • INTRODUCTION : In siesenlikin el the Inhere, ulsly el'. le girl twee& io,o1 3 :3:- the *son Meta Siss,Ilisttnni• for 'Ash' - • 1,71:1"1 .odeigs: 1" ptwwl " sedill':173:11"e'rleVel";:b11"..‘.1."'"oy, ;NT; st"."' " glsredCuP. renZi.tlwr Pl. • • ' S•i3. 3::Correll n'nnbeth10. NI *Weis*. IM P1.0.1.11re el 11..1.ens !•,' I I Meting, a. gney,b sees.' by drtiv In /slurs Isiddi,:"3., ,'•"" 3 ! end uniform In design properties. - . Z Tem.. vs phi.' Stusisret• tompersonts,:ln..11.1 Velallys •: • bfistheddfit ur 'aal moverstes etpeel.' beech teb • IKc'fli!' • 3 ' • 4. it... 11entiloshy ul she'd mesh.. el id,. Iv deem*, f,• 33Selnesp.1 seneentVied thisly•ord delibereiSe review by tid T41:3 ::.:' ,': doVino.: 1....1.1.4.[Ing li hi b. ,ispollid in ihe iligi•tissilisgl snot 7'. ....,:. ,ti. Sovennisesnl de, og Ise "ash • ' I ' 'UP' ` '• • • 3::::* Oessisol Adetny Canes/411M IsenVilIng *...11,114.10e. del,' . .: . I...Ifni s" ' hee.. h.eloo,Insr1114.1 on es, him debut d'ssines 1,, the ..,, :', . f,':',.. +. apolted nom.' ft. thieve of th. toe shoe; aeuseisseteed •' . Or" esoseise. el„ O.' stern, 3 tornnevIly, ' aski bergendeni athselting • ,!'• , ,atisglan. the:ills "Itenfite f a tt i t 'heel, it propels smalls' owl list :!: .3.' viva v.... el ...be ph. van I 1 . . n, : 3 „n . i twos: I he Isslihne els,s,..,. is impostor essi .33 s' '3' , 3 , nft I3r**1'034.1!!!!,***!.....•:., 3.:•••,,•,,,•, - :;••..",;: 13,,.3..3,..,333," 37/•.•::••, ;!'. 33• enygneg.) is., gees ge...., , .,....,•c„,,isgogg v,titi ih. Tri : , '. , ;:ilti, IssitInf II VI I isleollyen'sholed m'reet.ined hy theest.1 tossing io:•!KL•Lif ..". '.‘h• filfen io the Dleisl Ivens we'll, by Ihe bet dVisme. 3'S bed heeling ve ...Pon tfeedgvi InIS • evne lest. Include' of 1....,,,,,, " i 3! : ,." 3•,13 3.3.,,'",•,!‘33,:•,..4 S" "..r77`.7-',`-•,`"" 177", ' r Y.7 ..; '';:' :' '7 7." :" 7 ' ' 1,70 ' ImUtini ,MO.47,..d.1;on. "lei; on•slie libeling grid;efectIon ,' ...3 • ., :: ,Speci.1 'Piles senothersigie gni: a; 'Seed Ivens; posal Mein .- h. hhh du.,, ,,,tt of pse gen.s..pies -ht. shissvp le ,3;,'.....!Lsolesk IVO., leash. ers30.. evil., ping.. hial bast, elimenft":', L3,;,•Ces....101 lAbliVIKILIM,11„ CW.0 ges mashed In bfliffeCysselsal .-.3.•,:',. very Pt vosenVol. 3'.."',L3."; T,:',.., .:3,:',..3.4:1,:i ',-.3 .3 f ..:;••••:',!.'. "':,:i1:•• III "11".3317ed"lisi li in d.f.n. ' i•`.:.:,•'.••••••L3-1•3:Z•:•3'2';`:'.'''.: ifie trots to Nod rt. y tont sweats In 3.,-; . , S of fens 'be ',wife vitisient bsaiinee•riiv '... 3.• ;3 3 :*bnIS kV*. snd VI.04 Wee INV tt h ttt he ieserrenendallons.Y.f a i ": :::,!,.•:,. age . thSie;. nissistieLni 3' isT,114,3 wend .: tssite" vest L! be" Steles.' 3:3' i:-. L •• 3,3: •3 -,.....",.. „_7',7'70 `',"..:',i'r7..,'7,» .r.i7'..',7'Ll•"f-7'' `.'."`.,"r'',."'.;% ir '`, ` ."' .: sip. eely try,t,•huihling i/elitnes.',11. 11411 illlottsisn'e %Its.. kKa,16;:,, Y .:'...;.. WV,: Vs '3 roseronserelsttoni, ler.:tveetsg ' Volmtned; herein • ...f; i',..:; :.: end verse el,.,nswilisii, is. ifsg,,30 tvry,e ....,,sbi.g in 'is, /;•„: i • .'' hoer -ebb vend, II h net Intended ihal %hey be revered 114 mfg., ' . »:; it:e. I 'Di ' ' ' • b xisros sr .1.1 1!,* 'ts!..• . O., " ,,,, b,“1,,, .,,,,,f .0.,.. es.i.h.s .hould these res....Venda:3; '3, !"!, formed 1.i,,,h. iiii.0:445.1r, ih, 0.4 in,,,,1.11..i .bit.t,i;ni'd.T.I.•'i...,'.,_,,f.,,„', 0,,,ti •,,f1,14, tujit 6,- tiow....iiy.t,„,-, ,,,,b„ t, ,t,, i...m.,,, f "T134 Illso, of hots. It le Vigil...LI 'iciest Depart is 'Oghf•VI141.3 ::. •;•: 2 " liens bo Intwovied e PO,. te 'Pr . ponshisethe nose se:syllabi ,"33,.' ', and eseishall. In Ile 1 eto Welt 'inert/en:eine/lid Int "he veto*, ii,: n1f 3,3, „„,, yi,,, i..is,i;iik Thii:ii..,,,,,i;ii i,„ iiiipii;,;i ii,..",..„:„..,,:,..,.,:. in .. be yeggeveg , Nese, veVest's ot engineer's design for been" the . • :', 3"',tishilily SI, tho eni,S,S•111141ste.,Tfois hissing '4/eV...slim, deir31.,/.,', ,,,,',•: 3, :Ls" i: ,3,•!:i ,,,,,,`:'.•,•... 3,,":`,,L.••,, f".;f3/•;.",./ i !i, 3 3.3"..r: L '• ; ::iL•3'.YL:'."1:1""".: L' "3 • Pellitdee inel SY.11.:•';'!":""1; ••••:',:;ff.''.•:. ''' 3" ••. L.: I L.:•"•••‘`. •"", f'...',"-•3 •••." '1**, ..14 b*.is*"*. ,_*".0!'!i'liO!**J10111.1.11,1*"*.11•14" 13'14"S0,11343:1"..0.3•3lf if/id( ONEir" Thifiss buildingDetign any Tsui; Dedgin inlhisholefest z :,„ 3.•,: i•-,.,;!-. 3. .,•.3. 3f;,;.:;.: -.' 3,.• in" / 3i,,... ,'„,: i 33..:3;•`..3", :drips tliewingilissise maisiiat. aie Sol image hisfithid at paent ,,fiic,..e,,,,,,, sig:4,S.sed fp, bi,,,h,...,,,I ii,,,.I 1,,,.,,,,, i. 4,..i.g ..,'• :•:„:33 3 ..'!' 7;.;9117/ifiV9999.419142.99 for Ifsislog 'Seed fib,. esIghstie hem Ilu ,:,!,3,` •...11111 wand ItetlYsuel.e./ i Id ,iliOsi , be, 3 ' Veiled' hy Die hudileTer •:!.3. 33..,, i, .,,,,,,e,....,:.,„:..,es,,....7, b,,,egyiii:i:„4i .n.,,,, 4.111411,•tipollence el hieing leheke gerbils.' In thi Sled trol1:: tellies ceotti<toi:,c.:',11tt),'.' t,';',',,'-t'::S':. -"t!i.Y,-;:',.....t',i',..'ft;',,':,:i...):::,q,.7.,i't ?,::,.!Ittot•i4:4iotol tit oihto it:''n' he. onshefsel 3 ss 1.1.1nVIL V PreS.S• ' ' • 3; isms,' gg. ,.i., 4, she nvve elievensteltles Veered, I. •3,-. 3 ;;; 33'3:3.•:3`.3•3'9•••-i '3.••'313:Lf if !.,::.'"1.3:". l'f-: ••1',3',"3„.,.•.3, 3 ".•:...!- I3, 3 '': :: • ,'"•: 3f: taevaSisiVegneni Peed:el tiSn Veoffin, .01 &wed, Is to Due' i.:L :'',' .• 3 ' .Osenied WY .4 .11.1•4•4 /V.; th:,,,ri .1: **•11.1** ibld4 '3"-" i*,.: 3:; ,,' 133 Lits. 'Well.. eigi fire iifise.iniiiinpnY bnelsti."31:14 nisi' ...se Olt; s.rif "i .:: u,.!,,9..!, y,..,....:',,.....;,...,,,....y.; ..;...,...,,,, ,-„.4... ,,,, v•.:,,,.. ,,,,,,, Tn.'''. 1.0.1f,''' ****!**Th.D. '' I.*"**4!*:!!* **•'!".' sr* .3' ,', 3.•:" low,. a. Vow. lo risste,111/1:41int maibo asSonsdished bi,•.:••,.‘,•:',.•3 b•."4". "P "'PM'''. I -' ".. •rlit"•:',,,n. Tis,' WS'..,,"?." 'i • 3" 3,•'," ' ;" the Said Devi are tisi tinieivilty &Vass' ,IVIng is.k.Ilon issis11141% if , ''.1.+Ani,,;,,,,i,, fi. .441 .4,,,,,u, .1F k,,` 1 ic),,,,:,..,,!, ,;,,,... ., . elev.. any' freensbilitY „Ds sfese.i1"h-1 3'.-:- -:- - ..'*' 4".:, 3, they Seyneln.lnerl inellieneni before; doling. end elm instslieinn.";j3"' ".••• ' L•, 3•3`:"' •••,'' 1.'3 Li; ••• -,';,;;; ig.L.,•3' tido ;•3 Den, er item... en the ieseeweenblions end hilnyme,1eneenfalned :,,,,,.., 33"4, g.;fliiiii..yi, ,,,,c,,,r,,...,ini.6.,., foo,.,,, • ,,,,, ...,..0, 0. !. . 6.6, bi b*.**"!*1164111**!*.b*,".40.1**‘..^*..4.1n,'3.:,3i'3. ''. ''....,,, iintilott te. 04 hulldlrephegntio tooth, pl.: It ;9 IKOI111,191;09!d Pl9i:, 1; Diegoeslbt.ang in the blase e ,, ,ne , , , , : , :,isi,Veillen Nosing biebilled a. loth Ifite 1. pie,'n isnlilon,!!;:::f : "3, ' ' 'O'ii.;,;,4,;;..,',J.4;;;;i,;;,ii;;;:ii.':e«,od14#«*«:',,l'',i."' i ThsiiiiiiiPiiiii iliold be IscpsPiPPietIP IP iip.piliP.P i sop dr.. 'tipltipo.pps bsosl,PlacIPC0./......*: HP op' -.non.- tril . 11. • i,!W.60.S.inm. PM 1...1 iiVegyo:Ve eh, this Si IS.L P . " - '''''". 3.'; reneal•DIrd. LL VII • Isensvele, sin'' ' • ' L !"‘"..T" ""' F:iriewiiii,voN I, OY ' ' "' ' 'P:...11.,*.rli"if lit , the, 0.,,,d ,..,i ..ir ^ 1.14o ibelDesseweskf.11*,,te *Med, ie•33,3,7"3.:31 k.",:f',Fs..43**,V***4144 lib w. eltrasrd3": 17,3sill""'”, , i ..-"!3,P4.„ yrti,°6.1,2';':i'l:' i:i.,...;, SVN3.i.3''''''/'"'''''0!••"'';`2"43'!""t4:':1`:"VkL14';'!.&,:s1"'"LiD14».0,3'1;f!'s,:Ti!'3'),..!?,,'' S'' 33,,„„:, 041 betIng el Veen, should le doniv'th.l.il thisf*V. il/er'14'.' S'i3, 'hal a ; 1.01.: aA ith 'Oa; ala 'AWN' lie hada `,: Naha L ia' i;' r,)Tri!Mg;'.6.,,..'1...figi.-r2fi'iftgl...fi'.."$;''''17"4.#t tiP'h'I‘ 4 'm ,ii*"....64,ii i.P1 iiis Kellar end .iAS):Viti'" ' i,..,: rispi.... 0.11,1 invb,Teeisistsbigesibeelteet iegelL Vie' the :""ilovene' t3r,s. eggioluepg.V."1,i's:,•,,,,•.),?.,,,:liiii.zs;;,:3:,..i.ss.:::", . ,,,,,,,-. L'I'Llt.:*;"0"•!.!)."`:::iSMV3,i41,i'V;A`:Pii•Vi'D:',Ifi'3','",(3`./,,q!713313'3' v"D,":313: •43,"1,SSO:AiSsisis. liteeig In gdg4VO' ',:,i;g44Lii,'",..:'il/;',;:0•3•3:3•3,-.1if AD.3.sf, 1::;.31.0914,**,!*40,13:W4dVeg•114.4".0'14,4gibiThi'ti''''' plumb' ""/"'•• 1t•;.;44iir ,elneell In eleegivOlentinli141043,4VVVI in.' ' ' -"id' gi:touver opitivAng not Sri lostilloot4otoiiiiiit I it:oolii *Zits gidrtor' 4 Fme,...1.1.....* ........,...a..1...... hi., ebbein eitlibe'l s.".:!!!-111.01!",•!**3.0ent,esiolegotiefsokeig•nl,Llumbe.taitilvis sd' L'' i4' ••Were awn rainaaniegf , iiiais aid anaawil .In - 3 L i.,,f 0.044000 ii'hiahhiall.,;hai .isiiiihaiii bating'. firar,04"." i,r,v4:11.4thi.,flohaintir:.11reenii.healleVegeolld be ..11.0 SithLled i'11iihail liarsiiiiiiiialiaiaaithaath ashihia ihiahri...1V t'zii-1.NORi:i.IKVkt,..-k.•.,1;A'Aiti.itt:ttki,,24`;1;tit• \ , •),•0' Vt ,t,1 y4ple pm...yr 0 gnu,* b4VelSes, en IltegretilsOrne'S...1- Last *411**OiSe144 3,144.1.413; 001,.11.vedted,•6plese3LesS.0.41... 1. TpliVONNVIP Naha. hi ihohnhahaingi vadat:1,0; .,,,i'k ,4,..1v;.,•!.,nr,:)Yn;i•i:i.,,W.'i,"4,:Fr.,.,uf QA)rs;vt'A.'••,,•i'.t.,',',41;kqi„..,:,..:1..gt,....!«44,r4....-wm,•1,4,..ki t:::ir.44.mi.i"::i; 4 4.40.CP.:0!4• 04Kwy ,••:"' sseri.1.7411.,reittlri:::;-"" 4.'.."iil'',' 44=11r-'1:)r•;,M11‘.•11,.'..ill, !Vst.i.',.!!"r'l.ii1^6,^"i' i1.Ilit,3;•:i!::'.44i'Vi;?,r.,Allir''.,141'.:i.:i;'A.i.i.'.:'.!1;lik''AVs,0?,, Tn. Iv mai bVialtad a'aia'aah‘fel 'irlaii.4 s;..'s,e1401 lee* te lam, .14bIlltete,•Tbg Shod Plejf.iIeiri-t?eissebet gbs• henkaasa pitherahlia Vinek V&A *Wien '3'Y bs.. 0",•": `,Top!Chini ein1L' InSPb/1.e.1..,,i'4**111444-ne3‘ge'be••3'•,7.•'3'•. eater Maas haw 41 it. ie. Oath. Tias ,;•"/ V••rei:, hattaha N alai hiallhai aka lay Fb Mead IV ?pod not 11W' ol the eels, Soesiinef "3 '•:°: fl z r.` jl, 1 11 r 1 11 ll1l.I' 11 -., I1"` 1 nin be IenJ on -the' Us. ,in sat " , Flpwae167 shouldoutMn onra area,e InM nesInavoidorrrinv anyone Mon^ hanical equipment Should be lo.ted on y on the trawl e:Plea ' ; 1 bemoan ever. peed yet epprodmiely e5 doyen is recommended.'desired In'Tant II.1i should not he shoo./nr exert . tempre.ily _' lOr morality al tM bottom chord. Dlepon+l beniM In tM glom o1 tM; In'unY.plhnnea un4n ht tiisnet ne'ads4ualely 1Mred All Ilan Whom chord ioegansily, not soquedhtdoug0.41he.wnglh al Ito Iruows sMuld be Mequal IY ihwed 14 ell tt ol'mammy snl see est -f, . Lodi.% bul ll h rKonrmended;Mt ll be tooted al w.nii eeh and y'' tote ftwed lenpotatihr III the naal his.,.11. ee linlsled•t of 1M budding. In'mwl ors,' nmpwnydoehp In the ptsn of the' .'i • • I .g.: 1 i ,.' `• bona. chord h wRitlad at lM imams twilled. lM echltettwot" <','STAGE 1I1REE1.7bmmenf'Aritirib4deugned ind iwtllM by the Dion lot PKmmanlbesdrq,+ndll, dwralon, loft Mph. as permai not' -'architect er rnlleer,lor In I moral nfoi/ of lbe lnnldiq ll It sM; Mudd• Figure 6l0ustnM booting in the plane o11M bottom chord. rreponeh I ty ok the buddono designer, to led,ten tie;, location.and iM btmdln of 1 !• allashmenls la ill pnmmml bradrgat leouaet bYdeu. 11. Ind' p ywocoMouldnotbeDomo1ones. Thlt ,.von.., it to Jeotopo to' dot; ' and.Mute all bin• a mat nxININ bed should be Moiled'0 el1hteh n/ Ywowl M My pelr 1 ' !. of y d .,wolMlnortal' mlbol5ryll 'i Ipa molt bro..'gh harsh ol binge andrbniWMMislededjatMlto'IM wprArls. No eKns l .walls,,len+l i s ee 'benirp II', calumny be mL dot o lch e' corleMMlbrl of My, contnuttion motor.,(wenn ravel a shing1.1;7• .towns heart Ol let he.f 1." •t t I t.:.t' 1,'...... ... .. ...... .. .... ... l' rr .. .... I ,. ER) e. i.. ` ‘ 714,.... t ` e<YIIm ofawib, spoied not Ip nteed a Wctlltq 4nglh al Ind 41 top dead otsd adenuatoly tMwd'to the- p chord It it revs nwMad IMI dllgwsol dodng be Opplhd to tM undoesida of ter too t dtold to PrenndetnaltityrqofthogeoSnh3Phee6fN711un itK let neanll Ind in ye" dlosen l Mghq Use plea of lM top 0;34 delpne lM yre of welYsMcedpalMN l fr„! .: t' f III h rmmerrmmdsal that Ma diigpnsl • bra ng •ai clown in Floe ' Ib1. M 4nlolled on belt, odes of Ind rider its oil ind bays II Ilw bull&p a credl 60 Ito I Ienglk ,Ihh boning droud be noon. rd., Intawt nettone t1ws20 hd 1"i} 1 ',t. MMybee Fora The who" o/ It, t Aretng I, to hod Ind " 4 dent 641, • Wheal podtbn and to mable Ind design spicing; In j Veldts yby Ihh lotorol damp enay ba `...I to d.tel Ind hudkry booth'ol a web memlrr, M' dnaihes irrl'r I Ihif fire oI : •' bulUlrp deign ondTrue design (STAGE ONE( dl ipnal doting or end ':ll anchwoiIc nen141 to nsblltu thelateral tracing... "• f-pipon I homing In'tho .plorsi of the wob memtml Is oluiusedit dill Ihute umously.dnip' Iri, edlannt: Ininea.and to tpesd lelird;.l lncn to dlrphnlans a On, web. Spicing olro..a'ul dit pool fining in;IM, piano nitM' txeM le a molter of ludo.. Id be made hilt." ; d IMinp d ignr; and will depend union the Min iPen. bull ehnl pen 1hm.145151btsllding.erid lM badlnq ,li i.G...Sy for, of rusty • "spacing naves tom 12 fool,to 16! `. 7 lees delwndmg upon horn itm • •r io the dating In Ind nine of tM,., r top aMM Fw lrooil isr 1 ,,{ didnglhouldl be rnw I Iny . 5 Int on < toL Lotoral : ng hooks may +1 biros. los Mena fly_ I sI 1 FI-n2. 1 FIWanton r -- qu. s edlll } ed Cingtm lM plena oflhe wrObt I, 7 Aetrom Clipntl Iris Thl hnclnp it ssouMd In Maintain the ` Item daYM rooting,nd In pmrrdohtnal wppon.tOlhe Mll chord •, to teen bnking form in ih 1 0l rental 1 -sifts. deo hire.. uplift or unoqual roofwlborkodIngs;- 1, L.•. y L.u.,a.t ! tie. . -. t C i tl: Foe n 110" Marlrq; tin sal: einlllmr tn1 s,lportions n or.„ i'iho Mllnm chord lymmco ppomwt tomb ndn nl sMtJd M MKM,'; •: 41 Ilya blwAl g (t1M e f the ion eh Jolt 1 o simple shah Ire.% plane PiisPt1( L prsdrq lnlMp4nrn11MMlt in'•• • Iodei,piwJrota Itt 1,1 toter". dw tereind of s k'pedslnrooldwalls, Ind Ih ,• nth. itsisdng'svupunl• elmrMts.:•Dipo h bothers 1 rm t f bine booing pied to the bottom <M d'It It tom moiled tMa o n i canplrle bay of d4gon I befog bi1 otIlly it nrh end of one helldroiAnd idditbwl o wh his M, IoutM I tlyiill'M i Im Is l -L o1,10 a ned 70Int.. iipue 5 its midi Mai. et.beating l Ind 1. t Wa lM bailors. chord I r {. • Is 1 i t• ` 7heii enan mda'ilnro Isti be q wiiwl l n es Irons a skt rnl ': shoo 1M; wOKIM,erpnwn< 1'4Win91rchelot perehnetley.; woad (run Indutl y brit :m ill dud 16; tM t eel a pnesib 11In Insolent hi Preinha oly as a "lido !of tM sool.gist" l.dbind g rI'i desprm. hWldn Ornettionco nett C Imo t'r,r66• 1,666 robe' nwnq 30 Inland 6wlg1 nOMwe ii Ilpruld br nI1141 1M from as of;die ostoorfor! loir..7.1. nYlootl. 1Mo IeH 1eM11 lyM!w to w.4lhov'Yell lord s pI i (l;l•:. wale butkhn5al ``mt<,__._ olthe hint: to MN KKy, nuts. member. on Ind position • atom.; Im t'in d p 1 .addotion,t nor 1 besting'nwst be:. deslomul to sea I I I tat1 pOseJ a tea completed bu Id•ng by; 1 TOp'Chord lrKhlq his:dngned fan •dlin 41 11 maYtment'o Me" too thoid,'ll' plywood - floor I'Iht Ihlp 't Iyopnly appl ed'wllh tngget d.nls end ideouole nailing; a ewllinu :' nits diaphrsqm oat In yhdexel' red ind Odoldional Meting on the pl qe Ily of eq M Sonri me il MI M mil nit may, he deoeMed tits. le nth as diapbtari:wheri proonly janero and nailed, Selechori and on of Ih e v•material1 11a11ht Jncsotsnn of lM buyldmq df 9 ry, APPENDIX'. I It is intended 'Ihot. las etnerydl cn'ela, n onlY tenth. ;neon. l anotions'.Ih It e.;. biOed s a•0,dde My, onto hardtop ',ne Klb Id a More comp. ..datenserti non M nip rad Thry >; be some Irimenis hiSehlihaddoiichiolMK root IlbeKetery ;!, 1 UNLOADING II p4 'Id :'. Shuttlthnl be l dM I I rely t:, sm... pnwM TMY Islll, 1M lnoded ugh t 'ra Ih 1 !', would eansoundue lebon tlr Ih qhl molt in d Io el1 11 Damning M Iru11K to an.reentabie precl,te nnwMf {het sM' •: 1 utusl, are not domaged or Oicesiwely pressed In Ind tl 1 du o rr]',; 1,Th ,btuhl droll r i- .1 MJleetl 'm:I d ape IMI.y t Ily.en 1 eat Ib STORAGE -,L a 1M1I l i takenI rws to cccccuxe fiend M 1 y yrisiin or fa Oh 1 rem v OPP/ mite. the I Ines a 6endM ben Ih hjM rp It mated, , ' t C. 1 4 i , 6 meal b IUIM i t.datill1niMwoadjDer .; nb t erns Ihei h l li se W ihe; w IIM 1'Mronr Res It' IK emend q them ilt'li 4hM, I d '. Iht wedl' 1 Isridlrp, t 7 Ind nl+ei.' AI IheritautM iniybe.talM by n!ordnaicion I the sin.11. Ile ni',motl 1ionboo,..dneci tanla 7'~ Ih Ih 1 let M wh h at M I l l d 10 A t l orMm 1 o i P i ERECi.itikTRUSSES*he t d n.q a M lder sh II tale II \ K Y nK+U1M o f L ethos' I handiMganderycherolemed. da nafrodueither adea ei 'colas/Al ihetruss T 1 1 Shah be; It IlMrnl y h ai, Jlwe ii too rp r,d r pl well be p, rlol el gn7•11t 1 .[, , r. . ,. Q,'• :', .. lei Fa I heir ts.. with,stirns Memeet. a 917 In1,11c11 teem 1 minted shot orrenebook be 'snot isIlueread us F'4w4,A171'TM' t strong beck, 06:hod.M a' tatMd to IMP top ihord bed yieb'rlhnrbit•t if ;; Inva11 i11,appailmstf1Y.10 Ian ./"IMr:IM Orono beat d euld Mi r 1 a aboit tM rues wrvhl'nI The I Ind b ie Mennen beioewninp :7M i l oop haigryer.M l amr i nl minIsat.edtetith.ib hlY Lcorryth,OwNgh1 IIM hires and •lrptllr to adequrlleells` L MMwg1 1 t.1 er, tie y 1 I I 7e'. AREA CALCULATIONS LOT AREA (SQ. FT.) MINIMUM:",rye EXISTING: FAC:, ,MAXIMUM: S4,¢ , EXISTING: _ 358: .MAXIMUM: 0.2 . EXISTING: 45%: MAXIMUM: 628Z,52 EXISTING: NEW: NEW: . NEW. NEW: TOTAL: 13 Z. Z7 TOTAL: .2fa •. TOTAL: SQL .3 TOTAL: ` TOTAL: J 77aq FLOOD ZONE .` MIN. ELEV. REQ. : COMMUNITY PANEL NO, DATE REVISED SUDST. IMPROVEMENT EXIST. VALUE OF THE STRUCTURE VALUE OF NEW IMPROVEMENT 849.9 ALLOWED_ — AVG. CROWN OF TDB ROAD/SIDEWALK: . MIN. FINISH FLOOR ELEV. REQUIRED: PROVIDED:.^ MIN. G:RAGE ELEVATION: ALLOWED: PROVIDCD MIN. 7" BELOW ITHE ,FLOOR OF THE MAIN OCCUPANCY MAX. MEI= OF THE DUILDING: ALLOWED: N) PROVIDED: NO. OF STORIES: '' ALLOWEDc---.1\.0,; PROVIDED: ?- SCREEN - ENCLOSURE: ACTUAL AREA --_ 2/3 MAIN BUILDING POOL: AREA: POOL ENCLOSURE: CBS: B OF' IMPROVEMENT CLC SELF°CLOSING'& LOCKING GATE ) FLAT: OF."MAIN TILE." AREA: BUILDING 15% ALLOW'. PITCH.: GABLE •ENDS: INTERIOR WALLS : IF ADDITION, HAS HOUSE DEEN DUILT FOR 3 XEARS EXISTING DUILDING PERHITS REMARKS: r . SQUARIt F00T AREA CALCULATIONS:; TOTAL: DATE PREPARED: 467d, 3? d/lo uY '61114144': 352, 5do 73; , 45%; 363o ; 07,25 0 CITY OF' CORAL GABLES ZONING DIVISION — RESIDENTIAL WORK SHEET PROCESS NO. ARO'./ENG: TYPE OF STRUCTURE_ BD. OF. ARO/. (DATE) 2r'a"90 SURVEY (DATE ) : 5-30-90 ' PRIVATE OFP-STREf.T; PARKING NEW . . EXISTING DETACIIED ( ) ; , BREEZEWAY •' 10" PAVING sp. PORTE-COCIIERE (.) ACCESS TO DETACIIED:GARAGE: 80NING ON PROPERTY OTRER RESTRICTIONS::, VARIANCES. EXISTING: SETBACK ,FRONT , REAR MAIN.BLDG REQUIRED i ERE, NED REQUIRED ENCLOSURE ACTUAL _„_ POOL RCQUIRI;D a:'' ACTUAL '-'• Aux;LIARY.REQUSRCD ;. . ACCESSORY ACTUAL: "`''' DUILDING PERMIT NO. LEGAL PILE: _.. ... STREET PILE- COVENANTS:, EXISTING: TYPE. NO. REQUIRED: TYPE NO. U/STORICAL BLDG. SITE: ./7, ' R.O.W.ENCROACBMENTS: lagyaiwe MIN.ST.•FRONTAGE (13--2). SECOND ST. ENTRY: A/CL McCII. EQUIP. S.D. e' 15' FROM P.L: FACING FRONT ST.= RCO'D SIDE ;, STREET CHANGE OP,iFACING:, FRONT ST.: SIDE : ST.: RIGHT LEFT, ,; SIDP_ST. • SIDE' 'TOTAL 347q B CITY OF CORAL CABLES, FLORIDA APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith sub- mitted for the building or otherstructureheroin described. Thin application is made In compliance and conformity with thebuildingordinanceoftheCityofCoralCables, 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 bullding Department of tho City of Coral Cables shallbecompliedwith, whether heroin specified or not, and that all insurance required by Law and Local regulation shall becarriedandkeptinforcefortheentireperiodthattheworkunderthispompisunderwayanduntilitssatisfactorycompletionnaedeterminedbyissuanceofafinalco//m''pletio-nf certification by the City. t OWNER/ W/ ;g° FWelk-44 QG r.1•- 0/1.A//TA- Date '. Ip ADDRESS / 7 C.4 (784 -- Loos) Block 2 s' Pc, 4 7- F Sectlo L !/47 IF' Number of. Stories Number of:•Units Type of Reof.- Use ., of Structure Is building within easement area? '• is water available for thls building? Size of Lot Setback F / 11/5 I /5 / Actual SQUARE FOOTAGE 4913 0 Required sP ist-1 us 11 ` w•- Detached Buildings RF5LT1P- 1YF 6A-gArfea ;Land Coverage CA. t3AA1A / Actual cu. ft. per front foot ep(/ ^ j (Commerclki St: ilk V " . 82 Building $ 3/46—.' SS. 1Q/2aregj ,E I°En) at1 2e y Oi AIrGaAJy 1 s arztea+t) A21UF GdOy„llo ' $ dlovk. T pc Lond No,'$$ /56,O : e-r) ' ate LAt91)544,E' :TOTAL $ 4700. 6 7. Estimated Cost > 5.:`ge.. Archltect,; MISCELLANEOUS . PERMITS:' 1-0iEJ2: t rI LL., 0.85 rUrlLLj 9 P/CKET R 7%G FO!Cc Name and Address`of Contractor 1 { c L7T Thereby submlt; In duplicate, all' the plans and building, and Its construction may be sent to STATE OF FLORIDA.• S COUNTY OF DADE CVO CniNSA•YvAVAN . -I,nC specifications for: said building. All notices' with reference to the L. E. F\-lq.pv sA #'Y° . ir,im33 . )? tl phone 2,`It1- S S Signed) 1 L'1ji* iipr ,tA' wner `Cr contractor) CC C O7y CZ() State' of Florida, File No.1' Before me,' the undersigned authority, this day personally` appeared l : (Print) to me well.known, who being by me: first duly sworn, did -depose and say-as'follows' 1. That he 'is ymaking 'application 'for a construction permitfor the construction, or,repalr, of a building In The City; of CoralGableson [he follow ing described premises Lot(s)' Block ; ' } ' Section Street 2. That 1n connection with the work to be done under much permit no oaneral; contractor. has been employed or ' retained, and no person, firm or; corporation, acting as s.contractor,:la •receiving, any, compeneatlon,.whatever In connec• tion with the work to be done under said permit, except To'be furnished at or, before completion of lob: (It is understood and agreed that NO CEiiTIFic^ . of occupancy will bc. issued until a complete' list of all COtltractOrS ivho wor , . the joU has been furnished;to.the•Clty gnd unless;.? all such Contractors hnd'.current occupational licenses In`Coral Gables ) that other rise e.ach.person engaged in 'said constructlonllvork le being pald on the.- o! R etlpWated scam for his services, per day,, by: the efflant; and that;the labor. being used In 'such: construct on. le 6eing done•. by what Is commonly ' known as." day labor;'.thabaffiant:e.s'owner, will.' comply, with the :.Workman's Compeneatlondaw of.the State oCFlorlda ' mm by ubtalninga'statutory Workmen's.Compensation':Insurance:policy._o by qualifyying with the Florid' :Industrlal,: "dis• mon as. a;selt•lnsurer, that the afflant;will withhold Social :Security, Taxee,,and' ederal 'and State.Unemployment, Insur•: 7.ance` Taxes;'and.Federal:Income"razes:from'..wages ot:all',such:?employees!':working.tfor.hi on."such construction and ` will make returns thereof to'the Collector ofInaters4I Revenue and, to any,Droper State body That thin nffhtavit la -being made ,by this affiant for the purpose: Of indccing the City;;'to grant a 'constructlon per- mit andto; avoid th payment of the .licenia•fee and. the deposit:of a contractor's bond, :as, would b_erequired if..thin affiant''.''' were' engagmf In . the business: of: erecting. or. repelring'build Inge: in'. The.. City; of l; CoraCables. =gu ; Thoowner=bullder .hay. be '. to •furnish:a cash bond` sufficient to cover the cost of repair. or replacement of:, consequential;damage of: City; property laignsturel,:, Sworn to and: subecrlbed before me this day of A'D' 19 1, My con[miselon explree LOWEST. FINISHED FLOOR ELEVATION including basernent) DISTRICTS H. F.'H G. F. H. I OTHER Required Proposed x•out: inappropriate districts .; NOTARY PUBLIC STATE OF FLORIDA 33/ O AUG 27 '90 09:29 1ST FINANCIAL TITLF--MIANI. FLAminiumen a 14598E 1405ThisZifarrantydeedMadethe14thday of _ray CARLOS M. SIBLESZ and MAGALI A. SIBLES7 s HIS T1nn,. hereinafter called the grantor, to A1a;1Feo BARRERA and t1UANITA BARRER/kr his Wife whose hereinafteriflie whims tl calledthe grunter: :) ,W 3r De; . tht Cle1A 1 i F.C, (y.'•p0. .. I N'Arrnrr wad !twin th. vra. '.grant t.. and "erantre Whale all the !matt in th thehrir. Irul nprrrntau.r. and toren, of Indi.iduth. and'thr woo.... and a..ian ne'ne'numrnl and reenuonltiltncssethaTllotthegrantor. for and In consideration of the sum of S 10.00 troluableconsiderationsreceipturherecdisherebyoebnowb.dged, hereby grants, hnrgains. sells, , 0l1 u, ire. raises, releases, conveys, and confirms unto the pronto.., all Mot certain land sunalo In' Courtly, 1'lorida, vi;: P.1 pe f e n'MCa FORM Or Lot 4, Block 25r.of CCCOPLtM SECPICN ThO, PUT nF", according to —the Plat thereof asrecordedinPlatBook'133, at Page 30, of the Public Record, of DadeCounty, Florida;` SC113E T TO: Taxes for the year 1990 and thereafter; zoning and other regulatory. laws: and ordinances affeclfng the mod, restrictions, reservations, covenants, conditions, limitationsand. easements of reocrd, if any, and easerrents, rights -of -way and reservations of record,', if any, for the instal— lations and maintenanceofpublicutilities. A. D. HP by Mame Class "C Richard By Togethfr uwi h all +l,d'tenements, wise appertaining, l ttatw Stamps Collected; SURTAX Doc, StemprCollected e an^lble Tex Collected i County. Fls, 8fr hereditament, andappurtenances thereto belonging or in any- o f l ve andto • Rohl, ,he same in fee ,ample forever.' . Lltlfl the , grantor • hereby couenanls with'. said in fee otmpre;•that• the grantorhas.good .eight 'and grantor hereby fully warrants the ;lire,to eater land all persons whomsoever; and that said land is free to December 31,' 1990leliereof, th lint about'. written.' STATE of F'l• o'rida; COUNTY .OF.Dade • grantee that the grantor to lawfully, totted of said rand,„ lawful aulhorily to sell and convey said land; lhirt the:'.': and will defend therlarne against the lawful' rluima of of ; all encumbrances, .except, taxes accruing subsequent erg1,1r. ta! arr 11a riCIAL agar EY KdAr " ERIFIED; , P1C$ ARb.I. HRiNrna CtrRN CIRC41t1 CUUeR? said grantorhair, lined.and aealed,these present the day I"HEREBY•CERTIFY that on' mil day 6elare me, an officer duly authorbed..In the 'State aforrtaid, sad lrr(ihr County aforeieid to 'take uknowttdgnirntt, per ianallY apprared CAFasaSM.;STKPAZ and2;' MAGALS:•A.t;Tnrs^av , .. lo'',me ;known to be the, pe•rsonT deuribed in and "who esreutrilthe lotegains Inirument and *Nay adnowledied, before, me that';'7ue WITNESS my, hand and °Hie* Statii lasi,aforeuld:thb e Y t a :; , td reEiC • This lnstrarrirrti lurrd y 0107 Sr PUB! IC STATE OF Falikb,,:, P'Utt119 } ti>'tirrlti, ;Mi:COWIS51GNE%P•,'AUG .-1i19 f r, i.:• aa`se ? roth*c ' ,tenca. 0..9. s and. year ; CITY OP CORAL GABLES BUILDING DEPARTMENT • PERMIT FEE WORK SHEET Owner Block Job Location / 4 Zs L Lot Section p A`yc _ Contractor Archi ect K ; Process No ',._ Permit No. 1. New Residence, Duplex, Hotel, Apartments .and Additions: Square Feet 279a: 65. OfficeBuilding and Store 'Buildings`(Shell`Only), Tenant Square Fees Improvements,' Interior.'.Alterations, Parking Garage, Ware house with .minimum Office Space, Swimming Fools: Al ERE? T vn td 7 9, Concrete;;Patio;" Woad• Deck,• Driveway,; WalkwayScreen Enclosures Parking1Lots,'Tennis`•:gourts and`:Landscaping: 7sa s la. ViwAji$oYoro4 ii.'et !6`x J'c'r+ Like i 1 x A ysb./ 4 q' , 70i 1-' yo - y --s/So fi' s .': 44, i/s4 yY : 2, fg: 35" Square < Feet 4. Awnings, Canopies, Windows, Shutters, Wrought Iron Grills, D oro and Garage Doors: Square Fee i ACScreen,. Masonry Fence, ;Wrought Iron -Fence, Chainlink Fence;' Retaining Wall and :Rai:l•,ingS:. Linea]; Fee L` NTE•2 k/ eosA/ 4AL AA P it EP" Q/L FFNa/c 133 4 106. 6s OTHER BUILDING PERMIT FEE'CALCULATIONS`, AT #1 CAT #2: 662;7/ Spfr p 7). 2 CAT. #4 CAT. #6... 51.33 OTHER TOTAL $ 3 7 go. 2 79o. GS 2'fg 35 a 6 Gs:" OWNER ,BUILDER • PERMIT' (FE'E • X 2) VIOLATION ( FEE X .0 FINE, TOTAL BUILDING', PERMIT FEE LESS UP FRONT FEES°PAID NET,DUILDING, FERMIT FEE STATE OF FLORIDA.LIEN LAW. RADON-.FEE';:.. 7%gZ C) Dr4fr= tY COMPLETION •, BOND, ": o o : 74 6 7, 2140;tdIRACLELAbILE SUITE Z 204 tiCORat CABLES„FLA T33I34 ,r DAD El ia0a 444TN!-."a=4 ice" iul> rq;ttioeis i<xxcnattat e o I-, 'L TKO ;3q, YEY6R F F 41-k,.t'S' ' 4Vfild`uu 14,',,'lf" 1yfai"?K.1,tirCrd ;T3, g( 14:' 1 , .. ,-, -' si v ':"..:Y.SR./ M, y.<r. SURVEY 1N0 '4%— tT 1rrn t F: • SHEEP I " OF. sUBolvigi0li' ' r'.p€90t /P1- .,44i%r-1 7 r^ cnA d AT PAGE as s Aco tGfNii'To:Ttil PLAT` THEREOF 1+3,1lEICOROED'IN' PLAT Ej00K Na `r UBllG' ljfiCORlJ3'rOF 1 `•: • Re -,A'• C011NTYi FLoRi OCATIgN' sKetcH r r fi sii\ krs'1!' A tr. 114d,',jrr,1Fl., r; 3CAL' E :f. E• aa, Process N CITY OF CORAL GABLES BUILDING- DEPARTMENT PERMIT FEE WORK SHEET Owner APTUPO Be=r2e.E12_,4 Folio No. Job Location /99 72te/o&q (3-)uer Cpeoru/vlitCat Block 2 S Section.. "I' Architect Contractor A61/4/VCE-B Rot d .R4770 Permit No : 55 Zo - 3511. New Residence. Duplex, Hotel, ` Apartments, Commercial & Residential Additions, _ Residential Garage Square Feet ... 2.. Office Buildings'8. Store. Buildings ° (Shell Only), . Tenant Improverne, nts, interior' Residential ;and Commercial Alterations, Commercial' and Apartment Parking, Garages, . Warehouse with, minimum office spacer Swimming Pools, Covered Terrace.Open. Porch." Porte Cochere. Trellis'' Poo Square Feet Pool' Deck;;, Driveway, 'Walkway.. Parking Lots nnls Courts., Screen; Enclosures, ,Landscaping Square';' Feet ,'. 4. Awnings, Canopies, Windows, Grilles, Doors, Garage Doors Shutters, Wrought Iron Square Feet 6. A/C Screen, Masonry Fence, Wrought Iron or Aluminum Fence. Chainlink .Fence, Retaining Wall.: Railings Lineal Feet BUILDING PERMIT FEE CALCULATIONS CAT. # 1 CAT. #2 .:595'q CAT. #3 CAT. #4 , CAT. .#n OTHER TOTAL OWNER BUILDER,.PERMIT (FEE X2) VIOLATION : (FEE X2) FINE` TOTAL BUILDING,;: PERMIT FEE LESS' UP FRONT FEES, PAID BUILDING PERMIT ,`FEE STATE Ot=, FLORIDA LIEN LAW RRADON, FEE SQUARE FEET PrCOMPLETION BOND ESTM PROJECT COST.'Z0/000 3 300, TOTAL $ 4 gl,,. ")=.5 z6 Z679-: CITY OF CORAL GABLES BUILDING DEPARTMENT 405 BILTMORE WAY CORAL GABLES, FLORIDA 33134 PLUMBING PERMIT APPLICATION BUILDING 3v-711PERMITNO. TYPE BATH TUB NUMBER RGH SET r BIDET FEE li DISHWASHER DISPOSAL DRINKING FOUNTAIN FLOOR DRAIN GREASE TRAP INTERCEPTOR LAVATORY LAUNDRY TRAY CLOTHES WASHER SHOWER SINK TEMPORARY WATER CLOSET 9- 11111111! Iql III, 19:MA CT. PLUMBING PERMIT NO. l 5 rl'`l°t Co# 11.14/hS iePfetrs'AIPW/4-236.3 Contr gr sf ressgtti e Phone 2:45eRatAt tab ld/s/ r C E r Lot T Bi 5 coax» zz, Present or ProposingUseof I.1 lding d17e- e Old New Na. of Bedrooms URINAL WATER CLOSET INDIRECT WASTES 9 9 eVb i Application is hereby made to obtain a permit to do the work and installations hereon indicated. I certify that no work or installation has rior t• beeneffperfor Dade the issuance of said permit and that all work will be he sta ds olaws regulating construction in City, ral ICE MAILER WATER SUPPLY TO: AIR CONDITIONING UNIT FIRE SPRINKLER HEATER - NEW INSTALLATION nature of Mast - Nobel orr9f Gdntr. Cert. No. Q_ Contr. Social Security No. Insurance Date Date of Issuance: Issued By: HEATER - REPLACE LAWN SPRINKLER - WELL SWIMMING POOL - WELL WATER SERVICE SEWER CONNECTIONS SEPTIC TANK CONNECTIONS SEWER CAP SEPTIC TANK This permit does not become valid until signed by an authorized --- representative of the Director, Coral Gables Building Department and all fees are paid and receipt acknowledged in the space provided. PLUMBING INSPECTIONS GROUND ROUGH tt RELAY PUMP & ABANDON SEPTIC TANK SOAKAGE PIT - CU. Ff. CATCH BASIN INTERCEPTOR. GREASE, OIL DISCHARGE WELL DOMESTIC WELL AREA DRAIN TUB & WATER PIPE SEWER SEPTIC TANK WELL POOL PIPING 12- 4050ii z7/9 e) G-6-tr wx ROOF INLET SOLAR WATER HEATER SOLAR WATER HEATER REPAIRS FINAL PLUMBING POOL PIPING LAWN SPRMLER SYSTEM REINSPECTION CAP FIXTURE A. TOTAL FEE THE OWNER' S AFFIDAVIT: I further cert[ty that aii work will be dorre by me personally, for myselt without any outside help other than a licensed & duly qualrtled contractor as required by law. 5514: as Sinned White - INSPECTOR' S COPY • Green — APPLICANTS COPY CITY OF CORAL GABLES Building Department 405 Biltrttore Way Coral Gables, Florida 33134 ELECTRICAL PERMIT APPLICATION JOB DATA TYPE NUMBER FEE IIIIIIIIIIIINIIII IIIIIIIII 19: 4c7:(9,,, AcT OUTLETS, ROUGH WIRING SERVICE CAPACITY /J!) f? S 00 RANGE DRYER RANGE TOP AIR CONDITIONER (CENTRAL) ,; G . O Q 6.00 Q. 00 MOTORS WATER HEATERS CLOTHES WASHER DISHWASHER PERMANENT FANS LIST BELOW, i 2 i r 57 oa 2-oo 00 tom.. O J . co STRIP HEATER (KW 10 K (rJ ) DISPOSAL NUMBER OF LAMPS TEMPORARY SERVICE Z . 40 00 0_571/0 REFRIGERATOR r 2•06 SUBFEEDS TRASH COMPACTOR T.V. INTER-COM FIRE ALARM F ELECTRICAL ' ] PERMIT NO. Cont ract or A; cif. .f;: A_ - Contractor's Address Owner's Name Job Address Lot rAS S BUILDING PERMIT NO. .,._1 Phone f 1 Phone Ijl Block Subdlvisio•n f '? PROPOSED USE OF BUILDINGS ' .. NO. OF STORES FAMILIES OFFICES BEDROOMS METERS BUILDING INFORMATION: TYPE OF WORK ADD 0 NEW O OLD ALTER. 0 NEW REPAIR 0 Application is hereby made to obtain a permit to do the work and installations as hereon indicated, 1 certify that no such 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 laws regulating construction in Dade County and the City of Coral Gables. I further certify that I have checked and am responsible for the a cy of any existing wiring systems to which the work described in thi ermit a ds extension or makes changes. Master Ele llician or Home Owner Contr. Cert. No. Contr. Social Security No. Date of Issuance : Insurance Date: Issued By: BURGLAR ALARM REPAIR ( SPECIAL PURPOSE OUTLETS D0 TEMP. FOR TEST SIGN { TYPE) SWIMMING POOP. [ N' 00 TOTAL FEE 7 .35• 20 NO. LIST: MOTORS, GENERATORS AND TRANSFORMERS FEE NO. A.C. TON FEE r 1/ Oa Co This permit does not become valid until signed b of the Director, Coral Gables Building Del receipt acknowledged in the space provided. ELECTRICAL I PECTIONS TEMPORARY SLAB ROUGH OTHER REMARKS: FINAL ELECTRICAL THE OWNER'S AFFIDAVIT f further certify that al4 work will be done by me personally, for myself, with- out any outside help, other than a licensed and duly qualified contractor as required by law. Signed White • INSPECTOR'S COPY • Green - APPLICANT'S COPY -- - -t- LPn ______________ i9z±t1 C E it_li411111’t : /‘r’trarl Ii I 4z’r—i&- _______ 1 _____ — I#2 I - _________________ :i; III II I A I as -ww a-c •I ii i1-:V g •j -.• ——I -—-— -.• •34799 •WaTION S GROIJID FLOOR FRAMING RAN -.-•‘•-••. • -•I’-•, --—- ______ :t •E.?r2 IWt 4js a I ;i S ‘-S 41!; U Cz LU oL LU IQ Ii ct. 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STEEL —PISISOED WOOD SLATE COITRACTOD FILL DOUG,,Lao IOLOCCISOI CLANCET ITLSaATIOO STRUCTURAL &GENERAL NOTES :.---‘--•—— -W—U R•SA BURGLARY &SECURITY N TES ,E_..,_,-“ •... -..c --•‘ N I. -- : _C- :--- N RIGID LT,SIU_ATIOR ROOTER NEW OR STU CEO SYMBOL LEGEND SECTION OUT LINE e DETAIL ST000L ELEVATION S0000L 0 0 VELURE AICOS LANDSCAPE NOTES w C-)zuJ u) -J 0 LU -J 0o1(, 0 u_i I-) (c fl SITE NOTES I TIE —aRE RA AU —RIATO .,a UT.IIR,TOOE•RTRRSA T ITULR IllS 01AU INSTARTIRI OUTER. cW 4.105 INN.ONTRTT.RO TO 050505 TR -___E .L”L..- ____ I ,O:.:nT) STANDARD DIMENSIONING METHO -...,-.I •—.-- BA R R E R A RE S I D E N C E I CO C O P L U M CO R A L GA B L E S A * q . 1 -k -1 - ‘0C Da - 4 , 00 6 - - - - - - — - — — - - — — — - - - - n h _ Z)mIam*&n-.-,*”ri — motorcourt garage -/‘t.eo - L 3 private ‘-- C garden.—U1Lp,b.C..et ;; ,e. 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Z 1 R R E R A RE S I D E N C E 14 CO C O P L U M CO R A L GA S L E S 33 (a - S0C Da - , 00 C, , CDC , 0 D0 00- ‘0 CD 00-a 3 - oa BA R R E R A RE S I D E N C E LC O P L U M CO R A L GA B L E S / 1 I r r i I . I i 4 E , i 6 C, , CD C- ) 0 D - h 00- ‘ cD E R A R E S D E N C E _ _ _ _ _ _ _ _ _ _ _ _ _ J O C O P L U M CO R A L GA B L E S 4 _ Ei . : . U, CD C) 0 Da-00- ‘ l E R R E R A RE S i D E N C E 1 CO C O P L L J M CO R A L GA B L E S (‘ - 1 ’ r 4 S & 6 I t - f l 6 c . I ” 1 • 00 - I , a 3 -oa _ _ _ _ _ _ _ _ _ EB A R R E R A RE S I D E N C E CO C O P L U M CO R A L GA B L E S _ _ _ I BA R R E R A RE S I D E N C E CO C O P L L J M CO R A L GA B L E S (I ) 4 ii 11 8 p ii 7 CD - 4 - Li ,a CD - t 0 .1 - 6 6 (1 ) CD C- ) - 4 - 0 D C- ) a C) , CD C) - I 0 0 CD - 4 - 0 2 . (, J a U,CD C) —0 Z5 0 CD 0 a , 41 a a a BA R R E R A RE S I D E N C E CO C O P L U M CO R A L GA B L E S €‘O D -Ja. 0 0 0 0 U C-)z LU 0 U) UJ FOUNDATION ft GROUND ROOR FRAMING PLAN •‘..-c (0 Li -J 0 0 -J 0 0 0 ROOF FRAMING PLAN b .ca-—.e-.- SEC19ON © __________________ ‘uptwua SCI1WE.E OAR SIZE LAP __ ::g .t_J a EZ.DDi J’ID.D.s G.NG;EODOJZTC S _:flNGz TTP FLOOR TRUSS 0)55.StrolL IIa& e 4 cw’i hUBIF000NSO POSt ASOPSOW.nCs)WAD fl fl1s4 jØpnBI’Sn —r Ii I liii n wwS————El 3D t\D _____ “ri 4-L -L -- I 0.-i4-aJE L’ ±e:.4 L_LL_2_J REAM STEEL PLATEMEST DIAGRAM I.NSIEOS SSSNSZBY EONS.SOP BARS BIALL LES 55 OAR 505 IS MIOSLE IfS OF SPOIL A.SSSOGAEVER N GAFAYRS flP.OPENING IN SLAB ASOTONAL REINF BARR CONCRETE BEAM SCREDULE REMARKS TYPICAL GRADE REAM TO PILE EONS CIOP R.#* TYP.POOL SECTION ACoLfl PIP MASONRY WALL TO GB CONk BEAM CORNER PLAN GSC.LINTEL COLSMN GCISCSULE MARA SIZE -Q REMARKS .•S.•PT I’S’AR .r—a.RR (o za\ - TOTYPICALWALLFOOTINGDETAIL Ii —t • 7 & t R \ R R E R A RE S I D E N C E AG I CO C O P L U M CO R A L GA B L E S - — 1 E L I I - , 4 OW S 2 t I . 1 0 c 9 % 1 f l 0 3 0 9 c c S 3 ] 8 V 9 lV e J O D 91 f l 1 d O 3 O D SI I DV 3 3 N ] G I S ] d _ _ V d 3 J / I I I Li I .1 1 4 / - r - . N F CD CD C) - 4 . —4 C) 0 U,CD C- ) 0D 6 E1 . I l l - N I BA R R E R A RE S I D E N C E CO C O P L U M CO R A L GA B L E S v : i p t j uu . U j a EJ j Li L L L z i H ii i i CITY OF t BuIIdM 405 B Coral Gabl ELECTRICAL E J TYPE 1 NUMBER FEE OUTLETS, ROUGH WIRING SERVICE CAPACITY RANGE RANGE TOP DRYER 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 COMPACTOR T.V. INTER-COM FIRE ALARM BURGLAR ALARM REPAIR ( ) SPECIAL PURPOSE OUTLETS TEMP. FOR TEST SIGN (TYPE) SWIMMING POOL JfV G TOTAL FEE NO. a.) co LIST: MOTORS, GENERATORS AND TRANSFORMERS FEE NO. A.C.TON FEE Contr. Cert. No. Contr. Social Security No- ELKTRICAL BUILOING PIT NO. 333 PERMIT NO. Ce y c, ' Phi ns vl`C 1 Co tractor's Address • s 1 DAC' iI1C m- T c P — ggs5 Soh ress c Pro t3 ck)a(t- Lot 81oCk Subdivision PROPOSED USE OF BUILDING NO. OF STORES FAMILIES METERS OFFICES BEDROOMS BUILDING INFORMATION: TYPE OF WORK ADD NEW OLD ALTER. NEW REPAIR Application is hereby made to obtain a permit to do the work and installations as hereon indicated. I certify that no such 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 lam regulating construction in Dade Cotanty and the City of Coral Gables. I further certify that I have checked and atn responsible for the adequacy of any existing wiring systems to which the work described in this permit adds extension or makes changes. t k_Ww-vv, Master Electri c"ia n or Home Owner FRa4 q,k- Zg'3 Date of Issuance : y insurance Date: 11 Issued By: 7.st.. Sees This Permit doss not become valid until signed by thorized rresentative of the Director, Coral Gables Building Depa Treceipt acknowledged in the space provided. ELECTRICAL INSPECTIONS TEMPORARY SLAB ROUGH OTHER REMARKS. FfNAt EL ECT RICA L THE OWNER'S AFFIDAVIT i farther certify that all work will be done by me personally, for myself, with- out any outside help, other than a licensed and duly qualified contractor as mita/1w by law. Sipped — White - INSPECTOR'S COPY . Arson • APPLICANT'S COPY CITY OF CORAL GABLES - - BUILDING DIVISION d DATE ~ /• — ] 9 OWNER 1 ' e rved le ARCHITECT n My-, CONTRACTOR A Dv P ¢ f?9-n 0 C :.I"" p 2 -3.5'R NO. STREET LOT CA-0 LA aoc.) 2.T 9 BLOCK ^ S TION No .35Z02 BOND No 379 { Z BOND OUT YARD FINANCE_- _.. PAID - -- — - - EXCEPTION RES. No. DIMENSIONS OF SITE FRONTAGE J DEPTH erk)04— FRONT STORIES TYPE OF CONSTRUCTION USE TYPE ROOF dL- 6,t/c y FLOOR AREA SET BACKS (IN FEET) RIGHT LEFT Leme) C.00 z e 41 REAR F PAVING CONTR. SUB-CONT. FORM IN APP. FLOOR AREA ZONING SQUARE FOOTAGE MINIMUM REQUIRED e1 MISCELLANEOUS ZONING FOUNDATION TIE BEAM FINAL PILING LINTEL FOUNDATION COLUMNS GRADE BEAM RAKE BEAM CAP LATHING SUB -FLOOR, 1st COPING SUB -FLOOR, 2nd FIRE STOP FLOOR SLAB GARAGE FLOOR TIE BEAM, 1st ROOFING TIE BEAM, 2nd FRAMING AIR COND. SIDEWALK FINAL MISC REFUND PWMBING P;/.1477 4 0(.2-G-iW SEWER LAT._ SLAB SEPTIC ROUGH GROUND FINAL ROUGH Z )13 ! V _ FINAL ROOFING TIN CAP___ TILE ROOF TILE LAY FIELD INSPECTIONS DATE TYPE m 4 INITIAL REMARKS O/// 6ai4t Pe '. i*`: se..(rsslt "'8E w4C 4l 1 dti4 e 14 se : far 7.7 061.:4 : fl II i‘111!1111. EN . 1 Lb! ' Pirg 111,111. II '1F4.7141:1: 1,', .11. ' ' ''; " !'' " IJ'" ' ' .r: r ' " r:. rrirt" 17r 41,1110gterlr:11114rifirritIVT7IIIMITR71WV.177 ';'.!!(!'' 1 ' ' 4 lir erg' ir/de_vL mir /' s iv/ coe 4:0;,, /It refif 44_,,or 4 , N\ C.6u,A 471 6)--e.. 71-& dew 2(17 .69 4:612/9 01'21171 F.0)1 .r? INEY 4-:.! dr' . - d'r ,.' . 1 Y.ero f e 711- 40i r 4Cw hat' te//11 410,4/ e_te2c06, fee? ife eti'.3e7e:ree74a- .a/tocI.k err" ("elf/ 00 1.' 0 didlot," /6.71,:;',,,70 41) WV, RESIDENTIAL SWIMMING POOL FOR: est,er, q FO1R (OFFICE USE: 71 wr FILTER SIZE a wpm miNI-SPA PUMP ELEVATION SCREEN HEATER' DEM PitilS14 EIL LAOIS& CHLORINATOR HANDRAIL ,.,. DYANCED. POOL E,PATIO. 6667 6.V1! 131 STREET' hilAtill• FL 33176 25g-7075 7,;-1•• "r; 6,4 • "1: 1411 IlF" • • 71! 1}': Jo, 7 71' 7.776.147 II:! 4.1.i ••• .,! Y. mie• I 141 8./ 4 2,1571:7, a....;00•4,,6F,•, r.•;,,rt:''..,7:111 • ;, 1H7 2; 6 Ak., 1 . 6•'6i LEGAL DESCRIPTION: tar aliAtefor 4 or aittie PARAIiiti 20, k1.1 Id. iLL,L . ...„ .... 6 • 70eie/ mievrino 7 y/e.../.0157,-€.4,47th 674 & z.e,o,co p5 41, ke. 1741 ideliSel*th*t ,47/tv've, 247, 4674e e /1-3411/(71/7") heerorAq cavele.:/e2?‘ 25 /1-s- be ekii-d0 tni;i/fre.ijr) /err/ ,47.,-Y-57e704, 5‘7*.e/w/717,-? a repve,t7, 2,-,/;)/467z.),-.77 ,e;c7,--eitel./.77et.znrs. s /caXe ee 07e *6-696 674' 44-4 6/1)0,// /4.5-7//e.,-Y. OIL 4)--: • ' PLAT 1100K /3F, At MailfaMaint J..„q0 tape cowry ' PLONIDA FOR OFFICE USE: ilgiM1111111111111. MEM= 71 I 1 iiigiM11.1111111 aiiirAlliMill11111 CHLOIRI r..- SIZE a DEPTH ELEVATION 6.1116116.11.11.111111111 611i11111=11111111.111111 NOADNAI MINI -SPA SCREEN 111111.111.1. 11MEr DVANCED Filli eegetSW1stirote0Y- VA -To rs R1:011!r.1- rw_ 1 (%, 41 r /! Al /at IIII I' lil II #! lii ! k MI Ver rr 0 i F re rw#war,#:.«i.0...,m,.,6-4...;s.«+r«Ur:.•:...4..,—,.., ,0..10I Fiw,,, ..- iw . 1i, Y n.161 d.w rM.76"ilMtn'fflM•..hcorm.wnrr--,-.h«wxn«i ... .......-i.0.-6.-.-._ 6 -.-S4,. 41' e )d/ L`- / r i( 4. ;r 0 '/ 5e--7`,r4 2 w,..., 9' 11' ' 1, 47 r .71 .4 /4".04. 71 ` . 1 /C7 rr c• I,s5`4. r3 LEGAL_ DESCRIPTION: er KIT NUMBER 4 OF BLOCK[ numstit OF PLAT BOON( /OBI AT PAGE NUMBER t}."3/50 DADE COUNTY • FLORIDA Air dr- Y CT- 11*. M e' .mo-; /{:rlv 1 ..4.i6 `ice' / See. I' rf4cr7 1' '2-;r,1', FOR OFFICE USE: a r FILTER 1 SIZE 8 DEPTH W MINI-8PA PUMP ELEVATION smelt tolbitia HUrtire act.I t & LADDER CML.omta top HANDRAIL DVAN Cf Dr-,y,u L b V A Asum i fI - f sire (! 3n( t to) vi31 1gi- r 40411*4 Khild 111 5) I a i. rIII I 0if 4+44 rrliovc* Likt i I. IIIIII iE 1 TFP 1 'Hoi ; 75-05 1-104i+ ALL. Plattot., .SF.WI.,L I /Slwr I%411-. - 41NI i agr,.e- , AVI• r i 4 PSI w t-p-I t r-41 f , ' rtH 1 S Pt-44J) 451-014.1. 1.4ms'A 1-110, C.or.1 1,261kig, rALL Pam, 10-011-1100124.4d6r 411gfiaL, be. A.571.1 I j itivadtkow &no LJ I 'OM -AP Vrolarles0174 6010, sore I 4, "db. P I C.' a t,..k... 5 to 111`, 12?I6 - 1mit v4,l- ' l"a AI vvao UP a ia or-1 err I r.Jo 4,42 1/JN atr .b r-I0 I ,. rJ floe,' 40" , / LvI-M r 4 ' WL-L. a, ALL M_:1-.16I 'k1f j+$4, e1/4"--100w++'rp -1 ~JP 01w icy 1. s RH I/ 114.1 weo Hd.IL. e 1. .6 1 liti f rlrr- f 10 peoot- L. L. 60- It-) - 14/ dolma FL90. 4 r. PbiU I L.,0146, eoa , o0,4, 7TT7 1 ro- Fw J1 I1 ' LR1rJy 1, PI L.A'.yftl. b •,41 4f'Ni I'µl 47. I vorvr I.. wr w-T y fiatot.. WALL-- 1Po Aty A ]7- 1 UrloaW, e- r g UNIT 05-rmL, o 5.-rA I L r; 13,440svi v AnP: 10.. e7r7-1:2- 7-1 H ell Fiat , EE I II b aIi I I ; 1I )1Ii'IfMlil I t4I" + HYr o5 '4141. 410 9 41.10 p kAra paez.4-61- rvrita, i s r-a t 10F '14.1'I0r i ar-J17 VI 402 +-I .ae- eziv L.-r cry 7-4,4644 e rAdsv10-1 L.„Ual-r , o r-u To H ire. I I, 1'1 e:A R 1-4/121.. 1,144‘da- ,444.t : 44W--11Ji .. 614 roFP 6I-2*.I - p 602,s 1.1 1.4W 1-ra i.../ +ail do 4F E.iroareja 1. S.L.1"'t.4..v*H aFF awea 1244 err eP 121.4 avU' 14 . oevt 4., J. Fri- • r C-1 Toe or ril l40 1r-1 U /, Toe f 1. I .,J i ! . 14 12= a i•Jir y yr 12 r ..." h Poet, Oa trA6b I 0 r Ow rikpilaao tha r ttoc 11,4 J1.4 sa. sp-1 ot 4 5 1.4. vow ut r i i r6) ., r6 k t i 14• 4f. 354 pQ06 ( -f- i''R'i3O e is {e.yvl 35/799201 PCRIVIIT NO - DRESS: 6 CITY OF CORAL GABLES BUILDING 1 ZONING DEPARTMENT er.,1 SECTION BY — HISTORICAL BOARD OF A BOARD OF A ZONING ELECTRICAL.. MEC#iANICAL ptumBING STRUCTURAL FIRE PUBLIC WORKS BUILDING OFFICIAL 00 f1. Sublect to compliance with all Federal, Stat , C~ ! 7ty and C ty rules and regulations. City assumeS no respo;ft.b:lity for accuracy oflor results I urn these ii2. Th:s copy of plans -must be available on building site 000 inspection will be conducted. incEr -.. r- DATE a f Ierq INO WORK PROPOSE 0RIGHTOFWar, 01611011.... Mt SEWER M. FOLIONAlell COLUMNS SEPTIC G stAM 6,,__ RAAt BEAM GROUNDCV1-ATHiNG NMI 1141.DOR lit5 COPING r FINAL 116,FLOOR 2nd ,.... FIRE STOP • EI EC RIO. FLOORSLAB GARAGE FOOR 1. iEAU 15; ROOFING ,.. SLAB. PE BE Znd FRAMING ROUG1 C ''r ;fN :,r"llr STORE FRONTFI: AL 5 101,10 D IYEINAYS DOrfR ' AIR COND. 5M.IAL1(5 _,t eLoo. FI "L MI ' C. RIG IT -OF -WAY µnTE! TuF Ztritklg ORDINANCE REOIIIIS T"AT "ar.t, EXTVernR cerr ( VI; *ALL SE APPROVED RV THE BOARD OF SUPER 1 INO ARC' Ix; -11r, MO OR NE BUILDIt4 IN PECTOR BEFO7E B I VG APN. IrD " WHITE AND THE M?JDRITY Or LIGHT PASTELq ARE WIF. R4LLY APPROVED. CHECK YOUR PROPVED EXTERIOR COLAS MITI•! 101ILDING INSPECTOR. BEFORE PAINTING, AN EXCAVATION PERMIT MUST BE OBTAINED FROM THE VIEERINGDIVISIONBEFORESTARTINGCON1RUCTIONOFANYT. WALKS OR DRIVEWAY IN PUBLIC RIGHT-OF-WAY. APPROVED SUBJECT TO PROVISIONS OF i' FINANCES I rJ". 1471 & 1578 REGARDING INSTALL OF AIR ITIONING FiD, OR A '" NI ENSTALLEr , OR TAC eh • iot494G FOUlN NI. 1Qt4 -- IISB FINIAL. INS? 11, Q11: NO vN0R . ALL COKIAINM ONNNIBCPS ZONING µ, E VGNE I.]AL F ON EFOUNorio & T1 BEAM INSP -C 7 6 Gi 0; W p O e: d oO o p .1., ' J O 0 Id 9 di. u 9.' 1. o 4. o 4 4 0 Ip U. ,4 : w- r G I, 1 6. I.'' T ',. I;f. i ri " " CM cr2ate- eipti f (pitN lz.) 7'--8' ch& fir. IV CAL - 4,0.-/OM A 1k7au1+rl uLLY Jo Gc. VA& 4- cise m41.141, • t g i s +201._ I+ A vrAcigA 4u e70p, 24)z-).` 1 L Ord ?: &Ot i&Co /fO" . 06- 14'- i ` 14r 92050433 614 4 ter 1 I- - Lvii ? 3us. ctilogti #2> Colidre 5m1 Cud lack °Pout 41- - 4FV.-r),M. dizKE/17.74. ORLatArtruiffr-r*, 36- W--- Io 0 ci-!? 14",5 CMaN[ ICI: y ther-Vis et) coT r 4- rexagiv4 eo I. 1totrikr fri" 41 .. 4641N LA fiVFA 6c I- -err- OT- AALA& OVIilr RI ) l ) /06 7 1fr i - r r e - 11: 12 -1)(04.A. NCPAGP-fir 6 o S — 7 6• 1 1. gc} - t frof'k !+4 1 l4.V I + le-) 5/14Ai l, 2.i (Go/POD ameL) ) ire, 4 F / 'GS fir: 1/ - CAL - /Ulyt ;'' NeG(4.7-/COM Lia_Y '.2Z/ "CA: t)(2-51. r- F' i AU ?l ir;.it1 -.[ F. J L' 1 t . r Liihr fro-. 74%, 0- 11 fa- !- ' pNy walh. ci-VM2- y a,E N.. bwil 1-X4Y:es/ ix go6veaoposip TC,11,i' l . s ilft) *"1. 4 Nt'! - r ti J 414' 1 1+ 7ubh -TAWOulA. 442‘ v-I41FA 11- 70)00 lt.' GP ler: 3_ PO- t viAaF kic 0 11,1941 ,74 4- f - Ali AtilA (reoYAZ. /* Qv() 'Bob 1 : r-1'cov-. VO ( . -; ] /OCR- . 2 4( al. 1- Pkk- Pi loemx. WgiegiLitgi r- DAM PALM) C' TR- (v'- 7104. . 71W cJfL B 14Y BAIT! r,11 ll, ] c 'c 1 '4 1fr. 1 l,is• 0')AL F-AutOf3E3 Imo' - 17 ` cr, or. 1 11>IJvGCA c t ST I Q S(L"LtJCL. Mg-441),_MiRA.15 RtsCeNrOE:: fe=4 , IN ' E.,:rEON NUA4Egr-i 9401089i 99_-CAOBA _-CT - --- - - CITY OF CORAL GABLES INSPECTION REPORT l 72..ROSgNBn ELNI 7:92026.457 .: . NEW RES F'Ri,I,EF "ETY CC EEL. 0;7 IN£ ?P, iC7N CA TF t;t1T f L__STRUCTURAL-__ E >t ,,ro,f)C4PLiM IECT.IDIU LA' 931 03;--- __..__ c-C11002136.011.: Ni .+NF.:,:: E, ` 59.-61392., C JinC3l. NE iME?, 6110S7.71 41320= 520 ---1..TEPHEI--403RUSS K'`4,.' ` , 19137 FISHER ISLAND DR 2FISHER -' ISLAND -.FL - - _ __ 3S1U9 COCOPLUM SEC 2 PLAT F PB 16040-- 4867 0893 4 YCMiN" s '4 NAM i 133- 30 LOT 4 BLK 25 LOT SIZE 13972 SQ FT OR FELIPE PLEASE MAKE INSPECTION FOR T.C.O. iSEE MARGARET BEFORE GOING OUT L_ 1 STOP ALL WORK VIOLATION OF ZONING LAW APPROVE© REJECTED DUB.' TO: It E,,PE6TLU LI APPROVE:0 FLAN NOT FLING FOLLOWED E PERMIT NOT ON JOCK AFxl'' FSovco PLANS h1`J' i ON JOE3 L * RE NSPECTION FEE VIOLATION COMm EA. sTHERgitlfisANrAUTOMATIC_REINSPECTION FER _IF_INSPECTION -IS _REJECTED WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS AR,: MAD REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FIs fig;. REINSPECTION FEE MUST BE PAID BEFORE FIESChEDULING ANOTHER R1SPECTION. CALL THE APPROPRIATE PHONE PIL1MSE'R TO SCHEDULE AN INS€' CTION FG,i; TH2 NEXT DAY BUILIDIN 5 & ZONING: ENSPECT N',AM R F1Ftf= 460- 5245 5tE = 61,.. I 1. LEAVE- AT SIT[ 460- 5026 1 l4 LIC wC 7Ks: 460- 5563 HCE 3. iNSP CTOrt COPY . p, z . .,. 974- {. 93071444 CITY OF CORAL GABLES INSPECTION REPORT P1,II4:13ING__ _ T Anr 1r /1 CA BA:_ COURT „ IpCOCOpzIsj3ECTION _.,1_14 E.-, o,r__NATER.__ PIPPING FLOORNE NUMBER I'. moss _ Ca_AN1r _1309P1. aQn2a9a3 c. BIJOS ER ;ROBERT ,OR r P :" e P 0000000 --: Nomc: ai i LY 3la. r rr tea-:' 7 rr 33 . :a,.. .:....-_..-.... __ RES ' . 122031_ 0360, I-IMMO_BARRERA AN _OMUTA If 14541 CAVINDA'DR CIENDA. HEIGHTS _CA .__.:_MA_ COCOPLM SEC 2 PLAT F PE 131-30 LOT 36 ELK 24 LOT SIZE 16403 Si) n OR - 14638- 1164.0790 i INSP. ET a 8t]MERSON, RIC'HARD L,_ 7 STOP ALLO°lC/AO 93 VIOLATION OF ZONING LAW APPR VE.D REJECTED COMMENTS PROM THE- INSPECTOR. 1INSTALL 1 SET OF AIR CHMEERS CLEAN CEMENT OFF PIPES ,1 AFC I !1'Vl.D PLAN NOT BEING FOLLOWED L_ 1 .PERMIT NOT ON JOB APPROVED PLANS NOT ON JOB REti SPECTION F :E DUE TO: V 0 ATION I I OR NOT READY WORK' OF THIS CATEGORY 141UST CEASE' UNTIL APPROVED CORRECTIONS APE I IADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT O FINE. REIN PECTION FEE MUST BE PARR B FC3W: RESCHEDULING ANOTHER INSPECTION. . CALL THE APPROPRIATE PHON,". MiJiL 2ER TO SCHEDULE AN IiV:.3PECTION FOR THF. NEXT DAY BUILDING & ZtltilNG; i' NF,PECTGR N Irrtir FIRE_ WOR S: 460- 524 -. #G -65d.. -- --.- . #6Q-i026 1 LEAVE AT:si#a 8. OFFICE a 3 INSPECTOR COPY i y ' . i g - i F 93122448 CITY OF C.09ALs E l 4 +CTION PG fi iLUMBING 199 CR4BA CT COCOPLUM SECTION 2 PLAN' srw , N301 j :FINAL . PLUMBING t v t.o a a,i BOBS PLUMB/NG CO INC , r 940901 i 92050433 9 067099 l 91033505 2-,-- 7` 3_vig..s:L,.,_..„;. _ A.__. . Aa _i.:5 ,.. ,. ., _ ...._ ....,-. „ NEW REB 41! ry/j r E r /. E J.r i a i, tiz _ s sew- 0002 9534 ' 276.2Q0r76 19137 FISHER ISLAND 'DR f FISHIER_ ISLAND ..P%__-- 31109. __ _._ _; __:_ b _. __ _._-______.—__ COCOPLUM SEC 2 PLAT F PB 133— 30 ,u LO1' : 4 BLit 25 L "SIZE 13.72 ,SO FT :.OR * __ 16040- 4867' 0893 4 _ r 4f aF yy`.`t' r E•; rt;if lF=z'si.'r _E 11/ 31 /93 _. 0STOP ALL t/VO K VIOLATION Or ZONING LAIN t: C' cx if) a ',let i)a7"')1 APPROV LD. 1y i' ry',Iv9iT NCfr oN JC3 I Aroi— lo4D F,IOT ()" J.'.:,E' F= rra,fCfl bra PEE DUE T . TO: %' i LATVill HOT .READY COMMENTS FROM THE: INSPLO i O 0 /1. _. _.. C. fij ,."1 1.1.4e+ 0 IY f...--._J vt,V r._ ta. "': a _. ._ c S , . E: :... xC I, ,An - aY re[A... ', j WORK" OF THIS CATEGORY MUST CEASE UN TIL APQ iRR Ti ARE' illAb . rr kL'N PECiIOR F.E MUST BE PAID BEFORE i ESCItEDULING M.. OiTHER IF,r in..7 ettot--4CALL THE, APPROPRIATE PHONE hflJMi:MR TO SCPEDULE AN irgt,PE:Oi`ION PCSRTHE i`41:X C iAYpi,J.€k.pH4p & NOV Li. jz/ 460- 5245 r1191__ LEAVE., TAVc: AT S . E60-5563• P i: AC look 2. OFFii.d j 460-5026 E s i f• 9245 S. W. 44TH STREET NIAM1r FLORIDA. 351E5 SURVEY NUMBER: 94- 01- 133BOUNDARY SURVEY OF LOT 4 BLOCK 25 SUBDIVISION: ' COCOPLUM SECTION TWO PLAT F' ACCORDING TO THE PLAT THEREOF AS RECORDED EN PLAT BOOT{ 133 AT PAGE 30 OF THE PUBLIC RECORDS OF DADE COUNTYr EL. DATE: JANUARY 13TH, 1994 FOR: DR STEPHEN GRUSSMARK CHARLES N. CARR LAND SURVEYOR MEW = MT ' MAT THE = AG ED STEM! -. MERMQ. TLS A REMIT SURVEY MADE TRIG KY DIPECTION, AM IS TR,. 1PE ANI1 alma TO TIE IEST OF MY KNOWLEDa AND BUMFMIREDED LAND SURVEYOR NO. IOW STATE OF FLORIDAVALID COPIES WELL ? FAR E3' ID!? SM SAL OF ACING LARD SURVEYOR LOT DETAILS: SCALE: 1' = 5' l" y Af* L ems gt01.1 O e: C. _ Afrif C } a"! P v1 4. 430!' TF r sea - PROPERTY ADDRESS: 199 CAOBA COURT CORAL GABLES) FLOR/ DA. 33143 LOCATED IN: THE CITY OF CORAL GABLES, DADE COUNTY. FLORIDA. LOCATION SKETCH: SCALE: 1= = 200` dr- 41. 41. i3. r9FA1. wb . 0. > rs 7 3° 414. 17,0 1 ss as 4 3.$ 13STder. E4r ._ s l9" y 7F, k. do in oo a - P AfJ5319 4 FTR 0 T nS .. us J? d1a- ? GAYS' t y rOdc° Js f02 - 57 325n: v. 2 Vic7. f to } y J2'. 3252 %` Frif 1. 4M G p9 7fZ3r i „ Va = 1, 3, a. 4., s7C& TELEPHONE 221-3415 irJ a. K" 03 144. W a 4 L 1INEY IMS 1. Wit Steer, Hum RFPRESENlS A PERTPETER- ISOULARY SURVEY WEN WISING OEM moue ipireEPpos 1001. 1ED. f1T 11teuxure FOCITING WERE LOCATED MISS CDEWYISE SHOW. 2. Pb 13Tol Apttens + e1E IIR: RTEn sr Tits stag muss sTaR1. 5. PM Ii7PC11110US alma OF OC4. QATICIP mats USE or PE DECAMP PARCEL. rot Ruans- i- ibir. INGRESS at EGRESS IS SPE N Vf THIS DRAY DRAIONC. IbReapt ails M, FvEY ICES PAT I' LRVERT TO REFLECT AFT RECOILED EASEMENTS RR Ri{# Ts- cr- Y OTHER alaw SHAD ON PE REC7mm FUT C P STATED IN 11E LEGAL DESCRIPTICH At TT ATMS ON IRIS CRANING. THIS SURVEY COES NOT CERTIFY THAT SUCH DISTRU' EN1S pD EXIST, itFn um s su+ 1 mum - HERE ) PUT AiSTRAcTeo FUR EAsemi s Norm Rums - mike CF IE001. 4. THIS S. a4EKT1 DID HOT RESEARCI I E PARTICUJNR SETBACKS AS REWIRED EY TIE MEG 1F TtE DESCRIBED PERKS. OCR DOES THIS MENET CERTIFY THhT ANT OF TIE PPRONET' ENTS PI MF1 ARE EN 0111VlIOE WM RESE EMIRS WOW IONS. 5. 11E NAN Mint MID PEIPING& AS DEW PIE DRAW Hips TPE " swim PERroi/ N ED PE MOWED PLAT, THE LEGAL DESCRIPTICN DEFEO% TF SAM DESCRTPTICN IS A FETES AN) FONTS, aR FRACTIO & DESCRIFTICHM IF TEARIIES ARE 1ERnVED FA] 1 COMET SECTFCN ODES Aa SI ONTI CH DE LCCATICN SrEFa' I. fr. TIE Kamm ] NStRerICE RAT=. + 2' 7, 6 D1TE4 faMll TY No O i 3 V WIWI_ _ FLOM. INSW/ VP fi / RO mos DE. IIFATES Tie loTETN REscA ED i a to PE WITHIN kw .,‘ W SINATRA 1! PLIge%. Tins IS A rump 1Ulir0D TlZRE. T. FLewoATra+ s ARE WISED OI M3! IknM RE) IiENA NOS AgE Orb QUM MAP Na GS VERTICk PEFETe/ ICE ftmutigrrs. E. hos Is A LAD SUBYEY PROW PREPARED 1N ACCORDINICE tIU1 FLORIDA Swum 472 1111) PPS SURVEY C ) LIES WITH THE NININ, H TECHIICJL STAI# ADS AMMER Et TPE Arnim STATE ElyMID , cr LAn & Permits PUtSONO To Dreirr i 61417- 6. Funit A kliTnISTRAME OODE, NeFIEE7S nE RECIAR TIODS Cr- THE FLCRTIP luD ITTLE ASsoc1ATICN. r e. r2 ,_ a: 27 R. E- 5./.: 5WArr. F3. 76 1- ra. 1 I I I17.. 734% 57 Cede'. 4. 216JYxr.. 00. 7 r7 t LEGEND: BPI - BENCH MARKCRS - CONCRETE BLOCK STRUCTURE CL - CENTER LINE CM - CONCRETE MONUMENT ELEY - FNU - IP - IR - CLR - MEASM!T - PRM RAP CLFW1Ff!¢fPWR PC CBACiggy 2.0. OOELEVATION FOUND IRON PIPEIRONROD CLEAR MEASURED NAIL ANDTABPERMANENT REFERAHCE MONUMENT RIGHT OF NAY CHAIN LIPIK FENCE WIRE MESH FENCE DRILL HOLE POPE- POWER. POLE. POINT OF CURVE CATCH BASIN ARC RADTLIS TANGENT CHORDDELTA4S4eavergorerrre- i e0f4 TIC A M o. Jfeve. it , 04 M Ir•4 P E7, r it7 set d " Ak 610 4 75' caeo( dot t d 4 a four' 2„ rCta.3a0. V 1J7 2 7 G I 0 THIS IS A BOUNDARY SURVEY BEARING IF SHOWN -REFERS TO PLAT OR TO AN ASSUMED MERIDIAN COMMUNITY NUMBER PANEL NumegP DATE OF FIRM INDEX FIRM ZONE r; P 0..%/6 i i—F_..F' !k.r_ SUFFIX 1- BASE FLOOD ELEVATION 1 _, ler r 64 f 34, 0.111: 1. 60.45 1, 80. ma4' spry d. 4 IVY. i"I'/ +5 f , : Y a LEGAL DESCRIPTION SURVEY FOR: I HEREBY CERTIFY Lot 54, vw;1AZ 1. 1 V 0 Block 25 Subdivi: ion {'r1I„OTLUtl_ a_ECTa ON TWO ^ A ; "F" according to the Plat thereof os Recorded in Pint Book at Page . _ ! ..-.. 01 the Public Records et T? 5't-- County, Ftarlda 199 raolla Court_ That the survey of The above captioned property was completed under my supervision and/or direction, to the best of my knowledge orld belief: this survey meets or exceeds the Minimum Technicol Standards set forth by the Florida Board of Land Surveyors in Chbpter 21 HH-6 Floridb Administrative pursuant to Section 472 027, Florida Statul Registered Land Survey Stale a1 Florida Note: Not Valid unless staled wlifi embossed Land Surveyor's Stai DELTA SURVEY R, ANC 12M S,W. 53rd ST SCALE: 9" = DATE 7_ T 7 - REVISED LAND SURVEYORS LAND PLANNERS PHONE: 223.9907 APPROVED BY PAEZ SKETCH OF SURVEY DRAWN BY: Iy IAMIOM F. P DRAWING WAR* 9 2 - P 3 9 CITY OF CORAL GABLES 199 CAOBA CT. DATE: / f- f " PERMIT APPLICATION PERMIT # Z-0 50433 ALTHE FOLLOWING MUST BE FILLED IN BY APPLICANT ACCORDING TO FS 713.135 GOF Application # 1 ?-"0 tx Control # Square Footage: Estimated Cost $ Type of Permit: [ .Building Mechanical Plumbing Roofing Electrical Zoning Sign Misc. Check one of the following: [Ir.-Contractor: MCOL # etc— a 1-C,3Z0 R [ ] Owner/Builder CONTRACTOR' S NAME:Afer-4-lr'r /rGnr-e-Y.TFP'PG Address 7 1,"" "0 A:" /re i/:.44z City Phone Number: S-TG State Zip CodeS, G ARCHI t ECTIENGINEER NAME: ty rt4/srAr s r 7 s 4-4 Address 3 3ea 4 4-'14V City .07i t Phone Number: %/Yr— it P/ StateeC Zip Code 3X/ s<f-- SITE ADDRESS CP, '• C71-• Folio # 'Ia 2-4,-3 4o 3 6 a LEGAL DESCRIPTION: Lots ¢ Block 2. f Section y c.': c cr/jam v.3' /62r.. 4 ? OWNER' S NAME: —r---- Address / V, City ' State Zip Code Phone Number: MISCELLANEOUS WORK DESCRIPTION: Pt430( S/1"n a-r(, Application is hereby made to obtain a permit to do work and installations as indicated. I certifj hat 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 the foregoing information is accurate and that all work will be done in compliance with all appli•:.le laws regulating construction and zoning. Print Name: O " ER Sign re: OWNER DATE: NOTARY AS TO OWNER My C mission Expires: WARNING TO O Print Name: CO RBUILDER) 4 C Signature CONTRACT() (OWNERBUILDE DATE: la, _,) , % f c Y NO A AS'T ONTRACTOR 00- 0I ART PUBLIC STATE OP MAMA _ InJUNE SI My Commissi n eucruimp, FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVE- MENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OFFICE USE ONLY: PERMIT $ BOND CODE COMPLIANCE LIEN FEE RADON GAS CONTRACTORS' FUND TOTAL FEE $ 10 96 Issued By: Zvonimir T. Belfranin, P.E. Consulting Structural Engineer December 14, 1993 Building Official Building & Zoning City of Coral Gables Florida RE: 199 Caoba Court Permit #92050433 Coeoplum, Florida Gentlemen: Please be advised that this office has reviewed the 4' high privacy wall foundation which weighs approximately SOO PLF, including wall footing. The footing width is 18" wide, therefore the actual soil bearing pressure is approximately 334 psf. This value is acceptable for the wall to rest on the existing soil, which consists of sand and rack fragments. Sincerely, Zvonimir T. Belfranin, P.E. Principal ZTB;gr 4836 Southwest 74th Court, Mk-3mi, Fiaricia 33155, Phone 5 r 66P-0255 CRITIQUE SHEET JOB ADDRESS C f e.1 APPLICANT PHONE # CONTROL # /X 7 - SHEET OF MISCELLANEOUS DATE COMMENTS INITIAL DATE HISTORICAL BOARD OF ARCH. T BOARD OF ARCH. ZONING xr.„6!%,,,,_ ELECTRICAL PLUMBING MECHANICAL w7/4STRUCTURAL C.t:: FIRE FEMA PUBLIC WORKS _4--- 7 3 15„)__ , BLDG. OFFICIAL 1 4 v40 INITIALS 1-)0 ,0 P 4 IC 4 i c12- 4Q4644 - ete k/04 r00 niCt5i op ten( {r fir) eh cit.. "77.4}57- g 6 (71)-7 "Pic 5 S 7-ir<P,,,49-L, -Zie>0/0: 75 LEOAL pR3ppf110tl to A_.._...—.__. _. Mow 25 subblobon rOCQ11,141_ ACTION TWO Ptak': "P aeeorarrp b the Plot thereof at Rsawasd M Wal Bose 1 s : at fops . 3 P of nth ubhc Aswat of IL' P , WWI,* fUeVIY fOR r trEatey CEPlev tea ranhz Theft Me mtvoy of thy scow caarrehad properly au completed ardor my tuDeWOrer• writer drecIan. to me betr or nsy to totett a arsons, t++Y turwy mews or erceea€ Fne Akr.mu n €scrWcoi S€andt:d€ let forth ay eN Parlay Bova of tcnd SuveyDrt if, chows* 7€ NM-6 Rohde) Ackhnerratrys oun;raht to eechan 177077. tlohde Peat Waldo f. hoot anyworsd Land Mae at Maeda R.0 PROPERTY_ t. set ` N..3rN e" 50' z z1 I 4 7,'4a=. A- 23.1 25.a sef 4Rif 415' Crcar C11, I; erica" cfPRlf. W4- .5 CONTI,tt / 04VE,to48"16-- VrU C C.O lirx18"r140245 CalTIlJ. 4 I-*3 C 32" 71LAUSVERSE. PRcPOSZn fir ALL @ 199 CADO Cr. 41. 25!27'43°4 lz5.o'OA) e, round t N 7f f 22i omi 54.05' r 0to 0 SITE ADDRESS 199 CAOBA COURT TYPE N449 TIE BEAD - 01 FLOOR ROSENBERG MELVIN S QUALIFIER Pf HRklT DPU1 BE R PROPERTY CODE 41320310360 I °F, 4 II'. 1 rg AIII.II INSPECTION NUMBER CITY OF CORAL GABLES INSPECTION CATEGORY 92061339 INSPECTION REPORT STRUCTURAL DESCRIPTIfN[ INSPECTION NAME ARTURO BARRERA &W JUANITA 14541 CAVINDA DR HACIENDA HEIGHTS CA 9174 COCOPLUM SECTION 2 P TELEPHONE 000000 TELEPHONE CA.L. WOOER 00026360 COMPETENCY 0m4I t MARAMADDmg 3 OR LED DATE INSPECTED Q f 23/9 STOP All WORK G APPROVED PLAN NOT BEING FOLLOWED VIOLATION OF ZONING LAW PERMIT NOT ON JOB0/11111 Orli 1 II 1APPROVED PLANS NOT ON JOB REINSPECTION FEE APPROVED D REJECTED T©E VIOLATION OR NOT READY THERE IS AN AUTOMATIC REINSPECTION FEE IF INSPECTION IS REJECTED I::: MENTSFROMTHEINSPECTOR. ` •" COCOPLUM SEC 2 PLAT F PB 133-30 LOT 36 BLK 24 LOT SIZE 16403 SQ FT 14638- 1164 0790 1 WORK OF 1 ' CATEGORY MUST CEASE UNTIL APPROVED CORRECT • NS ARE MADE REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. 460- 5026 REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION, CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING SI BONING: 4b0--52451 LEAVE AT SITE 2. OFFICE 3. INS COPY FIRE: 460-5563 pEcTPUBLIC WORKS: 01 INSPECTOR NUMBER 111. 1° IQNAt III drA.A rArArI Y BLD-821 31 JUL 1992 08:57 OWNER SITE ADDR PROP 'CODE: LEGAL DSCR: CITY OF CORAL GABLES BUILDING DEPARTMENT PLAN PACKAGE; REVIEW FORM FOR APPLICATION NUMBER 92077232 ARTURO BARRERA &W JUANITA 199 C;AOBA COURT 41320310360 COCOPLUM SECTION 2 PLAT F CUCOPLUM SEC 2 PLAT F PB 133-30 LOT 36 BLK 24 LOT SIZE 16403 SQ FT OH 14638-1164 0790 1 ARVIDA/JMB PARTNERS ALBER S MANGULl & MONAD MANGULI &W SILVNA OR 13802--825 0888 1 CONTROL# 91033505 CONTRACTOR: ROSENBERG MELVIN S LICENSE NO: 000263608 Type: GENERAL BUILDING - 1 Exp Date: 30 SEP 1992 ARCHITECT : ENGINEER STRUCTURE : RESIDENTIAL ACTIVITY : ERECT USE : NEW RES/ SQ FEET CUNST TYPE: DUNE CODE : 1100 CUBIC FEET: HEIGHT BLDGS VG1,I3J,' • iE R pm-2 L o m s- UNITS : 1 HATW-; • RECEIPT* 089037 93121758 CONTROL PAYEE CITY OF CORAL GABLES BUILDING PERMIT INVOICE 91033505 ROSENBERG MELVIN S 7738 SW 88 ST 201 MIAMI FL 331560000 PAGE 1 DATE: 12/30/93 TIME: 09:15 MCOL# 000263608 PHONE - 93-1103 THE FOLLOWING CHARGES ARE BEING ASSESSED FOR PERMIT APPLICATION *92077232 PROPERTY: 41320310520 COCOPLUM SECTION 2 PLAT LEGAL DESCR: COCOPLUM SEC 2 PLAT F PB 133-30 LOT 4 SITE ADDRESS: 199 CAOBA CT ISSUANCE OF F BL CODE DESCRIPTION CHARGE* *QTY* *AMOUNT* GLM.ACCT A653 Revisions to existing plans. per sheet} RECEIVED BY: 17.50 6 105.00 001322110 I pAY THIS AMOUNT ********* 105.00 ***/****** DATE: f y- CAS CR K 1 1 G CITY ELECTRICAL PLUMBING E No TYPE QTY E No TYPE QTY ' E027 A/C CNTRL 1-3 TQN E037 FIXTURE -LIGHT E047 A/C CNTRL 4-7 TON E040 FLOOD LIGHTS E048 A/C CNTRL 8-15 TON E031 GENERATORS, ETC. E049 A/C CNTRL 16-20 E056 GENERATORS, ETC. E050 A/C CNTRL 20+ TON E009 LOW VOLT -BURGLAR E073 CHILLER E046 LOW VOLT -FIRE E028 CLEAR VIOLATIONS Eo6o LOW VOLT-T.V_ ONO DEMOLITIONS E051 LOW VOLT -INTERCOM E001 MINIMUM FEE E029 MOTOR -EQUIP OUTLT E006 SERVICE/FEEDER E030 MOTOR -EQUIP DUTLT E052 SERVICE/FEEDER E035 OUTLET -COMMERCIAL E012 COMPACTOR E041 PKNG LOT LIGHTS E013 DEEP FREEZER E042 PLUGMOLD/STRIP E014 DISHWASHER E068 POSTS FA15 DRYER E005 RENEW -TEMP SERV E016 FAN E061 REPAIR CIRCUITS E017 GARBAGE DISPOSAL E008 ROUGH WIRE -OUTLET EMS HEAT RECOVERY E003 SERVICE REPAIR E019 OVEN E036 SIGNS E020 RANGE/RANGE TOP E055 SPAS/HOT TUBS E011 AIR CONDITTONERS E065 SUBFEEDS E022 REFRIG-COMM (P/HP) E066 SUBFEEDS E021 REFRIG-DOMESTIC E067 SUBFEEDS E023 SPACE HEATER E045 SWIM POOL-COMM E024 TIME CLOCK E044 SWIM POOL-11E03 BM WASHING MACHINE E007 SWITCHBOARDS 0326 WATER HEATER E002 TEMP SERV (TEST) E062 FPL - LOAD CONTROL E004 TEMP FOR TEST-30 E010 FIRE ALARM/PUMP E032 TRANS FOR XRAY E038 FIXTURE-FLOURESCNT E034 WELD MACH OUTLETS E039 FIXTURE HEADS MECHANICAL M No TYPE QTY _ M No TYPE QTY M023 MINIMUM FEE M493 REFRIGERATION -BTU M070 A/C CENTRAL - TON M520 SMOKE DUCT M094 A/C WALL/WNDW-BTU M5213 SMOKE RMVL - 4 HR MI17 AIR HANDLER - TON M540 STEAM ACTUAT MACH M141 BATH FAN VENTED, it M563 STEAM BOILER-H/W M164 BOILER M587 STEAM BOILER -MINI M188 CONDENSATE DRAIN M610 STEAM DRIVE MOVER M211 COOLING TOWER M634 STORE TANK -ABOVE M223 DRYER VENT, 4 OF M657 STORE TANK -BELOW M235 DUCTWORK, COST OF M681 VENT HOOD-RESIDNT M258 FIREPLACES, k OF M704 VENTILATION, COST M282 HEATING STRIPS, EA COMM KITCHEN, COST M329 INTER COMBUST ENG M352 PAINT BOOTH, AUTO M376 PAINT BOOTH, OTHER M399 PIPE/FL.ANIMABLE-LIQ M422 PROCESS/PRESS PIPE M466 PRESSURE VESSEL ZONING i Z Na TYPE QTY Z Na TYPE QTY 2001 _ MINIMUM FEE 2031 MISCELLANEOUS WORK 2002 DRIVEWAY SEAL-COMM 2032 BASKETBALL POLE 2-003 DRIVEWAY $E.I.-RES 2033 DRIVE-RESRFCE EXISTING 2004 FLOOR RESURFACE-COMM 2037 KIT CABNETS-NEW/RESURF 2005 FLOOR RESURFACE-RES 2038 KIT COUNTER-NEW/RESURF 2006 FLOOR SCRAPING-COMM 2039 MISCELLANEOUS 2007 FLOOR SCRAPING-RES - 2040 SATELLITE DISH ANTENNA Zoos PAINT/PRESSURE CI.N-COMM 2041 SCREEN REPAIRS 2009 PAINT/PRESSURE CLN-RES 2042 SPA/HOT TUB-ABOVE-COMM 2010 PAINT ONLY-APT/COMM/ETC Z043 SPA/HOT TUB-ABOVE-RES 2011 PAINT ONLY-SF/DUPLEX/ETC 2044 RATE CLASS 03 - MINIMUM 2012 POOL/SPA-SAND & MRBL-COMM 2046 0501 - 1000 SQ FT 2013 POOL/SPA-SAND & MRBL-RES 2047 1001 & OVER SQ FT 2014 POOUSPA-SAND & PAINT-COMM 2050 LANDSCAPING - COMM 2015 POOL/SPA-SAND & PAINT-RES 2051 LANDSCAPING - RES 2016 PRESSURE CLEAN ONLY-COMM w 2052 POOUSPA - TILING 2017 PRESSURE CLEAN ONLY-RES 2053 TILING - EXTERIOR Z0113 ROOF -SAND & PAINT-COMM Z054 TILING - INTERIOR Z019 ROOF -SAND & PAINT-RES 2300 RATE CLASS 06 - MINIMUM SANDBLAST ONLY-COMM 2302 0101 - 300 L FT2020 2021 SANDBLAST ONLY-RES 2303 300 & OVER L FT 2022 AWNING-COVER/REPAIR 2325 FENCE - ALUMINUM 2023 CANOPY-COVER/REPAIR 2334 FENCE - CHAR LINK Z031 MISCELLANEOUS WORK Z342 FENCE - WROUGHT IRON R S P No TYP6' TOT P203 BATH TUB P520 BIDET P637 CLOTHES WASHER P982 DENTAL CHAIR P533 DISHWASHER P546 DISPOSAL P559 DRINKING FOUNTAIN P572 FLOOR DRAIN P728 ICE MAKER P715 INDIRECT WASTES - P624 LAUNDRY TRAY P611 LAVATORY P650 SHOWER P663 SINK P689 URINAL P702 WATER CLOSET P992 WATER HEATER P741 SUPPLY A/C WELL P995 A/C CONDENSATE P986 DISCHARGE WELL P980 AREA DRAINS P962 ROOF DRAINS P912 CATCH BASIN P019 FRENCH DRAIN P914 SOAKAGE PIT P5E5 GREASE TRAP P598 INTERCEPTOR P975 CAP - FIXTURE P976 CAP - WATER P976 CAP - SEWER P930 POOL PIPING P931 . SPA PIPING P027 FOUNTAIN P FILTER REPLACE P793 SUPPLY WELL P0213 SPRINKLER SYSTEM P965 SPRINKLER REPAIR P819 WATER SERVICE P963 SEWER CONNECTION P WATER REPIPE P SEPTIC SYSTEM P960 SEPTIC TANK P940 RELAY REPAIR P920 SEPTIC CONNECTION P966 MISC. EQUIPMENT P961 PUMP & ABANDON P DOMESTIC PUMP P RECIRCULATE PUMP P SPRINKLER PUMP P POOL PUMP REPLACE P023 SUMP PUMP P VACUUM PUMP P903 GAS - NATURAL P900 GAS - PROPANE P902 GAS - APPLIANCE P966 MISC REPAIRS P013 MINIMUM FEE P Y TEMPORARY TOILET ROOFING SQUARE FEET 5557 RE -ROOF S559 ROOF, NEW S562 ROOF, REPAIR S566 ROOF SANDBLAST & PAINT S522 GUTTERS & DOWNSPOUTS TILE TYPE TTLE COLOR ADDITIONAL INFORMATION: TRADE OFFICIAL'S SIGNATURE of 11•40-- 5F>w: 5 4 -1 043703 047 6, Ac k77s?7't3,- +: '- - \ 0 a . /-"9/r ia?•; • la 1 o' 4 y. ar. 0/ 5 i r. ,1'.021. 4 if4144 47_9&5'F r7 Q II r r.. • -631t- R, Y4. ti 0} r.. r T4) . ' kg,t2 a Beau V]E5L'4fFhON SURvIir FOR KREBy CERTIY 9, a Su6bomosa•r.QCDLIWL.56CTION run F" ocrommg le **Po mow., of Beeorismo In Flog at Fagg ] n e• lM fryphd Remick d am(r Cowl*, FYoruih lwev the wryry Cl ma Move cavtl4ne0 of/many rro chrnpAelea owlet r*V swot trio n andlor d,rrct.on. to Mq kosl of my YnarMdpo ON] 6E0161 M,y lutrby moats p' •rCnsO4 ply Minim rn f9CfiNr<ol S1or,do,ds sot form 6y the iYgrVld Baird of 4md 5unioyrrs ,r Choptw jt HH.6 Frn,.do helmmtt ,ONve pursumr 10 5utt.on 472 V27, FkriQn 5100,1 1lbtur4-1- i J pifef n IV Vitt .., 4; 1-#41. $uyb 1(r' . 6 Land 4T T.6101r1 wJ i. P&iPTI} t S Soir a %Ado gel% r') V N0f41411243617 I4J O rfr-IwJlp 4410 1 Cr01100=3 64..e. Ci is Lt ia-14 0 a• O es 0 15- - ¢ Mir7 d-53'a7'45L, A• 21, 1 2 o• 1f'il!pc se/ 4.75' e/6ar CleAr AA. 3064 PRDPE STY -LINE 1 F... WAL S UIR' 70 N ICH Nti IN/ X ff af . T #S Carhy,. { 5TUCCo N tr- — ap• r 1$" ri-G. 02 45 carer 41- 4,3 @ S2" l'EALISVEZSZ 6 GcTrt If ligit 10/_ clizos-0ti 9 Cott es, C3A c i ZVONIMIR T. RELFRANIN, P.E. 4836 SW 74 Court MIAMI, FLORIDA 33155 305) 669-0255 FAX (305) 669-1073 Ic- e74,.:13 Fcert1 O A004. jos ' LA.aCG4.16 ii- SIUpNae SHEET Nn 4F CALCULATEDJ2yY + " ECHECKED BY _. _ DATE_ 69 DATE SCALE , N) I +-S SLOP E- '.... i it . c 5 lvp A jag• 4r4a, ( 2 r y i t Pot, ip- lael F, C ^ Wcfl Kr.++, r. 2.,,, MAI vFICNIk a+ is . A earn-_ 25 6.4:4.n.se.f0CQU,pI UCTSOA TWO rl.A" ^ aoeorci ep a Ito No *Orme airgropd ti wad um/ LI a Moab 31r a In. wrw: &Wira4 a -ram- Mile*. Rends MVP Ka 1 aikNo %;ierav 1°rs renba rogrr e., , j 1. levy 1M "MI a r`r MOH/ tEp'fMhia Enpryy ral carplyty0 aedr ery wATrrrrbn e+rblar "4' hae+o rbrae and bo ,a,r v"*v leyrrl b ic"•eX ery 4M+%en %treats Fa,Oadi MI ben by 1M llarkiv Mbryn Oe lend Wrv•ran r CMP} 71 141.10 FlpeO LeirftwrMy. me.L.yn eb Siomn 71Y/1 fl5n42;too asmnre i rai rf Nrrie8 PICVERTY-LINE actirk* 1'4 1N ete sek4) o w TIw 1 0 z.`'.I 4 ' d• 53' or 440:, 4:0 tfilv 2 As i if 75' Cigar CI" h "elm Slaw' 6;0 44 !off E+ re(/' /02-4z or cols"' t' T Vie[ !. 48' k 5I U45.O 10r K 1$" F TG iv =15 CONTIu. 1- e 2" TRAUSAZBE N. 7-1,71-3 /1:0'0,2) 6-AA Cr w 10 P' JAI v" IN:.PE'fi-iEUN 14l!al i3@iFi 94010275. PAT ACSE: ; " 199 CAOBA ' CT TYr-- - CITY OF CORAL GABLE INSPECTION REPORT. ri:1NCAT F-i(;HY NECK/ CAL COC4gT+ W4 SECTION _2____PLAT .. N200 • FINAL MECHANICAL r ROSENBERG MELVIN_If 9.3 ti #0026,3608 RNENPER , ELV E 961392 27,200b7 a: s `,s>r-icA nw_s rfvr;;t. _ 2050433 rr 9202545 1033503 ` y • ^^ r •ir +• ve xr NEW ; RE$ 41320210520 t - fiTEPHEN 19137 FISHER ISLAND DR r- ISHER _ISLAND -'L--- 33109 _ COCOPLUM SEC 2 PLAT F PB 133.-30 LOT 4 BLit 25 LOT SIZE 13972 SO FT OR, s16040- 4867 0893 '+ R' ikiKI,: T1-7)-17-a.7 ,75 7::.rn.. nor t 4=ID —_ ___ r -- t-„t i F YE.:1 STOP ALL WORK TEA APPROVED PLAN NOT BEiNfi FOLLOWED VIOLATION OF ZONING LAW .PEP,tv#IT.NOT ON ,SOB . APPROVED IN REJECTED CCsMmENTS FROIG. THE INsPEcTOR• Lam] AF'P C7vim PLiek:si;; NOT CAN JOB 1il_: IN`SPECTION FEE DUE TO: VIOLkflOT3 bR NOT READY No eiv-(2 WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE ADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. RE1NspEoTioN FEE MUST BE PAIL? BEFORE RESCF1E OULING ANOTHCR INSPECTION. CALL THE APPROPRIATE. PHONE NilmRER TO SCH-WULE AN INSPECTION FOR TH1: NEXT DAY BUILDING & ZONING: u 460- 5245 ins,, ., 1QR.fii t171L cii 6 14 NArLiti E.. I Pu° L1-c P 460— 563 O€ 1 - 460- 5028 P 1s- I' 1 . LEA' E AT SITZ 2. OFFIC3. INSPECTOn COPY CITY OF CORAL GABLES, FLORIDA Finance Department Contractor Building Release Form 405 BILTMOEE WAY P.O. DRAWER 141549 CORAL GABLES, FLA. 89114 This form must be completed, as stipulated and required on "Application For Building Permit", and returned to the Finance Department, License Office, for processing at least ten (la) 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 have a Current MUNICIPAL CONTRACTOR'S OCCUPATIONAL LICENSE, issued by Dade County. Do not list suppliers, i.e. supplied doors, windows, cabinets; only the actual installer of products. PLEASE READ CAREFULLY — This form with not be accepted by the Finance Department, License office, unless it is filled out completely (all lines, if something is not applicable piece N.A. on form.) and signed. 1 Keep a copy for your foes and turn in the original to the License Of e a8` a pi3SiVible. If you have not chosen some of the Contractors as yet, mark to follow on form. A License Inspector will be visiting your job site periodically to verify Contractors License. SUBJECT ADDRESS 199 GA©BA COURT Apt Na Floor,Suite 41320310360 Folio Number Control No: Application No: 91 033505 92026457 Permit No: Flute: 92050433 5/26/92 Owner: STEPHEN GRUSSMARK Social Security No: Address: City State: Zip: Phone: 7400 N. KENDALL DRIVE MIAMI FL. 33156 (305) 670 0263 CONTRACTOR 1 BUILDER: C4,403441 Of Cocrp OlooY No [ca: ifrwiapat Contractors Ocaspationai License No 111COIJ: MELVIN S. ROSENBERG, GENERAL CONTRACTOR 0002792 0263608 Address: City: State: Zip: 771R N. i rmnALL np _ MTAMT . Fl,Cl ynA 1116 AnAihmt: URBANISTICA 3360 CORAL WAY , MIAMI Surveyor: 105) 996 1192 Phone: e Use Only: THIS BUILDING RELEASE FORM HAS BEEN CLEARED BY: al.04. DATE: i. fie DESORIFITON OF WORD[ DOM Additional Or Revised Permits Required TENETtR1MMD Contractor License No. (WM): Address: meRmidieney Residence 97J; 1234 E X George .Merrick tionstructkm A P 00- 7 3456 L E 723 Myrick Way. Coral Gables. Fi 3134 Nara Rest kmm N.A. Arer. Ca memefal N.A. Alter\Addition N.A. Demolition N.A. Structural N.A. Meekonieal NO SWEAT AIR CONDITIONING 119683-1 5400 N.W. 75 AVE. MIAMI, FLORIDA shark& PARDIME ELECTRIC 001208347 3245 FRANKLIN AVE., MIAMI, FLORIDA Numbing uumBING 000229514 6787 S.W. 8 STREET, MIAMI, FLORIDA RmT pgaig N.A. tome BURGLAR X 18234 13323 S.W. 124 STREET, MIAMI, FLOE Ire Sprinkler N_A SarlimunbIS Pool N.A. t- Pits DrivGrd N.A. Sieaotor V.A. LPOlaAS N A fnarlation N.A. Awnings N.A. eeuttnu aowri TYPBJPSRMIT NO: Contractor: License No. (MCOL): F Ad:freest Carpentry N.A. Concrete Work N A Steel placing I\i a Door, N.A. FeneelCBSIMI TAL N. A. Flooring N.A. GunitinglPres.Grart. N A Masonryf cloaks N A Ornamental Metal N_A_ Painting GENERAL rONTRACTOR Paying GENERAL CONTRACTOR PiasterfDrymall NT A Prest.Coaerete Era. N.A. Septic Tank N A Signs Y D Steel Brrction N.A. Tile CENRAAL C nNTPACTOR 1' Tie Blame N.A. CO Windows N.A.= Foundations N A C Init Pile Driving N.A. t i C Mi,eellarnamn, N.A. r_-. i a Utb 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. 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. t Owner Builder I hereby req t , t • pan'be permitted for the above property. Licens •' antractor r/ y-Ctic i 5 L F 8 1 L 1 D E f C M f F O F 1 I i e w M o e n f u t o m o o n P rO 7 1 1 1 L E C T 1 M i T w O L f l F O C C A P I n g b 1 n r P i e t M n w r e F o f S e e e n a r a M F h r M M o Y 1 r o f O w N e n e R o w e l s o f c o m v m e m o w S U I M V R a i m F r a r e C a t t r C t o n r o r n h a C o u r t C r y T R W o n e A m o y o r m W o o C a d h a v e d o m C p e m N r c F c e m r a 0 0 r 4 n n A M n r 90?0 77,23.z„ 4,, a Laosas 33 r.E_CTRICAL qi:;;Fi.ANICAL I 111111 11111 11111 !lilt 9 7.7:: F=C.A'ha C)I? C3C7MPLET=C3N CITY OF CORAL GABLES BUILDING & ZONING DEPARTMENT THIS IS NOT A CERTIFICATE OF OCCUPANCY WHICH IS REQUIRED ON ALL USES OTHER THAN SINGLE FAMILY, BEFORE A STRUCTURE CAN BE OCCUPIED. Date of this Certificate — 09/30/96 Owner STEPHEN M GRUSSMARK Permit holder Owner Control number 91033505 Building permit ber92030433 Purpose NEW RES) Folio number...,...• 41320310520 Site address.. 199 CAOBA CT Legal descript-04w. COCOPLUM SEC 2 PLAT F PB 133-30 LOT 4 BLK 25 LOT SIZE 13972 SQ FT OR 16040-4867 0893 4 Please be adviaed that this Department has made all final inspectionsontiReestructure (does not necessarily cover regulations and inspections relative to the required improvements ofthesite, such as parking, landscaping, etc., except in the case of single family residences only) This Certificate of Completion certifies that all required inspectionshavebeencompletedinaccordancewiththeSouthFloridaBuildingCode, Ordinances of the City of Coral (fables, ZoningRegulationsandallotherapplicableregulationsinconnection with the purpose listed above. D. INVALID WITHOUT AN APPROVED SIGNATURE. ACCOUNTING M II .4{5; R@-ROOF ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of tle'fleod insurance purchase requirement. This form Is used only to provide elevation information necessary to ensure conpllaactl .With applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. O.M.B. No3067.0077 Expires May 31, 1993 SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE BUILDING OWNERS NAME DR. STEPHEN GRUSSMARK STREET ADDRESS (including Apt., Unit, Suite andlor Bldg. Number) OR P.O. ROUTE AND BOX NUMBER 199 CAOBA CT., CORAL GABLES, FL. 33143 OTHER DESCRIPTION (Lot and Block Numbers, etc.) POLICY NUMBER COMPANY NAIC NUMBER LOT 4, BLOCK 25, COCOPLUM SECTION TWO PLAT "F" PB 133 PG 30 CITY STATE CORAL GABLES, FLORIDA FLORL.DA SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION ZIP CODE 33143 Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE ti. BASE FLOOD ELEVATION M AO Zones. use depth) 120539 0276 J 3-2-94 AE 11 FEET 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): Q NGVD '29 other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, Indicate the community's BFE: I I I NIA A I U feet NGVD (or other FIRM datum -see Section B, Item 7), SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level -.. 2(a). FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of I, . I l 1/{.4feet NGVD (or other FIRM datum —see Section B, Item 7). b). FIRM Zones V1-V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of I I I 1 ?IAI.L_I feet NGVD (or other FIRM datum —see Section B, Item 7). c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is W.A. LJ feet above or below (check one) the highest grade adjacent to the building. d). FIRM Zone AO. The floor used as the reference level from the selected diagram is L...II .L.1 feet above or below (check one) the highest grade adjacent to the building. if no flood depth number is available, is the building's lowest floor (reference level) elevated In accordance with the community's floodplain management ordinance? Yes No Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: NGVD '29 Other (describe under Comments on Page 2). (NOTE: if the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section B. item 71, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: Yes (O] No (See Instructions on Page 4) 5. The reference level elevation is based on: a actual construction construction drawings NOTE: Use of construction drawings is only valid 1f the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the lowest floor" as defined in the community's floodplain management ordinance, the elevation of .the building's "lowest floor" as defined by the ordinance is: ill V A I feet NGVD (or other FIRM datum see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form 81-31, MAY 90 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION This certifiation is to be signed by a land surveyor, engineer, or irctiitegt who Is authorized by state or local law to certify elevationinformationwhentheelevationinformationforZonesAt—A30, AE, AH, (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management Information, may also sign thecertification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or anowner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features —If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then Ilst the Feature(s) notincludedinthecertificationunderCommentsbelow. The diagram number, Section C, Item t, must still be entered. I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable try fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'$ NAME TITLE ADDRESS LAND SURVEYOR LICENSE NUMBER (or Affix SearCHARLESW. CARR #1060 COMPANY NAME CrTY STATE ZIP92L5S. W. 44TTH ST ET MIAMI FLORIDA 33165I/r i,i i< C/,1 PHONESEPTEMBERLITHr19963Q5221-3416 Copies should be made of this Certificate for: 1) community official, 2) Insurance agent/company, and 3) building owner. SIGNATURE , COMMENTS: 141#11 aoie o c A/av56 -= 1). /7 ON SWAB A v ZONES ZONES ON PILES, PIERS, OS COLUMNS A v The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 a- r. I1,1 - 1`..T if 114 lei N1 +C-W 93122443 . CITY -C3'+'." gc' C nAL :d^ 9SLE = / } A It,.»xPEC F IO o fRn i° OFIT pLira-a-i iNG i 199 CAOBA CT COCOPLUM _1.ECTION_2 itLm4 #v3 N301 RE -• FINAL — PLUMBING 6"J IT.,4r•"I.fJGi _ 1 " .r'n-il'tyl - BOBS PLUMBING OQ _DTC 40901000 9534 4 g z i r-r,r„ rl h t 0067 T ` W, .i.H,.,f.,hs1...... ... . ..., , ', -,— AFk i%'A'i Li} IV.,; r, _... -- _ _ _ I_ _ 5{ I U!7 R6'` 1'. 52050433,, „ . . Q6709.9 _91033,505 NEW RE8 41320310520 1.._ .STEPHEN M -GRTJSSMA 19137` FISHER ISLAND DR. F=-- 33109 GROUT WC -LAYS -TUB SPOUT CUT OFF N.0 CpRrtV0. 7 0:71?GIM6Fr_U7oK x t 4 I3laP HMER4ON-;RIi+t3ilRD,L01/11/94. Jn_ei2 ... y--- - w . ar m _ _ 703/ 28 /94 __-__ ___ . _. _._ _ .. _ . El STOP ALL. WOFIK f APPITIOVED PLAN NOT F3E?> G •F L.LC7L'ass VIOLATION OF ZONING` LAW PlvliP,"IT No-r CAN JO El f it Ut6 { ire ,k‘ FIEI aSPLCTION PEE tEl/ APPROVED DUECOMMENTS FROM TF'1~INSPECTOR:.- +w s _ ! : , :PA. Ifas7'"I"- tic sue- WORK CIF THIS CATEGORY. MUST CEASE UNTigA PROVED C'OR FCTIONS i°¢8 , REMOVAL OF THIS CARD 1S ILLEGAL AND SUDJ CT TO FINE; iiE1A3SPEC:TION FEE MUST,BE PAID L'zror '. RESCHEDULING ANOTH. 1 iNspEcTi;. r CALL THE APPROPRIATE PHONE mug 1'1.I1 TO SCFI .r alLE AN INSPECTION FOR TF-1 „.l4EXT DAY BUILDING ZONING:. 460-5245 --- 460-5563 460-5026 INS CCT{? R mil1V1-,! 2. 0FrcE i fi 1 LEAVE AT SFE i ry riG—N rdr NZ•ti it 94010275 s; rr. 775:t1n7 199 CAORA CT_ - CITY. CIS CORAL GA5LES INSPECTION REPORT F;tICQ Eli r I•w. SECHl NIC COCOPLDM SECTION 2 PLAT F m 1 R3$ENBER€# MEL1INAl 931,1aL t . 1QQZf134Q8 1 i06ENBERG , ELVIII ,E ;i1iif.A t. '. 961392 1 6200676,K., a.. .... ««, y.. ..>.,. Yf/).3 Al:.3: t C HO', rat a — 20033aoa47_ .oaY , W 11200 „ RE ` T1iL - _MECHANICAL rrtE C:r„ 4 NEW RES 19137 FISHER ISLAND} DR COCOPLUM EEC 2 PLAT F PR 133-30 LOT 4 '8LK 25 LOT RISEf13972 EQ PT; 16040- 4867 0893 4 T `+ yam • IN0 ENTRY A i 1' IPIRP. BX ,i D HILL JIM 1!._ . 01, /06 / 941 o F Ir... `' .w cJ STOP ALL 11d. RK APPROVED PLAN NO1 BE1r G FOLLC".bi VIOLATION OF ZON€NG LAW PEP, 1T NOT ON JOB i y CAPPROVEDPLANS' NOT ON JOB RElNSPECTION FE. r` APPROVED REJECTED DO;UE. T COMMENTS FROM THE INSPECTO'• IOLATI 4 CAR NOT READY Nom 10,r THIS CATEGORY MUST CEASE: UNTIL APPNOVED CORRECTIONS A MADE. REMOVAL OF THI3 CARD IS ILLEGAL AND SUEJECT TO FINE, F EINSTECTION FEF.i. MUST B"" PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE Pi-IONE NIPy'I?.17.11 TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING RA ZONING: 460-5245 -WI 460-5563 rV.: F'F C.I OFI NLA1 `. - :Sif hn fUF?E WI. 1'k'.LIC.1fJ:JRr: 460- 5026 i n i t 1: LEAVE AT SITE 2. LE!' FFIQF 3. INSPECTOn COPY ors--.- . r:r ,,___•.::e ,.,; z Yip t'C 11 00p7itelitiV . E CITY OF conA4. GM:0. ES 94010275 INSPECTION REPORT Anne _- .. 199 CAOBA CT N200 I FINAL - _MECHANICAL i:C;Nf FA,..7,7; fNSREC ON P3!I l,hUER q..,ROSENBERG XELYIN., S g a .: ,92050433 NEW RES FTIC MECHANICAL COCOPLUM . SECTION _ 2 PLAT i:-4.613.92 ?620©676 a7_.Ai Z:N Nt R, ::., _ ,, itiT CM,.. N :.a 92026457., .,. 91033505 -: 41320310520 ' 1---STEFHEN X ORU$B14ARR 19137 FISHER ISLAND DR 1ER t;IRLAND -rt.-- - 33109 COCOPLUX SEC .2 PLAT `F PB 133-30 LOT 4 ELK 25 :LOT Bits 13972 SQ FT OR 16040-4867 0893-4 .. r!4 DALE aC lFrkli.nn 01106/94 Fl STOP ALL WORK , E 'VIOLATION OR ZONING LAW - Ej APPROVED IN REJECTED CL33G'i'AENT& FROM THE INSPECTOR: . d APPFIOV> O PLAN NOT BEING FOI_LGWLD PERMIT NOT ON JOB El APPROV= O PLANS NOT ON JOB REINSPECTION FEE DUE TO: VIOLATION ; OR NOT HEADY 0 e,t, WORK or THIS CATEGOR`f. MUST CEASE.. UtML APPROVED CORRECTIONS ARE t REMOVAL OF THIS CARD IS ILLEGAL AND S IJE:JECT TO FitiE. REINSPECTION Fr.. !MUST BE PAID earofd:s RESCHr...O LING ANOTHER INSPECTION. CALL THE rAPPROF,RIATE PHONILL:', N 3 OrIN TO SCHEDULE AN IN'SPECTiON FOR THE NEXT DAY BUILDING & ZONING: iNZa°f7r. 5-1' 43i,Ifi F_8 7 460.4245 4lC;vR- Jf=e 1,.LEAVE AT'SITE 4604563 2. OFFICE 3: INSPECTOR COPY ADE. PUBLIC WORKS: 4 460-5026 y IS 92050433 CITY OF CORAL GABLES DATE:/ PERMIT APPLICATION PERMIT # c 2-e) S'c V.3•.3 r ALL OF Top foLtAvviNG musT i BY APPLICANT *CORDIN9. T9 PS 713.135 Application # zg d . G• bra% Control # I/40 3 Square Footage: Estimated Cost $ Type of Permit: 4,e1 Building [ ] Plumbing [ ] Electrical [ ] Sign Mechanical [ ] Roofing [ ] Zoning [ ] Misc. Check one of the following: [ ] Contractor: MC CONTRACTOR'S NAME: Address City Owner/Builder Phone Number: State Zip Code ARCHITECT / ENGINEER NAME: Phone Number: Address City State Zip Code SITE ADDRESS ' Ce" • Folio # LEGAL DESCRIPTION: Lots Block Section OWNER'S NAME: -G t ief1,etr or/Zed41,1X—Phone Number: State Zip CodeAddressCity MISCELI,AN, US WORK DESCRIPTION: 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 pmnit 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 CONDMONERS, ROOFING, AWNINGS, ETC. OWNER'S AFFiDAV I certify that all the foregoing information is accurate and tkiat all work will be clone in compliance with applicable laws regulating construction and zoning. e. DATE: 5 hf ! f --- NOTARY AS TO OWNER igsuFtue CONTRA (OWNER/B DATE: e, NOT AS T97 CINTRACTOR OTA Y PU6LIC, STATE qF FLgR DA. htY: gibl siilloN ESPERESr DULY 3. 1993. My Commission Expires: My Cp si4n545. •.OTARY PUBLIC UNOCITWRI*ERT WARNING TO OWNER: YOUR 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. PERMIT FEE $ BOND CODE COMPLIANCE LIEN FEE RADON GAS Fy.5?7s- r rsa0.00 s--.0. et) TOTAL FEE $ 614g. ELECTRICAL qc o e ys7 PLUMBING E No TYPE QTY E No TYPE LVTY E027 A/C CNTRL 1-3 TON E037 FIXTURE -LIGHT E047 A/C CNTRL 4-7 TON ENO FLOOD LIGHTS E048 A/C CNTRL 8-15 TON E031 GENERATORS, ETC. E049 A/C CNTRL 16-20 E056 GENERATORS, ETC- E050 A/C CNTRL 20+ TON E009 LOW VOLT -BURGLAR E073 CHILLER E046 LOW VOLT -FIRE E028 CLEAR VIOLATIONS E060 LOW VOLT-T.V. E043 DEMOLITIONS E051 LOW VOLT -INTERCOM E001 MINIMUM FEE E029 MOTOR -EQUIP OLTILT E006 SERVICE/FEEDER E030 MOTOR -EQUIP OMIT E052 SERVICE/FEEDER E035 OUTLET -COMMERCIAL E012 COMPACTOR F-041 PKNG LOT LIGHTS E013 DEEP FREEZER E042 PLUGMOLD/STRIP E014 DISHWASHER E068 PUBIS E015 DRYER E005 RENEW -TEMP SERV E016 FAN E061 REPAIR CIRCUITS E017 GARBAGE DISPOSAL E008 ROUGH WIRE-OUTLEI E01 S HEAT RECOVERY E003 .. SERVICE REPAIR E019 OVEN E036 SIGNS E020 RANGE/RANGE TOP E055 SPAS/HOT TUBS E011 AIR CONDITIONERS E065 SUBFEEDS E022 REFRIG-COMM (P/HP) E066 SUBFEEDS EMT REFRIG-DOMESTIC E067 SUBFEEDS E023 SPACE HEATER E045 SWIM POOL-COMM ED24 TIME CLOCK E044 SWIM POOL-RESID E025 WASHING MACHINE E007 SWITCHBOARDS E026 WATER HEATER E002 TEMP SERV (TEST) E062 FPI - LOAD CONTROL E004 TEMP FOR lhbl-30 E010 FIRE ALARM/PUMP E032 TRANS FOR XRAY E038 FIXTURE-FLOURESC'NI E034 WELD MACH OUTLETS E039 FIXTURE HEADS MECHANICAL M No TYPE QTY M No TYPE QTY M023 MINIMUM FEE M422 PROCESS/PRESS PIPE M070 - A/C CENTRAL - TON M466 PRESSURE VESSEL M094 A/C WALL/WNDW-BTU M4E9 PRESS VESSEL-UNFRD M117 AIR HANDLER - TON M493 REFRIGERATION BTCT M141 BATH FAN - VENTED M505 REFRIGERATION -HP M164 BOILER M516 REFRIGERATION -TON r MI88 CONDENSATE DRAIN M520 SMOKE DUCT - 4 HR M199 COMPRESSOR REPLACE M528 SMOKE RMVL - 4 HR M211 COOLING TOWER M540 STEAM ACTUAT MACH M223 DRYER M551 STEAM BOILER M235 DUCTWORK M563 STEAM BOILER-H/W M258 FIREPLACE M587 STEAM BOILER -MINI M282 HEATING - EACH M610 STEAM DRIVE MOVER M305 HEATING CNTRL-BTU M634 STORE TANK -ABOVE M329 INTER COMBUST ENG M657 STORE TANK -BELOW M352 PAINT BOOTH AUTO M681 VENT HOOD-RESIDNT M376 PAINT BOOTH OTHER r M704 VENTILATION M399 PIPE/FLAMMABLE IIQ T zoNlNc Z No TYPE QTY Z No TYPE ^ QTY Z,001 MINIMUM FEE Z031 MISCELLANEOUS WORK 2002 DRIVEWAY SEAL-COMM Z032 BASKETBALL POLE Z003 DRIVEWAY SEAL-RES Z033 DRIVE -RESURFACE EXISTING W 2034 FLOOR RESURFACE-COMM Z037 KIT CABNETSNEW/RISURP ZOOS V FLOOR RESURFACE-RES Z038 KIT COUNTER-NEW/RESURF 2006 FLOOR SCRAPING-COMM Z039 MISCELLANEOUS 2.007 FLOOR SCIIAPING-RES 2040 SATELLTIE DISH ANTENNA 2008 PAINT/PRESSURE CLN-COMM Z041 SCREEN REPAIRS 2C(19 PAINT/PRESSURE CLN-RES Z042 SPA/HOT TUB-ABOVE-COMM Z010 PAINT ONLY-APT/COMM/ETC 2043 SPA/HOT TUB-ABOVE-RES Z01I PAINT ONLY-SF/DUPLEX/ETC 2044 RATE CLASS 03 - MINIMUM 2012 POOL/SPA-SAND & MRBLCOMM Z046 r, 0501 -1000 SQ FT Z013 POOL/SPA-SAND & MRBL-RES 2047 1031 & OVER SQ FT Z014 POOL/SPA-SAND & PAINT-COMM 2050 LANDSCAPING - COMM Z015 POOL/SPA-SAND & PAINT-RES 2051 LANDSCAPING - RES 2016 PRESSURE CLEAN ONLY-COMM 2062 POOL/SPA - TILING Z017 PRESSURE CLEAN ONLY-RES 21353 TILING - EXTERIOR 2018 ROOF -SAND & PAINT-COMM 2054 TILING - INTERIOR 7,019 ROOF -SAND & PAINT-RES 2300 RATE CLASS 06 - MINIMUM 2020 SANDBLAST ONLY-COMM 2302 0101 - 300 L FT 2021 SANDBLAST ONLY-RES 73R1 300 & OVER L FT 2022 AWNING-COVER/REPAIR 2325 FENCE - ALUMINUM Z023 CANOPY-COVER/REPAIR 2334 FENCE - CHAIN LINK 1 2031 MISCELLANEOUS WORK Z342 FENCE - WROUGHT IRON w..I R S P No TYPE QTY P995 A/C CONDENSATE P988 A/C LINES P980 AREA DRAIN P975 CAP FDCTURES P976 CAP WIR/SANTTARY LINES P912 CATCH BASIN P986 DISCHARGE WELL P915 EQUIPMENT P900 GAS - INSTALLATION P902 GAS -INSTALLATION P903 GAS -NATURAL P987 GLASS SINK P028 LAWN SPRINKLER SYSTEM P966 LAWN SPRINKLER SYSTEM P966 MISC REPAIRS ($15.00) P013 MINIMUM FEE P026 OVER THREE ITEMS P027 POOL FOUNTAIN - PIPING P930 POOL PIPING P961 PUMP/ABANDON - SEPTIC P985 RE -PIPING P940 RELAY P962 ROOF INLET (DRAIN LANE) ROUGH-1N & SETS P BATH TUB P BIDET P CLOTHES WASHER P DENTAL CHAIR P DISHWASHER P DISPOSAL P DRINKING FOUNTAIN P FLOOR DRAIN P GREASE TRAP P ICE MAKER P INDIRECT WASTES r P INTERCEPTOR P LAUNDRY TRAY P LAVATORY r P SHOWER i — 1 P SINK P TEMP WATER CLOSET P URINAL r P VACUUM PUMP P WATER CLOSET P901 SEWER P910 CONNECT-INSTL CLN OUT P963 SEWER CONNECTIONS A P914 SOAKAGE PIT (CU FT) P990 SOLAR WATER HEATER P931 SPA PIPING P023 SUMP PUMP P970 TANK REPLACEMENT P019 TRENCH DRAIN _ P992 WATER HEATER P741 WATER SUPPLY TO A/C P754 WATER TO FIRE SPRINKLER P780 WATER TO I IFAT'ER-REPLACE P767 WATER TO HEATER -NEW a P793 WATER TO LAWN SPRINKLER P806 WATER TO SWIM POOL WELL n P819 WATER TO WATER SERVICE ROOFING SQUARE FEET S557 RE -ROOF S559 ROOF, NEW S562 ROOF, REPAIR S566 ROOF SANDBLAST & PAINT S522 GUTTERS & DOWNSPOUTS TILE TYPE TTLE COLOR ADDITIONAL INFORMATION: TRADE OFFICIAL'S SIGNATURE TitieCompany3001 L6/ 82) {Individua4FirstAmerica STATE OF CALIFARNI COUNTY OF 7 said State, personally appeared...... e me, the undersigned, a Notary Public in and for 9/?rey4-4 44(e4 personally known to me (or proved to me on the basis of satin factoryevidence)to be the person(s) whose name(s) is/are sub- scribed to th sirument and acknowledged to me that he/she/t WITNE Signature he same. d official seal. This area for official notarial seal) F. P # 062 LY t i t,F0-)1. H1.01.1'0.NG C(JN ET4tS4 MITH.. V 1.1N if4(t1 L. 0 7 00- ()C)00 1-1 1. (.3 4s1 J. 1\1 3:,1 3:1-1 04-3..-11.:: 341 1- N t..14 r1 3"; N 1:.) APPI..1(*.ATToN #9Ycy2(.-.4r.-,/ j. A1)01.1.1.11•: (.4 A.4 03 .1 ) (:hancle. of re) r 477. r „ o(") I , or]g, Perwit te.r.1 ,.1•45 L:OMPLP-INc.j.. (),,t (70 oc HY7 4 100 a 7#6 CUSTOMER R CEIPT# 068865 CITY OF CORAL GABLES RE- I NSPECTI ON INVOICE ? » 92110947 CONTROL 91033505 PAYEE ROSENBERG MELVIN S DATE: 11/ TIME. 09. MCOL# 000 PHONE THE FOLLOWING CHARGES ARE BEING ASSESSED AGAINST PERMIT APPLICATION: 92026457 PROPERTY: 41320310360 COCOPLUM SECTION 2 PLAT F LEGAL DESCR: COCOPLUM SEC 2 PLAT F Pit 133--30 LOT 36 B SITE ADDRESS: 199 CAOBA COURT PAGE 1 19/92 59 263608 00-0000 92050433 CODE DESCRIPTION *CAGE* *QTY* *AMOUNT* GLM.ACCT 1905 Re -inspection fee -- work not 30.00 1 ready for inspection INSPECTION # 92110539 N450 TIE BEAM - 02 FLOOR TOTAL: PLEASE PAY THIS OmRECEIVEDBY: DATE 0 T ********* 30.00 001322151 30.00 ********* CASH/CHECK: i -34\ CUSTOMER RECEIPT# 068592 CITY OF CORAL GABLES PAGE 1 RE-INSPECTrON INVOICE >>> 92110582 CONTROL 91033505 PAYEE ROSENBERG MELVIN S DATE: 11/12/92 TIME: 12:00 MCOL# 000263608 PRONE - 00-0000 THE FOLLOWING CHARGES ARE BEING ASSESSED AGAINST PERMIT *92050433 APPLICATION: 92026457 PROPERTY: 41320310360 COCOP"LU SECTION 2 PLAT F LEGAL DESCR: COCOPLUM SEC 2 PLAT F PR 133-30 LOT 36 R SITE ADDRESS: 199 CAORA COURT CODE DESCRIPTION *CHARGE* *QTY* *AMOUNT* GLM . ACCT 1905 Rs -inspection fee - work not ready for inspection INSPECTION 4 92441339 N449 TIE BEAM - 01 FLOOR TOTAL: PLEASE PAY THIS RECEIVED BY: 30.00 1 30.00 001322151 ouNT ********* $30.00 ********* DATE: (.'0 CASH/CHECK : b) a4 CUSTOMER CITY OF CORAL GABLES BUILDING DEPARTMENT 405 BILTMORE WAY CORAL GABLES, FLORIDA 33134 PLUMBING PERMIT APPLICATION t62 BUILDING PERMIT NO. 92-050433 PLUMBING ci 4,.. o PERMIT NO. J TYPE NUMBER RGH SET FEE A Jle°Builders 5387 Contractor's AddressBATHTUB BIDET 7451 NW 63 ST Name I PhoneDISHWASHEROwner's DISPOSAL Mel Romig ( DV ` q g 5 596-1392 lob AddressDRINKINGFOUNTAIN FLOOR DRAIN 199 Caoba Ct. Coco Plum, Chral Gables J Lot ck i is' nGREASETRAP INTERCEPTOR Present or Proposer] se of BuildingLAVATORY LAUNDRY TRAY Old New E No. of BedroomsCLOTHESWASHER SHOWER Application is hereby made to obtain a permit to do the work andSINK TEMPORARY WATER CLOSET 1 35s10. 50 mstallations as hereon indicated. I certify that no work or installation has been effected prior to the issuance of said permit and that all work wi li be Perf to meet the standards of all laws regulating construction inUMWCodeeat. fee WATER CLOSET unyy and the City of CCooraall Gables. f INDIRECT WASTES r>_-. "-"- siAN ORD W» FREEDMANAril. '+ a of Mastirl er of OwnerICEMAKER WATER SUPPLY TO: c r'ilt Cent. No. 264-56-6101 AIR CONDITIONING UNIT nrrtl. Soc,ai r:c;urity No. FIRE SPRINKLER Date of Issuance: HEATER - NEW INSTALLATION insurance Dale Issued By: r This permit does not become valid until signed by an authorizedHEATER - REPLACE LAWN SPRINKLER - WELL epresentative of the Director, Coral Gables Building Department and all ter; in SWIMMING POOL - WELL are paid and receipt acknowiedged the space provided. WATER SERVICE SEWER CONNECTIONS PLUMBING INSPECTIONS aROUNDSEPTICTANKCONNECTIONS SEWER CAP IiC.}t1s.'H SEPTIC TANK UB & WATER PIPERELAY PUMP & ABANDON SEPTIC TANK SOAKAGE PIT - CU. FT. lEWER SEPTIC TANKCATCHBASIN INTERCEPTOR, GREASE, OIL WELL DISCHARGE WELL POOL PIPINGDOMESTICWELL AREA DRAIN ROOF INLET i,INAL PLUMBINGSOLARWATERHEATER SOLAR WATER HEATER REPAIRS E --- -- -- POOL PIPING LAWN SPRINKLER SYSTEM f THE REINSPECTION OWNER'S AFFIDAVIT: I'r"ti,., '=emly Iti' all work will re &rte. by me: personally for myself. without any outside 4r,-,i Irr„ , .,,_cri-hit A. ds•y ei.nsl,ne ci r.ontrac,ror as requued by law. CAP FIXTURE TOTAL FEe: 35.50 White - INSPECTOR'S COPY . Green — APPLicANrs COPY FK.. ,.. ,..K RECEIPT# 065860 92080.509 CONTROL PAYEE CITY OF GORAL GABLS PAGE L RF-INSPCTION INVOICE 910505 HOEIS PLOMH:NG jNc DAUH: 08/13/92 TYME I001 MCOLO 000229534 PHON 9).-0901 THE FOLLOWING CHARGES ARE 8E1NG ASSESEO AGA1Wfl P0,0111 #920.5043 APPETCATION 92067099 PROPERTY. !:!;17: I gi I LEGAL DESCH. GOC:OPloM SEC PLAI P8 -A3,3-30. LW 36 1.7i SliE ADDRESS:: 199 cAoHA c(. twr COW7' OFSCRIPT1ON 1905 Re -inspection tee - ready for inspection INSPECTION # 92061274 N329 ROUGH PLUMBING - Of HOOk no r 1-vHA1.4(4,4, *ori* *AMODNI 00 30.00 001322151 v**x****** lol ,6F- PAY rHIS 4,1moyN1 .1(x*******_ ss.,,,c) 00 ********* RFC:FINED HY 0A1F. LAH ,GHFc0 7 REPRINT CUSTOMER TTI Orli flit it B . O . A NUMBERR .. DATE OF SUBMITTAL APPLICATION FOR APPROVAL or PLANS BY BOARD OP ARCHITECTS Applicants name D. NIMiti"ge OC - Phone 6440 044 Address: 44°44161,Pr AVF:- W !fir Ge40LE5, z i p`4 This submittal is for: X. PRELIMINARY APPROVAL (One set required; two sets required if cost is over $25,000: see note below.) FINAL APPROVAL (Two sets working 4rawinas required.) FINAL WITHOUT PRELIMINARY APPROVAL (Two sets working drawings required.) Proposed Structure: CA Residence, Duplex, Addition, Sign, etc.) Estimated Cost $ Owners name: n/i, CV\ealtej Phone f0A. CINOM Zip Address: Job Andress: LEGAL DESCRIPTION: Lot/s C CI Block ,Section/ SUBDIVISION: (Nate: 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 City of Coral Gables Board of Architects.) Projedt Architect: C*5t2f Phone Indicate date/s of any prey ous submittals and action of the Board of Architects: -t Note: Plans for Preliminary Approval with an estimated construction cost exceeding $25,000 will be deferred for a week in accordance with Section 25--5(a) for pasting of property. See Plan Preparation and Design Information" for required documents Emir. Preliminary and Final Approvals, and Zoning Code Section 24-4. Check with the Building Department for values in cost per square feet to be used in calculating cost of projects. F O R M 9 0 A 8 9 F L O R I D A E N E R G Y E F F I C I E N C Y C O D E F O R B U I L D I N G C O N S T P U C T I O N S E CT I O N 9 r i r s i o r p i nALPOINTS Y S T E M M E T H O D D E P A T R T M E N T O F C O M M U N I T Y A F F A I R S C L I M A T E Z O N E S S O U T H 7 E l 9 P R O J E C T N A M E B C C O a r t 1 b C C C B U I L D E R 1 L 1 i r e IA v t J j fefCj3Di r A N D A D D R E S S 4 e 0 C C A I i 1 4 P E R M I T T I N G O F F I C E r y r A r i L C S C L I M A T E Z O N E 7 Q' 1 3 s Q' C e L 4 C r a R I f f I O W N E R L i 1 L i 3 r i 1 2 t I A N O I 1 1 N O J U R I S D I C T I O N N E W C O N S T R U C T I O N E 1 F M U L T I F A M I L Y N U M B E R E O F C O N D I T I O N E D F L O O R A R E A l T c 4 S O F T C L E A R G L A S S A R E A A N D T Y P E T I N T F I L M S O L A F I S C R E E N A D D I T I O N U N I T S C O V E R E D B Y T H I S S I I S M I T T A L S I N G L E P A N E 5 O F T S I N G L E F A N S S i t FT P R E D O M I N A N T S D O U B L E P A N E r i S O F f D O U B L E U T F A S O P A N E F f p O R c m c H E R 1 H A N G L E N G T H F T N E T W A L L A R E A A N O I N S U L A T I O N E X T E R I O R M A S O N R Y R M E R O N F R A M E R E X T E R I O R S T E E L R E X T E R K A L O G R q I l C 1 p 5 4 F T S O T F T S O F T S O F T R A D J A C E N T M A SO N R Y A D J A C E N T F R A M E R A D J A C E N T S T E E L A D J A C E N T L O G R 1 S F O T t F C D r i s F 7 n S O F T C E N D I N S U L A r 4 FORM 900•A•09 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 9 --. RESIDENTIAL POINT SYSTEM METHOD DEPATRTMENT OF COMMUNITY AFFAIRS CLIMATE ZONES SOUTH T J! 9 PROJECT NAME AHD ADDRESS: riq r Elan E F -j 1 br 1...\<= C. BUILDER: --r-p 1 tic-,1-1 [. ) j i 5i.1),(ji pi-) 1XX. C a C 7 A PERMITTING OFFICE: et , rr A t' kr.f. s CLIMATE ZONE: 7 II 8 ® 9 aEJ0C. 6ra A 4.J- -. OWNER: p,i/L'i ! ; ce t, %' t PERMIT NO.. JURISDICTION NO. NEW CONSTRUCTION [V ADDITION IF MULTIFAMILY, NUMBER OF CONDITIONED FLOOR AREA C A - SO. fi GLASS AREA AND TYPE CLEAR TINT,FILM,50tAR SCR£EI! UNITS COVERED BY THIS SUBMITTAL: p WANT ENV OVERHANG LE T1Ht FT SINGES PANE SO. FT SINGES PANE 7 5G. FT. CHECKWTHISSUBMITTALA WORD 5E CONDITION: _ IPANE MULTIFAMILY ATTACHED SINGLE- FAMILY DETACHED ElREPRESENTS TEE LENGTH FT D - Via. DOUBLE „ em Fp. NET. WALL AREA AND INSULATION'' EXTERIOR MASONRY R a EXTERIOR FRAME R a EXTERIOR STEEL R = r EXTERIOR LOG R = 9ge' 3143 V. 1 T r rns° R = ADJACENT FRAME R C ADJACENT STEEL R ; ADJACENT LOG R = ADJACENTMASONRYSO. FQ SOCEILING AREA AIID INSULATION FLOOR TYPE AHD INSULATION UNDER ATTIC R = SINGLE ASSEMBLY R = SLAB PERIMETER R = RAISED. WO000NE R = 3 i ir% I t 3 0 rf l FT. r'J i [,1?, 1?, 0SF?. 13 DUCTS COOLING SYSTEM HEATING SYSTEM T IIYAC CREDITS HOT WATER SYSTEM HOT WATER CREDITS IN UNCONDITIONED SPACE R i. ri El CENTRAL ROOM PACKAGE TERMINAL AIR CONDITIONER NONE fid ELECTRIC STRIP 3 NATURAL GAS Li ROOM UNIT Oil PACKAGE TERMINAL HEAT PUMP CAOUEr.HSPF1 I,L_.[- d—' HEAT PUMP FUELS NONE OTHER Ill CEILING FANS CRoSS VENTILATION WHOLE HOUSE FAN ATTIC RADIANT BARRIER MULTIZOIE 0 ElNATURAL li ElNONE ELECTRIC GAS OTHER FUELS SOLAR: S F. T IT HEAT RECOVERY , HEa DEDICATED IN CONDITIONED SPACE R a HEAT PUMP: E F. s n I J BEDROOMS = j SEERIEER = 1 2EF = F3F'1 NIFILT RATION PRACTICE USED i # 2#3 li I 4- 3 _ i t. x 100 t TOTAL AS -BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. CALCULATED ENEiOY PERFOIRMAIICE INDEX MUST NOT EXCEED 100 POINTS. In accrordance with Section 553.907 F.S.. 1 hereby certify that the plans and speciTicalions covered by this calculation are in compliance with the Florida Energy Code. 1 •X OWIYERIAGENT• % J /rI •, f{•""/ DATE' / 1 y Review of the plans and specifications covered by this calculation indicates Compliance with me Florida Energy Code. Before construction is completed. this building will be inspected to compliance in accordance with Section 553.9013 F.S. BUILDING OFFICIAL: DATE: 9A 1 PRESCRIPTIVE MEASU' : 1419i6IIe etlttT Or exvit4frat *Bregolime114, COMPQNENTS SECTION CHECK w1tpaly§ IMUM QF Q.5 CPA PER LtMEAR POW OF OPERABLE SASH CRACK. EXTERIOR & EXTERIOR JOINTS CRACKS 904.1 MAXIMUM OF 0.5 CFM PER Fn. FT, OF DOOR AREA. INCLUDES SLIDING GLASS DOORS, SOUR CORE, 4." 904.1 TO BE CIAULKED, GASKETED, WWEATFIEIRSTRIPPED OR OTHERWISE SEALED, WATER HEATERS 904. 2 . MUST BEAR LABEL INDICATING GLANCE: WITH ASHRAE STANDAFICI 90 OR COMPLY OATH EFFICIENCY AND STANDBY LOSS REQUIREMENTS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER (ELECTRIC), OR CUT-OFF IGASIMIK P SWIMMING POOLS UPAS 9041 SPAS d HEATED POOLS MUST HAVE COVERS (EXCEPT SOLAR HEATED). NON-COMMERCIAL POOLS MUST HAVE A•,PLblP, TIME v o ST l$ THE EFFICKEVY OF wt. 4/.. HOT WATER PIPES 904.4 ITV, SULATIONISMOUIC DONL IOGSY"3.UDlN HFATplytlt SUCH CASES, PIPING HEATLOSS SHALL KI,>!`IITETITOtuBTUNILIt ARPICOT7 FIRE SHOWEB HEADS 9D4. 5 WATER FLOW MUST IE *,.$TAIGTEQ TO NO MIME THAN 1 CiALLONS PER MINUTE AT 80 MG. t/ HVAC DUCT Ai. ii . •.. tHVAC CONTROO 903. 2 901. 7 CONSTRUCTED IN ACCORDANCE 1MRTH INDUSTRY STANDARDS 8 LOCAL MECHANICAL COPES. DUCTS IN ai,iik,,,, :*ia. • ..- - n: t.; I . ,,,,,l .. i 4.. 1.1,1 T .. rr/. SgFARATE REAM T T Y T IN TION I CEILINGS- IANV. R.19. CO • , ,, . : $1.11 OR C R.3. FTIAME t• • .CEILINGS & F /Ai!, R-t 1- 1- CLIMATE ZONES 7 8 9GSYSTEMMULTIPLIERS (HS SYSTEM TYPE HEATING SYSTEM MULT PLIERS' Central Heat Pump Units NSPF 1- ",,. 6.4.689 6,9.7 39 7,4.7.89 7.9. 8 39 8.4.8.88 8.9 - Up 2,5 .2 69 2, 7 -289 2 9.3 09 31 • 3 29 3.3.3.49 3.5.3.69 3.7 • Up HSMHSM s A • 49 46 43 40 3$ 36 PTHP • HSM 51 49 46 43 40 38 36 Electric Slr9 10 Gas d Other Fuels 1.0 (5ee Table for Credit Mulliplieri Minimums, Cenral Units -Air Swat 2 7 COP (6 4 NSPF), water Source 3.4 COP, Ground water Source 3 2 COP PTHP 26 COP means Coefficient of Perlarmance. ERS {HCM SYSTEM TYPE HEATING CREDIT 'MULTIPLIERS Alba Radiant Barrier HCM 96 Muhizone ., HC1,4 90 Natural Gas AFUE 67 • .69 70. 74 75. 79 80 • .84 85 • .89 90 • Up Hal 36 34 32 30 28 26 Other Fuels HCM 58 55 52 48 45 43 Where more than one credit is claimed, multiply HCM's together Enter produc on page 4. AFig meet Annual Fig ylip;alionStliciencr. 9K COOLING SYSTEM MULTIPLIERS (CS SYSTEM TTPE COOLING SYSTEM. MULTIPLIERS' 75- 60. 85- 90• 95• 100- 10.5• 11.0- 115- 12.0 CENTRAL UNITS SIN' 7 9 8.4 9 9.4 9.9 10.4 10.9 11.4 i 11.9 A Up SEERrEER) GSM o; p4, it-. F ' 40 38 36 34 32 1 30 28 PTAC d ROOM UNITS EER) GSM 45 43 40 38 36 34 32 31 30 28 Minimums: Central Units --Air Cooler! 7.8 EER (8.5 SEE Ground water Cooled t0.0 EER. EEA means Enter F<ll'ifnsr Ri{io SEER mains easonal Enemy EtticiencYRatio. --.. m.1.. IA ITS CM SYSTEM TYPE CiXILING CREDIT MULTIPLIERS (CCM) Ceilina Fans 86 Multixo_ne 90 Croak ventilation or Vitbaie_House Earaerediliar _onfv oriel 95 Attic Radiant Drier .95 Where more than one credit is claimed, multiply CCM's together Enter product on page 2. 910 HOT WATER MULTIPLIERS (HWM SYSTEM TYPE MOT WATER MULT 11E8i Electric Resistance EF 80. 81 82. 1i3 B4 • .65 B8 • .B7 8$ 9091 93 94 - 96 97 d Up HwM 365I1 3561 3176 3395M 3208 3106 3010 Natural Gas EF 54. 5$ 56 - .57 58 - 59 60 • .61 62. 63 64 • .65 66 d Up HWM 1287 1241 t196 1158 1121 4086 1053 Other Fuels HWM 2092 2018 448 1683 1823 1766 1712 Water heaters must comply with prescriptive measures al 'noble 9A. EF means Energy Factor WATER CREDIT MULTIPLIERS (HWCM Y,9TEM TYP Solar Water Heater SF I 3 4 5 6 7 @ 1.0 HWCM 9 8 4 f5 4 3 2 1 0 Heal Recovery Unit Wi h Heal 0umo Docketed Neal Pump EF 2.0.2,4 2-5,• Z.99 3.0 - 3,911 3.5 d Ua HWCM 44 35 29 21. A HMI must be used in conjunction with ell HWCM. See Table 9IA. SF means Solar fraction. EF means Energy Fads. eP INFILTRATION REDUCTION PRACTICE COMPLIANCE C MIST (See Section 903.2(t)) COMPONFATS PRACTICE 11 PF16OTICE "2 gxlerior Walla and Floors REQUIREMENTS tOR EACH PRACTICE COMPj,Y WITS! ALL INFILTRAMN PMSCRIPTIYES ON TABLE 9A. COMELY WLTILPRACTICE "I AND THE, EOLIMA NO: Duchm rk Fireplaces Exhaust fens PRACTICE 13 Copan Interior Wad wed Wilts Ductwork Combustion Appliances T4ro_ctiatkeneftstions Inklittion border installed, Sole ofatethoor laird caulked or sigo4 Atchwor15 S1 uncendtl4md mum buttatd. Mo ed with outside combust* air., dun. and tkle damps, Waned with dampers. Quotation devices keg peo.21q. COMPLY Willi PRACTICE •I AND " AND THE FQLLOWINQ; Infiltraltiort barrier,. instilled. ac mod. Tao_l.fale metre.ians solid at Taint d cracks on interior wails catill{>icl._sealed Of garskated. Seated from rind lioned space d imitated from ventilated attic swami AN shstwork. k zated in conditioned arrant., Be in unconditioned space (except direct ve61) 04,0 air tom unconditioned space. Exhaust by-products outdoors. Stoves see 903.2(Ik For multipliers for other types or systems see section 904.9. 6- FLPUDOUIST:M EU6k6n 10k© DE SECTION '9 - RESIDENTIAL POINT SYSTEM METHOD FORM 900-A-89 DEPARTMENT OF COMMUNITY AFFAIRS PROJECT NAME BARRERA RESIDENCE AND ADDRESS XXX CAOBA BUILDER " TR I TECH C'.ONST . OWNER M/M BARRERA CLIMATE ZONE SOUTH 8 PERMITTING OFFICE CORAL GABLES CLIMATE ZONE 8 PERMIT NUMBER JURISDICTION NUMBER NEW DETACHED CONDITIONED FLOOR AREA MULTIFAMILY NUMBER GLASS AREA AND TYPE OF UNITS CEILING INSULATION UNDER ATTIC: 6524.0 R= 30.0 CBS Ext. 9838.0 Adj. S/A CLEAR TINT SGL DBL 1276.0 SSL 72.0 DBL NET WALL AREA and INSULATION R= FRAME R= ' STEEL STUD 4.3 DUCTS R= LOU COOLING SYSTEM HEATING SYSTEM UNCONDITIONED CENTRAL ELECTRIC STRIP R= 4.2 CONDITIONED SEER/EER = 11.00 COP/AFUE = u.00 R= HOTWATER SYSTEM ELEC:TP.. I C / HEAT RECOVERY EF = 0.88 SF/EF = 0.00 INFILTRATION PRACTICE USED 2 NUMBER OF BEDROOMS 4 TOTAL AS -BUILT POINTS / TOTAL BASE POINTS = CALC-ULATED E.P.I. 115463.E 116655.7 E 98.98 7 In accordance with Section 553.307 F.S., I herebycertify that the plans and specifications covered by this calculation are in compliance with the Flori a Energy Code. OWNER / ANENT DATE Review of the plans and specifications covered by this calculation indicatescompliance with the Florida Energy Cede. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908 F.S. BUILDING; OFFICIAL _____ DATE SARRERA RESIDENCE Page 2 BASE SUMMER CALCULATIONS OR I L=AT I M! GLASS AREA BASE SPM -- BASE SUMMER POINTS N 36.0 60.20 2167.2 NE 264.0 88.00 23232.0 NE 72.0 88.00 6336.0 NE 210.0 138.00 18480.0 E E 166.0 65.0 127.00 127.00 21082.0 8255.0 SE 18.0 135.00 2430.0 5 60.0 124.20 7452.0 SW 96.0 135.00 12960.0 SW 52.0 135.00 7020.0 SW 103.0 135.00 13905.0 W NW H 60.0 74.0 72.0 127.00 88.00 124.20 7620.0 6512.0 8942.4 COND. TOTAL BASE EASE ADJUSTED 15 v. FLOOD: / GLASS = ADJ. GLASS - GLASS AREA AREA FACTOR SUBTOTAL EASE SP 15 6524.0 1348.0 0.725964 146393.6 106276.5 COMPONENT DESCRIPTION APEA BASE MULT. BASE POINTS EXTERIOR CBS )838.0 1.60 15740.8 EXTERIOR WOOD DOOR 01.0 6.40 518.4 CEILING UNDER ATTIC 3161.0 FLOOR SLAB RAISED CONCRETE 0.80 2528.8 14u. G 1890.0 0 . 00 2. 16 2800. 0 408'2. 4 INFILTRATION 6524.0 14.70 95902.8 TOTAL COMPONENT POINTS 214084.9 COOLING BASE TOTAL SYSTEM CSM x BASE SUM. POINTS 0.43 214084.9 BASE COOLING POINTS 92056.5 HOTWATER NUMBER CASE SYSTEM OF n HWM BEDROOMS 4 3319 BASE HOTWATER POINTS 13276.0 BARR:ERA RESIDENCE Page 3 AS -BUILT SUMMER CALCULATIONS OR. L/H GLASS AREA x SPM SOF - A--B SUMMER POINTS N 0.50 36.0 65.20 (TS) 0.80 1877.8 NE 3.00 264.0 94.50 (TS) 0.44 10977.1 NE 0.90 72.0 94.50 (TS) 0.64 4354.6 NE 0.30 210.0 94.50 (TS) 0.86 17066.7 E 0.90 166.0 133.90 (TS) 0.59 13114.2 E 0.50 65.0 133.90 (TS) 0.75 6527.6 SE 0.90 18.0 143.00 (TS) 0.52 1338.5 S 1.40 60.0 132.50 (TS) 0.39 3100.5 SW 1.90 96.0 143.00 (TS) 0.34 4667.5 SW 0.80 52.0 143.00 (TS) 0.58 4312.9 SW 0.90 103.0 143.00 (TS) 0.52 7659.1 W fir. 50 60.0 133.90 (TS) 0.75 6025.5 NW 1.00 74.0 94.50 (TS) 0.64 4475.5 H 0.00 72.0 276.90 (TD) 1.00 20O80.8 AS -BUILT GLASS SUBTOTAL 1U5578.2 COMPONENT DESCRIPTION AP;EA BASE MULT. BASE POINTS EXTERIOR CBS 9838.0 2. 70 26562.6 EXTERIOR WOOD DOOk 91.0 9.40 761.4 CEILING UNDER ATTIC 3161.0 FLOOR SLAB RAISED CONCRETE 0.80 2528.8 140.0 1890.0 20. 00 0.30 2800. 0 567. 0 INFILTRATION 6524.0 14.70 95902.8 TOTAL COMPONENT POINTS 227966.8 COOLING TOTAL AS -BUILT AS -BUILT AS -BUILT AS -BUILT SYSTEM AS -BUILT x DM x CSM x CCM COOLING SUM.PTS. (9H) (9K) (9L) POINTS 227966.8 1.14 0.31 1.000 80563.5 HOTWATER NUMBER AS -BUILT AS -BUILT SYSTEM OF x HWM x HWO•M BEDROOMS (9M) t9N) 4 3318 u.62 BASE HOTWATER POINTS 8228.6 OARRERA RESIDENCE Page 4 BASE ORIENTATION GLASS AREA N 36.0 NE NE NE E E 264.0 72.0 210.0 16.0 65.0 SE 18.0 S 60.0 SW SW SW W NW W 96.0 52.0 103.0 60.0 74.0 72.0 W I N T E R O A L C U L A'. T I O N S x BASE SPM 2.20 1.40 1.40 1.40 1.10 1.10 0.10 3 . 30 3.30 n BASE SUMMER POINTS 79.2 369.6 loo.8 294.0 182.6 71.5 59. 4 106.0 316.8 1711.6 309. 9 66.0 103.6 223. COND. TOTAL BASE 15 x FLOOR / GLASS = ADJ. AREA AREA FACTOR 15 6524.0 1348.0 0.725964 COMPONENT DESCRIPTION BASE x GLASS SUBTOTAL 669. 8 ADJUSTED GLASS BASE SP 486.3 AREA BASE MOLT. EXTERIOR CBS BASE POINTS 9838.0 0.30 EXTERIOR WOOD DOOR 81.0 1.00 951.4 145.E C'EILING UNDER ATTIC 3161.0 0.10 FLOOR SLAB RAISED CONCRETE 140.0 1890.0 2.10 0. 28 316.1 294. 0 529.2 INFILTRATION 6524.0 1.20 7828.8 TOTAL COMPONENT POINTS 9932.6 HEATING SYSTEM E BASE HSM 1.14 TOTAL x BASE WIN, POINTS 9332.6 BASE HEATING POINTS 11323.2 TOTALS * BASE COOLING POINTS p. 2) 92056.5 BASE VASE HEATING + HOTWATER POINTS POINTS p.4) (p. 2) 11323.2 13276.00 TOTAL BASE POINTS 116655.7 BARRERA RESIDENCE Page 5 AS -BUILT WINTER CALCULATIONS OR. L/H GLASS AREA N NE NE NE 0.50 36.0 3.00 0.90 0.30 264.0 72.0 210.0 E 0.90 166.0 E 0.50 65.0 SE 0.90 18.0 S SW SW SW 1.40 60.0 1.90 0.80 0.90 W 0.50 NW 1.00 H 0.00 96.0 52.0 103.0 60.0 74.0 72.0 x WPM X WOF 3.70 (TS) 2.90 (TS) 2.90 (TS) 2.90 (TB) 0.20 (TS) 0.20 (TS) 2 . 00 (TS) 1.80 (TS) 2. 00 2.00 2. 00 0.20 2.90 (TS) 5.70 (TD) AS -BUILT GLASS SUBTOTAL TS) TS) TS) 1.09 1.51 1.30 1.13 11.04 6.54 0.03 0. 91 0.15 0.03 TS) 6.54 1.30 1.00 A--B WINTER POINTS 145.2 1156.1 271.4 688.2 366.5 85.0 1.1 119.9 174.7 15.6 6.2 78.5 279.0 410.4 2945.7 COMPONENT DESCRIPTION AREA BASE MULT. EXTERIOR CBS 9838.0 EXTERIOR WOOD DOOR 81.0 1. ZO BASE POINTS 11805.6 2.80 226.8 CEILING UNDER ATTIC 3161.0 FLOOR SLAB RAISED CONCRETE 0.10 316.1 140.0 1890.0 2. 10 0.30 294. 0 567.0 INFILTRATION 6524.0 1.20 7828.8 TOTAL COMPONENT POINTS 23396.0 HEATING SYSTEM TOTAL AS -BUILT AS -BUILT x DM x WIN.PTS. (9H) 23396.0 1.14 TOTALS * AS -BUILT AS -BUILT SYSTEM COOLING + HEATING -4- p. 3) (p. 5) 80563.5 2C671.5 AS -BUILT AS -BUILT HSM x HCM 9I) (9J) 1.00 1.000 AS -BUILT HOTWATER Cp. 3) 8228.6 AS -BUILT HEATING POINTS 26671.5 TOTAL AS -BUILT POINTS 115463.6 BLD-821 19 FEB 1992 08:34 OWNER SITE ADOR : PROP CODE: LEGAL DSCR: CITY OF (ORAL, GABLES BUILDING DEPARTMENT PLAN PACKAGE REVIEW FORM FOR APPLICATION NUMBER 92026457 ARTURO BARHERA &W JUANLTA 199 C;AOBA COURT 41320310360 i. OC OPL UM COCOPLUM SEC 2 PLAT F PB 133-30 LOT 36 BLK 24 LOT SIZE 1640:3 SQ F1. OEM 14638-1164 0790 1 ARVIDA/JMB PARTNERS ALBER S MANGOL E MORAll MANGOLl S1L:VNA OR 13802- i26 0888 1 SECTION PLAT F CONTRACTOR: LICENSE NO: A 'Type: GENERAL BUILDING -- 1 Exp Date ARCHITECT : ENGINEER STRUCTURE : RESIDENTIAL ACTIVITY : ERECT USE : NEW HES SO FEET BLDGS EST VALUE : C ONST 'TYPE ZONE CODE 0800 C'UBIC, YEE'T'. BEDROOM: HEIGHT UNITS : 1 BATHS : CONTROL* 91033605 91033505 APPLICATIONS REQUIRED: Please enter any additional required applications below. CODE 'TYPE UNKNOWN INSPECTION CODE NO97 UNKNOWN INSPECTION CODE N272 A310 lies. new -single family 2 tevel RECEIVED 19 FEB 1992 91033505 INSPECTION CATEGORY: STRUCTURAL PAGE: 1 fir********************** REQUIRED INSPECTIONS: Please enter any additional_ required inspections below. CODE TYPE ii2EL APPL N465 PILE LUGS N416 FOUNDATION N417 FOUNDATION - MISC. 1 N421 GRADE BEAM N40:3 CAPS - 01 FLOOR N446 SLAB - 01 FLOOR N445 SLAB - MISC. N407 COLUMNS - 01 FLOOR N462 COLUMNS - MISCELLANEOUS N430 POURED CELLS - 01 FLOUR N449 TIE BEAM - 01 FLOOR N400 BEAMS - 01 FLOOR N456 WINDOW ANCHORS - 01. FLOUR N457 WINDOW SILLS - 01 FLOOR N L[-ett N418 FRAMING - 01, FLOOR N4:38 SCREW FOR GAPS UM BOARD - 01 P JOOR N458 WORK COMPLETED - STRUCTURAL - 01 FLIOR N404 CAPS - 02 FLOOR N447 SLAB - 02 FLOCK N408 COLUMNS - 02 k'LUOR N453 TIE COLUMNS - 02 FLOOR N431 POURED CELLS - 02 FLOOR N467 SHOP DRAWINGS -- TRUSSES N450 TtE BEAM - 02 FLOOR N401 BEAMS - 02 FLOOR N474 PENETRATION - 02 FLOOR N419 FRAMING - 02 FLOOR N4:39 SCREW FOR GYPSUM BOARD - 02 ft JOUR N435 ROOF TRUSSES N436 ROOF SHEATHING N455 TIN CAP N470 WIHE LATH/SOFFIT/CEILINGS N463 DRIVEWAY - BASE N464 DRIVEWAY -- SUBGRADE N423 PAVEMENT CONTINUED UN Nh',?CT PAGE 92026457 92026457 92026457 92026457 92026457 92026457 92026457 92026457 92026457 92026457 92026457 92026457 92026457 92026457 92026457 92026457 9202645'7 92026457 9202645'7 92026457 92026457 9202645'7 9202645'7 9202645'7 92026457 92026457 9202645'7 92026457 92026457 92026457 9202645'r 9202645'7 92026457 92026457 9202645'7 92026457 91033505 INSPECTION CATEGORY: STRUCTURALTURAL PAGE 2 c******************************************** REQUIRED INSPECTIONS; Please enter any additional required -inspections below. CODE TYPE REL ANNL N459 WORK COMPLETED -- STRUCTURAL N471 SHOP DRAWINGS - GARAGE DOOR N472 SHOP DRAWINGS -- RAILING N411 FINAL - STRUCTURAL 02 FLOOR 92026457 92026457 92026457 92026457 The plans are approved as submrtied. Job pricing form attached. The plans cannot be approved because of the violations listed on the critique sheet(s). 91033505 INSPECTION CATEGORY: ELECTRICAL PAGE 1 Ic*********************************** REQUIRED INSPECTIONS: Please enter any additional required inspections below. LODE TYPE REL AMYL NO89 TEMPORARY POWER FOR CONSTRUCT ON NO86 SLAB - ELECTRICAL -- 01 FLOOR N042 ROUGH - ELECTRICAL - 01 FLOOR N045 ROUGH -- ELECTRICAL - AIR C;C)iVO1TIONING N059 ROUGH - ELECTRICAL - V 1 RE ALARM -- 01 FLOOR N091 WORK COMPLETED - ELECTRICAL •- 01. FLOOR NO87 SLAB -- ELECTRICAL -- 02 L'l..00R N043 ROUGH - ELECTRICAL -- 02 FLOOR N060 ROUGH - ELECTRICAL - FIRE ALARM 02 FLOOR N1153 ROUGH - ELECTRICAL -- CEILING - 02 FLOOR N081 ROUGH - ELECTRICAL -- WALLS µ02 FLOOR NO92 WORK COMPLETED - ELEC;TRICAL, - 02 FLOOR N002 FINAL, - ELECTRICAL 92026457 92026457 92026457 92026457 92026457 92026457 92026457 92026457 92026451 92026457 92026457 92026457 92026457 K*********fie***************************** The plans are approved as subm:ttt.ed. ,lab Pricing form attached. The plans cannot be approved because of the violations Listed on the critique sheets{. SignaturejDate 91033505 INSPECTION CATEGORY: PLUMBING PAGE 1 M**************************** REQUIRED INSPECTIONS: Please enter any additional required inspections below. CODE TYPE REL APPL N352 SLAB - PLUMBING 01 FLUOR N329 ROUGH PLUMBING - 01 FLOOR N342 WATER HEATER, -- DOMESTIC -- ELECTRIC N348 WORK COMPLETED - PLUMBIN(. - Cfl FLOOR N330 ROUGH PLUMBING - 02 FLOOR N356 PENETRATION - 02 FLOOR N349 WORK COMPLETED - PLUMBING- - 0'2 1 UUO N301 FINAL - PLUMBING 92026457 92026457 92026457 92026457 92026457 92026457 92026457 92026457 The plans are approved as submitted. Joky Pricing form attached. The plans cannot be approved because of the violations listed on the critique sheet(sl. Signature/Date 91033506 INSPECTION CATEGORY: MECHANICAL PAGE 1 44* ********:i ********************* REQUIRED INSPECTIONS: Please enter any additional required inspections below. CODE `1'YYK REL AMYL N476 INSULATION - 01 FLOOR N223 ROUGH - MECHANICAL - A.iR CON1s . DU€ T WORK - €1 1 P LOOK N249 WORK COMPLETED - MECHANICAL - €31 FLOOR N477 INSULATION - 02 FLOOR N 224 ROUGH - MECHANICAL - AIR C ON D . DUt,." 1` WORK 02 FLOOR N250 WORK COMPLETED - MECHANICAL - €,12 k'l.:oOR N200 FINAL -- MECHANICAL 92026457 92026467 92026457 92026457 92026467 92026457 92026467 The plans are approved ,KB subm;tted. Job Pricing form attached. The plans cannot, be approved because of the violations listed on the critique sheet(s!. Sl.gnature/D e 91033505 4:************************************* INSPECTION CATEGORY: ZONING PAGE 1 REQUIRED INSPECTIONS: Please enter any additional required inspections below. CODE TYPE HEL APPL N912 LETTER OF COMMENCEMENT -- POSTED N913 PORTABLE TOILET N909 SETBACK N904 EXTERIOR FENESTRATION — 01 FLOOR N905 EXTERIOR FENESTRATION — 02 b'!.iOOR N902 LANDSCAPING N901 FINAL — ZONING 92026457 92026457 92026457 92026457 9202645'7 92026457 92026457 The plans are approved as submitted. .lab Pricing form attached. The plans cannot be approved because of the violations listed an the critique sheet(s!. Signature/Date 91033506 INSPECTION CATEGORY: P. WORKS PAGE 1 w************m********************** REQUIRED INSPECTIONS: Please enter any additional requi_r'ed in.)ections below. CODE TYPE RE:L APPL N837 FINAL - PUBLIC: WORKS 92026457 K**K K**************************************** The plans are approved as submxttcad. Job Pricing form attached. The plans cannot be approved because of the violations listed on the critique sheets). J SIgnature/hate 91033505 INSPECTION CATEGORY: PUBLIC SERV.LCK PAGE 1 REQUIRED INSPECTIONS: Please enter any addition» i required. 3 nspbet i.uns below. CODE TYPE REL APPL N999 EINAL-PUBLIC: SERV--ft1CsHT ue WAS' 92026457 The plans are approved as subm tted. Job Pricing form attached. The plans cannot be approved because of the violations listed on the critique sheet.(s). BLD-U53 C=TY CIF' CC3RAL 4:3A13LlE:S BUILDING AND ZONING DEPARTMENT P.O. BOX 141549 CORAL GABLES, FL. 33134 460-5235 HOLD WRMLESS LETTER Re: Property located at (address and legal description): T Ci.„(e_AA e r Gentlemen: As legal owner of subject property, I request the cancellation of Permit number 34799 B issued to: 7je ' 77r c Ca .rrr-ree F/G 74G dV / l"C on ( date) mil • 7r G. for the following reasons: I hereby apply as owner -builder or authorize: Melvin S. Rosenberg to apply for such permits as are necessary to construct or complete the construction on subject property. I agree to hold the City of Coral Gables harmless and relieve it from any responsibility or liability for any legal action or damage resulting from the cancellation of the existing permit or the issuance of a new permit. I furthermore assume responsibility for the correction, if required, of warm perform under the permit for which I am requesting cancellation. OWNER SIGNATURE PRINT OR TYPE NAME AND TITLE A,74,Pt) x /"+ SWORN TO AND SUBSCRIBED BEFORE ME AT ((le THE DAY OF _ 04V4a604, , 19 V MY COMMISSION EXPIRES: Notary ui B; State of Florida Nri Commission Expires Nov. 17, 1945 ended Yhra Tilly Fain • insurance inc. FLORIDA ON THIS JOB ADDRESS / 97 APPLICANT PHONE # CONTROL # d9Z6 t v r SHEET OF MISCELLANEOUS CRITIQUE I DATE COMMENTS 21112 INITIAL DATE HISTORICAL BOARD OF ARCH. BOARD OF ARCH.--- 3/ r ZONING ELECTRICAL PLUMBING MECHANICAL STRUCTURAL 02-7-7 1/4.31027 FIRE FEMA PUBLIC WORKS7 if i BLDG. OFFICIAL 6, •% e W i .J 94F4{ c /11 ; Ae.P iE5 Pr? 11 "23' 5 INITIALS 2/2 y/f. lVaT / 5,44 7 ` 5 .-- ,Atz 72.-. ("15. 4•15"5 ai r=5J !0 RECEIPT# 072172 93020911 CONTROL PAYEE PE -INSPECTION OF CORAL GABLES PAGE 1 71033505 ROSENBERG M,ELz7IN TIME: 14;15 n 3 THE FOLLOWING CHARGES ARE BEING ASSESSED AGAINST PERMIT #92050433 APPLICATION: 92026457 PROPERTY: 41320310360 r ,i.rT 13UY 2ECTION 2 PLAT F LEGAL DESCR : COCOPLUM SEC 2 :P";VT F PE 13 '-- - 36 r SITE ADDRESS] 199 CAOBA COURT CODE DESCRIPTION CHARGE* AaQTY* *AMOUNT* GLM.ACCT 1905 Re -inspection, fee work r t y .0030,00 OD1322_`.5a. ready for inspection INSPECTION # 930204E N446 SLAB - 01 FLOOR TOTAL: PLEAS` "AY _ ,?3; p,MO"' RECEIVED BY: DATE: CUSTOMER 30.00 ********* CASH t' C"HECK :' 1 c k 1111111111111110111111111111111140792 Box No. 98 ,ITY OF CORAL GABLES 92050433 199 CAOBA CT. PERMIT APPLICATION DATE: WO% PERMIT # q2 V Wisi 33 ALL. OF THE FOLLOWING MUST BE FILLED IN BY APPLICANT ACCORDING TO FS 713.135 Application # CiS10(0424 I Control # al V.5%05 Estimated Cost $ Square Footage: Type of Permit: Building Mechanical Plumbing Roofing Electrical Zoning Sign Misc. Check one of the following: [ 1 Contractor: MCOL # CONTRACTOR'S NAME: OC Pliek Address City State Zip Code Owner/Builder Phone Number: ARCHITECT/ENGINEER NAME: Address City State Zip Code SITE ADDRESS C 00ki& LEGAL DESCRIPTION: Lots Block Phone Number: Folio # tin 3 103 -'0 20 Section OWNER'S NAME: 54phars Groacmove,K, Address City Phone. Number: State Zip Code MISCELLANEOUS WORK DESCRIPTION: ins davit. s /o/isMT e11A1166 OF Con-Froch2 — Ocitnsion Sew Rase.. r 414060264 Application is hereby made to obtain a permit to do work and installations as indicated. 1 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 BIN GNS, in the City of Coral Gables. I understand that a separate permit must be secured for ELECTRICAL, P WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING, AWNINGS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will all applicable laws regulating construction and zoning. Print Name: OWNER Signature: OWNER F.& G4Z5-521 6z — SS© DATE: My Commission Expires: itsf48 V cal 6nce with doneinmPrins Name: CONTRACTOR (OWNER/BUILDER) Signature: CONTRACTOR (OWNER/BUILDER) DATE: NOTARY AS TO CONTRACTOR My Commission Expires: WARNING TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVE- MENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OFFICE USE ONLY: APPL. FEE $ 1 PERMie 6-Q r Bol COD COMPL LIEN FEE RADON GAS CO/ CC FEE /00 .mm CNTRCTR FUND estin Car &Warp TOTAL FEE 511 WRENS SeeP F:LEC"tFOCAL E No TYPE QTY E No TYPE QTY E027 NC CNTRL I.1 TON E037 FIXTURE -LIGHT E047 A/C CNTRL 4-7 TON E040 FLOOD LIGHTS E048 A/C CNTRL. 8-IS TON E•0.11 GENERATORS, ETC E049 NC C741111. 16-2o E056 GENERATORS, ETC, E050 NC CNTRL. 20. TON E009 LOW VOLT -BURGLAR E071 CHILLER E046 LOW VOLT -FIRE EOM CLEAR VIOLATIONS 1E060 LOW VOLT -TV, E041 DEMOLITIONS E051 LOW VOLT -INTERCOM E001 MINIMUM FEE E029 MOTOR -EQUIP OUTLT E006 SERVICE/FEEDER E030 MOTOR -EQUIP OUTLT L' 052. SERVICUFFEDF.R E035 OUTLET -COMMERCIAL K012 COMPACTOR E041 PKNG LOT LIGIITS E013 DEEP FREEZER E042 PLUGMOLD/STRIP 1: 014 DISHWASHER E061 POSTS E015 DRYER P.003 RENEW -TEMP SERV E016 FAN E061 REPAIR CIRCUITS L017 GARBAGE DISPOSAL EON ROUGH WIRE -OUTLET E018 HEAT RECOVERY E003 SERVICE REPAIR En19 OVEN Eel(' SIGNS Eu20 RANGE/RANGE TOP E055 SPAS/110T TUBS F. 011 AIR CONDITIONER5 E065 SUBFF.E•DS FO? 2 REFRIG-CONIAI {POW) E066 SUBFEEDS E021 RF.FRIG-DOMESTIC E067 SU/IEEE/3S 1: 021 SPACE 11E.4TER E043 SWIA1 POOL-COMM 1024 TIME CLOCK E.044 SWIM POOL•RESID L' 025 WASHING A1ACHINE E007 SWITCHBOARDS E026 WATER HEATER E002 TEMP SERV {TEST) E062 FPL - LOAD CONTROL E004 TEMP FOR TEST•30 E010 FIRE ALARMIPUMP E032 TRANS FOR XRAY Nos FEXTURE-FLOURESCNT E034 WELD MACH 011TI.E1S E019 FIXTURE HEADS MECIIANICAL r NI Na TYPE QTY AI No TYPE QTY M023 NIINIMUM FEE M49) REFRIGERATION -BTU M070 NC CENTRAL - TON M520 SMOKE DUCT N1094 NC WAI.UWNOW-137V N15213 SMOKE RNIVI, -4 IIR N1117 AIR HANDLER • TON K1540 STEAM ACIVAT MACH 15114! RATH FAN VENTED, II N1563 STEAM BOILERMAY N1164 BUTLER A15R7 STEAM BOILER -MINI MISS CONDENSATE DRAIN M610 STEAM ORWE MOVER N1211 COOLING TOWER M634 STORE TANK -ABOVE 151223 DRYER VENT, N OF N1657 STORE TANK -BELOW M215 DUCTWORK, COST OF M6S1 VENT ILOOD-RESIDNT N1256 FIREPLACES, 9 OF M704 VENTILATION. COST N1212 HEATING STRIPS. EA COMM KITCHEN, COST N1329 INTER COMBUST ENG N1152 PAINT BOOTH, AUTO M376 PAINT BOOTH. OTHER M199 PIPE/FLAMMABLE LIQ M422 PROCESSIPR£SS PIPE M466 PRESSURE VESSEL ZONING Z No TYPE QTY Z Na TYPE QTY ZOO M1N1MI1NI FEE 7.011 MISCELLANEOUS WORK 7002 DRIVEWAY SEAL-COMM 7.012 BASKETBALL POI.E Z003 DRIVEWAY SFAL-RES 7,031 DRIVE-RESRFCE EXISTING Z004 FLOOR RESURFACE-COMM Z017 KIT CARNETS-NEW/RESURF Z005 FLOOR RESURFACE-RES 7.038 KIT COUNTER-NEW/RESURF Z006 FLOOR SCRAPING-COMM Z039 MISCELLANEOUS Z007 FLOOR SCRAPING-RES Z040 SATELLITE DISH ANTENNA Z008 PAINT/PRESSURE CLN-COMM Z04L SCREEN REPAIRS Z009 PAINT/PRESSURE CLN-RES 2042 SPA/HOT TUB-ABOVE-COMM Z010 PAINT ONLY-APTlCONIM/ETC Z043 SPNIIOT TUB-ABOVE-RES ZOI I PAINT ONLY-SF/DUPLEX/ETC Z044 BATE CLASS 03 - MININIUM 2012 POOUSPA-SAND & MRBL-COMM 2046 Ot01 - 1000 SQ FT r Z017 POOUSPA-SAND & MRBL-RES Z047 1001 & OVER SQ FT Z014 POOUSPA-SAND & PAINT-COMM Z050 LANDSCAPING - COAIM 7015 . POOUSPA-SAND & PAINT-RES Z051 LANDSCAPING - RES 7016 PRESSURE CLEAN ONLY-COMM 7.052 PODUNPA - TILING Z017 PRESSURE CLEAN ONLY-RES Z053 TILING - EXTERIOR Z018 ROOF•SAND & PAINT-COMM Z054 TILING - INTERIOR 7019 ROOF -SAND & PAL4T-RES Z300 RATE CLASS 06 - MINIMUM Z020 SANDBLAST ONLY-COMM Z302 0101 - 300 L FT , Z021 SANDBLAST ONLY-RES r Z303 300 & OVER I. FT Z022 AWNING-COVER/REPAIR Z325 FENCE - ALUMINUM Z023 CANOPY-COVER/REPAIR Z334 FENCE - CHAIN LINK Z031 MISCELLANEOUS WORK Z342 FENCE - WROUGHT IRON PLUMBING R S PNo TYPE ` To P203 BATH TUB P520 BIDET P637 CLOTIIES WASHER P982 DENTAL CHAIR P533 DISHWASHER P546 DISPOSAL P559 DRINKING FOUNTAIN P572 FLOOR DRAIN P728 ICE NIAKER P71 5 INDIRECT WASTES P624 LAUNDRY 'TRAY P611 LAVATORY P650 SHOWER P663 SINK P689 URINAL P702 WATER CLOSET P992 WATER HEATER P74 1 SUPPLY NC WELL P99S AfC CONDENSATE P986 DISCHARGE WELL, P980 AREA DRAINS P962 ROOF DRAINS P912 CATOI BASIN P019 FRENCII DRAIN P914 SOAKAGE PIT P585 GREASE TRAP P5911 INTERCEPTOR P975 CAP FIXTURE P976 CAP • WATER P976 CAP SEWER P9. 10 POOL PIPING P931 SPA PIPING 027 FOUNTAIN P FILTER REPLACE P793 SUPPLY WELL POTS SPRINKLER SYSTENI P965 SPRINKLER REPAIR P 619 WATER SERVICE P963 SEWER CONNECTION P WATER REPIPE P SEPTIC SYSTEM P960 SEPTIC TANK P940 RELAY REPAIR P920 SEPTIC CONNECTION P965 M1SC EQUIPMENT P961 PUMP & ABANDON P DOMESTIC PUMP P RECIRCULATE PUMP P SPRINKLER PUMP POOL PUMP REPLACE P023 SUMP PUMP P VACUUM PUMP P903 GAS - NATURAL. P900 GAS PROPANE P902 GAS - APPI-IANCE P966 MISC REPAIRS P013 MINIMUM FEE P TEMPORARY TOILET ROOFING SQUARE FEET 5557 RE -ROOF S559 ROOF. NEW S562 ROOF, REPAIR 5566 ROOF SANDBLAST & PAINT S522 GAITERS & DOWNSPOUTS TILE TYPE TILE COLOR ADDITIONAL INFORMATION: TRADE OFFICIAL'S SICINAIURE REC E I PT# 596166 THEE': CITY OF CORAL GABLES PAGE 1 HUILDING PERMIT INVOIC.N. INVOICE 95060254 CONTROL . 91033505 CONTRACTOR: RAC:'I OR: STEE PHE N M C RUSSMARK 19137 FISHER ISLAND DR FISHER ISLAND FL 331 091 11 5 DATE: 06 !fie:/96 TIME: 11:03 PAYEE Owner 199 C'AC)HA CT CORAL GAHLES FL 33143 THE FOLLOWING CHARGES ARE. BEING ASSESSED FOR PERMIT ISSUANCEE OF APPLICATION #951 06691 PERMIT #92050133 PROPERTY: 11320310520 LEGAL DEE:SC H: C OC'C?I-LUM SEC 2 PLAT F PH 1 33-30 LOT n HI: SITE•'. ADDRESS: 199 C'.AOHA CT r;riDE DESCRIPTION *CHARGE* *QTY* *AMOUNT* GhM.AC:C T Al 75 EE:xtennion of expired permi to A110 Certificate of nr.^upanc:J - C ommQr^ i ai Amount Due Amount Paid Balance Due 15r .00 150.00 0.00 ESP^7 YP.'i HST 7055 ;00031 1 \59 50.00 1 100.00 1 C a h Tendered Check Amount Check Number 150.00 5509 50.00 001322110 100.00 001322110 CITY 7X'e.f. . 7 . 4'1;1 , s. 4 4,4 ; 4. .1.,.. i• ri. tlir, LC 5.. „,,, „r4 , 0 . , ' W t P7'1' 1001I, 1''',4 ' . .,,c 4 0 -'''' '.`-1-.'F'IL fi.• -1 i. 1 ---- ,, ' lb f.23. Pr 4,A.r4.,i12.:: :I...;:::. '"-.,4 ....i.L7T, ,1,.....11,t, 7imi ,:grd....3! flag.. 'Lig .g)..f?PiA11.0_7 ':'0.4Ei.;.":"..f,;La.t.','...:',,..!;8.-.., . i.O., '.4..k'.40'...v. 7g''.' ff .;,-.4.: ; ."Lof..-A,...,....,-;,; ..!,!, 1...).. . ,. . . e t'A AWN ci-iEckr) DATE SCALE /4,, 14CW' JOB NO 10 p l 1142 ti r A BARRERA RESIDENCE iiitTe!mointe 1110 LE; -..64H- 411P a ;t L. ; • ...ave..- r "e die% g• tr....rrtisirg. 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