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HomeMy Public PortalAboutHISTORICAL SIGNIFICANCE DETERMINATION LETTERS - 801 ALMERIA AVE -Historical Resources and Cultural Arts 2327 Salzedo Street Coral Gables, FL 33134 Phone: 305-460-5093 Email: Hist@coralgables.com Historic Significance Determination Letter for 801 Almeria Avenue February 1, 2024 Fernando & Denise Font 801 Almeria Avenue Coral Gables, FL 33134 Re: 801 Almeria Avenue, legally described as Lots 11 and 12, Block 4, Coral Gables Section A, according to the Plat thereof, as recorded in Plat Book 5, at Page 102, of the Public Records of Miami-Dade County, Florida. Dear Mr. & Mrs. Font, Section 8-107(G) of the Coral Gables Zoning Code states that “All demolition permits for non- designated buildings and/or structures must be approved by the Historic Preservation Officer or designee. The approval is valid for eighteen (18) months from issuance and shall thereafter expire and the approval is deemed void unless the demolition permit has been issued by the Development Services Department. The Historic Preservation Officer may require review by the Historic Preservation Board if the building and/or structure to be demolished is eligible for designation as a local historic landmark or as a contributing building, structure, or property within an existing local historic landmark district. This determination of eligibility is preliminary in nature and the final public hearing before the Historic Preservation Board on Local Historic Designation shall be within ninety (90) days from the Historic Preservation Officer determination of “eligibility.” Consideration by the Board may be deferred by mutual agreement by the property owner and the Historic Preservation Officer. The Historic Preservation Officer may require the filing of a written application on the forms prepared by the Department and may request additional background information to assist the Board in its consideration of eligibility. Independent analysis by a consultant selected by the City may be required to assist in the review of the application. All fees associated with the analysis shall be the responsibility of the applicant. The types of reviews that could be conducted may include but are not limited to the following: property appraisals; archeological assessments; and historic assessments.” Therefore, please be advised that after careful research and study of our records and the information you presented the following information has been determined: 801 Almeria Avenue, legally described as Lot 11 and 12, Block 4, Coral Gables Section A, according to the Plat thereof, as recorded in Plat Book 5, at Page 102 of the Public Records of Miami-Dade County, Florida, does not meet the minimum eligibility criteria for designation as a local historic landmark. Therefore, the Historical Resources staff will not require review by the Historic Preservation Board if an application is made for a demolition permit. Please note that, pursuant to Section 14-107.5(b)(15) of the Coral Gables Zoning Code, this determination does not constitute a development order and is valid for a period of eighteen (18) months. In the case where the Historic Preservation Officer or designee determines that the property does not meet the minimum eligibility criteria for designation, a permit for the demolition of the property must be issued within the eighteen-month period. Upon expiration of the eighteen-month period, you will be required to file a new application. Any change from the foregoing may be made upon a demonstration of a change in the material facts upon which this determination was made. If you have any further questions concerning this matter, please do not hesitate to contact this office. Sincerely, Anna C. Pernas, Historic Preservation Officer Copied • Cesar Garcia-Pons, Chair, Historic Preservation Board • Cristina M. Suárez, City Attorney • Stephanie Throckmorton, Deputy City Attorney • Gustavo Ceballos, Assistant City Attorney • Douglas Ramirez, Development Services Assistant Director • Jennifer Garcia, City Planner • Analyn Hernandez, P/T, Plans Coordinator Assistant • Historical Significance Request Property File Applicant Name: Mailing Address: r(Please be sure to include City and Zip Code) Phone number(s): 305 / ((11.31,11,f1 -K58-3- CITY OF CORAL GABLES HISTORIC SIGNIFICANCE. REQUEST OF ANY STRUCTURE PROPERTY INFORMATION: ❑ Re -Issue Folio Number: V - Li l I -OD( -02q-0 Property Address: + li i A(/ 1111_13112.1( ( Legal Description: COvi i ( L' I CS & _ A P6 S 101 L./11,c, /1/ 12 <15 -1 -?-t 100 k 12.O Off. It 5P• 3- l n n1 O5 / Original Date of Construction: I99-9 1113 Original Architect(s): �.(h k, nQ WI\ OWNER INFORMATION: Owner: Mailing Address: VI O l e n (k. rC V e n (A,(/ Coll 1 6 -kb e (Please be se too include City and Zip Code) Phone number(s): 0 0 5) ' 1 Pj - 6/V- ur(1) i_____• W 3 S _ E-mail: A l 1 Sc, 2 ;61' ► I p(yvt i (rA O lr 315- 0 DA A/1 6Dtv \ CONTACT INFORMATION: �vf and;) a.fl ( 1 «hn(i A ven- CDViut C5u 4cs 33/3L./ E-mail: (AthtV-f- rQv\t ( ©hgcui t. (� MI �j` mt 315-P g fr L��' 1. n, -/ -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 Historical Resources staffmi11 require review by the Historic Preservation Board iFthe building to be demolished is considered eligible for local designation. Any change from the foregoing may only be made upon a demonstration of a change in the material facts upon which this determination was made. Please be advised that this determination does not constitute a development order. * PL.EA.SP, NO T& Section 3-1107(g) of the Coral Gables Zoning Code states that "All demolition permits for non -designated buildings and/or structures must be approved by the Historic Preservation Officer or designee. The approval is valid for eighteen (18) months from issuance and shall thereafter expire and the approval is deemed void unless the demolition permit has been issued by the Development Services Department. The Historic Preservation Officer may require review by the Historic Preservation Board if the building and/or structure to be demolished is eligible for designation as a local historic landmark or as a contributing building, structure or property within an existing local historic landmark district. This determination of eligibility is preliminary in nature and the final public hearing before the Historic Preservation Board on Local Historic Designation shall be within sixty (60) days from the Historic Preservation Officer determination of "eligibility." Consideration by the Board may be deferred by mutual agreement by the property owner and the Historic Preservation Officer. The Historic Preservation Officer may require the filing of a written application on the forms prepared by the Department and may request additional background information to assist the Board in its consideration of eligibility. Independent analysis by a consultant selected by the City may be required to assist in the review of the application. All fees associated with the analysis shall be the responsibility of the applicant The types of reviews that could be conducted may include but are not limited to the f ollowing. property appraisals; archeological assessments; and historic assessments." HISTORICAL RESOURCES & CULTURAL ARTS DEPARTMENT —HISTORIC PRESERVATION DIVISION -2327 SALZEDO STREET, CORAL GABLES, FLORIDA 33134 X:\Fottns\Ifsst-Sig-Req\ Est-Sig-App.doe Page 2 of 2 Rnise t 8/17/17 FONT RESIDENCE EXISTING PHOTOS 801 ALMERIA AVE. CORAL GABLES, FL 33134 11 -t�x r ra'�7 ---3,----t al_ 'r7-__�`- _ -7 - ' _'__ a� '"-cam r _ GRAPHIC SCALE 20' 0 10' 20' 40' 80' F:\DRAWING\801 ALMERIA AVENUE CORAL GABLES RP23-1047.dwg 8/15/2023 ( IN FEET ) 1 inch = 20 ft. FIP. 1/2" No I.D. 0.2' 0.3' LOT -13 0 BLOCK -4 0 5.2' 8913'5" HP. 1/2" No I.D. OH 90'48'26" LEGEND LOT -10 BLOCK -4 120.84' 42.0' L TILE) — 23.1' 1 —STORY RES# 801 F.F.E=12.60' STEPS :RICK -PAVERS — DRIVEWAY ALMERIA 4,AVENUE OH — Overhead Wire Line Wood Fence Chain Link Fence Iron Fence Monument Line Centerline Property Line A = Arc BKG = Bearing CH = Chord A = Delta L = Length R = Radius T = Tangent 0 = Diameter ±17.5' ASPHALT PAVEMENT 60' TOTAL RIGHT—OF—WAY +� = basting Elevations Ill%ill = Catch Basin = Water Meter = Electric Box �S = Sanitary Manhole = Sprinkler Pump ` = Wood Pole = Conc. Pole • = Light Pole yp = Fire Hydrant • = Water Valve = Inlet 0 = Cable Tv Box EM = Electric Meter Box • = Traffic Signal Box • = Gas Valve pQ = Monitoring Valve • = Manhole 1110111 0 NC = Air Conditioner Conc. = Concrete C.B.S. = Concrete Block & Stucco (D) = Deed D.E. = Drainage Easement D.M.E. = Drainage Maintenance Easement F.D.H. = Found Drill Hole F.F.E. = Finish Moor Elevation F.I.P. = Found Iron Pipe/Pin F.I.R. = Found Iron Kebar F.N. = Found Nail F.NSD = Found Nail d Disc F.P.L. = Florida Power Light H = Hieght L.M.E. = Lake Maintenance Easement (M) = Measured (P) = Platted P.O.B. = Point of Beginning P.O.C. = Point of Commencement (K) = Record Res. = Resdence SIP/R = Set Iron Pm/Kebar 5 = Spread U.E. = Utility Easement 8910'2" FIP. 1/2" No I.D. Valenc'a Ave lac Louise Curry Pare 9 9 Piscina ietian Pool +ran ,a:erfa lk 9 8 - valenela Awe JOB SITE Almeria Ave Almeria Ave Sevilla Ave Sevu la Ave VICINITY MAP NOT TO SCALE POTION SECTION 18 -54S -41E PROPERTY ADDRESS: 801 ALMERIA AVENUE CORAL GABLES, FL 33 1 34 Folio# 03-4 1 18-00 I -0270 et) 8 as 0. a m 0 0. v alencl a Ave Almeria Ave SI 9 Massage prole: LEGAL DESCRIPTION Lots 1 1 and 12, in Block 4, of "CORAL GABLES SECTION -A", according to the Mat thereof, as recorded in Plat Book 5, Page 102, of the Public Records of Miami -Dade County, Florida. SURVEYOR'S NOTES: The Legal Description was provided by the Client from most recent County Records available. 2- This is not a Certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 3- There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. 4- No attempt was made by this firm to locate underground utilities, foundations and/or footings of buildings, walls or fences, except as shown hereon, if any. 5- Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. 0- Contact the appropriate authority prior to any design work on the herein - described parcel for Building and Zoning information. 7- The surveyor does not determine fence and/or wall ownership. 8- Accuracy: The Horizontal positional accuracy of well-defined improvement on this survey is +/-0.2'. The Vertical accuracy of elevations of well-defined improvement on this survey is +/-0.I' 9- All measurements shown hereon are made in accordance with the United States Standard Feet. 1 0- Type of survey SKETCH OF SURVEY. 1 I - North arrow direction is based on an assumed meridian as shown on the aforementioned Plat. 12- Elevations shown hereon are relative to National Geodetic Vertical Datum (1 929 Mean Sea Level) 1 3- Benchmark Used: Miami -Dade County Benchmark #345. Elevation = + 13.86'. 14- Flood Zone Data: Community/ Panel # 1 20039/0457/L Dated: 9/11/09 Flood Zone: "X" Base Flood Elevation = N/A. 15- This SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party: - FERNANDO FONT $ DENISE FONT SURVEYOR'S CERTIFICATE: I HEREBY CERTIFY: That this Survey meets the intent of the required Standards of Practice as set forth by the Florida Board of Professional Surveyors and Mappers in Chapter 5J- 1 7.05 I , Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. Printed copies are Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper, Digital Copies are Not valid without an electronic authorized signature of a Florida Licensed Surveyor and Mapper, Additions or deletions to this survey by other than the signing party are prohibited without written consent of the signing party. For the Firm Royal Point Land Surveyors, Inc. LB# 7282 ❑ JACOB GOMIS, PROFESSIONAL SURVEYOR AND MAPPER LS# 623 I STATE OF FLORIDA ❑ PABLO J. ALFONSO, PROFESSIONAL SURVEYOR AND MAPPER LS# 5880 STATE OF FLORIDA This Document is not full and complete without all Sheets, Contalning a total of (1 ) Sheets DESCRIPTION w 0 d RECORD OF REVISIONS m DESCRIPTION 0 0 z RECORD OF REVISIONS 0 rc N co N ti J J O CO U Cr) 0 LU J +' r n- O W c LL • 0 W • Q Z g Q � J N co U) 1— W W 12 co L() z L() ti co FAX.305-827-9669 TYPE OF SURVEY: PREPARED FOR: FERNANDO FONT & DENISE FONT DRAWN: MEB. CHECKED: P.J.A. SCALE: AS NOTED FIELD DATE: 08/09/2023 JOB No.: RP23-1047 SHEET: 1 OF 1 SHEET 1 NA VP. •r7 lea:. xC 7.-SCVF.R 4;. !OCYi1v r?rhYi, r 0-r Fli `: - • Fu .L, . P00L .. 1 CSC. ENC: ELEV: _I SEAWALL �. • •CORAL..GABLES`SECTIdN A' • CATS• 11 & 12 BLK 4 DIMENSIONS OF SITE STORIES OWNEFk ARCHITECT Zd CONTRACTO CITY OF CORAL GABLES - - BUILDING DIVISION 0.TE1- l9- .8s NO. FRONTAGE DEPTH STREET SET BACKS (IN FEET) FLOOR AREA BLOCK LOT //- 102 TYPE OF CONSTRUCTION ZONING SQUAB FO t TAGS NIMUM EQUIRED k No. B BOND No. 02(044:24 BOND OUT YARD FINANCE la PAID_-_�� -� EXCEPTION RES. No. SUB-CONT. FORM IN___ . APP HELD INSPECTIONS 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. 1$t ROOFING TIE BEAM, 2nd__. FRAMING AIR COND____ _. SIDEWALK FINAL _ MISC REFUND PLUMBING ELECTRICAL SEWER LAT,_ .__ SLAB SEPTIC ROUGH GROUND FINAL ROUGH FINAL. TIN CAP ROOFING TILE ROOF _-- -. TILE LAY DATE TYPE INITIAL REMARKS Y•wa— ' ? ".M' K"nlp4unn.u.:+.„µ•C+.R• • ..q,. _,411.,4,'4.:• 1. 1 s_+%.:nv,a.f.iiw k:•a n,.w........w.... , w»t` :g-si;r w.ei a- tv t'A; - au 1 4 a r • wig I fl" I I r 1 a// try 1, L •. ! .i1Ki i1M V LJ I+.If.F.t'\'W..• r i 1 , Q IX a Q totax1014001 ww+G. 5 L./.16 CI ANDERSON ROAD SITE SCALE: 4-4 i mi. t 5 I- Lori eov NEW ADDITI r-4' 1 1 pwVGK PLAN I" = 20" LOTS it a 12 BLOCK 4 CORAL GABLES SECTION A WN1T!~ SHINGLE,. 'r16-e. ON 194 r+I.LT Nor MoPPBD cr N 3v Ir FELT 5 / 61' 1.4I .+.101'6,N/6v GI.-I9"S ON pomp, 1-.1 P. T!e-166154 Ili $ It& NURIgic_Ar•16. STFLAP a E.Ae-14 TRUSS GALV. Ft. ASI-iii4G I WO. FIASGIA_, FINIS H GpRADi 4'Y F1Tc N ExrtoP$Eav /3 is Gur i7FF Ex154'TRuS5 2 1I o.G. * Fpie5ciA. F{-.1-145t W . ExT' S1 vE c9F r• t. gl1 A ! ell coNc • r. 6E,iM C " vvn W / r ArruRf 0 51-64C.Ga vt SI_ A4 TYPICAL SECTION — TERRACE SCAL E. 3/4"= 1'-0" 4 J 4 E X I STING r$ A for' d 1 H 0 U S- E 1. IpwW it CELL. r ter• LGII cs ca T' F T1G. 1+ s f 2- 5 eoNr s ow I..IIa.L 41- oil 1- 116H i" a99 1;yL 4 i 2. vA/r NEW WALL. rtz, "palsy Ni. kr Tar E.X 1ST. r EtAiil FLOOR PLAN SCA L E: ElOWEST FINISHED FLOOR ELEVATION Naelvilinq batsmen' Proposal DISTRICTS_ G. F. H. THER 1i 7i r ' a •:, R3 4 iXs'l 4':3 AA. 1 / 4" = E - 0" 4* I ^ t11 4. 44441. 1. etwikegag I. s. 4 64 6 6.L. aia-1 Ire` r FILL. Z.I. E.CTtaleo.".. NOMg4,w' N1-4.r Minot ISGT, aidl Iv pg. xIST 5 04Reo a -I mq; A.k.a. wove" SHALL. c sot- y 141n4 1...4:t". suave.. Ca0:0 43 114 E PTIIScr GONG GI.* Ael DRIVEWAY 1 _ otl r' r 0 it RESIDENCE P t 6 6 6 1 1 6 1 4 6 4 6 1 w k i a r A r u 4 1 i t i i 1 i L L 4 L 4 i t L i t 1 r G A L V 4 t 2 4 t i r l i v e A N D E R S O N R O A D S I T E S C A L E r o p i l y e i A l A y P L A N I 2 0 L O T S 1 1 1 2 B L O C K 4 C O R A L G A B L E S S E C T I O N A k i w i T e 0 1 4 9 0 F t i x H o m a p e e t o o N 3 4 2I t F E L T 1 4 5 1 1 r L y w A P P R i o E r p p o m p 1 4 1 7 T1 e 1 5 6 6 4 I t 1 5 T R A P e E A c 1 1 r r t u r v e x 1 4 2 F A S C I A F I N I S 1 4 W A D S y t r b I E 4 2 i t c u r 4 2 F F s y i s r r pais s e 2 1 1 t v c F 5 7 4 5 C i A F L 1 1 5 1 4 E x T r s t c p p 4 6 1 t e l l a o w c 1 2 E A l v t 4 A 9 4 1 4 6 C e c 0 r I G R E r E i i i i 4 a l m w or 0 4 T C s K T L I R E e r S r L A C C 4 2 1 k v i 1 A l m s L A T Y P I C A L S E C T I O N T E R R A C E S C A L E 3 4 I I O n t MI T L o t s P a r r a 1 4 e 4 4 r 4 0 1 4 4 1 4 E x l e a T i N a i 1 t 4 0 P I L C O 11 4 4 3 wNrrE Sr4ING.LE TILE G + of r. Bem-i GE' EAST ELEVATION (existing) SOUTH ELEVATION E XdsT. JALP SIe W uNtagowd, To BE REM ousp. NE hl GoC.ON1J L,. SIMGC E NuN[b Tv rdoira•.§. WEST ELEVATION (existing) 4'w" ry ry RESIDENCE d a z Q cr c kn c‘, RQi r . J n deirr's k AvevAiY..f@wMh.d44.0. a a. E J Plumb p ng of any 7.7!, _ pe i rfcat etc.) rmittP kvith0 uta1ofthen,re; t r:. I ti RUr'\t' L3EFO l ii CJi)E Lo VET . i. 1_ GABLES ;5 he i`tre e• this structuro2htill act bo oltered in onyrtipt,c' wr,oul r ,pr oporeval of the ii;'ARD OP SUPERVISING trim; iete ;151 nt nIl Conlmctors who work on theioLnrur'1.ee.sn.s:;t:oIre City 411eLchConiroctornmusthuvo ar•arrsc!.::Jc..c.:1.ri..;4.:s:ir .:'r't41,.C(CLES.FJ O CERTIFICATE i r' it : PE ., N7 . ... i; , .CLIVANCY will be Lolt T• i't:r 17is'.5:itq. r ! ; nd; r;.Ior,d,and agree to i' !- i rr' +ti D r . (,';: r w TuI.) t r; REVIEW iT n,, Ir.% a...r; i 1 f . =„1. 1 AUDRE. SUR_ O NG OFFiCIAI. r 1'L, c Ali; Vl.ORNS U,u r a= Ti TLC" ) CaV. o - f S C a 11111111111131111111111111111111111111 327036 Box No. 396 2614ANDE^sa' RD. 1CATION f0i BUILDING PERMIT CITY OF CORAL GABLES, FLORIDA r1Q Application is hereby made for the approval of the detailed statement of the plans and specifications herewith sub- mitted for the building or other structure herein described. This application is made in compliance and conformity withtheBuildingordinanceoftheCityofCoralGables, Florida. All provisions of the Laws of the State of Florida, all ordi- nances of the City of Coral Gables, and all rules and regulations of the Building Department of the City of Coral Cables shall be complied with, whether herein specified or not, and that all insurance required by Law and Local regulation shall be carried and kept in force for the entire period that the work under this permit is underway and until its satisfactory completion as determined by issuance of a final completion certification by the City. owNER-.-16-P t v S. C /21 t r Ig % ADDRESS a6 q /9Afpale50t1/43 d . Lot(s) Block Section Number of Stories / Actual } Number of Units ! Required Type of Roof Detached Buildings Use of Structure 1 J . Land Coverage % Is building within easement area? Actual cu. ft. per front foot Is water available for this building? [ Commercial Buildings) FEES Size of Lot Building $ At' - Q D Setback F T. Estimated Cost ier,e) B.—-- Architect Bond No. Architect SQUARE FOOTAGE TOTAL 2io-ao MISELLANEOUS PERMITS: QRth e:yr-e-r vit ! re550ve— CtGori/`43' EXT. 8t5/4,Fs S oprzo-gierlf) /3/ic. . Name and Address of Contractor ` I hereby submit, in duplicate, all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to + s i •ne f V3.1(5' STATE OF FLORIDA SS COUNTY OF DADE Signed) by State of Florida File No. Before me, the undersigned authority, this day personally appeared ( print) to me well known, who being by me first duly sworn, did depose and say as follows: 1. That he is making application for a construction permit for the construction, or repair, of a building in The City of Coral Gables on the following described premises: Lot(a) Block Seetian _ Street. 2. That in connection with the work to be done under such permit no general contractor has been employed or retained, and no person, firm or corporation, acting as a contractor, is receiving any compensation whatever In connec- tion with the work to be done under said permit, except: To he furnished at or before completion of job. (It is understood and agreed that NO CERTIFICATE of occupancy will be issued until a complete list of all Contractors who worked on the job has been furnished to the City and unless all such Contractors had current occupational licenses in Coral Gables.) that otherwise each person engaged in said construction work is being paid on the balls of a stipulated sum for hls services per day, by the affiant, and that the labor being used in such construction is being done by what is commonly known as "day labor;" that affiant, es owner, will comply with the Workman's Compensation law of the State. of Florida, by obtaining a statutory Workmen's Compensation Insurance policy or by qualifying with the Florida Industrial Commis- sion as a self•Insurer; that the affiant will withhold Social Security Taxes, and Federal and State Unemployment Insur- ance Taxes, and Federal Income Takes from wages of all such employees working for him on such construction and will make returns thereof to the Collector of Internal Revenue, and to any proper Stag body. 3. That this affidavit is being made by this affiant for the purpose of inducing the City to grant a construction per- mit and to avoid the payment of the license fee and the deposit of a contractor's bond, as would be required if this affiant were engaged in the business of erecting or repairing buildings in The City of Coral Gables. The owner -builder may be required to furnish a oaeh bond sufficient to cover the coet of repair or replacement of consequential damage of City property. Signature) Sworn to and subscribed before roe this. -- day of A.D., IB My commission expires: LOWEST FINISHED FLOOR ELEVATION including basement) DISTRICTS NOTARY PUBLIC STATE OF FLORIDA H. F. H. G. E. H. OTHER Required Proposed x-rut inappropriate districts CITY OF CORAL GABLES Building Department 405 Coral Way Coral Gables, Florida 33134 ELECTRICAL PERMIT APPLICATION JOB DATA TYPE NUMBER OUTLETS. ROUGH -WIRING Yc? s 41111,4SERVICECAPACITY RANGE R GE TOP 3 FEE 760 DRYER AIR CONDITIONER (CENTRALkr7j MOTORS UST BELOW WATER HEATERS CLOTHES WASHER DISHWASHER PERMANENT FANS STRIP HEATER (KW i( Q kvi DISPOSAL s, NUMBER OF LAMPS TEMPORARY SERVICE f Sam REFRIGERATOR SUBFEEDS TRASH COMPACTOR TV. INTER-COM FIRE ALARM BURGLER ALARM REPAIR ( SPECIAL PURPOSE OUTLETS TEMP. FOR TEST SIGN (TYPE) Insurance Data: ELECTRICAL y BUILDING PERMIT NO. (...t.J PERMIT NO. Contractor Phon. p'.Z3.3'.x c tie 1-y1c C rector's Address 'y- 4 49 E S`3 fea- r -r.t l.2 3 of3 Owner's Nam. Phone r»v rlvrr Job Address 4 /y>;I4, c/erJ_dfi Pan Re / Lot 2 y S¢ c 1- PROPOSED USE OF BUILDING NO. OF STORES FAMILIES OFFICES BEDROOMS METERS 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 affx erf prior to the issuance of said permit and that all work will be performed to meat the standards of laws regulating construction in Dade County and the City of Coral Gables. 1 further certify that I have checked and am responsible for the adequacy of any existing wiring systems to which the work described in this permit adds extension or makes changes. Contr. Social Security No02. /66 2 l ( 6 y8 Date of Issuance : Issued By: This permit dots not become valid until signed by an authorized representative of the Director, Coral Gables Building Department and ail -fees are paid and receipt acknowledged in the space provided. ELECTRICAL INSPECTIONS TEMPORARY SLAB ROUGH OTHER SWIMMING POOL TOTAL FEE UST: MOTORS, GENERATORS AND TRANSFORMERS NO. FEE NO. A.C. TON FEE REMARKS: FINAL ELECTRICAL THE OWNER'S AFFIDAVIT I further certify that ell work will be done by me personally, for myself, with- out any outside help, other than a licensed and duly qualified contractor es required by levy. Signori White - INSPECTOR'S COPY • Pink - FILE COPY • Green - APPLICANT'S COPY REQUEST FOR MICROFILM THIS IS TO REQUEST PLANS FOR THE LOCATED AT: HOUSE, PARTMENT, STORE, ETC. 2// ,9tiDg4ra4v I AM: OWNS: ER ARCHITECT CONTRACTOR, BLDG., PLUMBING, ELECTRICAL, ETC. APPRAISER REALTOR OTHER EXPLANATION AS TO REASON FOR REQUESTING PLANS OTHER THAN OWNER OF PROPERTY: PERMIT NO: LEGAL: LOT(S) SIGN: FIRM NAME: DATE: BLOCK SECTION APPROVED: OWNER SIGNATURE: SWORN TO AND SUBSCRIBED BEFORE ME AT THE DAY OF , 19 MY COMMISSION EXPIRES: FLORIDA ON THIS, NOTARY PUBLIC) E EIPTI 083338 9C1l1!}0$1 090575 2614 ANDI RSON RD. NTROL 92083341 YEE PEREZ RAUL L PAGE 1 E »> DATE: 09/10/93 TIME: 14 : 41 MCOL* 002219871 PHONE - 93-0103 THE FOLLOWING CHARM ARE BEING ASSESSED AGAINST PERMIT *92100081 APPLICATION: 92086423 PROPERTY: 41180010270 CORAL GABLES SECTION A LEGAL DESCR: CORAL ALES SEC A PH 5-102 LOTS 11 & 12 SITE ADDRESS: 2614 ANDERSON RD CODE DESCRIPTION CHARGE* *QTY* *AMOUNT* GLM.ACCT T=-===.=== 1905 Re -inspection fee - work not ready for inspect* t INSPECTION Si 93081590: N411 FINAL - STRUCTURAL TOTAL: P RECEIVED BY: E PAY THIS DATE: 30.0 1 30.00 001322151 30.00 ********* 4-1) CA SH / EC 1 / CITY 5' 4, r7} YFi.- -115.d ^yrtiAi .,4 p"-,[}' 71 901117.6 F , STRUCTURAL ecr 2614 ANDBISON .RD w C G 8EC A N438 Rpm' SHEATHING t PEREZ RAUL 930103 I 0o2Rt98,'1 Lr F _ _ 9x10408. 92086423 j ?30$3341 • 1ilDDITION ( 1483.83 81 FT ), ` FQRCH CONVERSION,. TRELLIS, . AVER H„-` F=•,Y, DRIYEWAg1. PATIO - EXT STEPS, INTERIOR ALTERATIONS1120 004 i i { e f 411800102TO.. IGNACIO B GRANDA 8W.-GRACIELA_ 2614 ANDERSON RD CORAL.. GABLES _ -- 331344804 CORAL ', GABLES SEC A P8 5-102 LOTS ;11 A 12 ELK 4 LOT BIKE 100 E .20 4R r 009 0585 1. UA 01/ 28/ 93 STOP ALL WORK _:_€ I r,.. +;LAN:NOT T DNG f.'00„owEp 1 VIOLATION OF Otk.IIJ G Irt,4"r i 3 t Erg. IT N... ON j PROVED EJECTED TO: IOL:TIIa i:. P. , -, NOT 0,4 JOL') b o READY s THERE IS AN AUTOMATIC REINSP CTION IF INSPECTION IS REJECTED 1. 4144-4C__ 1THE 1( e y ._.T ) 415 m r- WORK OF THIS OATEGORY t7-17AV i.l.,.ITEL,, lit.P±VrCt CbrirVECI.10N5 Akt: MADE. REMOVAL OF THIS CARP IS ILLEC;AL ANC) SIVEJECT TO -INS:, 1 REINSF' ECT1ON FEE € UST EIS }MAD F{ :31`? ZE D LI>3s., CALL THE AtaPnoPRIATE PHONE NUMK)ES. Tv scHwuLr lay.., f.1.1.I0!_ HV N XT tR ?PECTUH hll.-MBEf . 460-5245 4067.*404L. PPE-1t T460.4026 gC I LCAV s= N, •FAG?ION 1,40,ABER - 93011285 INI:PECTION REPORT ITV OF canto.: AM. Y..• 2614 ANDry- N330 ING 02 3'LOOR CON FQAC.FUi+ PEREZ JOAQDIN rY s cwr ,. ++rtry• PLUMBING C{.SEC A 910414 Gd0303 4 - _-_9 1485220 92100081 42116302 92083341 . F1 ADDITION :(1483.83 00 PT), PORCH CONVERSION,^ r TRELLIS PAVERPAVER DRI9EWAYE PATIO, EAT STEPS,; INTERIOR ALTERATIONS 1120.,000 41180010270 ! IGNACIO S GRANDA Sidi GRAOIELA 2614 ANDERSON RD CORAf+ GABLES rz 33134480 R CORAL GABLES .SEC A PB 5-M102 LOTS 1 S 12 1BLX 4 LOT SIZE 100 R 120 OR 12523.1009 0585 1 aF' 30 0. a , f f i 02/01/93 S1 PALL it oRk J. Pt I-Z iFy'tx "y/"d .:`r EDi'v G' fiii-L V'dECI VIOLATION OF;ZONING LAW F ,$ 3,IiT N )1! ON .:1€ 8 N_ E4.i F=lip i: #.0 SIC N FEE APPROVED pREJECTED COMMENTS FROM THE INSPii CTOR. DUE TO: c14-( . I T EA,DY i WORK OF THIS CATEGORY MUST CEASE UNTIL AFP 7AlnIED CO'°'°:' ECTION FIE MADE. REMOVAL OF THIS CARD IS ILLEGAL suri EcT . ` C) FINE. REINSPECTION Ff MUST BE PAID PI:FUiR Rt:.* :Hgzo'I, upI:a CALCYRE APPROPRIATE Pi -ONE R'LdE49DER TO SC .,2LAJLE AN III P#:CTION FOiR THE N axT AY BU1LDINC-i & ZpNipa_ 460-55245 460 -5563 Pip c ,... 460-5026 i. !' 1..I.EA;V1: AT 'SOT 3 2. Cyr='i a 3 3"riP OTC*W COPY Fs , a cirtvewa k I to, f a U1 h) Cl d ter 134 garage drfvewtky e61,e6 ve-t 4.63 d wi ti 5 2.3. a 4 G I. 4 k 6 ' delr.1) 4 I t- ytl 4. 4c, 2$. FS 0 3- eirlvevioky AC- g2 Ns tzi U:4 NicA 1 JP . 41r- -55052005 7-1 -2614 AilDERSON -kb ------"-- _ + ,. BSI o C(i ,., ? 7$' CTiC1'" riEPCFt1' 11200 -RE - TLKAL 'MECHANICAL t `* - — r =. ....� �4)N°�rcT�Sat .. _._. i I --- .... , :IGNACIO 8 GRANDA 111 GRACIELA I 92104481 93026997 ADDITION-(14'83.83.SQ FT), PORCH DRIVEWAY, PATIO,.EXT STEPS, G SZC A .[{ 4-/ .�. 41, I r 92083341 .- , O iVE SION, TRELLIS, PAVER.' IOR;' .LTERATIONS $120,000 8001+0270 IGNACI 8' -tea Li rRi 2614 '.ANDERSON RD CORAL GABLES FL 331344804 ¢ 'CORAL ALES SEC A _PE 5-112 LOTS . .1 1 12 8L1C 4 LOT NYSE 100 A 12 12523-1009 0585.1 INS P.$Y: STEIN, 'EDWARD H. 06/10/93 STOP -ALL WOW 0 VIOLATION OF ZONING LAW 2 APPROVED REJECTED- COMMENTS FROM Tiffs''_ INSPECTOR: ' 11 REASON ::: NOT READT :.i N i ILOT -ON Pa �' 2:At Y WORK OF THIS CATEGORY °'SI T CC.E war_ Ar:L s'"',vs:s. orvi'L Cfi lO .i 4'11, ++1 -Arm REMOVAL OF THIS CARD IS ILLEGAL A'.`D s z L C O i * REINSPECT'U' N FEE MUST SE PAID B?Cx0:L P.; F r L at' CM:A: CALL THE APPROPRIATE PHONF. Fi%r3'.'.'.:4; TO uCo CULE ! f?If tt.!',' ":E t EC F. T 4: NNnxr Cr4 BLflLD NG & ZONING'. 460-5245 rJFr;_ - 460-5563 • INSPECT -UP h;jML L?'____._..._, 4 SG IS,. PL -T. t ^: P ,_ 460.5026 • in• *OWNER -Bt' , 1..'_EAGE AT:,;f:.- • 1 T 9305200 ="r_.._— 241! ANDERSON .RD. • 1. Z00__:. :rlflN ►L_ - MECHANZC.AL :�..:_�_ ._ ACIi._B_#RA A_J _LRACLIrA-: __ i _:.MECHANICAL _.: .0_SEC _.A 121001)81 ' _,930169.97 92063341, ADDITION 11483.83 SQ PT). PORCH CONVERSION, TRELLIS, PAVER - pRIYEW' Y, ATI0,. XT.-BTEPB _-=IN'TEAIaR �M TERATIONS- $130,.000 ---•--,;__,. ._. , .. __L.:41180010270 1 DA :&W GRACIELA 2614 ANDERSON RD — ---CORAL; .GABLES -FL _-331344804 - CORAL GABLES SEC A :PB 5=142: LOTS .11 4 _12 iBLK 4 LOT RISE 200 S 120 OR 13533-1009 0585 1,, 1NSP , BY 1 CAUSLEY. •_MICHAEL _T ---------06109/ 3 - STOP ALL WORK VEQLATION OF ZOP.itN,n APPROVED OED 7,1 REJECTED COMMENTS FROM TF TO; • CS'-_s..NDT.-"TAD'R " tOw1ER»4i x ti "t lAt'+NOT'f€'s N"_ F' 3C.Wr' : R__S F i" ?:ii•i' i`i4.1 C•!•,;.J Oi!. - - f.LF r :irY#J FE RiON.'..L.TOR 4.1? C-17 • LA) ° WORK OF THIS CATEGORY MUST ,": rM :.?s iM r x ~;r ' D f; 3;'. nLCT MADE, REMOVAL OF THIS CARD 1-- IL,L GALA ,* ..' kC.F.7c'r -1%`—': A * HEiNSPECTION Fi:£ MUST WI. PAM nav ORE. 1RE:,C!tai€}:_Il°J': t';1 EC7'h'Ss'--.. ' CALL THE APPROPRIATE PHONE Nt3 . Uri- TO S`r;'r$i.g?l)Lt A" "s 1'' 3"k:i;t;Ti Fla"s ' €ii tdr<% £ :Vt: • BUILDING & ZONING: Fire i Ri_,fPS J 1 FiK: . 460- � -464-9343 4809 -9563 I . i to,1►4 3 1 . ' r • '1 #.C.'4'C AT , — 2.. P'F::' i' 3.., ,;° . Lc .`.! COPY . x:. 1. •' I:. C :: PIQTN NL ,urtv,f4 i......, -• 93052©p5 .-.J. CITY or COMA L G_' Z1 E : l'a i"w:.L TILia :R ..+POP,T . ,�,_ LAT[Ii�FBY MECHANICAL • `i4F ia* 2614 Alia:RS= Ri! C ! NEC ,A 3vp . 1200 FINAL MECHANICAL • IGWA+ Io s G &W GRACIELA 01.)ACirrrN 1 aw•s 92/00081 - . 026997 ° • I 92083341 ADDITION 1433.83 �i � PORCH AD ( 4 )., CONVERSION - TRELLIS, PAVER DRIVEWAY, PATIO* ZIT STEPS„ INTERIOR ALTERATIONS'$120,000 P.ii?L. H�iitE%1 :ate.........---� -�- • — 41180010270 IGNACIO i AMANDA 4E ostAciim - , 2614 ANDERSON RA � {CORAL GABLES RL 331344804 CORAL warm SEC A fl 5-102 LOTS 11 a 12 ELK 4 Lo? QILE too s 125234909 0585 1 • �; t. pissin t E'TEIs, EDWARD .,N. REASON t NOT READY 1:A i??0114' .......... . 06/04/93 . • • STOP ALL WORK •SilIOLATION OF ZONING LA APPROVED REJECTED C1-1• TO: CQMMENTS FROM THE INSPECTOR: 11. • V )LATIO • *CANER-.SI ��� ,pp y. NOT [tC"{apt'. F y �'�• . . L.M i•V 1-aU i+4.ff'a..d' f ( !ff. F's sii C Ord J:7 'r Fxs Y'"':. i'LAN".'NOT ON JOE. NOT READY- ORK OF THIS CATEGORY !UST CEAt.L' UNTIL i P CVW C?` 1. REMOVAL OF THIS CARD I 1LLEGAL AND SUBJECT -MOF1 =::. ,REINSPECTION FEE MUST PE PMr' BEFORE RE IL"h*s!3',ii.fl sx F .ATF f t,i,:: ECTIO . -CALL THE APPROPRIATE PHONE NU+.h3FLR TO SCE'irrULE AN UWLt1 ON FOR THE NEXT DAY ` BUILDING & ZONING: 460-5245 F!R .460-5563 INSH@CPIiLi `. _n� i C.1 n 1, LEAVE ATRiTE '.-OEric P.PECTfON:3 ARE MADE. Punup lkoms• 460-5026 • 1 • 3. INItlitCTQii- cCPy . - ,.0 4 i Y OF comsL DA LE E ►ORIr M.C.G.. uef6nt:rrc {vim'^..:.a 4"'r.-+. ,. C RC, f !Mt -DI _-.�.. X2100081 93026997 . X32083341 » ',Z=17... ., ..,......n�a. .� �_.. - MJ,w*�ni ✓Ar ::.� Fx ..'.4a+.e.+'�aa. w� aH ADDITION (1483.83 SQ J`T), PORCH CONVERSION, TRELLIS, ram .pR I VEWAT PATIO „„.11X1 STEPS,. INTEBI0R #1TERAT10NS 4120, 000 CORAL GABLES SEC A PS 5402 LOTS 11 $ 12 SLX 4 LOT SIZE 100 X 120 11523-1809 0585 1 05128193 • .f ` STOP ALL WORK [ AP Ii:DVED LAN NOT BEING FOLLOWED 111 VIOLATION OF ZONING LAW �lT. JOB W.§ FF"sCPACE f•-LAhtS NOT ON ,iil I k0p.,JNsx=y r!Q J FED: 1 • WORK OF THIS CATEGORY flU T Cw'A5L: UNTIL, APP OVER COFIRECTIONr, ARE MADE. REMOVAL OF THIS CARD IS II:UI C A1 AND a3.IRJECT TO F"IN,F_i - *REIN PECT1ON FEE M.JST EE PAID £L'k Qtr F;.", leDULIN b}NOtH 'R I1-4 >FCtION.' CALL THE APPROPRIATE PHONE i!.:u '" A TO Stiff D;JI_i; Ri 3 INSP CTION F faR THE NEXT DAY BUILDING & ZONING: : 460-5245 460-03563 py 3LFGWORKS: h7:71CT() lV.'MF1F;? 1- LEAVE AT. w`?T 2. Or {G =i 3. !NS*ECTOR COPY Awe ,N. TY Or 6 L AL. L€.+i _ T � k I C 93051888 3N i ' •C"r= PLUMBING • 2814 ANDERSON RD � EC A 1'° _- 21130V,' JFINAL — PLUMB G CaP'EThk..' �.5 - .. - --.---r--7-7----.-- . �-« -.i yy . --y„, =wi, r., . .. P] '9 . JOAQUIN ._940401 - 000303982 b s!_ 92100081 921 - .16302 a" . , � ..' -L �J i° s ^r- -• .-. • • . ,.w .... _ . ... . It., «-.=. "-nr a.. x e�..r X-1 r ..- n a_ t_...� .... , r--. eM y�S Jp 9 941 ADDITION (1483.83 SO TT), PORN CONVERSION, TRELLIS, PAVER -DRIVEVA!,r PAT IO2 amp .STEPS, _ INTERIOR 1 ALTERATIONS 1120/000 . PHDP ER COji .- . . . _ - IGNACIO GRACI [LA 4 2614 ANDERSON RD CORAL aABLE8 _74....._331344804 . ++�� CORAa�L GABLES SEC1 A PE - .5 -102 LOTS 11 4 121'$Z.K '4 LOT RISE 100 X 120 OR.252-1009 0585 • 1NSP. BY i FIGUEROA /. 06/02193 STOP ALL WORK .. VIOLATION OF ZONING LAW AOPROVED REJECTED • 1 CDM J!EMTS FROM THE #1; PEC:` OA• • - • F'LAN T,IOT ' 1' C FOi..Loyve..D JOR • !: hLA 4 NOT QN ;3OR ION FEE VIOLI ‘1)0K ;r NOT- READY WORK OF 1% :ATECORW 1.11ZT +C&AS `: W T -. A P > ry l3 clifIRECTIONS ARE MADE. REMOVAL, OF.TFIIs CARD 1S 41. . .6 V „ 1':' _ .' LI€sM:C T TO FINV. *REINSPECTION FEE MJS'! s}" € ') Es;:i=C 2i"s K_'s, i?:.-ii,li ?ric ,61Y4SAT iR CALL THE APPROPRIATE PHO` t . NUMSZR TO IiiCHT 00LE AN ! it ;S! EtiR THE NEXT DAY - ▪ BUILDING & ZONING: 460-5245 ▪ - INSPECTOR NUMkitfi.. •„ 6P 5563 F. C t ?ORKS: 460-5026 rr LEAVE AT `:r- 3. !,..:-.7.. 7C-1-013 COPY 5.4 F� a L4 it•V !PF:T!CPI k.y+4e.:e : CITY OF CO L +.CA,SL.E , 93051888 J i ISr CCTIO ' REPORT 2614 -ANDERSON RD. .I 4 I. If fi! �.'Ai Plitilay' p slNG 0301- - -FINAL '- • PLUMBING :`TEREB JOAQ IIN • - 93100081 923.16302 92083341 • .� .. 3aY..` •.a'i"�.�.1- -. 4; �. 930401 Q �aY A . .060303983. I lF-'ff: i-14-411 r.o -'*^'_•---F . - Z i f it7L N';MOt-, ADDITION ' (1483 , 83 SO ' T j: PORCHCONVERSION, TRELLIS, PAVER A k,Er DRIVEWAY* k_PATIO, LET ._STEPS,,. INTERIOR ALTERATIONS. $12.0. 40.0 __x_.411.8402.0370 [IGNACIO_ jIARANDA „_4N GRACIELA 2614 ANDERSON RD ORAL.. O ES J1 _A313443044_7...1 . :_ 4 CORAL GABLES SEC A P3 : 5-102 ":LOTS 11! ; & 12 NIX..4 T *I SE 100 R 120 OR 13533.1009 0585 1 q.5)7434 to art rke--.F 05/27/93 STOP ALL WORK D VIOLATION'OF ZONING LAW El fiPPROVED : REJECTED r,7., 7O COM?'AI1NTS FROM THE l'+ SPE-C #`O'R:.._. .s a r 4 L.J APkiC/VED ['IAN NO`r fEING.FOLLOWED r PERMIT NO 1 ON JO 3 Lf APPROVED'tfLAN$ NOT ON JOB_ # INSPECTION FEE. i LAT o!1 tkyr NOT READY. 6 1u - M\60108 ' WORK OF THIS CATEGORY I1.1LUST CEASE UNTIL A FlovED CORRECT! ARE. i ADE. REMOVAL OF THIS CARD 15 ILLEGAL. A.,';'7') $UVJECT TO Fiji..' *REINSPECTION FEE MIJST.ttE PAID 13:7:1-'01-1E RES }'I#}; LKILI SO ANOTHER IN'ECTION. CALL THE APPROPRIATE PHONE NUM r.- TO SCI'; DL+L: AN Ii8 ECTION POn- THE NEXT DAY SPILnIr c 8 29.111119: 460-5345 4605663 Punic liv°11 : 460-5026. T. LEAVE Ar.S ri fr . , OFFIC • 3. INSPV" t 3A COPY 11111111311111111311111 45821 Box No. 104 92100081 2614 ANDERSON RD. RECEIPT# 078072 CITY OF CORAL GABLES PAGE 1 RE -INSPECTION INVOICE >>> 93060284 CONTROL 92083341 DATE: 06/03/93 PAYEE IGNACIO S GRANDA &W GRACIELA TIME: 13:19 THE FOLLOWING CHARGES ARE BEING ASSESSED AGAINST PERMIT #92100081 APPLICATION: 93026997 PROPERTY: 41180010270 CORAL GABLES SECTION A LEGAL DESCR: CORAL GABLES SEC A PB 5-102 LOTS 11 S. 12 SITE ADDRESS: 2614 ANDERSON RD CODE DESCRIPTION *CHARGE* *QTY* *AMOUNT* GLM.ACCT 1905 Re -inspection fee - work not ready for inspection INSPECTION # 93052005 N200 FINAL - MECHANICAL TOT RECEIVED BY: PLEASE PAY THIS DATE: 30.00 1 30.00 001322151 MOUNT ********* CP CASH/CHECK: 30.00 ********* CITY 111filE1110111111111111111 EIPT* 078379 CITY OF CORAL GABLES 4'817 E No. 104 RE -INSPECTION INVOICE >>> s2i000 1 060638 2614 ANDERSON RD. CONTROL 92083341 DATE: 06/0.9/93 PAYEE IGNACIO S GRANDA &W GRACIELA TIME: 14:04 IGNACIO S GRANDA &W GRACIELA MCOL* 0)0) 0 IGNACIO S GRANDA &W GRACIELA THE FOLLOWING CHARGES ARE BEING ASSESSED AGAINST PERMIT *92100081 APPLICATION: 93026997 PROPERTY: 41180010270 CORAL GABLES SECTION A LEGAL DESCR: CORAL GABLES SEC A PB 5-102 LOTS 11 & 12 SITE ADDRESS: 2614 ANDERSON RD CODE DESCRIPTION *CHARGE* *QTY* *AMOUNT* GLM.ACCT 1905 Re -inspection fee - work not ready for inspection INSPECTION # 93052005 N200 FINAL - MECHANICAL TOTAL: PLEASE PAY THIS RECEIVED BY: DATE: 30.00 1 30.00 001322151 M 30.00 ********* CASH/CHECK: S10 CITY 11Z6"T` F=C.A.TIE CtEr CC?MPLliggrMGM ilogignimogim CITY ©CORALGABLES 92100081 BUTLDTNG ZC7NING1 DEPAR`MENT 2614 ANDERSON RD. THIS IS NOT A C1I.FICATE OF OCCUPANCY WHICH IS REQUIRED ON ALL USES OTHER THAN SIDE FAMILY, BEFORE A STRUCTURE CAN BE OCCUPIED. Date of this Certifi..cate — 09/17/93 Owner IGNACIO S GRANDA 4W GRACIELA Permit holder PEREZ RAUL L Control number 92083341 Building permit nuMber,92100081 Purpose ADDITION (1483.83 SQ PT), PORCH CONVERSION, TRELLIS, P 120,000 Folio number .. 41180010270 Site address .. 2614 ANDERSON RD Legal description«.. CORAL GABLES SEC A PB 6-102 LOTS 1.1 & 12 BLFC 4 LOT SIZE 100 X 120 OR 12523-1009 0685 1 Please be advise that this Department has made all final inspections on structure (does not necessarily cover regulations and inSpections relative to the required improvements of the site, such Air parking, landscaping, etc., except in the case of single featly residences only). This Certificates of Completion certifies that all required inspections have been completed in accordance with the South Florida Building Cade, Ordinances of the City of Coral Gables, Zoning Regulations and all other applicable regulations in connection with the purpose listed above. Da e INVALID WITHOUT AN APPROVED SIGNATURE. RECEIPT# 083680 CITY OF CORAL GABLES BUILDING PERMIT INVOICE 93090985 CONTROL PAYEE 92083341 PEREZ RAUL L 4070 VENTURA AVE MIAMI FL 33133 THE FOLLOWING CHARGES ARE BEING ASSESSED FOR APPLICATION *92086423 PAGE 1 DATE: 09/17/93 TIME: 09: 40 MCOL# 002219871 PHONE - 93-0103 PERMIT ISSUANCE OF PROPERTY: 41180010270 CORAL GABLES SECTION A LEGAL DESCR: CORAL GABLES SEC A PEA 5-102 LOTS 1.1 & 12 SITE ADDRESS: 2614 ANDERSON RD CODE DESCRIPTION CHARGE* *QTY* *AMOUNT* GLM.ACCT A108 Certificate of Completion -- Residential 100.00 TOTAL •. SE PAY THIS iClUM; RECEIVED BY: DATE: 1 100.00 001322110 CASH CHECK) 100.00 ********* CITY s a R 93041668 tEii" .7CTIO RF'CV T 2 614 ANDERSON RD rN438L.. _w_ SCREW ' _GYPSUM _BOARD - .01 PEREZ. _. RAUL eL 1... :_. NTRUCTURA.L C - B SEC 930103.. w. l ti C a, 022198. r , 92100081 : ,..92086423 92083341 k: r._ w.,N... ,........_:. h ADDITION ( 1483.83 SQ cE; DRIVEWAY PATIO., . EXT 4— j41180010270 I- :._--IGNACIO S 2614 ANDERSON RD ORALTGABLES I 431344804 Cr:. AL GABLES SEC A PS 12523. 4009 0585 1 04127/ 93 y STOP ALL WC)HK kJ VIOLATION OF ZONING l_f Vl APPROVED REJECTED FT), PORCH CONVERSION, TRELLIS, PAVER STEPS Or rIlTERIOR ALTERATIONS 4120 / 000 GRANDA 4 i, GRACIELA Ea 5. 402 LOTS 11 & 12 SU 4 LOT SIZE 100i x 120 Oft DUE r) zI OAPPflOVED FOLLOW -El?, Li APPFOVED N.CIT ON JOB caMe. i r Es `^! ;:]iUTOMi11TIC RE INSPECTION PEE IF INSPECTION IS REJECTBD WORK OF THl CATEGONY MUST CE.;,,P,. AP;- .,,t: E . , ,F.i as AP MADE.. REMOVAL OF THIS CARD IS lLLF.GAw s .ir:c-f TO REINSPECTION FEE RUST Et: PAIO ELFCrIE €iPS;.P4FDIJLP£ad.1 ANOTrIEr, CALL THE APPROPRIATE PHONE N:i.MaER S H::::00t.F AN I,4.S - ;:cilL,N .FOR 7di_: Vicxi LW, i: v`IPF( fCJF NLi! L 1-golf a—_- 4. 0-5563 460-5026 u 1. LEAVE .AT Ar fCC 3. lrsc ::c"3" 's"". F • E jel a L4305.1589r_: CI A' Or C i',A: iEF;; F,E 6. 26: 14_41;DERSON. rxm ELECTRICAL -- E40, rOH FRAN IlEA__ELEC CONTRACTOR INC 92100081 ADDITION DRIVEWAY 921. 16.551,: 1483. 83 SO FT) PORCH CONVERSION, 'T'RELLIS, PAVER PATIO, . ZIT., STEPS, _INTERIOR , TIMM/DNS S/204,000_ _ rk, ECTRICAL C-_ 0...SEC _._A_..w 94010. 7:.:r- _.01B27.857...s, i 41180. 01024.0.__ .. _IGNACIO S *MA ,-skw GRACIELA 2614 ANDERSON RD mai =; ALES -FL. _._--.-331344804 .._ ..: _:._ _.:. CORAL GABLES SEC A PB 5-102 LOTS 11 & 12 SLR 4;LOT szxx loo X 120 OR 12523- 1009 0585 1 9208. 334.2 _. STOP ALI:WORK -- vioLi' hON. CIF ZG?',€i V ...Fi. REJ ICI E DUE i0 COIVI. ENTc' FFIOM THE tNSP1'CTOS: __..._ F Y x,..o z..,..AT REIN::; E-ECTIOI\I FEE o( l • INOT READY bS A.PEv ADE. REINSPECTiON FEE tt'I .ST Fs!:: PAID VT'._F "" N eWAPw ; F$asv; 9f N:.r:," IOfw-,L CALL THE APPFIOPPIATE FF 7> '.= i'.?: i „ M'" t.p. I„1L:.AN rOB' t• E fie':; # C DAY 460-5245 460-5563 460.-5 }26 BUILDING & ZONING: FUEI.LIC,; WORKS! JWO, oral a, e• - F- 1. F; AV.' A t r, i r INSPECT W 13040812 — iS€ L Tin-trr-r- 2614 ANDERSON RD CITY fit' cor,,a"L S.-cMZES dra;:rc;T€ c,TEGoar ba ECM. ON R L., _MECHANICAL_ f" C .0 SEC A . 1476 .. INSULATION '.O1 FLOOR G2NO2lk[,..7:0H - _-- T TEL 1 €O NE .__. I Pi...61.: 1•41,Mirfl PEREI RAVL L 930103 4 930103 0022198? f1U.4E IFcT. 1_ T F'--t 'ihEdC.•f a w....,—x.k c 97..- . .-} . - _ C3^ ACL h1MFig l•• I I - 921a0a8s 92086423 92083341 ADDITION ( 1483. 83 80 FT), PORCH CONVERSION, '!"ELLIB, PA4ER , i. DRIVEWATi PATIO, I9 STEPB;..-i1 TERIOR ALTERATIONS $1201,000 41180010270 i 2G NACIO S * CANDA Lt11 (MAC IICU \ w. 2614 ANDERSON AD CORAL GABLES FL '331344804 , : •, CORAL GABLES SEC:A PE 6=102 LOTS 11 & 12 ELK 4 LOT isizz 10011 120 OR 12523-1.009 0585.1 F O4/15/93 STOP AL. i_ WORK VIOLATION' OF ZONING LAVy APPROVED EREJECTED COMMENTS FROM THE INSPIR TOR D, pU OE . h4 4 A• PI HOv' ED PLAN NOT BEING FOLL;OLtiEO. Fl P'• F.F3VIIT NOT ON JOI3 LI APPTIOVED PLANS NOT ON JOB' El .• p;_INspEcTioN FEE VI Li', 71 OR NOT READY PLA i..)‹v tcr.sf Cci) Z WORK OF THIS CATEGORY VIUS'f' UNTIL IL APPROVED CORRECTIONS AFIE MADE REMOVALOF THIS 'CA ID IS ILLECIAL ADD SLID—JP:CT TO FIN :o REINSP CTION FEE MUST BE PAID BFFO E ANesTHE: , INSPECTION. CALL THE APPROPRIATE PHONE PiL': BEI: i TO tCHE CLILE AN IN'. xr'CCTION FOR THE NEXT DAY 460-6245 Ii ' ° 460.. i563 .Evy, k.ic yroFiKs. 460-8025 BUILDING & ZONING: i'dyfSLfjp, 6-1gar 4•4, x7- a, 4015 d,= 1.'LEA C AT S' Tt_ 2. OH ICE 3. IN r?-CTOR COPY' R CEIPT#. 075500 CITY OF CORAL GABLES RE=INSPECTION 7 INVOICE >» 9 041172 C RTROL AYEE_' 92083341 PEREZ RAUL L PEREZ RAUL-L PAGE ` 1 DATE:;04/ 19/93 TIME 12: 39 MCOL# 00.22.19871/002219871 THE ::FOLLOWING : CHARGES ARE :BEING ;'ASSESSED AGAINST :PERMIT ..#9.2100081'. APPLICATION: 92086423 PROPERTY: 41180010270 CORAL GABLES SECTION A LEGAL.DESCR:;:CORAL _:GABLES .SEC A'PB 5-102 LOTS 11 & 12 SITE ADDRESS: 2614 ANDERSON RD CODE DESCRIPTION *CHARGE* *QTY* *AMOUNT* GLM.ACCT INSPECTION .'# 930 N476 INSULATION 30.00 001322151 93081.390 CITY OF CORAL GABLE? INSPECTION REPORT fic 71)4 1177 _...2614 .ANDERSON ...RD ..- t C .O . $.11C _A frF f _ l tfil + .,, fie: r.,pri _.. _�. N411 I - .11.1NAli - .STRUCT1 AL JEREZ 930103 -002219871!. Prizsz ,mot .ADDITION (14E3.83 Si) FT l4 MIAT_;� PATIO, _Ea . . ,,,:., �:. �t..1 � [ __41180(10210 : TrolACT( g e+- 2614 ANDERSON RD __CORAL OAELES_21,_ 4 1.115445579Q . ,13742..445 . ..,..92483341.. ,r� RSION, TRELLIS, :PAVER RACIELA 0 .CORAL GABLES SEC A PE ,0 LOTS 11.& 12 ELK 4 LOT SIZE 100 X 120 OR 12523-1009 0585 1 INS P ..BY : It1f MOS __ ---..__.x09/.13/93 .L1 S i OP AL.L 0 VIOLA N CF ON:NC LAW COM • APPROVED 1EJECTED TWIST REVISE DRWGS UDIO. _ __OS/231.9S! i3 APPROVES) PLAN NOT BEING FOLLOWED PERMIT NOT ON JOB • APPROVED PLANS NOT ON JOB • F;EINSPECTION FEE DUE TO: ' . VIOLATION OR NOT READY [�*� + It , UTQHATIC UREINSPECTION FEE IF INSPECTION IS REJECTED WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE: MADE. REMOVAL OF TH S CARD IS ILLEGAL AND SUBJECT TO FINE. * PEWS?€_CTJON FEE ILIUST $r PAID BEFORE RESCHEDULING ANOTHER INSPECTION:. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY 4ifLE�a f. .*._ZC3 tic3` 460-5245 FOE: 6+. 563 PUBLIC WORKS_ kFp.:YL F27':51 -3711;;;E -175F ..—--- c'il6iavl i3Hk AAA 1 LEAVE AT SKE - 2 9ICE IN:3PECTOR COPY { [ 460-5,026 • 1 • is ' ;• f l SPECI{{br M:74I3 F CITY 8 ' CCRAL':G4ELES 93061619 INSPECTION REPORT 111KS-F"E[.VON CA E.00111' STRUCTURAL 2614 ANDERSON RD . . . C 8 SEC • _XL 1,c'Eiar.j n?.;>.lo..e!',$ a A.ry - .. X443 DRI'E'WAY - EASE CONT TOR- PEREZ RAUL L 93010'3 -- 002219811- i 92100081 • 2086423 92083341 ADDITION -(1483.83'SQ FT), - PORCH CONVERSION, TRELLIS, PAVER • DRIVEWAY, PATIO,-EXT STEPS, INTERIOR ALTERATIONS •120,000 FHopEr#YY cOL)E _ fj iif•J7' ?Nf-,r _ _ i- 41180010270 1 IGNACIO S ORANDA AN GRACIELA A, .4.1 F.0 IrI:R1;:E1 2614 ',ANDERSON RD - CORAL QIASLES FL 331344804 CORAL GABLES SEC A • 9R .5-102 LOTS 11:1 12 ELK '44:LOT ..SITE 100-t-120 OR 12523-1009 0585 1 COMIUENTS T{TIT INT1' F,.T •T - - '06/23/93 i • Q STOF` ALL WORK © VIOLATION OF ZONING LAW d KAPPROVED 0 REJECTED Q APPROVED VED PLAN NOT BEING FOLLOWED D PEF1MJT NOT ON JOB D APPflOVED PLANS NOT ON JOB * HEIN SPECTION FEE DU£ TO: VIOLATION OR NOT READY *.THERE IS AN AUTOMATIC RE /NS PECTZON FTE IF INSPECTION 18 REJECTED COMMENT$ FROM THE -------___-.-- WORK OF THIS CATEGORY I.IUST ur TI:. APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL gap SUEJECT TO FINE; * REINSPECTION FEE MUST RE PAID B "I~'C1rti; RED.:HEDIJUNG ANoTHER I ` PECTIoN CALL THE APPROPRIATE PHONE NUI ER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING &E ZONING: 460-5245 W .: 460-5563 INSPECTOR Ai )MOL PLIRyCWOr!KS. 460-5026 at.; AY • t , • S!" 2.OFFICE ' ' 3, iN`.:P :CT3R COPY • 1/14%Pr 93061444_ !FAt1'r='v CITY OF CORAL C-1AFILES 11,-J P CTION REPORT a. 0. •4. STRUCTURAL 2614 : ANDERSON c a SEC ►- N464 f fRIVSWAy - SUBGRADE PERE,F JL . ► .__._� �__ _ _ 93012 - �✓,:;L,L+f+.S - a. I.:•d• ..�-._.r�__ . T - ,i-1 L. •F:iri3E � 92100081 • + r 92086423 I 92083341 M -0,0L NUMPE!a �022198 0 -...— `' t•, ,�C;.. TROL kUhd$fo ADDITION (1483-.83 SQ FT), PORCH CONVERSION, TRELLIS, PAVER ,,aa :,DRLVWAY,.1ATTO, EXT_STEPS�._INTERIOR-.ALTERATLONS....$12 .�:00D - .. . . . . . 41i810102I4__ LIGNAC10_48 R NDA &W :CRACIELA 2614 ANDERSON RD _09R.R:pikigitS FL 331344804 .. --p.._ ., CORAL GABLES SEC A PB .5-102 LOTS 11 & 12 BLOC 4 LOT SIZE 100 X 120 OR 12523-1009 0586.1 ClOP ALL WORK �...,APPROVED PLAN NOT BE NG FOLLOWED 0 VIOLATION OF ZONING LAW [ 1 PERMIT NOT ON JOB' 0 APPROVED PLANS NOT ON JOB 0 *P ;II+SPECTION FEE 0 APPROVED REJECTED DUE TO: ., VIOLATIO NOT READY - N THERE : B T11UTt]�M TIC REII SPECTION ,EE IF I#ISPECTIOAT IS REJECTED COMMENTSETS Flitst,. fFi.: ilV i'� � WORK OF THIS CATEGORY M1.43T CEASE 1Jt- Tia: APPROVED COFU ECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL Arm*)'SU'B,JECT TO FM: * REINSPECTION FEE MUST BE PAID £3wrOPS BEfCHEIJUtiNG ANOTHER WSPE.CT ON. • I�r'J CALL THE APPROPRIATE PHONE 'leER TO SCHE DLILE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONING: f , PI,Il IL.IC WORKS. 460-5248 460-5563 460-5026 INSPECTOR Nt.MiBEP C6-67 2- OFFICE 3. INIPECTQR COPY i T at E 4f r! 930400.97._ :.: 2.614..__ANDERSON_.. RD FRAMING _ 01, FLOOR PEREZ :_+UL . Z W C1 T t I P 1_ ___w.:STRUCTURAL C. Gi _SEC A 930143 CQ22188?. 9210008i ,H ,. _. 92086423 ' ! _92083341;w., ADDITION (1483.83 8Q DRIYEWA.7'., _PATIO, :',_ZIT 1.1180010270N_1_. 2614 ANDERSON RD OORA,L . GABLES : FL . 8313448.0 FT), PORCH CONV'ER810R, `TRELLTB, PAVER STEPS, INTERIOR :ALTERATIONS _:$12d,.000__ GRANDA .&W GwACIELA-- 4. _ r CORAL GABLES SEC A PB'$ 102`LOTS 11 8 12;BLit 4 LOT SILE t00 E 120 OR 12923-1009 0886 1 s . STOP ALL tz+OR ._....__. A N CD TO: 1 i ii 4 #lsli_OVV6.r; NOT READY THERE IS AN AUTOMATIC REINSPECTION INSPECTION IS REJECTED COMMENTS PROM THr if0;..:2E-C.TOP 4•RElPV.",-PE TION FE.. WAIT Si, #MOD B,.rOMiOT CALL THE AFT/TM: LATE Pa-O -7 hl'y, To: s.H I z . , `_ ._. + } 6=i;Fx• G` 460 5248 460-6863,. : Bl.. JP LYNG & 70 aids i y s=:e t ,• r 4u 460- 8026 i ,: f>:.-tai i 4 92100081 1 92086423 BUILDING A ZONING: 460-6246 F9 it4FEGFOR 6 $4,e0 93040812 2614 ANDERSON RD N476 ( INSULATION, - 01: FLOOR PEREE RAUL L c ME CHANICAL ,..,,,._...s..._.d C G SEC A M : CJ i NEJty SE.F: ..—. 9 W 930103 .4022_198.7 1 _ i1•:J'v TR r„_ td;lPvfBti.. M k { E3` .8Q c FT ) r PORCH COAiVbsRII ._. ... _ _.:,,.. ,...:. ,_. ... dr_...:.. ADDITION 1483. ION, TRELLIS, PlfiiiER F DRIVEWAY, PATIO, SZT STEPS . i TE>R ;OR ,,LRATLONS__: 120 ,000T:Eu 41180010270 IGNACIO S GRANDA ° AW'ORACIELA 2614 ANDERSON ID i CORAL GABLES FL.H33134.4804 CORAL GABLES SEC A RB 5-102 Lars II 12:MX 4 LOT E/ZE 100 t 120 OR ., 12623 1009 0685 1 INSP« BYz STEIN, ' EDWARD 04/ 16/ 93 0STOP ALL WORK i VIOLATION OF ZONING LAW APPROVED 1- 72 Rr'. JECTED DUE TO: .. iOL REASQN . ._..NOT . READY 1.9 '~. . t kFri'. iiVL[ yPiA6; No"i f3E'ING FOL1.0WEC . EC r T; ON OR } CG.1o4+ Sf4'BEPlTa FROM i?-lE ENSPLt;T'tiR. _:: ,._......_._.__,_. NOT Fl ADY WORK OF THIS CATEGORY MUST CEASE R.P11:1L. AriviovED CCni }:C,'1"iONS ARE MADE. REMOVAL OFTHIS CARD IS ILLEGAL AND. suii;Jr.c riTO FINE. REr NsPEcTioN FEE MOST BE PLAID EIE: FOAE RE Si F€'r.D. LI ; d p..t s 9'N:`. s IN:•Lp`Ecitotti, CALL. THE APPROPR ATE PHONE E+ili OEFI TO SCHc'M:NLE 119-3kicrto FOP, "1' ,c NEXT DAY 460-6663 PtiB , c woR) ... i 460-0026 e t+: i BUILDING & ZONING: INSFL.{;TUR NVA,1F?L:fi- • w C1T'Y OF Cf)IirlL faAMLES - _t3 TH:J: CA r c wh' 93040812 ' INSPE,CTION REPOFaT: ._ MECHANICAL 1 2614 ANDERSON RD l C-! SEC A E ,,,.,,-(:,:“..,-A. , 1476 RE, — INSULATION rt 01 1'LOOR CONT'PAC roF PEREI RAUL L dUAL FIFA r E 92/00081 92086423 i y-cLEy'Hiif {u 14i ;n.S7,CNI,TAALi 430103 0022198 1 coy , , K'fi4 e: 92083341 ADDITION11483. 83 80 Si), PORCH CONVERSION, -.'TRELLIS, PAVER DR/ VEWAY, PATIO/ ''STEF$,LINTPRIOR _:+hLTERA.TION8 ,'1204000--- 4118O010ay0._ L..._ IGNACI0..__:ORAEDA, :SW_ CRACIELA 2614 ANDERSON RD I com GABLES_ 'L 331344804 . -. - --_ CORAL GABLES SEC A PE 5-402 LOTS 11 4 12' BLlC 4 LOT SIRE 100 1120. OR z 12523-1009 0585 i IiPBF. Bgs STEIM, EDWARIVH._ REAgOL I : NOT READY k El STOP ALL WORK - --- — L .L',PF'f;O 0 P' AN li T C." N'-' FLY LOVED VIOLATION OF Zd!<JING Lfk4"v r'Ef N1IT NOT f4.ZIu,Z... EtAPPROVED REJECTED DU TO t1hOLATIOn COIl9MENTS FROM THE 1NSPE OR: _.:;-- i 3 - WORK OF THIS CATEGORY MUST CLASE UN AIL. APPriiVED C :ARE MADE, . Jr t I ' T READY 6 REMOVAL OF THIS CARD IS ILLEGAL. AND SLIDJECTJO FINE. REINSPECTION FEE MUST DE PAID 15EI ORE RZ #dS:DULffirl APic.,,HER R-Vi Pi; Cil0s4. CALL THE APPROPRIATE PHONE, NUM:?TA TO SCHEDULE AN IN PECTION FOP, THE .J. XT DAY I 460- 5245 FEttrli ; 440.3983 + PUM,,_re WORKS l! p 460- 5024 1 F 1, LEAVE AT BITE .2. 0 !Cr- ... 3.1NSPECT4 C:C3P I1I11IIILIIIIII1I11w1uwu�un 2614 ANDERSON RD. 6,1)M97%/0 /1 (47),g,/ /9f/F‘fz, ittaer /1r:/Z/.474'2, 1 OPTIONAL RETURN OVERHA O WITHOUT RETURN GRADE OF. ' IUMBER . ,' 10 PSF SOFFIT :. 2.PSF SOFFIT . 2X4 2X8. :.;2X1 2X6 • ; : 'No.2140 19 SP ' 3--1-12 4-6-12 3-8-1 5-1-4 ; ,. No2 19 SP 3-�3-13 1-9-2 - : 3-8-8 5-3-14 Na20 19 SP . 3-6-6 5-1-8 . ' 3-11-6 , 5-8-12. . No.iND 19 SP 3-6-5 5-2-9 3-11-6 5-9-15 No.1.= 19 SP 3-8-3, 5-5-10 4-1-7 5-1--6 No.10 19 SP 3-9-15 5-7-9 4-3-6 6-3-9 .. NOS 19 SP . ' ,'1-1-7 . 5-5-11 4=8-10 , 7-3-9 . 7-6-10' SS'19.,SP •2-7 6-7-3 I, 4-9-11 DSS, l'1 SP ;,4 35 6-8-10 1=10-12 7-8•-4': MINIMUM GRADE OF ; LUMBER T.C. 2X1:- No:211 .19 = SP E.C. 2X1' No:2ND ' 19 SP Webs 2X1 140.3 19. SP ST R. INCR..: ,.: 15 ; % DRAWN BY U.A. CHECKED BY : JAI REP. STRESS: YES 0.13658 '1lr STANDARD ROOF VALLEY DETAIL FREPJED ST IC Are WV la. St r!"JrtT IN TRUE -SE S L 11 d s!_ I 11 i`,� \11 PARTIAL R0b:= LAYOUT SupporlIng Truss vu.LET ►tea 2x3 EEO _ See note tat 3 Sxf3 sp1. Vigo) 1x1 3x5 spL.: NM Supporting trusses et 2-0` O.C. max NOTES= tai ?ravide C0r,Ti.nuois braz:ng on ver Tic_ls over 6'-3`. Connect bracing to veriicels w/2 -8d naffs and bracing must be tied to a fixed point et each end. {b). On spans over 24'-0'. edd ver1Ecals 51 6'-e' o.c. 'neX. Valley trusses et 2-8' o.c. max. 6s wedge naffed to truss w/2 -13d toe nails or bevel cut bottom chord of velley truss. Common Trusses )k MINIMUM GRADE OF LUBBER T.C. 2X1 No. 2ND 19 SP ac. 2x1 No. 2ND fi SP Webs 2X1 No.3 19 SP LOADING.- (PSF) L 0 TOP 30 7 BOTTOM 0 10 SPACING: 21 Inch Q.C. TPI-92 Crit. SSBC-91 STR. INCR.: 33 l DRAWN BY : P.C. CHECKED BY.: J.A.1. REP. STRESS: YES =UJ HiTek Industries Inc. .13658 f4 [�ps� (��rrr Approved for METek Irduslrles Inc. 710" CORNER SET ta: DEFT. oils -mil TOP CHORD CONNEC7;ON: r 5.0* JACKS - 1,9-D NAILS . IV JACKS - 2,2-D NAILS 12 � X. P _ ?u.l 5J i C 1 CHORD ONN=C I:C4 2,2-D K. L S 3Xi.. COMMON JACKS R_ACTIQW - SIZE 1--503 3S i--120 L5 3--103 1.5 15.97 5-5-5 2 3 3X4 TI CORNER JACK 1 7'0' SETBACK COMMON JACK CT YP) e5-1. PARTIAL ROOF LAYOUT 11.1"" DOUBLE BEVEL CUT AT Me END OE TOP AND BOTTOM CHCFIDS. 2 OPT3ORAL 2X3 VERT. 2x3, 5 I, ;4 1-5-6 3X1 t CORNET JACK 1ATE, Ti -CS L'O5IFi1 4ZS MEN CH—cCYM VITH 123 tt H t11K] .00. WALL H141 113 FT V.X. PROvi F t iron 1.T Sl.P,1ilC t:i.LL CDr2IECTIc S 150 Las J.T con -c1: JACJS L 250 LES 11.1-NI,MUM GRADE Or= LUMBER T 2X1 N,.2 19 SP F,C, 2X1 1d?2-19 SP \Jebs 2X1 No.3 19 SP LOADING _ L (PSF)• D To? 30 I5 BOTTOM 0 10 SPACING ; 21' O.C. TP1-92 Crit.. SSBc-91 STR. INCR. I 33 DRAWN BY r 7AN CHECKED BY : JAI REP. STRESS: NO 1 \\FL] MEE MI-ek 3ndusirles Inc. 1,16-0 NAILS AT CORivER � \�,� �/ /�)e( •. 1365€3 fl Approved 1kl '\ +dr1" 1 ries loc. STAN ADD FALSE BOTTOM DETAIL FIRTPARED By 144.HI OFFICEy P.0 BEARING WITHOl1T CANTILEVER CANTILEVER LENOTFI NOT TO EXCEED (a' -a' w!T OJT CoNSULTINO MITEK DC . FHC BRACE BOTTOM NOM AT MAXIh6JM 24' O.C. IN CANTILEVER SECTION. GOk5U.T TRUSS 94 UEERINC FOR LU' ER. PLATE SIZES AND ALL OT E DFCRw•TION NOT cN THIS OR,aN[NC JX4 PL. BRAG RECD. AT MAX ie'-e' o.c. ANC Q Jr3INTS. cTYP) *EXTENSION CAN BE LISEO FOR Puue SHELF f M&X. I9 NSF 2x4CTYPJ 5X5 St., IF AT VERTICALS. MAX r-4' Ski PL-WBLOOC 3X5 SPL MINIMUM GRADE OF LUMBER T.C. 2X4 NO.2ND 19 SP B.C. 2X4 NO.2N0 19 SP Webs 2X4 N0,3 19 SP LOADING (PSF) L D TOP 34 15 BOTTOM 0 10 SPACING: 21 Inch D.C. TAI -92 Crl#. SSBC-91 STR. INCR. : 33 1.4 DRAWN $Y , BV. CHECKED BY : JAI REP. STRESS! YES. MiTek Industries Inc. b) Nu9hma Maruafar3ud ng. Inc. ACCEPTANCE No.: APPROVO EXP1REg•. 89-0603.10 `i r,v ;,,arch 13. 109 9 March 13. 1992; 11SITI_CE_QE_ACCEPT,, CE: SPECILIC NDIVLONS The minimum header thickness shall be 1.7814 to achieve the full nail value. Maximum uplift loads have been increased by 33% for wind loading. No further increase is allowed. Reduce allowable, uplift load by 331 for normal loading such as in cantilever' construction. c) The bearing values are based on zero gap between the end:d>. the joist and the header. For gape up to 1/4" the following reduced allowable loads shall be used: JN -213 : 2717 lbs. max bearing JILA-218 : 2555 lbs bearing, 2717 max. bearing d) Max bearing allowable nall load has been increased 25% for seven day duration on load. e) Joist nails shall be driven through and clinched. SM • 4+. JIq•tle 4►cii we 4L • • r' • 1 11 . 11 Jam. 411 Il 4Ae. e 1. 4. 4. Jr n dktx 1Mt.111 4. JM1•Z1. 4. 11 D amond, P.E. roduct Control Supervisor Metropolitan bade'County -2a- Building & Zoning Department 1 t. 4. __Rumbas Manufacturing. Inc. ACCEPTANCE 110. i APPROVED EXPIRES N TILE OF' ACCEPTAncEj SPECIFIC CONDtT.O 1. This approval pertains to various sheet metal products<desigr►e connect and/or anchor structural wood members in accordance,14ith Section 2906.3 (e) of the South Florida Building Code.:. The1 followingjtems are covered by this approvals ;. JHA Joist/Truss Hangers Z Bar Hangers Foundation Anchors Rafter Tres Truss Hold Down Straps Truss Anchors 2, JHA ,loin t LTruss Hangers The metal hangers she'll be made .of galvanized to 'ASTN..; sheet metal with a minimum yield point of 33000U psi: TY models, dimensions, and safe working load shall. be• -air Model No. Gage Dimensions Fasteners Width Height Meader Joist JHA-213 18. 1 5/8" 13 1/2" 18-16d 3-10d JHA-218 16 1 5/8" 17 1/4" 24-16d 3-10d JHA-213 18 3 1/8" 12 1/2" 18-16d 6-10d JHA-218 .14 3 t/8" 16 1/2" 24-16d 6-10d JHA-413 .,1.0 3- 5/8" 12 1/4" 18-16d 6-10d JHA-418 .16 3 5/8" 16 1/4" 24-16d 5-10d te) 9 I Diamonds 4„130 2. Product` Corit l: c a7 v Metropolitan •Dar►ce 'Co t`y -2- - Building & umingiblwp then A11oeithIS`, t o0de s Uplift 80SrintiL ltax. t+ arie i obi 864 641 438 636 938 936 2340 2930'''' 2767 ; 2l3d'e 3240 4803 2430 263 3240 4003 _==«««tA.C.E.S Version 5.7»»-_-----[ 025325 ] Customer : RAUL-PEREZ Project #: 92110401 Truss ID : J1A Span : 0-8 Quantity : 1 «MARTINEZ.TRUSS» »== ThuiJJan #14:12:11:38 1993 Fa Top Pitch : 3./12 FORCES - GRAVITY LOADS 1-2= 0 2-1= 0 PROVIDE FOR 4 LBS UPLIFT AT JOINT 1 PROVIDE FOR 9 LBS UPLIFT AT JOINT 2 L. HL TO PK:0-8-4 LEFT HEIGHT:0-6-12 SPAN:0-8 REACTIONS - SIZE 1=-17 3.50 2=-17 3.50 4-. 2 RISE:0-8-12 APPROVED FOR MITEK INDUSTRIES INC. 1*—N"6"A:ks T1FiC �• i I.: Co o �c,i-T"' '� fit[. i ■ ` NO. i3a5$ ` * w ` ' "t pR1DF" `r‘ ANNIcvcc- 3 B 1��3 RIGHT HEIGHT:0-8-12 LOADING (PSF) MAX STRESSES TOP 30 15 TOP 1-2=0.008 BOTT 0 10 DEFL. < L/360 MINIMUM GRADE OF LUMBER TOP CHORD:2*6 No.2ND 19 SP SOT CHORD:2*4 No.L 19 SP WEBS :2*4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 120 M.P.H. WIND LOAD, WALL HEIGHT 12 FT, ENCLOSED BUILDING TYPE. PLATES ARE MITEK 1120-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMEYRICALLY(EXCEPT AS SHOWN}DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FCM PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. .==«s«[A.C.E.S Version 5.7»»=-=====[ 025324 ] Customer : RAUL-PEREZ Project #: 92110401 Truss ID : J1 Span : 1-0 Quantity : 3 FORCES - GRAVITY LOADS 1-2= 0 2-1= 0 PROVIDE FOR 58 LBS UPLIFT AT JOINT 1 PROVIDE FOR 17 LBS UPLIFT AT JOINT 2 L. HL TO PK:1-0-6 LEFT HEIGHT:0-5-12 «MARTINEZ.TRUSS»»»=== Thu Jan 14 10:11:34 1993 Family # : 205 Top Pitch : 3./12 == REACTIONS - SIZE 1=-165 3.50 2•-32 3.50 SPAN:1-0 RISE:0-8-12 LOADING L(PSF; TOP 30 15 BOTT 0 10 MAX STRESSES TOP 1-2=0.023 DEFL. < L/360 APPROVED FOR HITEIC INDUSTRIES INC. ...v,k,„4---Nt.':113:1,:o7t::11\k4/11t • 'N ATE OF r. '�'%. PCOR1Vp.` � ,i'TERE -4"" 2 RIGHT HEIGHT:0-8-12, -_ == = MINIMUM GRADE TOP CHORD:2*6 BOT CHORD:2*4 WEBS :2*4 STR.INC.: LOMB = 1.33 PLATE = :1.33 REPETITIVE STRESSES USED _ OF LUMBER No.2ND 19 SP No.& 19 SP No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 120 M.P.H. 'WIND LOAD, WAL. HEIGHT 12 FT, ENCLOSED BUILDIRG TYPE. PLATES ARE MITEK K20-259,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NOS DESIGN SPECS, SSBC,TP)-91 THIS DESIGN 1S FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH 1S ALWAYS REDO)CONSULT BLDG ARCHITECT OR ENGINEER. -=-«A.C.E.S Version 5.7»»=======( 025323 ]--- =-==<<<<MARTINEz.TRUSS» === Customer : RAUL-PEREZ Thu Jan 14 10:11:30 1993 Project 1: 92110401 Truss ID : J3A Family 1 : 205 Span : 2-8 Quantity : 1 Top Pitch : 3./12 FORCES - GRAVITY LOADS 1-2z 0 3-1` 0 2-3z-107 PROVIDE FOR 25 LBS UPLIFT AT JOINT 1 PROVIDE FOR 42 LBS UPLIFT AT JOINT 3 PROVIDE FOR 56 LAS HORIZ. REACTION AT JOINT 1 REACTIONS - SIZE 1=-131 3.50 3=-131 3.50 2 —8 APPROVED FOR MITEK INDUSTRIES INC.. 4X4 3 2--3 L. HL TO PK:2-9 LEFT HEIGHT:0-6-12 SPAN:2-8 ---_ = ====s, LOADING (PSF) TOP 30 15 BOTT 0 10 2 — ecfry,11 C4 z.,\17 STATE OF kk l `ter D -� RISE: ].-2-12 RIGHT HEIGHT: 1-2--12 MAX BOTT DEFL STRESSES 1--2=0.055 3-1-0.012 < L/360 =n=:131= MINIMUM GRADE OF LUMBER TOP CHORD:2*6 BOT CHORD:2*6 WEBS :2*4 ===== === asa= STR.INC.: LUMB = 1.33 PLATE REPETITIVE STRESSES USED No.2ND 19 SP No.2ND 19 SP No.3 19 SP 1.33 SPACING : 24.0 NO. OF MEMBERS in. 0. C. = 1 TRUSS HAS BEEN CHECKED FOR 120 M.P.H. WIND LOAD, WILL HEIGHT 12 FT, ENCLOSED BUILDING TYPE. PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRO A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SNOWN)DESIGN CONFORMS WITH MDS DESIGN SPECS, SSBC,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. «A.C.E.S Version 5.7>>»=======[ 025322 3 Customer : RAUL-PEREZ Project #: 92110401 Truss ID : J3 Span : 3-0 Quantity : 4 ========= _ _ FORCES - GRAVITY LOADS 1.2E 0 3-1. 0 2-3=-122 PROVIDE FOR 72 LBS UPLIFT AT JOINT 1 PROVIDE FOR 46 LBS UPLIFT AT JOINT 3 PROVIDE FOR 56 LBS HORIZ. REACTION AT JOINT 1 3 L. HL TO PX:3-1.2 LEFT HEIGHT:0-5-12 2 - 8 3 «MARTINEZ.TRUSS»»=== Thu Jan 14ly 1 :10:11:25 1993 20 Top Pitch : 3./12 REACTIONS - SIZE 1;-2$2 3.50 3;-149 3.50 - 0 3-0 3-0 APPROVED F01.4494FTNNALRIES INC. 1o.I 58 i LE �i R �p SPAN:3-0 LOADING L(PSFi TOP 15 BOTT 30 0 10 - - RISE:1-2-12 RIGHT HEIGHT:1-2-12 =_ MAX STRESSES TOP 1-2=0.072 BOTT 3-1=0.016 DEFL. < L/360 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED MINIMUM GRADE TOP CHORD:2*6 BOT CHORD:2*6 WEBS :2*4 OF LUMBER No.2ND 19 SP No.3N11919 SPSP < SPACING : 24.0 NO. OF MEMBERS in. 0. = 1 C. TRUSS HAS BEEN CHECKED FOR 120 K.P.H. WIND LOAD, WALL HEIGHT 12 FT, ENCLOSED BUILDING TYPE. PLATES ARE KITEK M20-258,216 MANUFACTURED FROM ASTK A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST SE INSTALLED OM EACH FACE OF JOINT, SYMMETR/CALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NOS DESIGN SPECS, SSBC,TPI-91 THIS DESIGN I5 FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRAC[NGCWHICH ES ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. - «A.C.E.S Version 5.7»»=.0==a=4a( 025321 ]==== ==« MARTINEZ.TRUSSa»»=== Customer : RAUL-PEREZ Thu Jan 14 10:11:21 1993 Project #: 92110401 Truss ID : J5 Family # : 205 Span : 5-0 Quantity : 5 Top Fitch : 3./12 33= 1-2m 0 2-3=•212 FORCES - GRAVITY LOADS 3-1= 0 PROVIDE FOR 95 LBS UPLIFT AT JOINT 1 PROVJDE FOR 79 LBS UPLIFT AT JOINT 3 PROVIDE FOR 96 LBS HORIZ. REACTION AT JOINT 1 3 L. HL TO FK:5-1-14 LEFT HEIGHT:O-5-12 REACTIONS - SIZE 12-392 3.50 3=-259 3.50 5-0 5-0 5-0 X33 APPROVED FOR MITEK INDUSTRIES INC. ,000,p1 .,r1r fi 58 • STATE OF r` ; 1°0 _01d& Ci ,.16.4 7,Cr'IERID {yam¢ ,193 3A SPAN:5-0 5-0 RISE:1-8-12 RIGHT HEIGHT:1-8-12 =3=3 LOADING L(PSFi TOP 1 BOTT 300 10 33 3 = MAX STRESSES TOP 1-2=0.221 BOTT 3-1=0.049 DEFL. < L/360 MINIMUM GRADE OF LUMBER TOP CHORD:2*6 No.2ND 19 SP , BOT CHORD:2*6 No.2ND 19 SP WEBS :2*4 No.3 19 SP STR.INC.: LOMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED SPACING : 24.0 in. NO. OF MEMBERS = 1 0. C. TRUSS HAS BEEN CHECKED FOR 120 M.P.H. WEND LOAD, 'ALL HEIGHT 12 FT, ENCLOSED BUILDING TYPE. PLATES ARE M1TEK 1420-258,216 MANUFACTURED FROM ASTH A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH YIDS DESIGN SPECS, SSBC,TPI.91 THIS DESIGN 1S FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT DR ENGINEER. ===«<<A. C. E. S Version 5.7>a»=:x==-==[ Customer : RAUL-PEREZ Pro3ect is 92110401 Span : 7-0-14 TOP CHORD 1-2= 0 2-3=-270 BOTTOM CHORD WEBS 3-1= 0 1 -8-8 ID ]=Truss = Truss : C.TS Quantity : 2 UI-1!! '.' AT JT. A_ AND _ I 0_,Ib; 4X4 L. HL TO PK:7-2-3 LEFT HEIGHT:0-5-10 «[<MARTINEZ.TRUSS»»>=== Thu Jari 14 10:11:17 1993 Family ># : 204 Top Pitch : 2.121/12 REACTIONS - SIZE 1■ -518 3.50 3=-330 3.50 7-0-14 7-0-14 7-0-14 APPROVED FOR MITEK INDUSTRIES INC. '*IOXI1 F IC,1 am► � F. r AND 658 STATE Of 45,4•••.., 4 ,L 4100)C" ,1.c. .: ,, � { ftif wi g '193 1X4 SPAN:7-0-14 LOADING L(PSF 15 BUTT 0OP 30 10 7-0-14 3 X4 RISE:1-8-10 RIGHT HEIGHT:1-8-10 MAX STRESSES TOP 1-2=0.468 BOTT 3-1=0.104 DEFL. < L/360 == STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES NOT USED LOADING STRESS INCREASE LOADING LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM MINIMUM GRADE OF LUMBER TOP CHORD:2*6 No.2ND 19 SP BOT CHORD:2*6 No.2ND 19 SP (7 WEBS :2*4 No.3 19 SP ('- PANEL(PLF) / JOINTS(LBS) 1- 2= 80 _i- 1= 18 SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 PLATES ARE MITEK It20.258,216 MANUFACTURED FROM ASTM A 446 CRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMITRICALLY(EXCEPT AS SHOWIODES]GN CONFORMS WITH NOS DESIGN SPECS, SSBC,TP1-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WH3CH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. -=r««A. C. E Customer : Project #: Span .S Version 5.7»»a. RAUL-PEREZ 92110401 16-8 TOP CHORD 1-2=•5017 2 -3■ -5849 3 -4■ -5849 4 -5■ -5178 BOTTOM CHORD 5-6= 5009 6-7= 5009 7-8= 4831 8-1= 4831 BOTT CHORD SPLICES:7-$=5X6; 5X9 F 4-8 4-8 WEBS 2-8= 508 2.7= 1083 3-7=-551 4-7= 893 4-6= 511 8-2 3-6 [ 025319 ]___ Truss ID Quantity . HG53 1 ««MARTINEZ.TRUSS»» === Thu Jan 14 10:11:13 1993 : 314 TopilPitch : 3./12 a== REACTIONS - SIZE 1=-1605 3.50 5■ -1710 3.50 5X8 2X4 2 3 11-8 3-6 5X8 4 4-8 4-8 L. HL TO PK:4-9-12 LEFT HEIGHT:0-6-12 ======= LOADING L(PSF1, TOP 15 BOTT 300 10 ----========= STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES NOT USED APPROVED FOR 16-8 5-0 Li 8 7 2X4 3X8 f 8-2 3-6 SPAN:16-8 6 2X4 11-8 3-6 RISE: 1--8-12 MAX STRESSES TOP 4-5=0.362 BOTT 6-7=0.756 DEFL.@7=0.22 < L/360 _ LOADING STRESS INCREASE LUMBER PLATE 1 1.33 1.33 LOADING TYPE UNIFORM CONCENTRATED PANEL(PLF) ! JOINTS(L85) 1- 2= 90 4= 158 4- 5= 90 6= 402 8= 402 16-8 5-0 S INC. Z1F fe, t No.13653 4 di ti f1-2-81 j IAN . 59� 6X9 5 1 R. HL TO PK :5-1-14 RIGHT HEIGHT:0-5--12 MINIMUM GRADE TOP CHORD : 2 * 6 BUT CHORD:2*6 WEBS :2*4 OF LUMBER No.2ND 19 SP No.2ND 19 SP No,3 19 SP SPACING : 24.0 NO. OF MEMBERS in. 0. C. = 1 5- 6= 20 6- 8= 35 8- 1= 20 = g�— fl PLATES ARE MITER M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED CM EACH FACE OF JOINT, SYMMETRICALLT(EXCEPT AS SHOWH)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. NOTE: JAIS TRUSS HAS BEE' CHECKED FOR _ ._'1L'H ^S WI +N SPEED. PROVIDE ANCHORAGE fq..1i{ _ 2 1 s I JLIFT .'NG FORCE AT 3T I_ AND 679'5 .'.bs . AT '7T 0 =<<< A.C.E.S Version 5.7aaaa==--= =[ 025318 ]=__===== ««MARTINEZ.TRUSSaa»i== Thu Jan 14 10:11:09 1993 Truss ID : H73 Quantity : 1 Projjectr#: 9921L10401EZ Span : 16-8 1-2=-2470 2-3=-2029 3-4=-2095 FORCES - GRAVITY LOADS 4.5■ 2029 2-6s 95 5-6= 1997 2-5= 36 6-1= 1997 3.5= 80 PROVIDE FOR 199 LBS UPLIFT AT JOINT 1 PROVIDE FOR 242 LEIS UPLIFT AT JOINT 4 PROVIDE FOR 39 LBS HORIZ. REACTION AT JOINT 1 BOTT CHORD SPLICES:6-7=5X6; l 4X4 1 6-8 6-8 6 5 6-8 6-8 L. HL TO PK:6-10-7 LEFT HEIGHT:0-6-12 9-8 3-0 Family # : 314 Top Pitch : 3./12 REACTIONS - SIZE 1=-901 3.50 4=-1034 3.50 5X8 5X4 2 3 16-8 7-0 APPROVED FOR M1TEK INDUSTRIES INC. „ t • PI • t. N • 1 .. 58 y fJ • • A +'. 11-2-81 JAN 4X4 4 2X4 3X4 LOADING L(PSFi BOTT 300 15 9-8 SPAN:16-8 3-0 l 16-8 RISE:2-2-12 7-0 MAX STRESSES TOP 3-4=0.440 BOTT 4-5=0.355 DEFL.@5=0.07 < L/360 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED 1 R. HL TO PK :7-2-9 RIGHT HEIGHT:0-5-12 as MINIMUM GRADE TOP CHORD : 2 * 6 BOT CHORD:2*4 WEBS ==_= OF LUMBER No.2ND 19 SP No.2ND 19 SP No.3 19 SP `! SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 120 M.P.H. WIND LOAD, WALL HEIGHT 12 FT, ENCLOSED BUILDING TYPE. PLATES ARE MITE( M20.259,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, STMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH MDS DESIGN SPECS, SSBC,TP1.91 THIS DESIGN IS FOR TRUSS FABRICATION ONLT.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. ===<<<<'A.C.E.S Version 5.7»>»===-===[ 025317 ]-____ -««MARTINEZ.TRUSS >»=--_ Customer : RAUL-PEREZ Thu Jan 14 10:11:04 1993 Project : 921104016 Quantity : 3ss ID : 3 Top Pitch : 3./12 Sgan -$_____ __. a= FORCES - GRAVITY LOADS 1-2=-1785 3-4= 1724 2-4= 2-3=-1780 4-1= 1724 164 PROVIDE FOR 182 LBS UPLIFT AT JOINT 1 PROVIDE FOR 226 LBS UPLIFT AT JOINT 3 PROVIDE FOR 47 LBS HORIZ. REACTION AT JOINT 1 BOTT CHORD SPLICES:4-5=5X6; 8-2 2X4 1 8-2 8-2 8-2 L. HL T© PK:8-5 LEFT HEIGHHT:0-6-12 SPAN:16-8 REACTIONS - 1K-901 3=-1034 5X4 2 } SIZE 3.50 3.50 16-8 5-6 16-8 8-6 RISE:2-7-4 LOADING (PSI MAX STRESSES L i7 TOP 2-3=0.671 TOP 30 15 BOTT 4-1=0.377 BOTT 0 10 DEFL.@4=0.06 < L/360 a=== == _= APPROVED FOR MITEK INDUSTRIES INC. ".0'1.�� NO136 7, 3 l ‘, RED 7" 11-2-151 ca - \% { R. HL TO PK :8-9-2 RIGHT HEIGHT:0-5-12 MINIMUM GRADE TOP CHORD:2*6 BOT CHORD:2*6 WEBS :2*4 OF LUMBER No.2ND 19 SP No.2ND 19 SP No.3 19 SP ==== --=_=-----_ ======= STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED SPACING : 24.0 NO. OF MEMBERS in. o. c. - 1 TRUSS HAS BEEN CHECKED FOR 120 M.P.H. WIND LOAD, WALL WEIGHT 12 FT, ENCLOSED BUILDING TYPE. PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GAD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST RE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EKCEPT AS SHOWN)DESIGM CONFORMS WITH NDS DESIGN SPECS, SSBC,TP1-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACINGCWHICH 1S ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. ===«(A.C.E.S Version 5.7>>»=_=-==-[ 025316 )-- Cus1omer : RAUL-PEREZ Project # 92110401 Truss ID : G2 Span : 20-2 Quantity : 1 -======= = _.z. _ as TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1-2=-4824 7-a= 6073 2-I2= 389 7.-2145 8.00 2.3=-4664 5-9= 6073 2-11■ 58 3-4=-3938 9-10= 5031 3-11= 366 4-5.-3938 10-11= 4524 3-10=-840 5-6=-5186 11-12■ 4471 4-10= 1639 6-7=-6292 12-i= 4471 5-10=-1444 5.9= 822 6-9=-1125 6-8- 466 =-.«MARTINEZ .TRUSS» = Thuilan#14.10:110:58 1993 FaTop Pi 1tch : 3./12 PLATE OFFSETS (X=LEFT,Y=T0P):(j11=3,23, 3-4-7 3-4-7 3X4 ! 3-4-7 3-4-7 L. HL TO PK:9-7-7 LEFT HEIGHT:0-10-4 --== =- 2 u 6-3-12 2-11-6 9-4 1 12-4-4 3-0-4 3-0-4 5X4 3X4 2X3 WEDGE 0-3-1.2 9-4 2-11-6 3-0-4 LOADING L(PSF] TOP 30 15 BOTT 0 10 SPAN:20-2 f_== SEIM =I 4 1 12-4-4 3-0-4 3X4 5 APPROVED FOR MITEKILAp USTRIES INC. 15-3-g 2-11-6 3X4 6 15-3-9 1 2-11-6 ^\ f40Rl0F 4<; /;: k t , ERED 20-2 1 4-10-7 20-2 4-10-7 5X11 7 R. HL TO PK :11-2 RISE:3-2-4 RIGHT HEIGHT:0-5-12 MAX STRESSES TOP 6-7=0.281 BOTT 8-9=0.907 DEFL.69=0.21 < L/360 STR.INC.: LUMB = 1.33 PLATE = REPETITIVE STRESSES NOT USED LOADING STRESS INCREASE LUMBER PLATE 1 1.33 1.33 LOADING PAWEL(PLF) / TYPE UNIFORM 1- 7= 90 MINIMUM GRADE OF LUMBER TOP CHORD:2*6 No.2ND 19 SP BOT CHORD:2*6 No.1ND 19 SP WEBS :2*4 No.3 19 SP 1.33 .'CIWTS(LBS) T- 1= 130 SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 PLATES ARE NITER M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED 0W EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGW CONFORMS WITH WDS DESIGN SPECS, SSBC,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACIHG(WHICH IS ALWAYS REOO)CO1SULT BLDG ARCHITECT OR ENGINEER. NOTE: THIS TRUSS HAS BEEN CHECKED FOR 110 MPH W J NO SPEED. PROVIDE ANCHORAGE FOR 2C),b . U:'L1F1;ris rC.T.CE AT EACH B:.. •.Jx'3'. . =Wit«<A.C.E.S Version 5.7?>»=_======C Customer : RAUL-PEREZ Project #: 92110401 Span : 21-8 TOP CHORD 1 -2■ -25578 2-3=-21140 3-4=-16476 4-5=-16476 5-6•-21140 6.7=-25578 BOTTOM CHORD 7-8= 24785 8-9= 24785 9.10= 20509 10-11= 20509 11-12= 24785 12-1= 24785 WEBS 2.12= 2535 2.11=-4594 3-11= 3700 3-10=-5341 4-10= 7720 5-10=-5341 5-9= 3700 6.9=-4594 6-8= 2535 PLATE OFFSETS (X=LEFT,Y=T0P):I,I9=3,31. F 4-10-7 . 4-10-7 TWO -3X7 Truss ID Quantity 1 7-9-12 10-10 2-11-6 3-0-4 4X5 4X5 13-10-4 { 16-9-9 21-6 4-10-7 { 7-9-12 1 10-10 4-10-7 2-11-6 3-0-4 3-0-4 2-11-6 025315 ]===--===«MARTINEZ.TRUSS>»»=-- Thu Jan 14 10:10:53 1993 G1 Family # : 110 3 Top Pitch : 3./12 REACTIONS - SIZE 1■ -8061 8.00 7=-8061 8.00 __ APPROVED FOR MI TJRIS�TRIES INC. Iri. Iy� ...,.. ),,A,, r ••' tip ` . r+��✓� �1FlC�� .� ;f, fe, r f N. 1658 w ATE �1 Vr { 13-10-4 16-9-9 { -21-$�e,�zri�� 3-0-4 2 11-6 4-10-7 g �g�3 5X6 4 4X5 5 L. HL TO PK:11-2 LEFT HEIGHT:0-5-12 SPAN:21-8 LOADING (PSF} TOP 30 15 BOTT 0 10 4X5 6 4-10-7 TWO -3X7 7 { R. HL TO PK :11-2 RISE:3-2-4 RIGHT HEIGHT:0-5-12 MAX STRESSES TOP 1-2=0.334 BOTT 8-9-0.849 DEFL. @10 =0.31 < =NZ =S MINIMUM GRADE OF LUMBER TOP CHORD:2*6 No.2ND 19 SP \ BOT CHORD:2*8 No.1D 19 SP e. L/360 WEBS :2*4 No.3 19 SP SPACING : 24.0 in. o. a. NO. OF MEMBERS = 3 STR.INC.: LUMB = 1.33 PLATE - 1.33 REPETITIVE STRESSES NOT USED LOADING STRESS INCREASE LOADING LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM PANEL(PLF) I JOINTS(LSS) 1- 7■ 90 T- 1■ 678 ** 3 ?(EMBERS NAILED TOGETHER WITH 16d NAILS 12 in. -D.c. or 10d MAILS 10 in. o.c.(CHORD AND WEBS), FROM EACH FACE ** PLATES ARE MITER M20-258,216 MANUFACTURED FROM ASTM A 446 GRO A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMITRICALLY(EXCEPT AS SHOWN)DE51GN CONFORMS WITH NDS DESIGN SPECS, SSBC.TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACINGCLHICH I5 ALWAYS REOD)COMSULT BLDG ARCHITECT OR ENGINEER. NOTE: THIS TRUSS HAS BEEN ,;HECXED O .2r Fr�� i✓H WIND SPEED. 11L '.:ROVIID ANCHORAGE FORD. 1` 74311,=_, . 1J}- F.L T1 NG FORCE AT EACH 1:;EAR I N( --«A. C. E Customer : Pro] ect 1: Span 1.2=-2455 2-3=-2D46 3-4=-2046 4-5=-2874 .5 Version 5.7»]>7=======( RAUL-PEREZ 921104 01 20-2 a= FORCES - GRAVITY 5-6s 2783 6-1= 2320 Truss ID Quantity LOADS 2.6=-352 3.6= 566 4.6=-839 PROVIDE FOR 274 LBS UPLIFT AT JOINT 1 PROVIDE FOR 272 LBS UPLIFT AT JOINT 5 PROVIDE FOR 60 LBS HORI2. REACTION AT JOINT 1 ;OTT CHORD SPLICES:6-7=5X6; 4-7-2 4-7-2 3X8 9-4 9-4 9-4 4-8-14 4-8-14 1 025314 T2A 1 3 mcsi REACTIONS - SIZE 1=-1093 3.5D 5=-1226 3.50 14-0-14 5X4 3 20-2 10-10 <«¢«MARTINEZ.TRUSS>»>»=_= Thu Jan 14 10:10:48 1993 : 103 TopilyP tch : 3./12 APPROVED FOR M1TEK INDUSTRIES INC. 20 1_ 6-1-2 gTATE OF 4 11-2-p is %%1 L. HL TO PK:9--7-7 LEFT HEIGHT:0-10-4 SPAN:20-2 R. HL TO PK :11.2 RISE:3-2-4 RIGHT HEIGHT:0-5-12 LOADING L(PSq TOP 30 15 BOTT 0 10 MAX STRESSES TOP 4-5-0.230 BOTT 5-6=0.590 DEFL.@60.10 < L/360 STR.INC.: LUMB - 1.33 PLATE = 1.33 REPETITIVE STRESSES USED MINIMUM GRADE OF LUMBER TOP CHORD:2*6 No.2ND 19 SP BOT CHORD:2*6 No.2ND 19 SP v' WEBS :2*4 No.3 19 SP _= == _= SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 120 M.P.H. WIND LOAD, WALL HEIGHT 12 FT, ENCLOSED BUILDING TYPE. PLATES ARE MITEK H2O-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN/ PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN/DESIGN CONFORMS WITH NOS DESIGN SPECS, SSBC,TP1-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. ==«ESA.C.E. cusamer : Project I: Span S Version 5.7»»» RAUL-PEREZ 92110401 21-8 1-2=-3246 2-3=-2394 3 -4■ -2399 4 -5■ -3222 FORCES - GRAVITY 5-6= 3120 6-1= 3146 [ 025313 ] «MARTINEZ.TRUSS»>»=== Thu Jan 14 10:10:42 1993 Truss,ID : T2 Family # : 103 Quantity : 9 Top Pitch : 3./12 LOADS 2.6=-861 3-6= 737 4-6=-634 PROVIDE FOR 282 LBS UPLIFT AT JOINT 1 PROVIDE FOR 281 LBS UPLIFT AT JOINT 5 PROVIDE FOR 60 L$S HORIZ. REACTION AT J01NT 1 BOTT CHORD SPLICES:5-6=W; 4X5 1 1 6-1-2 6-1-2 L HL TO PK • 11-2 10-10 4-8-14 2X4 10-10 2 REACTIONS - SIZE 1=-1313 3.50 5=-1313 3.50 5X4 3 21-8 6 3X8 15-6-14 4-8-14 2X4 4 APPROVED FOR MITEK INDUSTRIES INC. r ... .z� .� ��� .• •• "�-...te` :1 No. 13658 ..; , fit 21-8 "° .: 1.1='IBWA 1 6-1-2 10-10 10-10 4X5 5 R. HL TO PK :11-2 LEFT HEIGHT:0-5-12 SPAN:21-8 RISE:3-2-4 RIGHT HEIGHT':0--5-12 LOADING L(PSFI 0 15 BOTT 30 10 MAX STRESSES TOP 1-2=0.243 BOTT 6-1=0.673 DEFL.@6=0.15 < L/360 MINIMUM GRADE OF LUMBER TOP CHORD:2*6 No.2ND 19 SP BOT CHCRD:2*6 No.2ND 19 SP WEBS :2*4 No.3 19 SP ==s-= -_======_ === STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. 0. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 1-10 CANT. LEFT HEEL TRUSS HAS BEEN CHECKED FOR 120 M.P.H. WIND LOAD, WALL HEIGHT 12 FT, ENCLOSED BUILDING TYPE. PLATES ARe HITEK 1420-258,216 MANUFACTURED FROM ASTH A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXGEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI-41 THIS DESIGN IS fOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WH1CH 1S ALWAYS REO0)CONSULT BLDG ARCHITECT OR ENGINEER. - [«E[A.C.E.S Version 5.7» »----___[ 025312 Cusomer : RAUL-PEREZ Project 1: 92110401 Truss ID Span 25-3 Quantity Seat cut : 0-8 -----=_ 1 -2■ -6713 2-3=-5073 3-4=-5073 4-5=-6520 FORCES - GRAVITY LOADS 5-6= 6332 2-8= 92 6-7= 6330 2-7=-1585 7-8= 6545 3.7= 2046 8-1* 6541 4.7=-1369 4-6= 137 PROVIDE FOR 599 LBS UPLIFT AT JOINT 1 PROVIDE FOR 552 LBS UPLIFT AT JOINT 5 PROVIDE FOR 72 LEIS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X=LEFT,Y=TOP):1}2=3,5],137=4,2), 51C }_= REACTIONS - SIZE 1=-1495 8.00 5=-1362 3.50 «MARTINEZ Thu Jan 14 Family 0 Top Pitch : Bot pitch : == 11-2-8 8-4-3 12-11-8 I 17-6-13 4-7-5 4-7-5 L. HL TO PK:13-4-5 LEFT HEIGHT:0-5-12 ---ae:sc= LOADING L(PSF} TOP 30 15 BOTT 0 10 =_ - a=----�-- STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED NOTE: PROVIDE FOR 0,45 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING 8-4-3 5X4 3 8-4-3 ' 12-11-8 17-6-13 8-4-3 4-7-5 4-7-5 . TRUSS>>»= 10:10:36 1993 117 3./12 1.5/12 APPROVED FOR M1TEK INDUSTRIES 25-3 7-8-3 4-1 2514 7-8-3 INc. INTERNAL RISE:1-6-7 R. HL TO PK :12-8-1 SPAN:25-3 RISE:3-8-10 2526= 336 MAX STRESSES TOP 1-2=0.850 BOTT 7-8=0.931 DEFL.@7=0.63 < L/36 RIGHT HEIGHT:0-7-12 MINIMUM GRADE TOP CHORD:2*6 SOT CHORD:2*6 0 WEBS :2*4 SPACING : 24.0 NO. OF MEMBERS OF LUMBER No.2ND 19 SP No . 2 19 SP No . 3 19 SP in. 0. C. = 6 WEB 2.7 BRACED at 1/2 POINTS AS SHOWN ABOVE PROVIDE 2*4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 1D' 0,C. OVER DROPPED BOTTOM CHORD AREAS WHERE CEILING IS NOT APPLIED. Note:Use 1x4 or 2x3 Cont.Braciny can.w/2-8d naiia,ar T -brace of same site and prude cam. to narrow face w/10d nails 6 in. o.c. TRUSS HAS BEEN CHECKED FOR 120 M.P.H. WIND LOAD, WALL HEIGHT 12 FT, PARTIALLY ENCLOSED BUILDING TYPE. PLATES ARE MITEK M20-258,216 MANUFACTURED FROM AST$ A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED OM EACH FACE OF JOINT, SYMMETR1CALLY(EXCEPT AS SHOWN/DESIGN CONFORMS WITH NOS DESIGN SPECS, SSBC,TP1.91 THIS DESIGN 1S FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY 8RACIIG(VHICH IS ALWAYS REGD)CDNSULT BLDG ARCHITECT OR ENGINEER. ==-«<<A. C. E. S Version 5.7» Customer_: RAUL-PEREZ Proect #: 92110401 Span : 25-3 Seat cut : 0-8 [ 025311 ]====_==«MA.RTINEZ.TRUSS» »>.__ Thu Jan 14 10:10:30 1993 Truss ID Family # : 117 Quantity Top Pitch : 3./12 Bot pitch : 1.5/12 SS6 FORCES - GRAVITY LOADS 1-2=-6713 5-6= 6332 2-8= 92 2-3=-5073 6-7= 6330 2-7=-1585 3-4=-5073 7-8m 6545 3-7■ 2046 4-5=-6520 8-1= 6541 4-7=-1369 4-6= 137 PROVIDE FOR 599 LBS UPLIFT AT JOINT 1 PROVIDE FOR 552 LBS UPLIFT AT JOINT 5 PROVIDE FOR 72 IBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS(%=LEFT,Y=TOP):Ll'2=3,51,ij7=4,2), E1 -2r$ 8-4-3 8-4-3 8-4-3 1 12-11-8 17-86-13 8-4-3 4-7-5 4-7-5 25-3 L. HL TO PK:13-4-5 LEFT HEIGHT:0-5-12 -===---===--=== LOADING L(PSF} TOP 30 15 BOTT 0 10 : T1B REACTIONS - SITE 1=-1495 8.00 5=-1362 3.50 12-11-8 17-6-13 4-7-5 4-7-5 5X4 3 APPROVED FOR MITEK INDUSTRIES INC. \1w._r. l.**-6c,I A SAM DE . 16• } 7EREDkAxv,Nviriy 25-3 -1 \c;537-8-3 30 7-8-3 INTERNAL RISE:1-6-7 R. HL TO PK :12-8-1 SPAN:25-3 RISE:3-8-10 RIGHT HEIGHT:0-7-12 .¢ 3Q =_���-�.r MAX STRESSES TOP 1-2=0.850 BOTT 7-8=0.931 DEFL.@7=0.63 < L/360 STR.INC.: LUMB = 1.33 PLATE = REPETITIVE STRESSES USED NOTE: PROVIDE FOR 0.45 1N. HORIZONTAL DISPLACEMENT MINIMUM GRADE OF LUMBER TOP CHORD:2*6 No.2ND 19 SP '? BOT CHORD:2*6 No.2 19 SP !' WEBS :2*4 No.3 19 SP 1.33 SPACING : 24.0 in. 0. c. NO. OF MEMBERS = 1 AT ONE BEARING ======= WEB 2.7 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w/2-84 nails,or T -brace of same size and prude corm. to narrow face w/10d nails 6 in. o.c. TRUSS HAS-BEEN CHECKED FOR 120 K.P.H. WEND LOAD, WALL HEIGHT 12 FT, PARTIALLY ENCLOSED BUILDING TYPE. PLATES ARE 1I1TEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMIETRICALLY(EXCEPT A5 SHOWN)DESIGN CONFORMS WITH M1DS DESIGN SPECS, SSBC,TPI-91 THIS DESIGN 15 FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WKICH IS ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. ==Customer : Project #: Span S Version 5.7»'» RAUL-PEREZ 92110401 25-3 [ 025310 j========t«[<MARTINEZ.TRUSS>» 3=== Thu Jan 14 10:10:24 19 3 Truss ID : T1A Family # : 103 Quantity : 4 Top Patch : 3./12 FORCES - GRAVITY LOADS 1.2E-3717 5-6= 3392 2-6=-1017 2-3E-2713 6-1= 3600 3-6= 803 3-42-2713 4-6=-748 4 -5■ -3525 PROVIDE FOR 325 LBS UPLIFT AT JOINT 1 PROVIDE FOR 276 LBS UPLIFT AT JOINT 5 PROVIDE FOR 72 LBS HORIZ. REACTION AT JOINT 1 TOP CHORD SPLICES:2-3E5X6; BOTT CHORD SPLICES:5-6=5X6; 11-2-18 7-3-1 7-3-1 25-3 13-11-8 12-11-8 REACTIONS - SIZE 1=-1506 3.50 5E-1373 3.50 12-11-8 5-8-7 L. HL TO PK:13--4-5 LEFT HEIGHT:0--5-12 SPAN:25-3 -===-aa - _l_ -= LOADING L(PSF1 TOP 30 15 BOTT 0 10 18-7-15 5-8-7 5X4 3 APPROVED FOR MITEK INDUSTRIES INC. 12-3-8 T7")k i No. 13 25-3 6-7-1 sftoRiolh 30 s 1903 R. HL TO PK :12-8-1 RISE:3-8-10 RIGHT HEIGHT:0-7-12 MAX STRESSES TOP 1-2=0.373 BOTT 6-1=0.827 DEFL.@60.18 < L/360 _== STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED =_ - - -__=_= MINIMUM GRADE OF LUMBER TOP CHORD:2*6 No.2ND 19 SP BOT CHORD:2*6 No.2ND 19 SP < WEBS :2*4 No.3 19 SP ;'`' SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 WEB 2-6 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Brating com.w/2-8d nails,er T -breve of some site and grade cane. to narrow face w/1Dd avails 6 in. o.c. TRUSS NAS.BEEN CHECKED FOR 120 M.P.H. WIND LOAD, WALL HEIGHT 12 FT, ENCLOSED BUILDING TYPE. PLATES ARE HIM M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOW PLATE MUST SE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS 5HOWN)DESIGN CONFORMS WITH HOS DESIGN SPECS, SSBC,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FDR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)COHSULT BLDG ARCHITECT OR ENGINEER. ==.««A. C. E. Customer : Project #: Span S Version 5.7,E»=======_( 02 RAUL-PEREZ 92110401 25-11 Truss,ID : Ti Quantity : 5 1.2=-3865 2 -3■ -2862 3-4=-2862 4-5=-3864 FORCES - GRAVITY LOADS 5-6N 3743 2-6=-1015 6-1= 3743 3-6= 875 4.6=-1015 PROVIDE FOR 343 LBS UPLIFT AT JOINT 1 PROVIDE FOR 343 LBS UPLIFT AT JOINT 5 PROVIDE FOR 72 LBS HORIZ. REACTION AT JOINT 1 TOP CHORD SPLICES:2.3=5X6;3-4N5X6; CHO RD ORD SPLICES:5-6*5X6; 1-1-20 7-3-1 7-3-1 25-11 12-11-8 12-11-8 12-11-8 5-8-7 =a REACTIONS - SIZE 1=-1542 3.50 5--1542 3.50 5X4 3 18-7-15 5-8-7 309 1====-- = ««MARTINEZ TRUSS>>»=== TThhuuilan#14.10:110:18 1993 Top Pitch : 3./12 APPROVED FOR MITEK INDUSTRIES INC. 25-11 7-3-1 L. HL TO PK:13-4-5 LEFT HEIGHT:0-5-12 SPAN:25-11 12-11-8 RISE:3-8-10 R. HL TO PK :13-4-5 RIGHT HEIGHT:0-5-12 =-.____. -==a mss:= LOADING L(PSFI TOP 30 15 BOTT 0 10 MAX STRESSES TOP 1-2=0.380 BOTT 6-1=0.865 DEFL.@6=4.21 < L/360 ___MG STR.INC.: LAMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED MINIMUM GRADE CF LUMBER TOP CHORD:2*6 No.2ND 19 SP BOT CHORD:2*6 No.2ND 19 SP WEBS :2*4 No.3 19 SP If= aLC SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 WEB 2-6; 4-6 BRACED et 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracinp co.i .w/2 -8d nails,nr T -brace of same size and grade cone. to narrow face wj1Dd Trails 6 in. o.c. TRUSS HAS BEEN CHECKED FOR 120 K.P.H. WIND LOAD, WALL HEIGHT 12 FT, ENCLOSED BUILDING TYPE. PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRA A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHONN)DESIGN CONFORMS WITH IWS DESIGN SPECS, SSSC,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS RECD}CONSULT BLDG ARCHITECT OR ENGINEER. This safety+alerteym a - e't#e`iltl nrygiltb A ,you sea lhl"m"o'- BEG ir. , , �A'CAUTION CAUTIIONkIdentlfies; safe, operating ' } practlt:es or,tndtoates i nsets conditicriithat'cculd 'result iii 'pt3rs n ,ii f uiry ar darns e.to structures._ HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING,.INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES° it is the responsibility of the builder, building contractor, licensed contractor erector or erection contractor to properly handle and install metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness es with any other structural materiel..1PI doss nol intend these recommendations to be interpreted es superior to the project_ Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particiiTar roof orfloor.. These recommendations are based upon • the collective experience of leading technical personnel in the wood truss Industry, CAUTION: The builder, building contractor, licensed contractor,' . erector or erection contractor is ad- vised to obtain and read the entire.booklet °Com mentary and Recommendations for Handling, In- _ stalling & Bracing Metal Plate 'Connected Wood I-- Trusses, HIB-9i' from the Truss Plate Institute. . DAN GER:y.A DANGER, shit tie faIIureto foiicii-STrilrr ,w.tJ.,K a, :i -R�-. `V7�a +:rCr d., ' P F ing�wlli: most likely sresult kin' ser bus 'p' bens ,injuly'oir death or. daiitngato;structl irae : ,lt f A• . WARNING:- A WARNING describe a .d " wherefalluretofolloW `' instrubticiii . : se • vere personal injury or dar'rillfbt :to`at TRUSS PLATE INSTITUTE 569 D'Onofrlo Dr., Suite 200 Madison, Wisconsin 53719•` � (608) 63 900 • but must, due totho i,e1ure of responsibilities Involved, be pr for the use of s qualified building designer, Wilde?* the Truss Plate Institute. Inc. expressly, disclaims any° arising from .the. use, application or reliance orx¢lhrt information contained herein by building design rttiirs,}-1 others. Copyright 0 by Truss Plate institute Inc?°?; �ri h(a.frl document or eny.pert thereof must not be'reprodubitifill'sti3 j. ' written permission of the publisher, Printed Iri the M:Jfpfti#I fe1 CAUTION: Ali temporary ,bracing iitotitdd ,less than 2x4 grade Marked i�Frri• i ,,ail tions-should be made With WM. All trusses assumed 2'ori-ce .. ply. frtlsses should be conri cordance with design drawir► TRUSS STORAGE! aCAUTION: Trusses should _ not t=rbe unloaded on rough terrain or uneven surfaces which : could cause damage to the truss. 8"-10' 0'-10* Trusses stored horizontally shotlid be supported on blocking. WARNING:. Do'not break banding until lnstafla-. Lion begins or lift bundled trusses by the bands. WARNING: -Do hot u§e damaged trusses. +i:la�ii: rlri Trusses storedvertically,, shoUl d :b 'i braced to prevent toppling; or`tipplii DANGER: Do not store bundleli `properly braced t,' i ALL DANGER: Walking on trusses Whtcl1 jAr . ` fiat fa extremely dangerous afld stiiottid tf4 �l 13rohlblted. .%'r if s r1 Approximately truss length Approximately Y truss length Truss spans less than 30'. Spreader.Bar Toe In Approximately 1/2 to % truss length Less than or equal to 60' Spreader Bar Toe In Approximately Y2 to 3'i truss length Less than or equal to 60' Toe In Toe In I MECHANICAL INSTALLATION ►ARN1Nt3t I oiiot lift r4Ih grease t an 34a •tne• Strongback/ SpreadarBar At or above mid -height A Approximately- Vi 10 $`r truss length:' Greater than pprox malely., S to 3 truss length. Greater than 60' 0, CAUTION- Temporary,..bracing: shown In ;this summary sheens adequate for the installation. of trusties it wsliniEar+canfigr�ratEd�ns Goriseilt a "registered profe sEanai engineer Ifs i "ai eot .11 bras ng arrangement,1s;;des1' The'engineer.may design ,bracing wuin_accordance T11►s: RecommendedtDesigrl Specification for Temporary Bracing 'of Metal Plate Corr acted Wd i Trusses,:DSB-89 `aiid in sonic.cases determine that a wider spacing is possible, GROUND BRACING:BUILDING INTERIOR • iwr Ground braom'_ 4A dotal tiBGj`„ zod briar ma)`• t'It truss of braced .r— group of trusses Ground bract -- vertu! forty} dieund br rhos • drsgonsie {slap) More: 2"d ohdil hays •71eLi und wr,1 cap! 14 u - ftsar.� .,.��ti�al eaar • GROUND BRACING: BUiLDCh GET'E Ground brow • disganefe (Gapj oraimd br101 uortlral 1GByl Baot+up ground .' utaks - TYprrst atteshwsryt multiple naked St: h, CAUTION!: Ground bracing r"equired for ail Ir staI1ations`' 'Q Frame 2 d 12 „. 3 or errilir 416_ 00 1.24,0 6 • }�ri; rg a r' L SPAN .% k MINIMUM PITCH s;'' -a TOP CHORD ` LATERALBRACE- SPACING(LB " • y iOP CHORD . #e DIAGONAL,B SPACINtt'4DBS,y{.. 4j Ir sss] ` =s, ,' SPtDFi• PSPPJHF+ Upto32' 4/12 8' . 20... 10, = .;,4,1$i.,••_. r _, 7 ,, -'•. Over 32' - 46' 4/12 6' Over 46'-60' 4/12 5' 6;. i'c ;'4.;r, - Over 60' See a registered professional engineer DF - Douglas HF • Hem -Fir All lateral braces lapped at least 2 trusses. -Larch al'Iuretofollow these recommendations could result In $'I"al Tl Minna tot usse s o bulldlr gs $ SPAN °' :-- .. : . :: MINIMUM -1: . PITCH • ; ' . ` . DIFFERENCE TOP CHORD LATERAL BRACE, SPACING (LBO TOP CHORD • , . DIAGONAL/RACE SPACING (0B5) . I# truss:as) ySPiDF ti•IPF/HF Up to 28' 2.5 _ 7' 17 '2 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer OF - Douglas FIr-larch HF - Hem -Fir Continuous Top Chord Lateral Brace 1� Required SP --Southern Pine's': SPP,. Spruce-Plne-F1r 1 SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces - lapped at least 2 trusses. 12 ffr I`A im r, A I I I*11.1.11:1.1WA" 12 4 or greater BOTTOM CHbfin DikdeiN 313RA LATERAL BRACE SPACING (01 . SPACINQ(LI35) : ;'', [it t ea)' `ei U SP/DP ;$PF/H •- Up 32' 4/12 . ]5' _20 i6 ;a'':, over 32':48' 4/12 15' 10 „tf.. , Over 48' - fi0' 4/12 15' 6 , 1.144.:.1 Over 60' See a registered processional en _ Iriser.t,,, DF - Douglas Fir -Larch SP' Soutlson01ne HF • Hem -Fir SPF°•Spruce-Pine-Fir' _.wng Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. `1WARNINMY ailuretO followthese rec immendation couldresi�r>t severe. pers onat injury+ or t s maga;ta trusses o`Y' hidings. 44LoM li i';r wr-. a,i�:.l w..w,m:.+fK14.._.+y' .JI:+l:iii3�lyq�+ 'ii�s+E ur'�Su .44 — Permanent continuous . lateral bracing . •c: as specified by, the truss engineering. WEB MEMBER PLANE BO1TO Grog] at ea ' bulli Inte n •-•=- •••••-• x. SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD? ,- DIAGONA L BRACE SPACING {D13s) • ' L' trusses] SPIDF 6PF1HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer Oct? Douglas Fir -Larch SP - Southern Plne • i1F - Hem -fir SPF • Spruce -Pine -Fir The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagon:: Is ara asssntlal t stability an mustbe duplCat' both ends 0. Me truss system. 2x4/2x6 PARALLEL cHORb -must Continuous: Top Chord • Lateral Brace-: - , -- Required . 1 0".,01 Greet Attachment' Required r . WARNING Failuretofollowthese recommendatlons.could result 104+; kgq "rT4 � ••.,x .f'fKb i'_j41 'FA. "'-489a it severe personal �Injury orr damagetotruce o� ai gs 4x2 PARALLEL CHORD TRUSS:TOP CHORD End diagonals are stability and must be dup both ends of the truss system. ii h5 Continuous' e. Top Chord, r °' Lateral Brat,;, Required t :.c 10".O Attachrrieii Required. •sr".`: Truade troU •abet orietnte •in jiio-h5ril, rontel dlrik UOh Ib Usa this brats 0g' ;r' 1=: Up to 24' Over 24' - 42' Over 42' - 54' Over 54' MINIMUM PITCH 3/12 3/12 3/12 See a registered professional engineer TOP CHORD LATERAL BRACE SPACING (LBS) 8 7' 6' TOPCHORD DIAGONAL BRACE SPACING (DBS) i# trusses) SP/DF 17 10 6 DF- Douglas FIr-Larch SP - Southern Pine HP - Hem -Fir • SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. MONO TRUSS = PLUMB Truss Depth Dun) >:laximurn Misplacement • SPFJHF 12 6 4 • 12 —72 el greater Continuous TOP Chord! Lateral Brace' Required 'WARNING:, Failure to follow these recommendations could result in i' �1a -1, ..,re .tee eg . s ere pelrson ll injuryzor,damageto trusses r. b"tildings' Lesser of D/50 or 2" Plumb Line .INSTALLATION TOLERANCES ' Elfin) .;-Dj50; ❑m) ;.2e--': 1!z" 2' ;36"::.... 3J4",.. 3° . h8" ; 1"`ti. 4' s6O t1=1 4'' 13' 7,L"' ' • - 1-1/2" 6' .84" 1.3/4" 7' .96 ' 2., 8' -1a8"- 2: OUT -OF -PLUMB INSTALLATION TOLERANCES. 11-1!4— Frame 6 L(in) L(In) -. U200 . L(ft) 50" 1/4" 4.2' 100" 1/2" J.3' 150" 3/4" 12.5' Length L(in) t Lesser of L/200 or 250" 3O0" • Citet: tiF•PLANE INSTALLATION TOLERI ( l t G R 't nder no ' c rc le construction loads ° artydef vr1„uinbraced trusses ', ' fk .r. _ .. *. F r Y . IP;S}'f ,ij4 N rsf CITY OF C.07ZAL 93040812. Y ¢ ,_ :. T s PIEPOilT I 1°4•5.::10::::" y MECHANICAL CAL 0-0 010 2614 ANDERSON ID . C SEC : A 1 r f may;, m. 4 __**__ N4Td 1 INSULATION ,. 01 FLOOR • . GC,�I4''kAriy;:'.._.... . .. . .. . . ._ _......_ ;. _ ... _v ��� ii:"�"�-rit�r4"� • .. �nr.n._. MI��s�-R 87l� rtc.'1 -- -_ ._._...._�-.-:..."�......_..._. T !EFI1 ..pL__-. .Gr+;ri-7d,,cy. iv .a,. v ..... »...,..' ?�..-.,•..r.-+-� ._.. . , . ` f _ •. 1. ,.:r`' I _ 1 . i.:'T1FfiflL IYLf.7$E.0 9210008i i 920884 ""'"-'1.',T.71 7.1-..,::-.1.,.., a yea s c a ADDITION (1483.83 SQ YT), PORCH CONVERSION, TRELLIS, Palo - DRIVEWATE PATIO, EXT STEPS_, INTERIOR AL'TTERATIONS S12O 000 41180010270 IGNACIO iliklaiiNDA4 +SR!!►CIEL !► 2414 ANDERSON RD corm,. onus PTA 331344804 CORAL (Pius *RC A PA :$402 LOTE 11 1 12 SLR 4 LOT SIZE 100 .X 120 OR 12523.1009 05135 i 04/15/93 4 Li STOP AL"L WORK • .. ,0.Pa}RoV1:° } PLAN NOT BEING FOLLOWED 11 VIOLATION OF zoNir4•3 LA'A' E APPROVED REJECTED COMMENTS FROM TI -L ill: P C1 Da'_ F-ERM T NOT ON JOB • El A1-'PI-IDVEC FLANS NOT c» JOH * RE!",' aP Es TIQN FEE VIOLAT3 ON, OR NOT READY • • WORK OFTHIS CATEGORY MUST CEASL_ tinTIL APPFOVED COnnECTIONS ARE MADE. • ;REMOVAL OF THIS. CARD IS ILL(CM.. AMP SLIOJ::CT TO FINE. *!i%INSPEC ION FEE MUST : pit i Ci '= RZrw11r.-:JuLt!,JG,rS4trJ?'t-: !? INSPECTION. CALL THE APPROPRIATE: F HCFi* N i TO SCF IXIJL.E M iNSP i.CTIO FOl TIIE NEXT DAY 460-5265 rim-. 460-5563 • i PIJEUG WORKS:. 460-4026 r. 4 } I. 1-0'4','5 AT SITE Q6`F!Cr 3. INSPECTOR COPY'• 4"` • ,. J s7.• rfr i�' M1 "3 0 6^ 1P3? ' :. GA LzLE 93040812 2614 ANDERSON RD __- N476 F _INSULATION - 01 TL0OR colaT ACza PEREZ RAUL Ii 92100081 92086423 _ pko('u- p 41180010270-{1 VORACIO S GRMDA $W`GRACIELA 030103_.__ 00;210471 92083341 ADDITION (1483.83 BQ FT), PORCH CONVERSION, TRELLIS,, PAVER DRIVEWAY, PATIO, LIT STEPS, INTERIOR ALTEBATIONS $120A000 Tv 2614 ANDERSON RD - CORAL GABLES 71. 331344804 CORAL GABLES SEC A PE 15402 LOT$.I1 L I2ILE 4 LOT SIZE 100:X 130 OR. .12523-1009-0585 1 A - , tii: NILIyrsE-er"" : INSP. BY STEIN, EDWARD 13 04/18/93 �._ STOP.AILL ORK ,E `VIOLATION! d ZONING i.Alh' REASON : NOT READY t 40-5 rI � ! Arli,n v ''D F;..A" S Nic) , s FOLLOWED L:!PERMIT NOT -ON ;loot y� { As'i ;4Lv PLANS NOT of., •1 as:tt 1"fl 7hi FEE APPROVED REJECTED DUE ,: V!OLP. I s , NOT 'READY ri eNi c s, 1 t4 C 'ILA Q(4% Viµ, COMMENTS FROM THE INSPECTOR; .___ CC 4.,} E k... r Cc _ ikiLcOvo0 WORK OF THIS CATEGORY MUST CEASE. UNTIL A, -i'i ,v coF ;a _C"#"i Nti..AR►E MADE. REMOVAL OF THIS CARO IS ILLEGAL Am) SU -JJECT TC * SPECTION FEt` fiAi1S3 Ism PAID E S,FCin:.. n'E`,i17;`IIEDULI'^s* CALL THE 4P:AtOPRIATE NU- .)E.q Ti3 SC ?'s.L ic0. 3 ' C,.':€t? ' FO `t Ti°ie`: l T DAY .131:011D11:40.it ZONING: MIS4"EC O NL' ;t11k 460-5245 in 460-5563 - . . I''J3 Ei LEAVE AT -Sn71-. 2. L3'r3 EC 3. INS4 ^.'GT.-.'' C:Oi Y 93040812. 2614 ANDERS0N . In) • • gITY cw carAL cA Lf: s N476 i RE - INSULATION 01 FLOOR:. f EZ " RAUL L 92100081 k 92084421 92083341 ADDITION (1483.83 .BO FT), =PORCH CONVERSION, TRELLIS, PAVER DRIVEWAY, PATIO, EXT STEPS, INTERIOR ALTERATIONS 1120,_000 • 411800102701 IGNACIO 8 anDA 4! Guam iM+CIDWICA C 4i "BEC A 930103 • ' 002219371 Y: 2414 ANDERSON ID CORAL GABLES FL 321344804' CORAL CABLES EEC A P'8 9-102 LOTS 11 & 12 ELK•"4 LOT GIBE 100 1 120 OR 12523-1006 0585 1 CO1 PE11 O T ii.,r:th .n:.'r • IWSP.SYs STEIN, EDWARD E. 04/20193 STOP ALL WORK ., VIOLATION OF ZONING LAW a/' APPROVED E REJECTED DUE TC. COMMENTS FROM THE INSPECTOi : • gluon I NOT READY 1,.j Ar'li.-4 ;rF ! 6'3./868: h;'"T F-4 < ;C FoLLuw;r) 5 e [3 Pk_r.',1411 NOI. ON JC:i3 APpp ,..vr PLANS NOT CON JOE - Lei .s'ti:i fir? L,L TsG i r CI.: ,VIOLATION t40T READY WORK OF THIS CATEGORY I2UST Cf A$E. UNTIL A t,P 3VZ1) COMEC T IOG r s ANC MADE. REMOVAL. OF THIS CARD IS ILLEGAL AND D SUa J . T TO HZ ` :. *REINSPECTION FEF MUST BE PAID EEFORL RE•=C#t:i:'UF.IPQ CAU.. THE APPROPRIATE PHom.: NUM ER TO SCH :CIILE Air Ifa F Asti;' : r ... • i;';_ ,:Z T ESPY" BUILDiNc & ZONING: 4404245 245 W.:,-47.7677NPRM R - .4ca T ot r 460-4363 s. : d f: !,-10P : 4104026 t LEAVE: AT $tTE . . 2. 0, .1 . t .Il3iQ21637 . Or( - OF ' ORM;-c CABLES �''S kdt:'.: `it:N a?r67'.R1' i PCCT(Ot RrPORT K1iCHANICAL —gb-14V4DERSON V 0 SEC A .�._..• reff__ ---•K-.1— '. i"".: —r _i�-:, '�. 3' 131F;3I E 1'l� N3$ �c �i ^ REORANI �»# LLH CON0e0UCL' WL3RK ' 01 FLOOR C4PNTi{At":TOita IT.Gi `•7�7?JE FA C.0i. N[f1A::ta'i C *.0 WNW.T L0Nkz G CORP, vas o v 1 0004 38826 QLIA.I,IFE 1 _ ! __ PS I - , •:F: L GL};"- `E I da r n NANO CICSAK CI r 6 8662 898 �J 8 .-2.s,� y fir al *!'.E 7.z , mot.. .`r".",-.1------.. A 'LI�,: TiCiM N�f,:4.,.i,.�. ',op! rIa.-)L N It43i:,- 9$100081 $?086897 18083341 _u..: T•iri`.are4,s..ioa.r:. a. .. _.:.. r._.: ..In.� . 7:•:;—.7. _. :.. .: a.._.. � . :. .. .• . •.... .. ... . .. .. a :..,F � %:..��1: f'.7F .°« .... r .-. i ADDITION -41483.83 8R f+'L9 s PORCH CUNVEKSION, - TR Llal8II : I'AVXH - DI&L VEWAY ', l'AT, J 0!EXT STEPS' INTERIOR ALTERATIONS$120p000 PH OPE Pry CC7ESA — ' 4u4Ac1o a ?i'1.•%: VA 4118001029'0 S .(LkA DA &W QRACIELA • 2614 ANDERSON "ILD ;MULL' GABLES FL • 331344804' CORAL QABLE$ SEC A 112-5-.162 LOTS.1 A 12 MUL 4 LOT 81n 100 IL 120 UK. .12523-1008 -.686 is . -1., OAT S{ HF i Lfl E5 021/8!93 1 FLJ AF'PPOVM PLAN NOT BEING FOLLOWED' U STOP ALL NOR( ' VIOLATION OF ZONING LAW pm' A ROVED REJECTED PP• MIT NOT ON JOB FEPPBQ y €L7 PLANS NOT ON JOB * PEINS4EC: ION FETE . DUE .y TO: •, ' . VIDLATjOi NOT READY COMMENTS FROM TFi _INSF�ECTC)1.' 1:, 4 o I''J itn IPA --r t•Wf WORK OF THIS CATEGORY MUST CEASE UNTIL API R VED CORRECTIONS ARE MADE. { REMOVAL OF THIS CARD IS ILLEGAL AND SUIA3ECT TO FINE, * REINSPECTION FEE MUST BE PAID BEFORE RESS.1-IEDIJUNG ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUflt RER TO SCHEDULE AN INSPECTION FC7R THE. NEXT DAY A. t BUILDING & ZONIAI+ :8 5248 FIR 80� X83 INSPECT NUMMEEii jr 0 '1.1($04A PUBLIC r ORK06°-5038 1 'LEAVE AT SITE • x-:F';C.k 3 I3±SCPE'CIOf{ COPY ti i' 93021537 . MECHANICAL .2614 ANDERSON RD H. • N223] _ U - AOU ,*-. ECHANICAL AIR COND.DUCT WORK - K CAIR CONDIIflONING . COR.P 930201 ._T._ -` __6- r .r . � � 0006326 HONTAPO CESAR C - L 6883722 2661752 .:92100081 •!.tr • 91026997 r P .. . , •1 - 92083341 . h ;r ei ADDITION (1683.83 EQ !T),'.PORCH CONVERSION, TRELLIS, PAVER - - 1DRIVEWAY, PATIO, ZIT STEPS t INTERIOR ALTERATIONS $120, 000 OPE!4TYr.;r,i- _ _. .. r. • .. .._ J. 61180010270 I .IGNACIO 1.:GRMDA EW GRACIELA .. . C G SEC .fit 2616 ANDERSON RD CORAL GABLES FL 331344804 CORML GABLES .SEC A PD. 5-102 -LOTS 11 i8 12- ELK -4 LOT SIZE -100''2 .1.20 OR 12523-1009 06t5 - coPYRE•FITTVITK ZWSP.BT= CAUSLEY, MICHAEL T. REASON t NOT READY 4 .03/06/93 STOP ALL WORK. 0 -VIOLATION OF ZONfNG• APPF OVE flEJECTE'D COMMrz1ITs FROrt4 THE INsPvv oni:._; AF 't'UVL:I. PLAN: NOT Ei :11': FOi1:i D FERMIT l`1r7 i. Utd-E 7 j A'=I ;YCUVae C? PLAN;$ -Nr.., T OI' .i=:i 'OT.'.kA' • WORK or THitl CATEGORY MUST C .A '_ " UNTIL `n -Fs- O ZD C Pik=CTrON 1 ARE VADE,. REMOVAL OF THIS CARL) IS ILLEGAL ? UV titmmJEcT TO .F@i` u.. * REINSFECTION FEE MUST t':= MI;: BEFOrir RE5 . s;.r'. !."'k _+ A , ,tgf .3 inf.T-FCT1O Y. CALL THE APPROFIIIATE F`I-I FYr tqui: arli TO 3CF-if{?1R.E AN Iaw?*ECTICl FOP'; Tl1=_ NO( DAY BUILDING & ZONING: .460-5265 anc. 460-5563 uru 7. IEAVF AT SITE 2. OFFIC 460.5026 • { IN iP'FC'T fN N'JMrtl: [93051005 CITY or Cif€EAL GACL€.17 t • ECTIO REPORT i MECHANICAL 2614 ANDERSON RD C G SZC A N200 1FINAL .. MECHANICAL CONTa q^v7SJR f[', .,:_:',,,iif:iy 7 MC.O. NUMSLR IGNACIO S GRAfI'DA &V GRACIEE • Jib aL.`A._I`iri _ r..•rt,'pi% 3• --§ 7i.4MP- P ENco.x r'— tr.,.=....si.r�.:}•. o'• ..).—;,..1.I::... . :_ _ _ _ • =fir 1 ;.. i r :71! "'1 .. - c ,:.,. f :13i_ NUMCfr7 92100081 I 93026997 ' +� 92asss�t r r_: •�. ."'�13iTf�r.RF.�!'fe �1l7-..1'ei`e _. ,a'+_, .,.. ;.:_.._. ,,,,, ...�.. . . .. .r-. . .. : ,. . . . . i ADDITION (1483.83 SO FT), PORCH CONVERSION,-TRLLLIS, PAVER �1'FRTDRIVEWAT,T PATIO, ZIT STEPS'._ INTERIOR . ALTERATIONS .130,,000 - ._ .. en . .. . - d ..,Z ;.. 41180010270 j IGNACIO .$ . GRANXA &V NRACIELA 2614 ANDERSON RD CORAL SABLES SEC A PE 5 402 LOTS 11 & 12 1LIfi :4 LOT • RISE 3,00 .1e4t10 OR 13533-1009 0585 1 IIIiSP..833 CAUSLEY, MICHAEL T. REASON t NOT *EADT 1 4. 06109/93 ® STOP ALL WORK Q VIOLATION OF ZONING LAW 0 APPR0VE; REjECTED APPROVED PLAN NOT C ING FOLLOWED. 0 PERMIT NOT ON .300 - [JPPAOVED FLANS NO i ON JOB a� x }sEli`J: PCO I ION FEE TO: - V OU Tiat cal NOT READY - COMMENTS FROM THE Ir >r -CTc LA 4'+I••- 6) 1.-,! I6. '>f' �;�-"' :,+I,..� t„ VC:: l7 4 K 14—)t44-4—, 41 WORK OF THIS CATEGORY MUST CEASE, UNTIL AF'F - OVED CO IFIE plirioNs ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AM) SIFEU CT 7O FINE. *IREINSPECTION FEE MUST SE PAID EEFo .E RESC,LHE ULIttC !: SF'C 'Ti+JN. CALL THE APPROPRIATE PHONE NEUMSErt TO SCHt-CLILE AN INSPECTION FOR ;titE NEXT DAY BUILDING & ZONING' .460.4245 �I :_. `460-5563 t is wc�r 460...5026 ' 1. LEAVE At SIYI: 2. OtFIC 3 IM5:PCCTOR COPY • • f. 4 L n,w 7 . L• 93052005 !* i,r F: + $Cli" l.,: .:J. R-: I MECHANICAL 2614 . ANDERSON RD C ' a EEC A : . r„r:r iy`;=, ;F'rt' ' �, 1200 LTIIIAL — MECHANICAL _ew yy IGNAC I O 8 GRANDA &W GRACI EI`ii J_ _.__. '[II�"" 177J__ i C - `921043081 • a' x, 6997 10117 92083341 ADDITION (1483.83-SO4Th PORCH CONVERSION, TRELLIS. PAVER DRIVEWAY. JET TEPS,�_—..I TERIOR ALTERATIONS ...1120,_000 .- 41180010270 IGNACIO G J RAADA _ &W _GRACIELA :2 f 14 . PERSON RD _ ORAL -+ ABLER :. ._:;. 3.31.344 S.Q4 E1 CORAL GABLES SEC A PE 5-182 .LOTS 114 8 12 $LE 4 WT SIZE 104 Ej12 12523-1009 0385 • • , • F a•. INS.SYr STEIN', EDWARD M. REASON : NOT READY . it P ER-01 06104/93 hTOP ALL WORK VICLMION OF ZONING LAW APPPO TD. tf:J CT D } PLf iN-`- : NUT ON j0,3 NoT C N * ;-'. .":1•C 'c 1 Io I TO: V OLATIet4 .. `a '7! 3.''::4D tf coI�►1R?t i 6 F ROM THE: INS-LC'TCii. _ . ..._ of . - �`"`6 ` F'hr %1 + 4 �c Or 1HLS C TEGOF is �3 �ai� S .9 is +:` xi. ¢f :. .y4Px. 1 .t C• RF 4' ':c.. H ey y��', 5t aJ =r A: �a: t�„ 6�i �- a 1��: sr'.._,: � r.. 1. .. i-.Emov L OF THIS ct,.I", ? !a• ILLEGAL '.!"3') 1 ,,IFIC i TO FINE, Farr' -Si £;C:TiOri PPE 1r+9iJ ii eF. PAID t.,rror'.T RF5s 4 ;VItts ss Fi K CALL THE Ar ROI RIATt. Pl.J1,1€? ti11.31144Btla TO 5Chi:iULE An INS r4.C'fl J FCFt € , FrlcE F..D) ill-i-R-T:Hr4g ?PNIert;; 460.524 Ea" y.. 460-8563 11 4-lS4 v;�1S::-. _ _. __. _ _. _ i$..;,Wu.:.- 60-5026 • 1 i,a`.4VE• T CT! i?, , iC'F. .+, tES r 21 01 COPY r 0510-0'5 . -26i iii1DERSON .-RD Gild' 00 eprIAL C., :_,LEs F y��+!�! �r W.SP .C•TION t1 IT r 14E ':tA3 ICAL rr. C EEC __-?- r,___ AL --MECHANICAL -_ __ —I & E RA1 DA &V -GRACI _.. r27-74 7iiiiiION'41483.63 $Q FT) , PORCH DRIVEWAY, PATIO, .FIT STEPS, i a oa�0 i IGNACIO a av GRkCIKLA 2614 ANDERSON RD . • CORAL GABLES FL 831.344804 :W CORAL GABLES •SEC. A PB .5-103 LOTS 11.1 13 SLR 4 LOT SINE 100 V120 OR 1.2523-1009 0585.1. • • INSP.$Y STEIN, EDWARD H. REASON r NOT READY 06110193 STOP ALL WORK 0 VIOLATION OF ZONING LAM Q El APPROVED El : ppRovr i rE.At+ Nr r WT.INO FEIL.LOVV .D El PERMIT NOT ON JOB L J .APPRCJ If_D PLA1 NOT ON Jon.- • *r' EIN 9P a;TION FEE. El REJECTED CUE TO: VIOLATION • COMMENTS FROM THE INSPECTOR: .. ;._ WORK OF THIS CATEGORY MUST CEAST; UNTIL AivnovEzi CO r CTIOi4ti ARE MADE. REMOVAL OF THIS CARD IS ILLEC$ L AND SUE JECT TO F`i;'K:M. * REINSPECTION FEE MIDST BE PAID Iu, OF:. E a!: i l}UL3:'C AN,24•s"??T'" igiPLCTi- Day. CALL THE APPRDPRIATE PHONE Nil e R TO SCHIr JULE AN INSPECTION For, THE NEXT DAY BUILDING & ZONING: 460-5245 fi n. 460-5563 !Ns-Er'rQR Nimprri Z-2" !,!1.0N(.1-011- • 1LEAVE AT S!•{ E c.' ?F`s'i . - 3. irs.PtcrroR COPY 7 • 93052005 — _____2614 _ NDERS621 _RD N200 I aLJ XJAL -:_ CAL i t• IGNAC'IO_8_ ._GRA ZLA ..,@. "'Ti 7 j •y >nt +'s* -fie,- ^�^ :7! .^! Rr:r ',a 92100081 ! !3825997 +` IN CT;DN REPORT CITY 00 COPAL GAEILES }" 'crimi' azEawtr .IlEC NICAL C_ _4 _SEC _A_ _7:57,47 VITA•011751v= • i-J.�!i7HE TF IEfiRt[ tiE .Ah G,.l: N Mt1Fei 1208,441•- , ADDITION (1483.83 80 1'T) ,r PORCH CONVERS ION, TRELLIS r PAVER DRIVEWA!,�.. PAT I04 1X STEPS, :INTERIOR ALTERATIONS - 4120 000 • 41180010270 - 1... GNACIO.J._..oR1119?A 1� GRACIEL?i 2614 ANDERSON RD __CORAL tI LES_TL__._33.344804 1 CORAL CABLES EEC A PE -101 -.LOTS 11 1 -12 ELK .4 LOT BITE 100 Z 120 OR 12513-1009 0585 1 '05/28/93 'STOP ALL. WORK E VIOLATION OF ZONING LAW APPROVED REJECTED . T - *OWNER —BUILDER* T_ !?arg �F�rr�ss i• j• L! AF"' OVED FLAN NOT BEING FOLLOWEDPL MIT:NOT ON JOB D APPROVE!! PLANS NOT ON [ 'I RE.INEPECTION FEE : VIOLATION NOT READY Leam a LA U I 1„ `i TFI e COMMENTS FROM THE lNSP:LC:TOfl: - �. WORK OF THIS CATEGORY I'J'U T CEASE: UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND U JECT-TO FINF.. *REINSni:CT'10N FEF MUST'i:•i PAt#?.ELTOSE RESCHEDULING At-loll INS'xl CTiON`i. + CALL THE: APPROPRIATE PHONE N W' t TO SCHEDULE AN IU " CTIDt'I For, THE NEXT DAY BUILDING & ZONING: 460-5245 : FIRE: 460-5563 . PUBLIC WORK: 460-5026 4t, ov 1. ',EMT F AT SITE 4,., 2. OF 3. 1Fi3PECTOR COPY t•—• .0,r ,,.x fir.-.. �'..- • • ;t iN £N:.^,TI.1rr NII.N£3 `i- -� 93081590 CITY OF CORAI. GASiES .r tNNSPECT1ON REPOST •! TRUCTURAL Y '___7_404JANDERSOWRD C G SEC A �. $41,1_ ...FINAL _-_-STRUCTURAL _. .... «r - -. coNTHACTCn -. J1J. E.F4irine€ hi"OA, MAMA PEREZ RAUL L 930103 02219871 w T sip"°'., ",-177t+rtet R €�i-tt€. 32083341 . .l.j-. Nlt •'-r`: 1R.�:� r .. . �. .. .�..L.ax., ..f .rl st y,N ,e awieY.•v .....w,. ++Y�1+ ` ✓v-A i..�r... ....a..T.... .. .. .... .., 4.,t. .vs ADDITION (1483.83 B+Q PT)", PORCH C0NflRSXOaN, TRELLIS, PAVER 9210OOs1 1 92oe642 _DRIVEWAY .PATIO, XXT .8' # INTERIOR ALTERATIONS $x20-,000 , `4L140014274_ •:L1GNACIQ 8 GR 4NDA &W GRACIEIJ1 ANDERSON RD GABLES. 1.._ 331.34480i. ' • CORAL GABLES SEC A PB 5-102 LOTS ,11 :& .12 . BLK. ;4 LOT •SIZE 100 X 120 OR 2523-1009 0585 1 77"-- <4 . 08/23143' ST G' ALL WO ri VIOLATION OF ZOP:Nt.. AW. 0 PROVED APPROVED PLAN NOT BEING FOLLOWED L - PEfiMurNcn ON JOB 0 APFPriVED -FLANS NOT ON JOTS - REtNSPECTIQN FEE EJECTED DU ► OLATi17 I NOT READY,. * THERE Ili AN AUTOKATIC 1tEI SPECTION Ii INSPECTION IS ACTED': CO :?NT5-F `•)sttr THE INSPECTOP • _ - ....491474e4 WORK OF THIS CATEGORY MUST CEASE. UNTIL 14PrRi31IEIll.CC3..€3LCTI(lNS A = bE. REMOVAL OF THIS CARD• IS ILLEGAL AND SUBJECT TO FINE. *REINSPECTION FEE MUST BE PAID BEFORE IRES :HEDLUUING ANOTHER INSSPECTIrJ ;. CALL THE APPROPRIATE PHONE HUMBER TOO SCHEDULE AN IN ;PECT'.C':''a FOR T'•i;; NEXT DAY BUILDING & ZONING: _ 460-5245 INSf E4:TI•)Fl ti{I.1ML3L,1 i f i. Turt FIRE : 0-55 • 1 LEAVE AT S DFFICE V. 3. INSPECTOR COPY 60-6016 At 044,7 93081492 CJ 1 OF CORAL GA44-.F 7 INSPECTIO E- REPCr T ZONING 2614 ANDERSON RI) CGSEC A I 1901 1'fFINAI - ZONING Fri61,5_ FBREZ RA13L L i .:'990109 002219671 ;Alt - =2'1=4_, Ccn,tROLrit IO':Faa } 92100081 .._.I 92086423 .,. _92083341.,... - - ADDITION (1483.83: FQ VT) # PORCH CONYERS ION , TRELLIS,, PAYER DRIVEWAY. -PAT IQ#._ '. 0TE?8,_ INTERIOR ALTERATIONS .11204100 41180010270 ONAcxO GRANDA &w ORAcIELA 2614 ANDERSON RD CORAL GABLES FL _131344204 CORAL GABLES SEC A IlEt B-102 LOTS Ix t 1.2 ELK 4 LOT. NIEE 100E 120 :OR 12323-1009 0689 . VIOLATION OF ZONING LAW EJ AP -ROVED PLAN NOT BEING r ). ❑ F'CFIVIII NOT .0N JOE] : APFsQVEO PLANS NOT ON JOB' * RI INSPEOT1ON.FEF VIOLATI# NOT READY" WORK OF THIS CATEGORY MUST CEASE UNTIL Al DVE.D CORRECTIO IS ARE MOE, REMOVAL OF THIS CARD IS ILLEGAL AN. SUBJECT TO CIPM. *REINSPECTION FEE MUST BE PAID BEFOiIE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMf EFi TO SCHEDULE AN INy PECTION -FOR THE NEXT DAY BUILDING & ZONING: ' 460-5248. 1/Eii 460-55363 • ,NSP CTDf NL'Mt 3 - il;-D•r41FYF: XCt 1 LEAVE AT sfrg 2: 0FFIC 3. ; 4 :s ECTCR COPY PUBLIC WORKS: k081422_ 26,1t. ERSaf -. E90L_ _L .."-..Z ZJG 1 CITY OF CORAL GALIE.BS mist] .CTiON REPORT 12100081. • a JIEC f fR1 M G tJ I_. NLIMitEfi :__,777„9022A9871 -ems ......F.al. „a -•-•(" L22066423 92083341..; ADDITION (1483.83 BQ TT), PORCH CONVERSION, TRELLXB, PA' 11 IYEWh3C EXT .STEPS INTERIOR -ALflRA IONS -$120,000 I 1130010270 _ GNACIO E. GRANW 4W,$MCIELk 2614 ANDERSON RD -C9pAte . R. 'L•�--.- 33134481 4 -: T L., z. ,.._....,.�--.mss__. ._ CORAL GABBLES SEC A FE 5-102LOTS 11 % 12 ILA 4 LOT SIZE 100 1120 OR 12521-1004 0585 1 08120193 [1 'STOP ALL WORK 111 VIOLATION OF ZONUJG LAW El APPROVED LI REJECTED .M COMMENTS FROM THE INSPECTOR: 4 ,1 APPROVED PLAN NOT BEING FOLLOWED 0 PERMIT NOT ON JOB 0 APPROVED PLAW NOT ON JOB 0 * REINSPECTION FEE g. Crt, vio WORK OF Ti -HS CATEGORY MUST CASE UNTIL APPROVED CORRECTIONS /ME. MADE. REMOVAL OF THIS CAM IS ILLEGAL AI" b SUBJECT TO FINE. * PEINSPECTION FEE MUST 9E RAID BrIFORr Rx: CH#EOULING ANOTHER INSPECTION - CALL THE APPROPRIATE PHON`: NLFACER TO SCHEDULE AN IN ;P CTION FOR THE NEXT DAY BUILDING & ZONING: 460-5245 ' T011/10 41' T. LEA AT SIT 460-5563 PUBLIC WORKS: 2. DF? 11 _ fNSPLcTOR COPY : 1111111 11111 11111 11111 11111 11111 1111 1111 9210 00:;)x No, 396 ZITY.OF CORAL GABLES 2614 ANDERSON RD. DATE: /0— — 6 — z PERMIT APPLICATION PERmn. #92/000S'I ALL OF THE FOLLOWING MUST BE FILLED IN BY APPLICANT ACCORDING TO FS 713.135 Application # 207)1.041 Square Footage: l Type of Permit: Pi Building 1 1 Mechanical [ 1 Plumbing [ ] Roofing Control # C Y331 I Estimated Cost $ if 2-01 00c, [ ] Electrical 1 1 Zoning [ ] Sign [ ] Misc. Check one of the following: yf, Contractor: MCOL # —12 [' ca - I [ 1 Owner/Builder CONTRACTOR'S NAME: Atli L, ,t7/4" 2.- Phone Number: Ei f S 2.96) Address ]Q 3c) 1/.01Li,oxiig Aim City ea/2A 6 State [/ Zip Code 32/3V ARCHITECT/ENGINEER NAME: W A Y G[�` /I / 4-04-r Address 163 2 'I Ti / L /jig City Phone Number: rf S 5'' 2 .-4) State ?/ Zip Code 33/3 3 SITE ADDRESS 02 47i `!r r9 'P ep2sa"1-) LEGAL DESCRIPTION: Lots i ► 9' f Z Block 1 Folio # Section !► Li " .'-!ate OWNER'S NAME: 4 i{% S! rJ Gi7.Q,9. /.4.0- Phone Number: V}4..2/� 5 Address fo / y lit9C, x-st ) City C -474.41f Gate State P1 Zip Code JO /3 V MISCELLANEOUS WORK DESCRIPTION: cid( hoe, Po A et) ic „wee -5,00 Pa, (2, ) Ek - 34Cp5 IV\ I -Invallo \ , e 1 Feinc,k1 (7,8,3 co 'ajf Application is hereby made to obtain a permit to do work and installations as indicated. I certify that no work has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating the construction in the City of Coral Gables. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING, AWNINGS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate a t that all work will be done in compliance with al pplicabie laws regulating construction and zoning. DATE:. /0 NOTARY AS TO OW j ER WrIAPY CUUBBLIC STATE OF FLORIDA My ComanisSIIM I'. + • l;tilik DIP JULY 15, I993 BONDED FLBU E Signs e: r' TRACT * ' (OWNER/BU ,y ER) DATE: /49 - NOTARY AS TO CO 4CTOR NOTARY aL1C STATE OF FLORIDA My Commission Ek SI ON XP J LY 15 1 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. FEES PERMIT FEE $ 32 - BOND 1 20!). CODE COMPLIANCE LIEN FEE RADON GAS 9 Ye TOTAL FEE $ 30/3g ! q CITY OF CORAL GABLES BUILDING DEPARTMENT 405 BILTMORE WAY CORAL GABLES, FLORIDA 33134 PLUMBING PERMIT APPUCATION cl 11 )-clc( BULL I NO. q72— i o �T - - - - PER TYPE PP'LE1w4@6 NO 1 I b ( 1 NUMBER RGH SET FEE / /► i P4142-5:3Z, (C�+ ac r' , A gg !j / BATH TUB BIDET ■ Phone DISPOSAL At • *° e f /. / / / .•• t tdei A. of 6, ths,L+ DRINKING FOUNTAIN FLOOR DRAIN Lot Block Subdi ':ion GREASE TRAP INTERCEPTOR Present or Proposed Use of Building LAVATORY LAUNDRY TRAY Old I New No. of Bedrooms l! CLOTHES WASHER SHOWER Application is hereby made to obtain a permit to do the work and installations as hereon indicated, I certify that no work or installation has been effected prior to the issuance of said permit and that all work will be performed to meet the standar s of all laws regulating construction in Dade County and t C. i Gables - Signature of ast a of or Owner Corrrr. Cart. No. SINK TEMPORARY WATER CLOSET URINAL WATER CLOSET INDIRECT WASTES ICE MAKER WATER SUPPLY TO: ■ Contr. Social Security No. AIR CONDITIONING UNIT Date of Issuance Insurance Date Issued By; FIRE SPRINKLER HEATER - NEW INSTALLATION 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. HEATER - REPLACE LAWN SPRINKLER - WELL SWIMMING POOL WELL WATER SERVICE PLUMBING INSPECTIONS SEWER CONNECTIONS Y SEPTIC TANK CONNECTIONS SEWER CAP 2-1 GROUND 9 ROUGH SEPTIC TANK /" TUB & WATER PIPE RELAY PUMP & ABANDON SEPTIC TANK SEWER SOAKAGE PIT - CU. FT. SEPTIC TANK CATCH BASIN INTERCEPTOR, GREASE, OIL S POOL PIPING DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET FINAL PLUMBING SOLAR WATER HEATER SOLAR WATER HEATER REPAIRS POOL PIPING LAWN SPRINKLER SYSTEM THE OWNER'S AFFIDAVIT: 1 further teddy that all work will be dorre by me personally, for myself. without any outside help, other lhan a licensed & duly qualified Contractor as requned by law, si?ned REINSPECTlON CAP FIXTURE TOTAL FEE Whits - INSPECTOR'S COPY • Green - APPLICANTS COPY RECEIPT# 068486 CITY OF CORAL UAbLhS BUILDING PERMIT INVOICE 92110453 CONTROL . PAYNE 92113267 NhC:A PORTABLE CHEMICAL TOILETS YO BOX 116 MIAMI FL 331420000 THE FOLLOWING CHARGES ARE BEING ASSESSED FOR APPLICATION #92116293 DATE: TIME;: MCOL# PHONE PERMIT PROPERTY: 41180010270 CORAL C;ABLKS '..iLCT1ON A LEGAL ULSCH : CORAL GABLES SEC A Pia 5-102 LOTS 11 & SITE ADDRESS: 2614 ANDERSON RD PAVE 1 11/09/92 12:07 001973206 - 93-0212 ISSUANCE OF 12 CODE DESCRIPTION *CHARGE:* *QTY* *AMOUNT* ULM.ACC'i P208 ROUGH -IN ThMJ OHAEY WATER CLOSET F442 Sh'! TEMPORARY WATER CLOSET P013 PLUMBING MINIMUM FETE S998 CODE COMPLIANCE FEE - METRO DADE COUNTY 1000 Appx Colt ======_=11C 7.00 7.00 35.00 0.50 ********** TOTAL: PLEASE PAY THIS AMOUNT ********* RECEIVED BY: Lsh. 0 0 1 1 0.00 001322150 0.00 001322150 35.00 001322150 0.50 001208300 $35.50 ********* DATE /_1 t i CASH,ri c:E(: 144r 005 — CUSTOMER RECEIPT# 067224 92100108 CONTROL . PAY LPL CITY (W CORAL GA1}LF;S BUILDING PERMIT INVOICE 92083341 PEREL HAUL L 1030 VALENCIA AVE CORAL GABLES FL 331340000 PAGE 1 DATE: 10/06/92 TIME: 10:21 MCUL# 002219871 PHONE - 93-0103 THE FOLLOWIN(. CHARGES ARE BEING ASSESSED FOR PERMIT APPLICATION #92086423 ISSUANCE OF PROPERTY 41180010270 CORAL GABLES SECTION A LEGAL DESCH: CORAL GABLES SEC A PH 5-102 LOTH 11 & 12 SITE ADDRESS: 2614 ANDERSON HD CODE DEscRIYTION *CHARGE* *QTY* 5003 HATE CLASS 01 - 1000 SQ. FT. AND OVER 1597.83 sq. ft. s121 Residential addn. - single family - one level 1597.83 Sq. ft. 5202 HATE CLASS 02 - 1001 & OvER SQ. FT. 2527.93 sq. Ft. 5290 Residential int. alt. - single family house 2086.93 Sq. ft. s298 Trellis 441.0 sq. ft. s303 HATE CLASS 03 - 1001 & OvER SQ. FT. 1506.70 Sq. ft. s329 Driveway - new - interlock pavers 651.03 Sq. ft. s350 Patio - new 618.37 sq. ft 8376 Steps - exterior 237.30 sq. ft. 5602 BATE CLASS 06 -- 0101 TO 300 L.F. 195.83 L. f. 5637 Fence - c s 130.83 sq. ft. 5634 Fence - chain link 65.0 sq. ft. A011 LESS BOA FEE (UPFRONT FEE) 120000 Appx Cost as=a *AMOUNT* GLM .ACCT 928.81 1 0.00 984.80 1 0.00 1 0.00 160.35 0.00 0.00 0.00 1 1 1 1 1 54.20 1 0.00 1 0.00 1 -360.00 1 928.81 001322110 0.00 001322110 984.80 001322110 0.00 001322110 0.00 001322110 160.35 001322110 0.00 001322110 0.00 001322110 0.00 001322110 54.20 001322110 0.00 001322110 0.00 001322110 -360.00 001322110 CUSTOMER RECEIPT# 063224 CITY OF CORAL GABLES. BUILDING PERMIT INVOICE PAGE 2 92100108 CONTROL PAYEE 92Ut3:i341 PEREZ ItAUL L 1030 VALENCIA AVE CU1tAL GABLES 1!'L 331340000 DATE: TIME: MCUL# PHONE THE FOLLOWING CHARGES ARE BEING ASSESSED FOR PERMIT APPLICATION 192086423 PROPERTY: 41180010270 CORAL GABLES SECTION A LEGAL =SCR: CORAL GABLES SIC A Ps 5-102 Ld.11S 11 & SITE ADDRESS: : 2 614 AN1Th k(SON RD 10/06/92 10:21 002219871 - 93-0103 ISSUANCE OF 12 CODE DESCRIPTION *CHARGE* *QTY* *AMOUNT* GLM .ACCT A012 LESS BOA FEE (FIRE -36.00 1 PlkVNNTLON) 120000 Appx Cost 8993 STATE OF FLORIDA LIEN LAW 5.00 1 8998 CODE COMPLIANCE FEE - METRO 60.00 1 UADE COUNTY 120000 Appz Cost 8997 RADON GAS TRUST FEE 1597.83 15.98 1 Sq. ft. ********** TOT RECEIVED BY: -PLEA , PAY THIS j AMOUNT ********* DATE A—' 69-12'CADM -36.00 001322110 5.00 001322110 60.00 U01208300 15.98 001208200 $1,813.14 ********* CUSTOM E R CITY OF CORAL ALES ZONING DXVxSXON — REsxmcwerat. WORK SOEET t3[Ix�7INC PERMIT NO. PROCESS NO. D2.12.2g51 v , F` P* Lb/7 Z LEGAL FILE: l0.4, STREET FILE:.__7Y1•,-,.L.----*--'- ADDRESS: •LEGAL= ARCit . /ENG : - G me -0v Ae,5./dpTYP E OF STRUCTURE Js� BD. OF ARCH.(DATE): ,SURVEY (DATE) : FgIVATE CFF^".ST'RF.E1" PhRKYNG: NEW ( ,) . ,c/ CAR GARAGE 'O EXISTING () CAR RT DETACHED ( ) BREEZEWAY ( ) 1B" PAVING SD., . PORTE-COCHERE ( ) ACCESS TO OOSAWMCD GARAGE: , .►� 3-577. 4 4. Ale-ext. yz 30. ZONING ON PROPERTY: 7X -f EIe.. A*c✓ er 1.4sxmce DER RESTRICTIONS: z ,04 FA'".`{ ✓ VAR/ANCES : G ,, ,{F,e EXIST/NC: REQUIRED: ANiYALSod SETBACK FRONT MAIN BLDG: REQUIRED: ACTUAL: 2122 Aviv SCREENED REQUIRED: ENCLOSURE: ACTUAL: At° POOL: REQUIRED: ACTUAL. wcat' AUXX 1CRY:REQUIRED: ACCESSORY: ACTUAL: ".. ( ) ( ) REAR r ( )= EXISTING: NQ. TYPE � '% JOIL ift,OCiK- NO.______REQUIREDc .TYPE (i-AlQ tG- SgCTiON: ,� � NO.fix. es #- 6 HISTORICAL puma. SXTL'' R.O.W. ENCIACBMENTS : 4L r 'Y` MIN.ST. FRONTAGE (13-2):_*___ SECOND • < LNTRY' A/C z MECH. EQUIP. S.A. a 15' S FROM ;.L= A/C 1. MRCP. EQUIP. ON DECKS OVER Z.. RAILING REQ'D ROOF OVERHANG: ALLCWEO: FACING:. !ft FRONT ST.. REQ' D: PROVIDED: — - 2.5 5IDC STREET: N rit! CHANGE 4P FACING: , trN1gj , FRONT ST.= SIDE ST.: OF i L•, 4 AgiAtif 8y jsine TOTALS RIGHT LEFT-, sYI) �. S .2`'1 30 o 7- _�sf y. _ii_-_:_ts,mr.__A----. ___-31)-1-L--- . PAGE 1 OF 6 ;44 v , 0121TxoNs a. ffS LOT AREA (SO. FT.) � - X MxNrMUM: c �- ExxSTING: 3 NEW ,�— EXISTING: 3 NEW: FlIF': MAXIMUM: � 351: MAXIMUM: j_glaj EXISTING: D G NEW: 451: MAX/MUM: ...E6124j,_ EXISTING: .21.64egl- NEW: MIN. ELEV. RED. DATC REVISED EXIST. VALUE OF THE STRUCTURE VALUE OF NEW IMPROVEMENT % OF IMPROVEMENT eti9.9 ALLOWED VC. CROWN OF THE ROAD/SIDEWALK: pROVY DED MIN. FINISH FLOOR ELEV. REQUIRED: 'PROVIDED: GARAGE ELEVATION: n a TOTAL: _11.22r TOTAL: jJ,TOTAL: ti TOTAL: 1° .f TOTAL : COMMUNITY PANEL NQ • —�--- SUQST. IMPROVEMENT MIN. 7' BELOW THE FLOOR OF THE MAIN OCCUPANCY ` PROV ma. UEIGET or TflE BUILDING: ALLOW ED : PROVIDED: ED : '� NO. OF S'i'ORx ES : ALLOWED: • ACTUAL AREA 2/3 MAIN BUILDING OMEN ENCLOSURE . POOL NCLOSURE : CBS POOL: AREA: 4 k :, CLF' (SELF CLOSING & LOCKING GATE • ROOF: FLAT: % OP MAIN DUILDING 24470 TILE: 2„ =LP ITCH : e/✓ ILL?' RX0R WALLS: IF ADDITION, TthS HOUSE BEEN BUILT FOR 3 'MARS: EXISTING IIVILDING PERMITS: REMARES : _ id SQUARE FOOT AREA CALCULATIONS: FAlz MINIMUM' //4,0 /gS3.83 TOTAL DATE PREPARED: T-� 3 rIIY 35%: r ' -n 1_ AMA/ 100.4fi ' S ,�tcLIL • e )W d Pat&A�ArGa Pj &4LY x.76 AREA: 15% ALLOW. GABLE ENDS: 45%: 9/s6 CITY OF CORAL GABLES BUILDING DEPARTMENT PERMIT FEE WORK SHEET Owner, m'6-- co co , r 4' k_ 6- - Folio No. q/1g-eel-027e, Job Location 2 /x/ Ad e.cn v Lot. e /2, Block ' • Section Architect r WWI)A S Contractor, Process No. 3307 Permit No . 1. New Re � iae Additions, Duplex, ReHotel. l dent ResidentialApGarageartments, Commercial feesiden P -i cpw jv °A '511'1 S. Njr w Ala 1/.,1✓' Square Feet //4/ Z. Office Buildings & Store Buildings (Shell Only). Tenant improvements. interior Residential and Commercial Alterations. Commercial and Apartment ParkinSwlmmgng Pools, Garages, Warehouse with minimum office space. Covered Terrace, Open Porch, Porte Cochere. t. Trellis 7 "ea S “e419' 3. Patio, Pool Deck. Driveway, Walkway, Parking.ILots, Tennis Courts, Screen Enclosures, Landscaping 12:E Very Reizte-. Pc -40 _Sod/ ile_ PAW" ..5415 f4, Square Feet "v/40 1 square Feet 7,71 3� (-71 -(924-3,0 &)9 Aw � Grilles, Doors, Garage Doors p/' Wing Canopjas,• Windows. Shutters, Wrought IronHord freda- s CID rn' ``w Masonry Fence, Wrought Iran or Aluminum Fen crecn. Retaining Wall. Railings Fence, Ci1C1InlInk: Fence. �,L eve- fo !.. ' •a S frie OTHER *-4 CAT . /f I CAT. #Z CAT. #3 CAT. #4 CAT. #6 OTHER TOTAL OWNER BUILDER PERMIT {FCC XZl VIOLATION (FEE X FINE TOTAL BUILDING PERMIT FEE S PAID NAT BUILDING PERMITRADONCOMPLETION • FEC BLD-821 17 AUG 1992 09:29 CITY OF CORAL GABLES BUILDING DEPARTMENT PLAN PACKAGE REVIEW FORM FOR APPLICATION NUMBER 92086423 OWNER : IGNACIO S GRANDA &W GHACII:LA SITE ADUR : 2614 ANDERSON RD PROP CODE: 41180010270 CORAL GABLES LEGAL DSCR: CORAL GABLES SEC A P!3 5-102 n op LOTS 11 & 12 BLK 4 F \DI/ - V LOT SIZE: 100 X 120 idON (At 12523-1009 0585 1 A -Ask 6A4 CON'1'1(AC`YUR : l A TEeT -LOUISE A TANI LICENSE NO: A ARCHITECT : ENGINEER . STRUCTURE : ACTIVITY . USE SQ FEET Type: SEC'T'ION A CUNTRUL# 92083341 `kU '9 .0 p pcy GENERAL BUILDING - 1 Exp Date: 30 SEP 1992 RESIDENTIAL CUNST TYPE: ERECT ZONE CODE : ADDITION - RESIDENTIAL # BLDGS EST VALUE : $120,000 CUBIC FEET: * STORIES : # BEDROOMS: 080016,603 {,v.'DC3 5.00 HEIGHT # UNITS : 1 ' � # BATHS .•' 92083341 ****************************************************************************** APPLICATIONS REQUIRED: *****************************!c************************************************ Please enter any additional required applications below. CODE TYPE Pt. oVz. C 1201 ODo 360 31(e. A265 Res. addn.-single family 1 level 5121- i1 5102--152 Zo5sLo 93 303 —15010. X61'.— 651,03 S3 [ -"23-4.3c RECEIVED 17 AUG 1992 92083341 ****************************************************************************** INSPECTION CATEGORY: STRUCTURAL PAGE 1 ****************************************************************************** REQUIRED INSPECTIONS: Please enter any additional required inspections below. CODE TYPE REL APPL -444-64-44-646-4 N416 FOUNDATION N417 FOUNDATION -- MISC. 1 N446 SLAB - 01 FLOOR N445 SLAB - MISC. N407 COLUMNS - 01 FLOOR N462 COLUMNS - MISCELLANEOUS N430 POURED CELLS - 01 FLOOR N467 SHOP DRAWINGS - TRUSSES N449 TIE BEAM - 01 FLOUR N400 BEAMS - 01 FLOOR N435 HOOF TRUSSES N436 ROOF SHEATHING N455 '1'1N CAP N410 FINAL - ROOF N456 WINDOW ANCHORS - 01 FLOOR N457 WINDOW SILLS - 01 FLOOR N418 FRAMING - 01 FLOOR N438 SCREW FO1i. GYPSUM BOARD - 01 FLOUR N463 DRIVEWAY - BASE N464 DRIVEWAY - SUBURADE N471 SHOP DRAWINGS - GARAGE DOOR N472 SHOP DRAWINGS - RAILING N411 FINAL - STRUCTURAL 92086423 92086423 92086423 92086423 92086423 92086423 92086423 92086423 92086423 92086423 92086423 92086423 92086423 92086423 92086423 92086423 92086423 92086423 92086423 92086423 92086423 92086423 92086423 92086423 92086423 92086423 92086423 92086423 92086423 *****,************************************************************************* The plans are approved as submitted. Job Pricing form attached. '1`he plans cannot be approved because of the violations listed on the critique sheet(s). 92083341 ****************************************************************************** INSPECTION CATEGORY: ELECTRICAL PAGE 1 ****************************************************************************** REQUIRED INSPECTIONS: Please enter any additional required inspections below. CODE TYPE REL APPL N089 TEMPORARY POWER FOR CONSTRUCTION N086 SLAB - ELECTRICAL - 01 FLOOR N042 ROUGH - ELECTRICAL - 01 FLOOR N045 ROUGH - ELECTRICAL - AIR CONDITIONING N059 ROUGH - ELECTRICAL - FIRE ALARM - 01 FLOOR N002 FINAL - ELECTRICAL 92086423 92086423 92086423 92086423 92086423 92086423 ****************************************************************************** The plans are approved as submitted. Job Pricing form attached. The plans cannot be approved because of the violations listed an the critique sheet(s). Signature/Date 92083341 ********************:******* ********************************************** 1N8#'EC,'1'1ON CATEGORY: PLUMBING PAGE 1 ****************************************************************************** REQUIRED INSPECTIONS: Please enter any additional required inspections below. (X)JJE TYPE FEL APPL N352 SLAB - PLUMBING - 01 FLUOR N329 ROUGH PLUMBING - 01 FLOOR N301 FINAL - PLUMBING 92086423 92086423 92086423 ****'************************************************************************** 1'he plans are approved as submitted. Job Pricing form attached, '1'he plans cannot be approved because of the violations listed an the critique sheet(s). 1(441/ l �- gnature/i)ate 92083341 ****************************************************************************** INSPECTION CATEGORY: MECHANICAL 1'AGJ 1 ****************************************************************************** REQUIRED INSPECTIONS: Please enter any additional required inspections below. CODE TYPE REL APPL N476 INSULATION - 01 FLOOR 92086423 N223 ROUGH - MECHANICAL - AIR COND.l}UCT WORK - 01 1.LUUH 92086423 N200 FINAL - MECHANICAL 92086423 ****************************************************************************** The plans are approved as submitted. Job Pricing form attached. The plans cannot be approved because of the violations listed on the critique sheet(s). Signature/Date 92083341 ****************************************************************************** INSPECTION CATEGORY: ZONING PAGE 1 ****************************************************************************** REQUIRED INSPECTIONS: Please enter any additional required inspections below. CODE TYPE REL APPL N912 LETTER OF COMMENCEMENT - POSTED N913 PORTABLE TOILET N909 SETBACK N904 EXTERIOR IOR FENESTRATION - 01 FLOOR N902 LANDSCAPING N901 FINAL - ZONING 92086423 92086423 92086423 92086423 92086423 .92086423 ****************************************************************************** The plans are approved as submitted. Jab Pricing form attached. The plans cannot be approved because of the violations listed on the critique sheet(s). Signature/Date 92083341 ************************************* *************************************** INSPECTION CATEGORY: P. WORKS PAGE 1 ****************************************************************************** REQUIRED INSPECTIONS: Please enter any additional required inspections below. COl)1 TYPE N837 b'1NAL - PUBLIC WORKS k�L APPL 92086423 ****************************************************************************** The plans are approved as submitted. Job Pricing form attached. The plans cannot be approved because of the violations listed on the critique sheet(s). Signature/Date 92083341 ****************************************************************************** INSPECTION CATEGORY: PUBLIC SERVICE PAGE 1 ****************************************************************************** REQUIRED INSPECTIONS: Please enter any additional required inspections below. CODE TYPE N L APPL N999 FINAL -PUBLIC SERV-RIGHT OF WAY 92086423 ****************************************************************************** The plans are approved as submitted. Job Pricing form attached. The plans cannot be approved because of the violations listed on the critique sheet(s). Signature/Date CRITIQUE SHEET PAGE DATE 8/1 7/4 7 COMMENTS INITIALS a 747// "7 1 (Cacetitir OF 5717-= 7 67,/ -/Pc -z `mo t 5e-- 4 7 pocl.tt.7 6.--;(- ht. 3 5 Cf r re2 0.0e7 l rte. 16Y 1-1 c f -re: /lid ,00 •D cr2 7`G C ,Dc," •r',' 1-I A ( 4. / E 777G H a 6.7 G c,° S 11903 S kJ (7// CRITIQUE SHEET JOB ADDRESS ! /544/-2 04/1 APPLICANT PHONE # p ,f 40N-1:ROL 7erd- SHEET OF MISCELLANEOUS DATE COMMENTS HISTORICAL BOARD OF ARCH. BOARD OF ARCH. ZONING ELECTRICAL PLUMBING MECHANICAL STRUCTURAL FIRE FEMA PUBLIC WORKS BLDG. OFFICIAL INITIAL DATE d•o lFZE e a uk 4 {Aif CJ7"&-, x/ i- Atryt tv 4,4 e -4,t,Aster -t- Win , livid' 0 -Pe (?)A?H-es ry -P- Pe'd c(kr * irue r L In L P r -t 1 in INITIALS &lc ) tC -tficivic c.,a.4e � CRITIQUE SHEET JOB ADDRESS // a41 APPLICANT PHONE # .CONThOL # s9 efil SHEET OF MISCELLANEOUS DATE 1A-Plr0A-60-e5, TV 'rep Ltn a-. r L. -F.- 4-rop-t "r -r- ° ; � 7c)16,'(= ra w 11 -Vic -41- rCc,wrrd r71fwcod C.cv,C2-¢ COMMENTS ,\ prqiov E= q: F r} E y PE- H1,111 1 DATE INITIAL HISTORICAL. BOARD OF ARCH. BOARD OF ARCH. ZONING ELECTRICAL 0 1 iilid -20 PLUMBING MECHANICAL STRUCTURAL f fi'rf FIRE FEMA PUBLIC WORKS AG9Z ../4//7/1",//4/1.: BLDG. OFFICIAL &e -p_eC pa - of + cc Y' 1L INITIALS - }o ar[i Att. I_ r 1 CRITIQUE SHEET PAGE DATE COMMENTS Fr rt, C 7t C/7' i5e1 7 ._.?(.2/26/6 f r f c c7-1/. 6? -7,) 7-c--/-7prz.-- 2 7 40c2c-x---, c --- .490e7,2. 7 f! tL /C' FFwd cr� 4 a / F-1‘. ,d 7r7G U PIT tf ra. &S 767, 5 Ike/ dffiVriz-- Ex C28 - -S /-3/2-,4 6- I' r215 `�"-9 & fir}-/ r` 2eof In14,3 c1r s cif?F '7- e35.0/lezorr7 3 STE-rcl itil9P.,, A it/.6i--//3124;4_, // E -t-(--15 Farr» } /6YY ) y r ci-- . 4 A.l 'z- sf INITIALS FC1BM 900 4-91 - FLORIDA ENERGY EFFICIENCY CODE FOR BUltDIUG CONSTRUCTION £ECTI N • ,. arumeemnar. >•a a *mei 1Ml;TNOO DePAPITiNENT ‘11, err *STAIRS CLIMATE 10-1 - SOUTH? IIt BUILDER: CLIMATE ZONE. 70 8.9D JURISDICTION NO.: 3. 14- 0 0 NEW CONSTRUCTION ❑ ADDITION • IF MULTIFAMILY NUMBERIOF CONDITIONED FLOOR AREA . l S' G 0 SO. FT. CLASS AREA AND TYPE UNITS CENTRED BY THIS SUBMITTAL: CLEAR TINT,FILM.SaLAR SCREEN f>REd01IINANT '-- FT MULTIFAMILY ATTACHED ❑ SINGLE-FAMILY DETACHED El CHECK IF THIS SUBMITTAL REPRESENTS A WORST CASE ❑ EAVE OVERHANG LENGTH SINGLE PANE 3 SO. €T. SINGLE- PANE : SO. Ft PORCH OVERHANG � LENGTH l 14 °,{ FT OOUBLE- PANE SO. FT. DOUBLE- PANE SO. FT NET WALL AREA AND INSULATION A EXTERIOR MASONRY R . EXTERIOR FRAME R _ _ EXTERIOR STEEL R = EXTERIOR LOG R S'0 FT FT SO, FT i so. FT. AD„ACENT MASONRY R a ADJACENT FRAME R L. AO ACENT STEEL R = ADJACENT LOG R = TT LI1 . ❑ FT I SO. ' FT. DUCTS COOLING SYSTEM HEATING SYSTEM HVAC CREDITS HOT WATER SYSTEM HOT WATER CREDITS LiNCONDITUONE0 IN • SPACE CONDITIONED SPACE ' R• 6 <. R Q _ • *CENTRAL ❑ ROOM ❑ PACKAGE TERMINAL- - AIR CONDITIONER ❑NONE 1 ELECTRIC STRIP ❑ HEAT ❑ NATURAL GAS PUMP OTHER ❑ ROOM UNIT OR FUELS PACKAGE TERMtNAI. FEAT PUMP ❑ NONE a OILING FANS ❑CROSS VENTILATION ❑ WHOLE FIOJSE FAN ❑ ATTIC RADIANT BARRIER In MULT12QNE ❑ ELECTRIC ❑NATURAL OAS ❑OTHER FUELS ❑ NONE e c ES SOLAR: S.F. = 1 . [TI I [ I HEAT RECOVERY c-ctr. DEDICATE❑ HEAT PUMP: ❑ E.F. a NUMBER DF ' BEDROOMS . L SEEIV£ER • AFCOUEHSPFI n. 6 l I EF = t ` J INFILTRATION PRACTICE USED ❑ 41 '2 0 #3 CD O _3 3 3 7 X 100 = TOTAL. AS -BUILT POINTS TOTAL BASE POINTS CALCULATED EPA, CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 104 POINTS. the.: ey cert shat ear .„d speceicaeene Oo d t7y M Cakut don are el COmpk th ance voila e Fkrida Energy C P. CE FRsrstRE@6 @ATE: �rl " / r L f.7 /? , Review of plans and ep.cllitstront covered by dig calcuietian Indleuee comptitusce with the Fiend. Energy Code. Belo -re consueetten le completed. tills building will be inspected for compliance in accordance with Section 56.3.505.a8. F.S. BUILD iNG OFFICIAL: -. I heft* certify tam this building le to compliance WO the norms Energy Code. 9:ANEW AGENT: DATE: DATE: • 0A J - PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK WINDOWS 904.1 Maximum of 0.34 CFM per linear foot of operable sash crack (includes sliding glass doors). t EXTERIOR & - • ADJACENT DOOMS 904.1 Maximum aI 0.5 CFM per sq. tt. of door area: solid core, woad panel, insulated or glass doors only. fr.-- EXTERIOR JOINTS & CRACKS 904.1 To be caulked, gasketed, wealherslripped or otherwise sealed. 4....-"- WATER HEATERS 904.2 Comply wilh efficiency requirements in Table 9-7A. Switch or clearly marked circuit breaker (electric) or cutoff (gastrnust be provided. External or built-in heat trap required. �pr SWIMMING POOLS & SPAS 904.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a • pump timer. Gas spa & pool healers muss have minimum thermal efficiency of 78%. • NIA, SHOWER HEADS • - 904.5 Water Clow must be restricted to no more than 3 gallons per minute at 80 PStG. . 4/ HVAC DUCT CONSTRUCTION, CT1ON. INSULATINSULATION sealed, N & INSTALLATION . 904.6 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, Insulated and Installed in accordance with the criteria of Section 904,6. Ducts in unconditioned space and air handlers located in attics must be Insulated l@ a minimum R-4.2 (R-6 after 111192). • HVAC CONTROLS 904.7 Separate readily accessible manual or automatic thermostat for each system. r--7,--- INSULATION 904.9 Ceilings -Min. R-19. Common Watls-Framo R-11 or CBS R.3. Common Ceilings & Floors R-11. SUMMER CALCULATIONS CLIMATE ZONES 7 Is 9 ec N NE E ' 5E 5 SW w I 1)s>o3,5 29c.11 -1V0.7 GLASS 1 BASE • BASE x SUMMER r: SUU?AER AREA PT, MULT, POINTS 60,a 86.0 127,0 135.0 124.2 135,0 127.0 138.0 124.2 1 CONO. 1 TOTAL 1 .1 5 x FLOOR + GLASS = 15 I1dR1.0 i E F 'x GLASSx AREA -PANE - R POINT M1ULT, OR DOUBLE -PANE 1 SUMMER POINT MUL7 x SUM/14ER 1 OVERHANG m: FACTOR (9B} AS-SU0.r GLASS SUFI. PTS- • TINT, CLEAR 60.2 88.0 TINT; N NE i iii.4- 64.5 94,0 65.2 94.5 64,9 78,2 i f Ll j„"j _L.._ _ -- 133.9 127.0 1095 136.3 146.2 143.0 135.0 116.1 135;6 132.5 124.2 107.7 _ r ` 47,5 1 SW 146.2 143.0 135.0 116.1 _ W NW La 7-, t 136.3 9a.8 133.9 94.5 127.0 BB.0 109.5 78.2 . Rr{ , (e ffS4 N' 428,7 354.7 ,381.6 378.9 BASE 1 BASE i ADJUSTED ADJUST x GLASS = GLASS FACTOR L1VQIOT�AL 1141,I3AaE SP 4'11V II 3210 64 #7: COMPONENT DESCRIPTION AREA x BASE SUMMER POINT MULT. BASE SUMMER pO1NTS 1 '73.(.1 WALL EXTERIOR ills 1.6 ADJACENT 1,9 r" 0 EXTERIOR Z4 6:4 153,4e ADJACENT 2.6 L 45 C.7 w W u UNDER ATTIC OR SINGLE AS$EMBLY r .8 .B AS -BUILT GLASS SUBTOTAL Z4,Sf1'4i47 COMPONENT DESCRIPTION 1 AREA x SUMMER 1 POINT MULT, = (9C THRU 96) AS -BUILT SUMMER POINTS EST i r 7} .-1. 3� f G r. 7 24 9, =i. 27-5,4 0 L BASE CEILING AREA EOUALS FLOOR AREA DIRECTLY UNDER CEILING. AS -BUILT CEILING AREA Q SIAe (PERIMETERI RAISED (AREA) FI T 1114 - 20.0 - 2.19 -3440 KIq'h DUALS ACTUAL CE LING SCIPIRE" 007AG6. -- . r74 t 4 FOR SLA8.ON-GRADE USE PERIMETER I ENSTH AROUND CONOITIONED FLOOR. FOR RAISED FLOORS USE AREA EWER UNCONDITIONED ED SPACE. T r f 60 14 ( F G( 14+, 2.1,34.77"--1 USE TOTAL FLOOR AREA OF CONDITIONED SPACE. I' TOTAL COMPONENT BASE SVMM€R PONT, 1 . 4.+5 1 TOTAL CQIUPOIIEUT A5 -BUILT SU1 MER POINT$ 5'1, r BASE COOLING 1 TOTAL BASE 1 BASE COOLING SYSTEM x SUMMER = COOLING SYSTEM MULTIPLIER POINTS POINTS 1991 .42 1992 .37 (2) 3 4..� V L b HOT 'WATER SYSTEM NUMBER 1 BASE 1 BASE OF x HOT WATER = HOT WATER BEOIIOOLis MULTIPLIER POINTS L{ 3319 TOTAL 1 AS -BUILT 1 AS-BUILT r 6M x SUM, PTS. (9H) AS -BUILT 1 . CSM Y (9K) AS -BUILT 1 CCM r (9L} AS•BiiILT- COOLING POiHTS i 5`i, i 2z 1.10 1 1 32 x771 I i7-, 9' AS -BUILT HOT WATER SYSTEM DESC. NUMBER OF x BEDROOMS AS -BUILT 1 HWM x (9M1 AS•BUILT HWCM (9N) AS -BUILT = HOT WATER POINTS EL6 C si 33)1 15,2.7Z 114 - Horizontal Glass (Skylights) tFor glass with known Shading Coefficient. see section 903.201 Tint Mu11iplers may be used for glass with solar screens. film, or 6n1. 9-80 CLIMATE ZONES 7 B s WINTER CALCULATIONS 5 N NE SE S sw W NW H' GLASS [BASE WV NTERI BASE AREA x POINT _ WINTER MULTIPLIER POINTS • i47.�f 2.2 344.3 1 GLASS x AREA . SINGLE -PANE DOUBLE -PANE I ER POINT MULT. OR WINTER POINT MILT. x WINTER OVERHANG : FACTOR 98 AS -BUILT GLASS IN. PT5. fr A _ - TINT' AR TINT' N 117. 3.7 °: 3.7 22.2 2.4 1.17 64.4. NE 2.9 2.9 1.4 1.8 E - 1.1 -• .6 5 ,1 .1 - 2-D .2 _ ,r - 1.11 - - 3.1 - - - 24 r '� ~( ' _$ _ W W 1 - 1 1 - A . - 1.1 _ - 6 NW 2.` S.4 H' - - 7.+ _7 - 7 • 1 1 COND. 1 TOTAL 1 BASE 1 BASE 1 ADJUSTED .15 x FLOOR + GLASS R ADJUST x GLASS = GLASS T AREA FACTO SUBTOTAL BASE WP L3L.Sr I •'77k' I 59.I I /�,R,EA .15 i S140 COMPONENT DESCRIPTION AREA x BASE WINTER l POINT MULT, BASE WINTER POINTS WALL T R1OR L11i .} 3s(.3 , +'n CC 4.. EXTERIOR z4 16 143.2. ADJAC1NT 1.3 cl UN[3ER ATTIC P R'C O OR SINGLE ASSEMBLY SLAB IPERINETERI RAISED fAREA1 BASE CEILING AREA 174 .1 .1 AS -BUILT GLASS SUBTOTAq COMPONENT DESCRIPTION 1 AREA x WINTER 1 POINT MULT. 19C THRU 9G) AS -BUILT = WINTER PQINTS L 7~ 117) 1,1.- ( 65-.2_ T 2.$ .1 EQUALS FLOG= AREA DIRECTLY UNDER CEILING. AS -BUILT CEILING AREA EOUALS ACTUAL CEILING SQUARE FOOTAAGE. - 2.1 - .28 -34;;4- �+ ah ,7y --z. { - r - 3 65.4 FOR SLAB-ON-GRAOE USE PERIMETER LENGTH AROUND CONDITIONED FLOUR. FOR RA15f0 FLOORS USE AREA MR UNCONDITIONED SPACE. V T INFILTRATION 1 /r 4-0 1 1.2 1 1.7-32- 1 t /UP f 1 R(.0 1 I, t. I. z"2- USE TOTAL FLOUR AREA OF CONDITIONED SPACE V TOTAL. QQMPQNENT RASE WINTER POINTS L Z4 T3 1 1 TOTAL COMPONENT A4 -BUILT WINTER PQ1NT$ 1 fjr531'.5 BASE COOLING POINTS (Prom P.21 BASE HEATING 1 TOTAL BASE SYSTEM K WINIER MULTIPLILER POINTS 1.1 2'R3 BASE HEATING POINTS ,2:74z3 F [913+40 BASE 1 BASE HEATING + HOT WATER POINTS POINTS {From P.71 Z-7ra1''L.3 (3,a7(... 1 TOTAL BASE POINTS (Elliot on P.11 3S1b7e, T TOTAL 1 AS -BUILT 1 AS -BUILT AS-DUILT ■ DIE x HSU WIN. PTS. c9H) {91} 1r 1 1-Q AS•BUILT . HCM- (9Ji AS -BUILT HEATING POINTS �{f frtv,,z A5 -BUILT COOLING POINTS 16,2q4.4 AS -BUILT 1 AS -BUILT 1 TOTAL HEATING + HOT WATER a AS -BUILT POINTS POINTS POINTS IFrpm P.2) IEnir'r pn P.11 131 1-7l- IA 602.e. 'H a Horizonlai Glass ;Skylights) For glass with known Shading Caollieient. son section 903.2(;) Tini Muiliplicis may Uc used for glass WIUI solar :L,.,..:. i.an, of 1enl. 9-82 SUMMER POINT MULTIPLIERS (SPM) 99 SUMMER CN RItANG FAGTUiiS (SOF) For single and double panty glass. CLIMATE TONES 7 8 9 0. 1 ' 1 P,S v 1 1 *OH 0•1F1-410 .11-,11 .12-,17 1 ,16-.6 .27-,35 .36--.4§ ,47-.57 ,71.83 .84-1.18 1.19-1.72 1.73--2.73 2.714+ N I1/NWMEI 1.0 .94 .87 .84 .80 ..x.70 .71 .74 .70 .64 .58 .53 ID 95 .92 .86 81 .76 .72 .68 .64 .56 .50 .44 Et1Y 1.0 .95 .93 ,87' .75 •70 .65 .59 .46 .41 .34 SE/SW 1.0 .95 .92 ,85 .70 .64 .58 .52 .42 .3d .28 5 1.0 ,4 .91 .67 .60 .54 .48 .39 .33 .30 LENGTH • 01t 111. _ 1111 I(` 2 IL 3 It. 3Yr IL 41't IL Syr IL . Ft)41L Ili It 1411. 20 tly+ To select by Overhang Lengin. no pan of etas shaft Ge more Ihan 8 ii.1 eloN the Oveman +'ERHANG RATIO OH LENGTH um HEIGHT IfC WALL SUIJWER POINT MULTIPLIERS (SPM) FRAME CONCRETE BLOCK' FACE BRICK LOG WOOD STEEL INT. INSULATION EXT. INS11L. R•YALUE WOOD FR R•VALUE EXT All EXT AD] 710RI4AL Wt NOR. W7. 0. 6.9 . 4.6 6 INCH • 0 • 69 8.5 3.4 11.6 4,4 R•VALUE EXT AD.1 EXT 7 -10.9 1.3 ' R•VAWUE , EXT 4.111.9 3.2 1.3 5.5 2.1 0. 2.9 4.2 1.9 4.2 11.189 1.1 0. 2.9 • 2.8 11.12.9 2.7 1.0 4.2 1.6 0 1.3 1.7 19. 259 .6 3 - 6.9 1.9 13 .169 24 3.9 1.5 5. 6.9 2.0 1.1 1.2 263UP .3 7&Up 1.5 19.25.9 1.6 .9 6 3.4 1.3 7- 10.9 1.6 .8 .7 R•VALUE BLOCK 1 INCH R6&IJ 10 3 1.9 0.7 11.18.9 1.0 .6 .3 A -VALUE EXT 0. 2.9 2.3 19-25.9 .5 .3 3. 6.9 1.6 0.2.9 1.9 266 Up .3 .2 ,` h .yt 7. 9.9 .9 3.6.9 1.4 108 Up .7 7AUP 12 90 DOOR SUMMER POINT MULTIPLIERS (SP DOOR TYPE EXiERtO3 ADJACENT W000 9.4 . 3.8 INSULATED 6.4 2.6 9F FLOOR SUMMER POINT MULTIPLIERS (SPM) SLAB -OH -GRADE EDGE fNSU TZQN RAISED CONFRF,j1r RAISED WOOD' CONSTRUCT QN STEM WALL INSULATION AWt DJACENTADJACENT A UE SPJ4 R•VALUE SPIA 0.2.9 .8 R•VALUE SPIrr fn4 SAID 0- 69 74 3.3 3.4.9 -17.4 3.4.9 -- .3 7-10.9 _ ' � .3 - .9 1.3 5.6.9 -16.6 5.6.9 , - .d 11-t8.9 -.3 -.6 1.0 TAUp -16.0 76Uo - .5 19RUp •- .3 -,4 .6 SE CEILING SUMMER POINT MULTIPLIERS (SRO' UNDER ATTIC \ SINGLE ASEMBLY C0NCRETJ pECI( ROOF R -VALE SPM R -VALUE SPM CEILING TYPE I& 21.9 --- 10 -10.9 4.0 R.VALUE DROPPED EXPOSED 22.25.9 1,3 11 -12.9 3.6 1g - 13.9 4.1 4.5 26 • 29.9 1.0 13 . 18.9 3.3 1d • 20.9 2.9 3.1 30-37.9 .8 19-25.9 2.5 21 8 U 1.9 2.0 36 8 UR .6 2¢ d Uo I 1.6 _. . .• 9G iWFILTRATION SLIMMER POINT MULTIPLIERS (SPM) INFILTRATION PRACTICE {Sea Table 9P) SPIA PRACTICE • 1 18.8 PRACTICE • 2 14.7 PRACTICE + 3 10.1 9H DUCT MULTIPLIERS (DM) F1 -Value Return Ducts Return Ducts In Unconditioned Space In Conditioned Space Supply 4.2.5.9 1.1.4 Ducts in Unconditioned Space 6.7 & up • .09 'Supply 4.2-5.9 1.10 Ducts in 6.0-6.6 1.07 Conditioned Space' 6.7 & up 1.06 ° For multipliers for other types of concrete block construction see section 903.21b). For multipliers for oilier types of raised wood assemblies see section 903.2 (e) 1. ' Ducts in conditioned space need to be insulated only to the R -Value necessary to prevent condensation. 1.10 1.07 1.06 1.00 1.00 1.00 9-81 91 HEATING SYSTEM MULTVLIERS (14S4iry SYSTEM TYPE Genital HeM HSPF Pump Units HSPF HSLI TFIP C•OP P HS1A 38 .37 .34 .32 HEkTlNG SYSTEM s,RJLTIPUER L-6.79 6.8.6.89 .6.9.7.39' 7.4.789 i 7.9.8.39 .S3 50 .44 .411 1'1,4.12 39 10.4.10.89 10.9 .11.39 t1.4 • 11.89 3.10.3.29 9.9.10.39 .34 2.1: • 2.119 Elam: $lrip 1.0 $oe Tof to Get & Other Fuels Sc91 ritmumsl ntr Units-i.ir Source 6.4 f4St:'F, Wear Source 3.4 C i. star 1992 Mica' murms; Capra] Ur -i4 Sauna 6.6 H= 'F r tme 1 oweskna 3.3 3xCOP. of r widPalon+>ear Sao= HS means 44netirg Soctonel Porforrnwice Fare nir aJ HEATING CREW Il1ULT1PLUEAS H0 P* 3.33.3.49 • V.BTENI TYPE AIlic Radiant Barrier Mulliione Natural Gas hF'.;t Hold Other Fuels HCU .59 .57 W - ¢ Where more Ilion one credo claimed, FICM's £agalhBr. Enl@r product on page 4. AFUE means Annual Fuel Utilizationr-IrIC,@ncy. 3.'50.3.69 or Lr&SOMuni� for 3.4 COP, PTFP 2.7 GOP, II8.17UH0 CREDIT M1ILTIKIEAS CUSAATE IC; ES T .93•Ua iL OOLING 5 YSTEIh UULTlPLI 51ST' M TYPE CENTRAL UNITS (SEER) PTAC 5 RCOU UNITS {EERY COOLING SYSTE1rl MULTIPLIER GSM eti 13 .4p 38 .36 4 134 139 144 14 20 19 CSL- a � 21 26, 25 .24 Units -++Ur Cooled 10.0 SEER. 75• 8.04 8.8 9.4 9.9 10.4 ,.� 8A 8.8 - 3 RATING 125- 13.0- 13.5- 14,4- 14.9• X54 • 54 £ 16.9 17.s• &. 17.5 £? 3 1 .21 Ground 1951 Minimums: Central Units-�A;r Cooled gl9ALEER0rn4e+.arr£nds Water � RE w,R. 1992 F.4inimums: Central 5EER means Seasonal Ever Elficlenc Ratio, Water Cooled 11,0 EER. FTAC-SATebte e 9L COOLING CREDIT MULTIPLIERS Cross Ventilalien or Whole House Fan Credit lor oni where rr re than one Cr>stfil Is claimed mr,il ' ' CCM s f ether. Enter rrrodui 944 HOT WATER MULTIPLIERS (NWHH} SYy 6II TYPE Electric EP ReSislanCe .50 -.81 IlVA 3650 3561 3476 43 - l7 4B • .x3 .54 .51 52 - .53 .54. 55 56 .57 .58 9 .60 1 62 .63 653 1 92 flaluial Gds HNiIA 2500 2240 2150 2067 k991 1974 Other Fuels NF4N1 1668 1860 t938 2015 2097 2018 1948 1883 182 Water heater $ must Comply with minimum eltkc;ences in Table 9.7A of the Fioride Energy C. EF means Energy Facia N HOT WATEA CREDIT MULTIPLIERS (HWC14' 5YSTEM TYPE 5atar 'Alger Heater Heat Recovery Unit Dedicated Nisi Pump BF tWCIA 9 .8 .7 NY, ti Airtonditi ter HWCAt .62 Ef 2.0.2.49 HWCUU HWM must be used In Cdryunctlon wit11 a& iiti4"Cif• Ses Table glut. SF means Solar Fraction, EF means Energy F.clar. DR INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST 5 e Section 963.2 1 COMPONENTS REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE 11 Cf3MPtY Y11TH Ali. INFILTRATION PRESCRIPTIVEE5 ON TABLE 9A. PRACTICE 12 COMPLY WITH PRACTICE 4l ANO THE FOLLCP'VING: Exterior Walls and Floors Top dlale�enerrafienS staled. lnliilrali0n ;artier instal!^ -d Sole 01ata'Im[ cin' caLried =r3! Penetralions, bottle and cracks on interior Surface caulked, sealed or gasketed. vuciwtirk Ductwork in uncondilieneC space must to sealed. Fireplaces Equipped with oulei6e cornbu51i4Pr air. doors. and flue dampers. Exnauel Fans Equipped with dampers. Combustion devices tee DOM). PRACTICE 13 COMPLY WITH F11ACT10ES 11 AND e2 AND THE FOLLOWING: .35 .2 Heal Pump 58 COOLING CREDIT MULTIPLIERS CCIA HOT WAT ER s4UlTIPLIERS a7 8 LIP82•.83 .84•.85 .8b-.87 ,88•.90 At•.93 .94•.96 3208 3106 31110 69 .66 & U 29 5 Ceilings Inliklreliclt harrier irilaRod. lnreilor Walls Top plate penolraticrl3 sealed or pants & cracks fln interval walls eaulbed. sealed 01 gaskeied. Recessed Lights Sealed bore Canddinned space & insulated from ventilated 3fre: Spates 0uctwork Ali duel y+Ofk o are11 in C0nthlianed space. -------- Be in uncondiiioned :,Dace (except direct veld). draw air liom uncondiiioned space. almost by-prgducls to o£.lside. Slaves see 903.201 Fl Combustion Appiarces 9-84 /r WINTER PANT MULTIPLIERS (WPM) 90 WINTER OVERHANG FACTORS (WOF) CLIMATE ZONES 789 SELECT t3Y • OH RATIO 1 .0--11 1 .12-.f7 1 .18=:26- 1 .27--351 .36- 46 1 .47-..57 1-.58-.70 1 ,71-.83 .84-118' 1 1,19-1,72 1 1.73-2.73 T 2-T4+ SINGLE PANE GLASS N 1.0 1.03 4) 1.06 1.07 1.09 1,11 1,12 1.14 " 1.18 1.22 1.25 NE/NW 1.0 1.05 1.08 1.13 1.17 1:21 1.24 1.27 1.30 1.3? I 1.45 1.51 EJW 1.0 2.44 2.58 3.I8 5.04 6.54 7.92 9.43 11.04 14.42 18.12 22:04 SE/SW 1.0 .91 .87 .76 .48 .32 .15 -.03 -.43 -.91 --1.46 S 1.0 ,94 .91 19 .65 .47 .28 .26 --.34 -1.11 -1.68 -1.92 DOUBLE PANE GLASS N 1.0 1.03 105 1.08 1.10 I 1.12 _ 1.14 1,17 1.15 1.24 • 1.24 _ 1.34 NE/NW 1:0 108 1.12 1.20 1.26 i 1,32 1.37 1.41 147 1.57 1,69 1.78 E.AV 1.0 .65 .74 .55 .34 .10 -.12 -.36 -.63 -1,17 -1.77 -2.41 SE/SW 1.0 .95 .92 .85 .77 .67 .57. .45 .34 :G8 -.23" -.`8 • 5 1.0 .96 .94 .87 .78 .66 .54 .38 .15 -:34 -,70 -.86 LENGTH'_ 011. 1 ft. 115 11. 2 ft, 311. 315 11. 435 11 514 It 614 11. 915 8. 14 ft - 2011.1- l • ' To selecI by Overhang Ler49lh. no pan or glass shalt berme than 8 ft. belay the overhang. OVERHANG RATIO it CH LENGTH (3H HEIGHT 9C WALL WINTER POINT MULTIPLIERS (WPM) R.VALUE EXT 2.5 AOJ.. STEEL EXT 3:4 R.VALUE ADJ 2.2 1.0 0.8 0.7 0. 6-9 7.10-9 11 • 12.9 13.18,9 19.25.9 ?S8Up 1.7 .8 .6 .6 5 .5 .3 .2 1.5 1.1 1.0 0.9 0.4 0-6 03 .2 9D DOOR WINTER POINT MULTIPLIERS (WPM) DOOR TYPE YEXTERIOR ADJACENT WOOD 2.8 ' 1.9 INSULATED • 1.8 1.3 9F FLOOR WINTER POINT MULTIPLIERS (WP$4 SLA$-0N-GRADE RAISED EDGE INSULATION 0NCRETE RAISED WOOD -1 POST OR PIER C STEW W'A'LL WI UNDER FLOOR INSULATION A -10r !iT Aa RO A- WPM R• AL6u9 _ t.51_11,110710142 2.9E Z �E 3.4.9 - 2.6 3.4.9 .3 7-1099 .7 .6 • 5. 6.9 - 2,7 5. 6.9 •1 11 • 18.9 .4 0 .5 7 & Up - 2.7 7 L up ,0 19 8 UP 0 --1 .3 5 - .9 CONCRETE BLOCK' INT. INSULATION NORMAL WT. EX! 1.9 1.2 ADJ .7 .5 EXT. INSUL. NOR. WT. EXT 1.9 9E UNDER ATTIC SINGLE ASSEMBLY . CONCRETE DECK ROOF U`E WPM R -VALUE WPM CEILING TYPE zR-VA 1,y1 .3 10-10.9. .6 R.VALUE , DROPPED ' EXPOSED 22.25.9 2 11.17.9 .5 10.13.9 .0 ' •1 26.29.9 .2 13. 18.9 ,5 14.20,9 • - .0 .0 30 . 31.9 ,1 19 - 25.9 .3 21 b U. .0 5 r7h .`lV:'IV''eA ,0 38 8 Up .1 76 8 Uc .1 ''1', t4 PitilltkJN??4+. 7.10.9 9 ,7 :4 .6 -3 R.VALUE 11 • 18.9 19- 25.9 268 Up R.VALUE 0. 2.9 3. 6.9 7. 9.9 10SUp WOOD FR .2 .1 BLOCK .9 .6 :4 .2 CEILING WINTER POINT MULTIPLIERS (WPM) LOG 9G ,INFILTRATION WINTER POINT MULTIPLIERS (WPM) INFILTRATION PRACTICE . (Set Table 9P) WPM PRACTICE + 1 9 PRACTICE • 2 �1 Oa) . PRACTICE • 3 .6 91i DUCT MULTIPLIERS (DM) Return Ducts Return Ducts 1 R -Value in Unconditioned Space In Conditioned Space Supply 4.2-5.9 Ducts in 6.0-6.6 Uncondilioned Space 6.7 & up 1.14 1.09 • 1.1.0 1.07 1.06 Supply Ducts in Conditioned Space' 4.2.5.9 6.0-6.6 6.7 & up 1.10 1.07 1.06 1.00 1.00 1.00 • ' For multipliers for other types of concrete block construction see section 903.2(b). For multipliers for other types of raised wood assemblies see section 903.2 le) 1. Ducts to conditioned space need to be insulated only to the R•Valuo necessary 10 prevent condensation. 9-83 CITY OF CORAL Vii*BLES BUILDING AND ZONING DEPARTMENT APPLICATION FOR REVIEW BY THE BOARD DIVISION DATE SUBMITTE> A copy of the action taken by the Board applied to will be mailed as directed below. Applicant: ((. 5 A -rt Era -r41 c. #- f r r. r--<, _ 3 -sr 3 Board of Architects review Preliminary approval Final approval Final without preliminary approval Preliminary Review Committee review Interior Only / Administrative Concurrency / Committee review Telephone No. 4-- G z5 o (see Board of Architects Preliminary submittal checklist: see note below) (See Board of Architects Final submittal checklist) (See Board of Architects Final submittal checklist) (Submit Preliminary Review Committee supplementary form) Board of Ad,.ustment review (Submit Board of Adjustment supplementary fora) Variance Appeal Ruling / Interpretation Approval Proposed Structure: i2 - -S(01541-- — Est. Cost $ (Residence, Duplex, Addition, Sign, Etc.) f G f A.44 0 G Iz0r-r&+s.. r 4na CiLeac.filo tom- 3 3 1 34 - Owner City State ZIP fel,No, Job Address i G r ¢ .4.1t0e—SeM [Lim 4.4 Legal Description: Lot(s): �t — Z Folio No. ee, M d649-0.1 Block: 4' Section: saw ��4 �, PB/PG S — iv t_ Project Architect: '-1-'1 xe C-. .tf t-4-' A-"4 Tel. No. a '54-4 2-S0 Indicate date(s) of previous submittals and action: o t-te . _ NOTE: Plans for preliminary approval with an estimated construction cost exceeding $25,000 will be deferred for a week in accordance with Section 23-5 (a) of the 'Zoning Code' for posting of the property. See 'The Board of Architects Policies and Procedures Manuel' for information on the required submittal documents and Section 22-4 of the 'Zoning Code'. Check with the Building and Zoning Department for values in cost per square feet to be used in calculating cost of projects. Projects located in Cocoplum 2 or Cables Estates must have a stamp of approval from the 'Local Board of Architects' prior to submittal to the Coral Gables Board of Architects. Plans submitted to this office are required to be picked up in the Building and Zoning Department by the applicant within fourteen (14) days after the Board of Architects Meeting unless the plans have received final approval by the Board of Architects in which case they will automatically be processed for a building permit. Plans which are not picked up within the required fourteen (14) days will be discarded. The information provided herein is true and correct, and the application is being submitted with all of the documents necessary for review by the appropriate board and the Building and Zoning Department. I understand that failure to provide the information necessary for review by the appropriate board may cause my application to be deferred without review. Applicant (signature): CCG FORM #2 (B&Z) 6/91 Date: 5 ! S 9Z CITY OF CORAL GABLES BUILDING AND ZONING DEPARTMENT CHECKLIST FOR PRELIMINARY BOARD OF ARCHITECTS SUBMITTAL ;le roilowing items are required to De submitted in connection witn plans which are Deina suLlm tted to the Board or Architects Tor preliminary approval. ALL APPLICATIONS MUST SUBMIT ITEMS 1 THUM 5 ;. One i l l set or preliminary arcnrtecturai drawings is beinm submitted wnicn incruaes complete erevat;on drawings or the artectei elevations. r:acr o:ans. site plan. root Sian, and sections. :he pre.iminary plans must be signed. dated ana seared by the aesioning architect. [he Building ana toning uepartieent may request an agd't'one' set or pans ;t needed. A comorete titre block is on eacn page which includes tne name or the property owner, tne 1ou location or address, tne name, aooress and pnare number cr the des'anIng architect and engineer. page numbers. and tne type ar construction. A Current survey or the property is submitted which is :e55 than five years old and accurately reriects the existing conaitions at the property wnicn includes a improvements. erevations or the site, stNctures, s'dewa:x ana crown or tie road, existing trees with trlree inch or greater caliber trun!{S, or a statement by the land surveyor tnat there are no trees or: the property. Properties wnicn abut upon a waterway, -!axe, canal. or the Day must how mangroves, or tnere must De a statement that tnere are no mangroves on the property. Co:orea photos or the building site. any ex'st'na strt"ctures, drl# neignboring structures wn'ch show tne cnerecter or tne surrounding neiphborh0od i5 being submittee. _ . Board or Architect's application aria tee is being subsitted. the tee ror Esoara of Architects review wit; be accrued towards the total auirdina Permit Tee. ITEMS 6 AND 7 MUST BE SUBMITTED 1F APPLICABLE. Preliminary aoprovat rrom the Department OT environmental Resource Management must be obtainea wnen tnere are mangroves on a orcoerty that wit! be affected by tne proposes work. ire plans nave been stamped witn su+cr aoprouar ant ?s ti cart or this subrntta'. r. Preliminary approval from tne '.ocal neianborhood arcnitectura! review committee nas mean obtainea fro _---L'ocd>3lu&l i i . 1 ab les tstate4_ rournev s LnC. ;t neck one as is appropriate.) me items as specirieu and checked above nave been submitted as _Dart or tn";s application Tor Pretiminary approval bv the board or Architect's. tiLow"a c. tic a _ ..tat -r c. -C J.r. can. cant's App1.icant's N Aame App1. s Signature Date CCG FORM *3 (B&Z) 6/91 Is- 1z THE CITY OF CORAL GABLES ���� PERMIT APPLICATION n^� ' DATE \41-- PERMIT # 1 � ND S S ALL OF THE FOLLOWING MUST BE FILLED IN BY APPLICANT ACCORDING TO FS 713,135 Application # 9 r a cf' 6 ( 3 Control # )-0 S ' Square Footage: ,, Estimated Cost $ Type of Permit: 1 Building [ ] Plumbing b4 Electrical [ 1 Sign 1 Mechanical [ 1 Roofing [ l Zoning t - . Misc. [ 1 Owner/Builder CONTRACTOR'S NAME: Phone Number: _ City State Zip Code Check one of the following: [ 1 Contractor: MCOL # Address L ARCHi'I'ECT/ENGINEER NAME: e_ Ex) r 1 f, - Phone Number. Address City State Zip Code SIT ADDRESS LEGAL DESC ON: Lots Block Section Folio # 100 9 - OWNER'S NAME: Address 6 / Phone Number: otre City State Zip Code MISCELLANEOUS WORK DESCRIPTION: 51‘,/, < 1"_i ail. •71114-4.( 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 perrnit 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 perrnit 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 applicable laws regulating construction and zoning. Signature: OWNER .`� :.0 Signature Cf�RA /BUILDER) DATE: DATE: r6 NOTARY AS TO OWNER My Commission Expires: - ARY TO CONTRACTOR My Commission Expires: /14y /9 I WARNING TO OWNER: YOUR -FAILURE TO REC D -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 TOTAL FEE $ 611{3 Low/0i c HI IV S ANDBLAST O NLY-RES 1 S ANDBLAST O NLY-COMM HIM 141! W" POOLJSPA,SAND & MRBL-RES g i I PAM' ONLY-SF/DUPLEX/ETC i I PAI NT/PRSS JK CLN-RES OHM 111111H . 4§ 1 1 I MINIMUM FEE n P"4g 7. 25 ry i POOL/ REA - TILIN G 11 ° f IOM & O VER SO PT " $ SPA /HOT TUB-ABO VE-RES C SP A/ HOT TUB-ABO VE-COMM ._. 1 YNN9LNV FEW urm arv6 lill° W4P Ali N z z F M I V M4 tif i y�� � O W -- PAINT BOOTH OT HER PAINT BO OTH AUTO 'R'ggE .T. v v fj 9 C ON DENSATE D RAIN m In Ur A/ CWALL/WNDW-B3U 9 ;2 r M.o SF o o'er . Uf a' i g p Piiiiiii°2 0111M HIPI pi RE FRICERATI ON-TON IPIP 41 1 • 8 $ 3 4 n ni. n 11 Ew R 5' �/�1 P}rj 3 � }p{� O E �O nt±7c v v ih 3 fn 3 A s 4 N 1/I{1:1 N � � � IO }(d ry V ITI � Id �A � � �Py} P. -n �4 O H PgUilM 1 GARBACE DISPOS AL q1M1HIN I A /C CNTRL Hi+ TON AIA r 14 100lia � y 'S ibiOd 7rf '1'''r 1 -- l- n. ppn .Ti y�i�7 4 7�M ?: mg IIi t _.— ; g _ pR1-_ 3 - ,,... �; M _ �. °..- Ali - spy-- H -- W p p- � - �gi G ,,,A b "T. -% - _ E pRf a EMU 1 �+ 5 pgy 'y a UfilMiliq ROT I WTRE-ORJIILT 101 NI — 141h OR 1 'N..4.1 1 I hit P819 WATER TO WATER SERVICE 1 PS% I- WATER TO SWAT[ POOL WELL 1 1 P707 1 WA TER TO HEATER -NEW 1 1 P780 1 WATER TO HEATER -REPLACE 1. 1 P754 1 WATER TO FERE SPRINKLER b !Yfi 1 TANK RBFLACEMEn T i 3 ro 7' l. 1 TEMP WATER CLOSET ro ro' " �. " ^c b ro ro b' 'ti 'ti 1 RR i i P961 PUMP/AB ANDO N - SEPTIC 4 4 0 w 1 4 Al?.. igiiri . pa, ] 1 iill(jj}�qiImlilpyypQ�j`I� 0 � � w40 0Q n � ; y . i v li ig5M >~ t� 11111WW 4't.. $ - �i ��[yj a� .� � 2 [y}� � � ,{ RECEIPT# 068762 CITY OF CORAL GABLES BUILDING PERMIT INVOICE 92110810 CONTROL PAYEE 92U8J341 FRAN B A ELEC CONTRACTOR 12190 OLD CUTLER HD MIAMI FL 3315buUUU PAGE 1 DATE: 11/17/92 INC TIME: 13:07 MGOL# 001827857 PHONE - 00-0000 THE FOLLOWING CHARGES ARE BEING( ASSESSED FOR PERMIT ISSUANCE OF APPLICATION #92116551 PROPERTY: 41180010270 CORAL GABLES SECTION A LEGAL UESCH: CORAL GABLES SEC A PS 5-102 LOTS 11 & 12 SITE ADDRESS: 2 614 ANDERSON RD CODE DESCRIPTION *CHARGE* *QTY * *AMOUNT* ULM .ACCT E027 Air conditioners - central (03 tons or less) E006 Electrical service & feeder (permanent) 60 Amps E037 Fixtures - lights 29 Socket E040 Flood lights or light standards E008 Rough wiring outlets (light-receptable-switch-etc) 41 Each 7.00 1 8.00 1 29.00 1 7.00 2 57.20 1 ********** TOT' LEASE PAY THIS AMOUNT ********* RECEIVED 13Y: 7.00 001322140 8.00 001322140 29.00 001322140 14.00 001322140 57.20 001322140 CUSTOMER RECEIPT# 073597 93030876 CONTROL 92083341 DATE: 03/11/93 PAYEE PEREZ RAUL L TIME: 14:02 MCOL# 002219871 PHONE - 93-0103 THE FOLLOWING CHARGES ARE BEING ASSESSED AGAINST PERMIT #92100081 APPLICATION: Q2086429 PROPERTY: 41180010270 CORAL GABLES SECTION A LEGAL DESCR: CORAL GABLES SEC A PB 5-102 LOTS 11 & 12 SITE ADDRESS: 2614 ANDERSON RD CITY OF CORAL GABLES PAGE 1 «{ RE -INSPECTION INVOICE >>> CODE DESCRIPTION *CHARGE* *QTY* *AMOUNT* GLM.ACCT 1905 Re -inspection fee - work not ready for inspection INSPECTION # 93030758 N435 ROOF TRUSSES 30.00 1 30.00 001322151 ********** TOTAL: PLEASE PAY THIS AMOUNT ********* RECEIVED BY: DATE: CASH/CHECK: $30.00 ********* CUSTOMER RECEIPT# 073076 CITY OF CORAL GABLES PAGE 1 «i RE -INSPECTION INVOICE ?» 93030229 CONTROL 92083341 DATE: 03/03/93 PAYEE K C AIR CONDITIONING CORP TIME: 08:53 MCOL# 000432625 PHONE 93-0201 THE FOLLOWING CHARGES ARE BEING ASSESSED AGAINST PERMIT 192100081 APPLICATION: 93026997 PROPERTY: 41180010270 CORAL GABLES SECTION A LEGAL DESCR: CORAL GABLES SEC A PB 5-102 LOTS 11 & 12 SITE ADDRESS: 2614 ANDERSON RD CODE DESCRIPTION *CHARGE* *QTY* *AMOUNT* GLM.ACCT 1905 Re -inspection fee - work not ready for inspection 30.00 1 30.00 001322151 INSPECTION # 93021537 N223 ROUGH - MECHANICAL - AIR COND.DUCT WORK - 01 FLOOR ********** TOTA : PLEASE PAY THIS AMOUNT ********* $30.00 ********* RECEIVED BY: DATE: 3 CASH/CHECK: -751 REPRINT CUSTOMER RL[:Lik'T* u7 1.IQJ uiwx vr- %;OttA.i► c a D1 Et <<< RE -INSPECTION INVOICE >>> 93011418 CONTROL 92083341 PAYEE PEREZ RAUL L PAGE 1 DATE: 01/28/92 TINE: 15:14 MCOL# 00221.9871 PHONE - 93-0103 THE FOLLOWING CHARGES ARE BEING ASSESSED AGAINST PERMIT #92100081 APPLICATION: 92086423 PROPERTY: 41180010270 CORAL GABLES SECTION A LEGAL DESCR: CORAL GABLES SEC A PB 5-102 LOTS 11 & 12 SITE ADDRESS: 2614 ANDERSON RD CODE DESCRIPTION *CHARGE* *QTY* *AMOUNT* GLM .ACCT 1905 Re -inspection fee - work not ready for inspection INSPECTION # 93011176 N436 ROOF SHEATHING ********** TOTAL:f,4L RECEIVED BY: 30.00 1 30.00 001322151 AY ?HEN ArpRT ********* $30.00 ********* DATE: !'�' / CASH/CHECK : L CITY OF CORAL GABLES BUILDING & ZONING DEPARTMENT BOARD DIVISION RECEIPT FOR ARCHITECTURAL REVIEW BOARD FEE THE BOARD OF ARCHITECTS MEETING WILL BE HELD AT CORAL GABLES CITY HALL COMMISSION CHAMBERS ON THE SECOND FLOOR STARTING AT 8:00 AM Agenda Scheduled For B.O.A. appointment number Board of Architects number Receipt number Receipt date. . . Location of job Folio Number Proposed structure, . . . . . . . . Estimated value Applicant's Applicant's Applicant's Applicant's name address city, state, zip. phone number Owner's name Owner's address Owner's city, etate, zip Owner's phone ubar. f,F APPROVED Not valid unl4ss bearing cashier's official endorsement. « FEES » Architectural board fee 001341203 Up front permit bldg. fee001322110 Up front fire prevention 001329840 Posting fee 001341203 05/28/92 1 CONFIRMED for 05/28/92 3309 00003416 05/15/92 2614 ANDERSON RD 41180010270 CCc RESIDEN E ) TiO 120,000 WAYNE C. WILLAM8 1651 TIGERTAIL AVE. MIAMI FL, 33133 ( ) 854-6250 IGNACIO S GRANDA &W GRACIELA 2614 ANDERSON RD CORAL GABLES FL , 331344804 PRE TOTAL FEE Payment Amount............ Payment. Date 05/15/92 Payment Method.. CkNo 221 BALANCE DUE 120.00 360.00 * 36.00 * 10.00 526.00 526.00- 0.00 NOTE: FEES WITH * ARE CREDITED TO THE PERMIT COST. PLEASE RETAIN THIS RECEIPT FOR YOUR RECORDS CITY OF CORAL GABLES BUILDING & ZONING DEPARTMENT BOARD DIVISION RECEIPT FOR ARCHITECTURAL REVIEW BOARD FEE THE BOARD OF ARCHITECTS MEETING WILL BE HELD AT CORAL GABLES CITY HALL COMMISSION CHAMBERS ON THE SECOND FLOOR STARTING AT 8:00 AM Agenda Scheduled For 07/02/92 B.O.A. appointment number 26 CONFIRMED for 07/02/92 Board of Architects number.. „ 3309 Receipt number 00003752 Receipt date 06/25/92 Location of job 2614 ANDERSON RD Folio Number 41180010270 Proposed structure NEW RESIDENCE ADDITION Estimated value.. .. 120,000 Applicant's name WAYNE C. WILLAMS Applicant's address...., 1651 TIGERTAIL AVE.. Applicant's city, state, zip MIAMI FL, 33133 Applicant's phone number ( ) 854-6250 Owner's name IGNACIO S GRANDA &W GRACIELA Owner's address 2614 ANDERSON RD Owner's city, state, zip CORAL GABLES FL , 331344804 Owner's phone pumberN APPROVED Not valid unless bearing cashier's official endorseent. FIN « FEES >> Resubmittal fee 001341203 20.00 TOTAL FEE 20.00 Payment Amount Payment Date 05/25/92 Payment Method. CkNo 250 20.00 -- BALANCE DUE 0.00 NOTE: FEES WITH * ARE CREDITED TO THE PERMIT COST. PLEASE RETAIN THIS RECEIPT FOR YOUR RECORDS a 5.; ATTENTION UI Lam} ALL DIMENSIONS OVERHANGS, . PITCH, ET TO BE,Ci ,CHECKED BEFORE ORDERING TRUSSES IT IS YOUR RESPONSIBILITY TO CHECK OUR TRUSS PLAN 1ti DO NOT OR ALTEP *TRUSSES SS LUMP. INC.WU. NOT HONOR CLAIMS 0 AK CH1RGES UNLESS 5'.' oun OFFICE IN WRITE 249 I L L 1.. 92100081 Ps1 a pM fpl labalia iry. w s IP 4. i I. 1111 40 4 a M 6 i(' i; illomm k M. i 7 4r 7.744771:. O' .' CORALGABLES CODE ALL TOP AND BOTTOM CI-SORDS TO B 6" AS. PER CORAL CABLES CODE SHEATHING UNDER VALLEYS AND ALL MASONRY GABLE ENDS rigirrAriembilib y 4, M isiro os I., 147. 1M 2• 4 w Y g,,. eoor Y 0 v F TRUSS fi • ti' 17':,`',t',4;1 7 !^ S of C C14 T)ANCEN1 CRI,] SHALL f fti I ' t 1 111 c. [ TP.Pa. ;. .,, 1 . i„ 4jr , Ai Ztr i i'-,1i l'.l ', y' 4' rv' 1 11r,tY'411.. ilti' 1!.F)li4:3" J ZT.."+ t11Fir-. 0: 11,llli 51-1of STRUCTURAL W r", `'j l=t ctrf/0540{/ tqlq45 eryo g3 1 r l— I r"'N. ' 44 _[_, AT T NtiON BUILDER ALL DIMENSIONS OVERHANGS, PITCH, ETC. TO BE CHECKED BEFORE ORDERING G TRUSSEIIT is Y UK RESPONSIBILITY To CHECK OUR TRUSS PLAN ii.5 12 U" i a r g f. RP04, 0 O AVdol d a 411.0 i t% 4401 30 2 PERMIT NO. - - CW ADDRESS: % . ... — I CITY OF CORAL i+ PP...1:..S . BUILDING / ZONING DEPARTM .NT SECTION BY DATE HISTORICAL BOARD OF ARCH. BOARD OF ARCH. ZONING ELECTRICAL MECHANICAL. PLUMBING STRUCTURAL - FIRE FEMA PUBLIC WORKS, A BUILDING OFFICIAL f i. Subject to compliance with MIFekif.tAs, _' AZ, County and City ruie and «4yli I.if.v/. C. Y) L*T,.i: rills ro re5ponsibiiity for accuracy otaor rc'!;,.14 :i tve. fr th;x.aa plans. 7 .' F.A1.-rs rr;u:A to availaNz on tziild.71 s" 71 Ana; be conducted. eme i nn 0 Q 77_ iso 3V gepieNe- TeMist- riet- ecsve aknE1271c. 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S LP rz i 921000814 5 0tin = l - CD'. flit rTIncren} 4 KEts7c7, 14ie firs 3nf i J GaQ13fJ T'- S Wei mcrmr- rs 4- x4- APPLICABLE ITEMS OF CHAPTER SC OF METRO CODE RE: INTRUSION AND BURGLARY SECURITY All locks on exterior doors shall be capable of resisting a farce of 300 Lb. applied in any movable direction and in accordance with resistance standards set forth in Metro Code S C. Ail single exterior swing doors shall have alock to be ley operated from exterior with a miry. of 000 possible key changes or Iccking auxiliary single dead bolt with hardened bolt inserts. 3. The active leaf of pairs of exterior wing doors shall have same locks as required for single exterior siring doors. The inactive leaf of these pairs of doors shall have multiple point 1 cks with 5/ 8" . min. throw bolts with inserts. 4 _ Aiding lass doors stall be provided with sliding door dead bolts or a bolt or pin not cenovable or operable from exterior, at the jamb, head, sill or at meeting mullions. These doors shall be reinforced in the strike and lock area to maintain bolt strength effectiveness, if necessary, and such doors shall have no screws removable _ from outside which _ wouid_ facilitate-_ ready entry _ from outside 5. Not applicable. F hinges on exterior out swinging doors shall have non - removable Pi lambs of all exterior offset type in - swing doors be rabbetted, or similar- fabrication, to prevent defeating the purpose of cite str and= the integrity - of -- locks and - latches. Single, swin i. ng, exterior doors, if wood shall be solid core of no less than 1 1SF{ thick. 9. Mass and exterior - doors shall comply with the American National Itandards lnstitute' s - Standard 297. 1. 10. Vision panels in exterior doors other than glazing within 40" of the inside locking activating device of loose and swinging doors shall comply with American National Standards Institutes - Standard 297. 1. 11. Sliding glass doors and windows shall be installed and constructed so that no panel can be lifted from the tracks when in the locked position and so as to comply with Cite Architectural Aluminum Mfgs. Assoc. Standards for Forced Entry Resistance, AAMA 1303. 3 12 Not applicable. 13 . Not applicable. 14. Front main entrance doors shall be provided with a door scope or vision panels. 15_ Doors and windows by Yale Cgron Products: ( or equal) sliding door No . 5657, awning window No. 5104, horizontal rolling . No _ 5713. 4; 141 rZflm Sfia' Pr-+. rv- c! a 1+ 44- 1+ 4i0 - re- L4. 53 12 Z' , 7, 2 J ! lJJJ rp dC . 4" FICEP2. 5s . Gz_ - l 1_ STL . SZT7. 43P ial. LLS s ecf: D pfLela- f rzot_ rtC+ 4 P[ xco V' 17204- 4. 5rat•. 1 O 4; 1 t v4tC: tnr) - r2rECW4 1-. c. , , fr; r+- t T Imo'-%! fi — frjcc sYR Ar!.."*/' i S z•- m- 1;: iYM1 Yam' jam zx Eycfsr. c -. ic sr F 4 , r 8 F L. 33133 854-660 w1631TICERTAILAVE. M1AM T-IOUARC MIAMI nine 7 I ' r b;J r Lr ill I I co4 1 f _ _1 , r ci4 I r. 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NOTE: N R b001Br ICE PUNS V RESULT A COS ` y"::; C _ , } i I. REPLI-. CED FUR TO IST, : ice; U: CERTIFICATE OF C A IC Q -.' j: ORD. NO. 2765) r t«. yxy7 xottc• Call Pubiic Violist Dept. for Inapecto* a Marked Ix) ILme al Patfruc 14T' Atr Dept. Para las Iusppecciones inimadas con Payment C t - - LA - Ai \' ObieIIOCLc 31zit i z t y; f a { : z-. : 0. se iro- mieIIEl' l011 ei t, ..; _ t 4,. b_ i ub 0 aecesv ia# ermediarias t._ e L_ kr,:. n , t; : ice• E c. ... e i. Ly L+ t Cora: GLb.! uS. I 1_ Grant a variance allowing the exlSting Single- family residence to face upon Avenue Almeria vs. the ndersan Rood, as single- family residence facing uponl required by Section 4- 1 ( di of the ' Zoning Code". 7/----/ - 02/?- Z 2,' / 3 /? Z. f i 9210081. RESIDENTIAL NON RESIDENTIAL INDICATE THE TYPE OF FLOOD ZONE ANO PROPOSED LOWEST FLOOR ELEVAT€ O€` 1 OR FLOOD PROOFING ELEVATION iN PELATION TO MEAN SEA LEV: L DISTRICT. REQUIRED. PROPOSED, e. H, H. S. F. H. OTHERX , 07 NEW CONSTRUCTION YES NOG/ SUBSTANTIAL IMPROVEMENT YESNOo f 33446 i-#ONANEMIAMI i IZE- I r ze cc/ 4c we nee4.+! aF44v 2t7op F -- L T92100081 Pf C# i_ iTl t4 " f r urr` fimma. = odei stn Fx F fvztfi+ 4 5 ss. c_ crce 32.. 7 7 S ! J . tom' i`! tears I I. 17_ , r _ c a s s T«- . , FLAT- a is_ s , r= a I Z.. C c ar w4,\ t Q T QI rY tz. z' Ttcx- t• f' i 8 5 40r4Se- 145)•• X 80€ o 56} iT: 0 r fi L!la/ 4 t a ' plzi•- r' Alc imrc• if. 7r I[ 4 5CiFr. 0 CS41. 14. lC • SGjSr UtLTR. Ste. LY4_ wersorz. MC3ET i 12- 6` iektt- 1 L7 EN ' f NINIF1eia- L^ 1 S '- Cam" cIC7) w. Fri. 4in G" 5 • 6. 14a! rr.' R G_ F$ Fy`. CC) Fitt ONs IT' LL A_ L a z s . 4 " f ` i " 5 F L. 33133 854-6250 LAVE. MIAM t r e f f i C t i C k r 4 1 r t t p k p p i m a x v T a 1 s d r f r a Y x f I t c k s o n e x t e r i o r d o o r s a t e 1 l l e 4 w r t a s c i n f o r d e 3 6 Q i a p p li e d i n a n y m o v a b l e d i r e c t i o n a n d i t s c o r d a p e t r i s e a n c e s t a n d a r d s s e t f a r t h L a M e t r o a d z e 8 C i e x t o r t e r s w i n d o o r s s h a h a l e c k c o y I r A Y e t t e r a c e d e x t e r i o r w L t h a s i n 9 f 6 0 0 0 p o s s i b l e k e y c h a n g e s o f L o c k i n g i l r y s i n g l e d e a d b o l t w i t h h a r d e n e d b o l t i n s e r t s c t i c e l i e f e t p a i r s O f e x t e r i o r e x t i o r s r a d e s s h a l l h a l e r l o g l r s a s r e q u i r e d f o r s i n g l e e x t e r i o r s w i n g d o o r s T h e i n a c t i v e o f t h e s e p ainsofdoo 74%4. 1..1 • 4. e 4 +6 • • 4.. 4.2 4-•i • A 1°. 1! I 1 174 loo=gras=icatiwrit r • 1. 1! 1.T 6 • . • : 1. 1 1 1. 1 I 1 1 1 tit o• 4. i i 4 -A, 1 1 , r 1...„...._.1..._ i. ..L., I 4 I.• ' . 1 • 1.-4 4-7-4- i'--7-7. i 0 / i - hr.. t iir- 1. i, i I I, 1 f. ' . • i. r : 1" ll i f I --h''''.-- i I- 1 J. 4, i •• i +.. 1 • 1.4•14 r. • 0. ..m.••••av mm•m• 4`•110 t ' t ! I , i . 4...,1---(-4....4;r4p.4,---4,-....,......a,•-1,-41----214,11 I i 1 irr,.,.0'.-.==4,41,Alair'sreNr="'""-i''''''.".",".-"'''''''-''clir-rir'irlr•-••-/*'4., 10°.•/ 7,, I ! I • 7 • 6. -1- r 1-- liii i I • l....,..ir r.4„...;.... 4:t 4;•1 0!•" Amdfiamkal. Mr izt 41, 1,11 31, Id , 7 • . I „, • I I 11..,1.1111!WI;'it 1. • - 4F• tzr i21 r E 2 6 .66,t9 IN I 01•1•014 r r1 • s 40. I r i • T I 1, i '; 1; i 1.i..;. i , • • • 1 . r, •I i7».. 1., 1 i 1 li H66 i ', ' • , 6 . ° ••• H., i• : 1 i 1 ' •1 ' , • jI ' 1 i' r' L ' • II ; 0: 0 L •,. LI. I. I 11,1'11 ' .1 1.i'., 1, •, 1•11 ill •fif k. i y '•I'ill: ii,:.',.: r; 1 L;!';;111i1H• I' 1 1..'• .!.1.H , H I. I ! I ' •H • , / / ! I. ' ': : 6 . . I ' I I ' ! 7. A • r A A' • .1 Jo. f•• 4.• 44. t 4 7• • • 61'4 • . .1 ,..• 6. . W* AL.1112=,gart r•r. • 6( Aticart-v=1-1 17-Jnat, archit6'dt 1631 TIGERTAIL AVE. MIAMI, FL.33133 8544250 11 Z maVlS7i Q( fE II 4 r- coN. 0 1 61" 767 - u_ S„ zht 72. R77 Q]. tf: ra- 4C. Wis7i - r10. Cat It 14--- 1 all awl : } x 7- 1 1, 4s = i 7‘ kar 1 later . 011'› ice, ZS !?( r s i i1. 1 _ : s f3i 71, F22 9tr" A . 714= 32 , 3;; CP C94131- 4,' a"' tW visr7 y s'. limm• rIH• a' il+ I jsDC3 12# 4"} 9. 405 . 7- • 4ccra .. Zro -. dr) CrliT?$ fftiO 1 - O. d bi a 6tairrn: 1sE+ a .. aftc3v, E32f r t TOCITZ 4L• OZP F• rwri- i tar. mu.. 1N14 3o F s:= k- 7; 2 ` ' CIS a_ avrti l r 1Pvivr-C-` ICJ -, Z L-).-"- 18000136 E7Y _... 17-3-- Z/ C2= 1 aoero7. ' C ovrrFsa = 11 ±.%,•- ram! ri r, r) - . s o7 l 1 1 f al- ZUC , w7 F- 12iZ0cLri# I1 ' tt? : Eick- J . 1 tr... 111. 11. 11. 01. 1. I 1 W- grl- i — Marl NJ 0250 i- u. oak f. sir- 7- 4%. 2. -. a- c K CI 1411nw 3aNf109- 1fdati. 77 1 30 ts_ i, e\/ ( 5) on 7, 10 oe- i 0e - - t. 008 CITY O- F CORAL GABLES BUILDING/ ZONING DEPARTMENT SECTION HISTORICALBOARDOF ARCH. BOARD OF ARCH. ZONING ELECTRICALMECHANICALBUILDINGOFFICIAL 111111 1- 11P7- 41" 7 AfriA*--.. compliance with al ea eraf, at , and City rules and regulations. City a SSUITWS r:? 77!' J rs ibiWy for accuracy of for ts 3c(- 1= rr 4' V93499027, 92100081 della 4 e 44.* SKETCHSURVEY ;Rm.. orc 01, / P, wN) O.iQr d. 61 5d c cr 4 '544 , T 4.6s +n e, rb 7o 25 90 4- th FY¢0r Vet( : !2• 47' w ar pier! 5/0 SCALE. 7" Sf r1 4- 2i- a• Sp L 23.2o' S Y a41 13.27 r 7. 7a 24 og 4-16. 44..5i p=r_ }' ats1 ' 13rf 4 I)Fr e+Ja1 = a, • 0 37 b' s6.oa z]fYFf-4,C.1 oy 24 ' -- 2•10 - 1 o F y v e - e 4=7 r - yfe./ro, /ac. v..cr r err.rd gec r 'Ceti/ Prft Car s/radf - C nsfrc+4 con go r r r./ 4v07(e : 84/040.7 „au ' {tom art re ere -eel X AtG r. r3•i .. /oz9 WILSON DE LA TORRE SNGMEERS, LAND suR Eyoks AND PLANNERS 1401 s. w_ 27th. Ave_, 5ecand Floor Mi ini, FL_ 33145 LOCATION SKETCH SCALL I" - r,o A 1i.Z/.4 Lots 11 and 12, Block 4, " CORAL GABLES SECTION A ", according to the Plat thereof as recorded in Plat Book 5 at Page 102 of the Public Records of Dade County, Florida. Property address: 2614 Andernon Rd. Coral Gables, Fl. CERTIFIED TO: Glendale Federal Bank. Ignacio S. Granda and Graciela Ganda, his wife. IN- 7075 F.B. 170-13 Dat=. Nov. 23, 1992. survey updated: 07/12/93. Z HERESY CERTIFY: That ached "SKETCH OF SURVEY" of•the above described property is rose and correct to the best of ray knowledge and'belief as recently surveyed and platted tinder my direction, also char the survey reprmented hereon meets the minimum technical standards for land surveyors as set forth by the Florida Baardyof Land Surveyors, pursuant ro Section 472..021 of the Florida Sraruti - NOT -Er NOT VAUD UNLESS SEALED wfrri $yzWilsnn be La Torre TEE EMBOSSED SURVEYOR'S SEAL Professional Lanai Surveyor No. IVO Sore of Florida Phoney 541-4722. Scales as Shown, I mill IIiIIR1(JJjJuIUIU ox a. 367 92100081 L1�S 2614 ANDERSON RD. CITY OF cow. mer Z OM c DIVISION - RESIDENTIAL VORR su PROCESS NO. r IlilI1tING . PERMIT NO. Iv F per , /.2.5"2./.2.5"2. .Cfaa C AIk VVP-414.41ese- 414' .751'V X,EC.JIi, PILE .�✓� STREET FIDE: COVENANTS: r7 NO . EXISTING: TYPe REQUIRED: .TYPE CrA/4Y-- NO.�� 6, A50 HISTORICAL' HMG. SITE fllC] ENC ACfMENTS: MIN ST. FRONTAGE (13-2)' ENTRY:,_ _ —�---'_ t5` A/C 1r MECH. EQUIP. S. B. e Q ee,, A/ . S OWNER: ADDRESS: LEGAL: SECTION: ,ARCO . /ENG : , mow, tie s t.&,,, -e- � N TYPE OF STRUCTURE BD. OF MICE. (DAT'E): unVEY (DATE): pRYVhT1; OFF�'STRP� PARICINC NEW { ) �.'► CJAR GARAGE ( ) eA1'CI'GftT { } EXISTING (X) .�.---F BREEZEWAYDETACHED ( ) �".. 1LAE t � PO RTE-COC1 1 R" PAVING 3T3 », `.� .. ACCESS TO Dmisseueo GARAGE:, 4.0 44.M- '7d- 3G Q 4 .230. %OHM ON PROP'ERT'Y:______ OTHER RESTRICTIONS: 4.71 m:w . f� p,x-CBS : ,ro p ►�..f it -,4 EXISTING: SETBACK MAIN BLDG : nrom RED: ACTUAL! 2:.11=.1.1--1 N SCREENED REQUIRED: ENCLOSURE: ACTUAL: m/ 0OL: nEOVInED: ACTUAL: Ati ftLlK5nY:REQUIRED: on REAR f . ACCtSSORY: ACTUAL: At4.5.�. -' RIGHT 1 PAGE 1 OF FROM P.t:. h/C M1lCt • noun,. /1/0ON • MOM OVER 2'; RAILING REQ'D ROOF aVERILPiNG : 2_5 ALLOWED: FRONT ST Q F D : PROVIDED:_ Mypy� 7 SYDE STREET: raAu t CHANGE OF FACING: Alf $MX FRONT ST. SIDE ST.: AWE. AV 012 m -e I of Sc s A ,1 Qy dam" +e' of ict 41AI, t,0 1 .. „ SYtlS S SIDE T4T]IL. 3a SIDE STREET: AREL► CALCuLATI" �. TOTAL: , . -- S FT. 1 X ._ LCYT AREA c C3 - ' ' r� ExIS?x C: _11,1241NEW: HINxMUM: � TOTAL.: � EXISTING: 3. NW: �,,, 7_$ FAF: MAXIMUM: ..512.42./. y 3. TOTAL: 57af' EXISTING: a �+ NEW: - - _ 351: MA � ..t/M1._ � • TOTAL: 451: rsnxxMUM..Sy�3..�.. EXISTING: „„ r . NEW MIN. ELCV. REQ. ,_�._ COMMUNITY PANEL NO.�_� /ODD /ONE --------- SUDST. IMPROVEMENT DATE RCVISED EXIST. VALUE OF THE STRUCTURE VALUE OF NEW IMPROVEMENT $ OF IMPROVEMENT ALLOWED VG. CROWN OF TQE ROAD/S!DEM = P'itf]VID�D MIN. FINISH FLOOR ELEV. REQUIRED: •PROVIDED: MIN. GE ELEVATION: ALLOWED: MIN. 7" BELOW THE FLOOR OF THE MAIN OCCUPANCY J ° MAX. �Ytt3ViDED: c. �gxcuT OF TnE BUILDING: AL�.owE®: PnvVxnen: NO. OF STORIES: ALLOWti: . BEN ENCLOSURE: ACTUAL AREA 2/3 MAIN BUILDING 49 POpL, CLOSUitE: CLlS: root: 11RF.A: � 4 czr• (SELF CLOSIN & L CK tG GATE 2 - • ROOF: FLAT: % OF MAIN BUILDING ;z.f7o e ,•,+ w1 ri4c PITO!: r - 1° TILE: 3 r if ems' ACtr E � 6R WALLS: ROUSE BEEN BUILT FOR 3 YEARS: I P Al7DITION � HAS ExxSTxWG BUILDING PERMITS: REMARKS: A? SQUARE FOOT AREA CALCULATIONS: MINIMUM • szelLaizir 3 359: W2— ' . )x32.3 !!5'. o yik5.13 Px �L 3 e may/, M[�tat „3%30.13 TOTAL: DATE PIIS`P/MED : r BT AREA: 15% ALLOW. .' r GABLE ENDS: 45%: 9/13.6 rACE 2 w 9 2 1 1 0 6 2 5 I E L E C T R I C A L 2 6 1 4 A N D E R S O N R D C G S E C A N 0 4 2 R O U G H E L E C T R I C A L w 0 1 F L O O R t R A N 8 E A E L E C C O N T R A C T O R I N C 9 4 0 1 0 7 0 0 1 8 2 7 8 5 1 t 9 s i t na z o R 9 2 1 0 0 0 8 1 9 2 1 1 6 5 5 1 9 20 8 3 3 4 1 F A D D I T 56 l b INSPECTION N€ fvITif:b;. 13021537 CrrY (7F CORAL CAF LEE INIZPECTlON Fid P•Z.I,I 'FIT III ;F=:wnc ArrGi;ri' MECHANICAL 2614 ANDERSON RD C t>x SEC A TYPE I r,, , :,.. -. N223 RE - ROUGH .r MECHANICAL - AIR COND. DUCT WORK - 01 CONTRACTOR - - - ,,,.,,-=iONr -1-- MC.Ot. NAIME+E P K C Alit CONDITIONING^CORD I- 930201 H 0004326 OJAI.IGIEA I. C g2rVELETE rifiY8 MaNTANO CESAR C 6883722 - 2661752 6 . -- 4. r,A:..,1„i.6„,k i_,,— z -.7 .7. "1- '-Ii ..iil 1 -;. Cr IJ"f I?i_NUMI'#-f1 92100081 f 93026997 92083341 ADDITION 1 1493.83 SQ PT) , PORCH CONVERSION, iiiiiii, SAYTR DRIVEWAY, I'AT/0, EX! STEPS, INTERIOR ALTERATIONS $120,000 PPOPOLLTY. CODE I ar.>. : 41180010270t IGNACIO E ORANDA AW:ORACIRLA 354. ANDERSON RD CORAL GABLES FL 331344804 LEGAL DEscArpfior7. CORAL . GABLES SRC A PS 6-102 LOTS 11 .A 11 RLi 4 LOT SIZE 100 Z 120 OR 1252371009 4585 1 CommITI S TO TvF. INSP ATZ CAUSLEY, MICHAEL T. REASON >r NOT READY OAT C SC'YaF 1;Lr t,41f_ Ia c";L<T: 03/ 04/$3 El STOP ALL WORK VIOC, ATION OF4ONING LAW • APPROVED El REJECTED A P ,ROVI D PLAN NOT RI-If43 FOLLOWED . PERMIT NOT ON JOB El A• PPROVED PLANS' NOT O. jOB i J * • R it SFEC ION FEE: DUE TO: VIOLATION on NOT READY COMMENTS FROM THE INSPECTOR: f WORK OF THIS CATEGORY MUST CI AM APP OVCD CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUVJECT.TO FINE. REINSPECTION FEE MUST 8t:. PAID BEFORE RESCHEDUUNC ANOTHER :t sprCTION, CALL THE APPROPRIATE PHONE NUMBER TO SCFly".IQULE AN INSPECTION FOR THF. NEXT DAY BUILDING & ZONING: 460-5248 Fit .: 460-5563 PI pupwonK : 1, 1::PECTOFtNUMEIER Y -__ ICN LI-P. ill- 460: 5026 L' i I. LEAVE AT SITE 2. C5FFiCF - 3. INSPECTOR COPY y'. d 4 93030121 MT AV-7777 a 2614 PERSON RD N361 l_ WATER 'PIPPING, - 01 FLOOR C a BEC PEREZ PAQUIN t 910414 b. ,ca ._. • 92100081; 92116302 92083341 000303982 26(1,175295 ADDITION (1483.83 BQ TT , PORCH CONVERSION, -TRELLIS PAYER DRIVEWAY,r PATIO; XT STEPS t INTERIOR ,ALTERATIONS $120,,000 41180010270 I saNACI{i 8 GRANDA &W-GRACIELA y 614 ANDERSON RD CORAL GABLES tL 331344804 CORAL `, GABLES SEC A_ PB 4' Z2 ,ELIC 4 LOT -SIZE 100 E: 120 OR 12523-1009 0585 1 03/ 03/93 L STOP ALL 4V091C 0 VIOLATION OF ZONING i ;-kW 1-_4 0 REJECTED COMMENTS FROM THE INS .`70101'.• 39 TO: b pt. 1 psi ICt WORK OF TI-CS C ATE:G yap rVILUS AP ,O r„ ix Via; .r REMOVAL OF 11.-ItS cAFir) IS ILLEGAL AN.1.1 REINS ECTION FED P.A/D BLFO it_ CALL THE APPROPRIATE PHONE N+lM'_.. EIR 's C I.1-:D.3LP ,: THN7" € Cg BUILDIr:O & ZONING: 460-5245 460-5563 rt.m c A, LLAd' AT 5:1: 2 C 1. 1; 0. 460 5026 At' ... : r e' aE' i 1 v CITY or cC i,AL G.A9LE r 93030122 y 2614 ANDERSON RD 1332 ROUGH PLUX13ING - RISC. 1 PEREZ :MAQUI-1 r: LukuNQ CGEEC A 910414 92100081. 92116302 92083341 000308' 02 266175- i95 . ADDITION ( 1483'4 03 .8Q rr) PORCH CONVERSION,' TRELLIS, 'Ri ER . DRIVEWAY, PATIO, EXT STEPS, INTERIOR•LLTERA'IIONS 43.2o $o lQ_ Parji.}: 7 f Y 41180010270 i_'__. YGNACIO' B SUNDA ,&W GRACI,ELA. 2614 ANDERSON RD CORAL GABLES FL 3313-44804 CORAL GABLES EEC A PE 5402 tors 11 ,9 i2 ELK 4 LOT SIZE 100 lia qR s 12823- 1009 0385 i 1. _ 03/ 93 L_ I STOP ALL W0 14.: . VIOLATION OF ZONit1t..A., LAW INEJrCT Ct? t, NIFIITS Fi OiVI THE TOE: 4 ;- WORK OF TH;S CATZ.RY MITO'i U:,g'10 A.' R - t-e „,. r da 1. i i _i •i l:s 'F :7 L. i v Ji l E:, • K) 1 I,; isT ON .I.Orr, f- rxM4.1"i.:Tr:DC,L;Fri- d REMOVAL OF THIS CARD IS ILLEGAL { Nn z`ur 3 ..rrrs"" `C.`a IIFIINSP CTION F'FE': MUST CALL THE APPROPRIATE PH,I;". R ur„0.:;i-n TO "3 «1R LN. a.T: BUILDING & ZONING: 460-5246 hap; TC;P. NUS.°{;.!... s A?. T k ice' }•. i 3 i +M ". ) " t s 1 i e'{ fivsgf.:r°iI.'i'; 460- 6663 460-5026 i v 6" r r, 1 COMMENT; FROM THE INSP1':CTOS- iN F'FC:TION h JP4r3i;ti 2120789 80- 7iiS'mt 2614 ANDERSON RD , vrE- N'433 lL RAKE SEAM CON rHACTOR CITY OF CORAL GABLES I tC EL4,,1 CAE- iY STRUCTURAL C G SEC A C, 0:L, Na1,41?n PEREZ RAUL L 930103 i 00221E8 1 Uo.J.4LIF1EN - - _ it 0%., Cai#P?TsNCY4 1481220 r v..:.r: .-, : 1,:. f:,. r ,,.., - F 117: rni PJ.. ::,r, __._.._. .._ _ COr4 ts4)I.. N Mt,_-`1u _. _.. ; 92100081 92986423 ?•92088341• ADDITION {14$3,83 SQ FTL PORCH CONVERSION,:TRELLIS', PAVER DRIVEWAT,.,,,.PATIO,, ERT _8TEP8., .IN TERxOR. ALTERATIONS ..4120,..0.00 i .. 41180010270_ - ' Ionc10 8 GR41940 G CIELK 2614 ANDERSON RD CORAL GABLES n 331344804LEGAL x _ riN CORAL GABLES SEC A PE;5-102 LOTS 11 4 12 ELK 4 LOT SIZE 100 E:120 0R 12523- 1009 0585 1 Coin?: l,in -ro-rat c g ,'fir; 1*/ 11192 } — STOP ALL. WORK Ll APPROVED FLAN NOT BENG FOLL.O'V E6:: 0 VIOLATION OF ZON NG LAW Q PET.IMIT NOT ON JCSL',. Eli APPROVED PLAN NOT ON J= B Li * RE,riN °puc.7:TIoN FEE APPROVED n El REJECTED Tpal t : k s`OI a7la a r OT 1:11- DY THERE IS AN AUTOMATIC RE/NSPECTION rEE IF INSPECTION I8 REJECTED WORK OF THIS CATEGORY MUST CEASE, UNTIL APL OVx 4' CORtI CTIONIS ARE '€ADE. e REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINL'. R£ INSPIECTION FEE MUST $'S PAID BEECRE FIESCHEDUI_INn ANr:Mt / INSPECTION. CALL THE APPROPRIATE PHONE NU6,4Y Eli TO SCHEDULE AN INST .CTION FOR THk NEXT DAY BUILDING $ ZONING: 460-5245 FIRE__ 460-8563 INSPECTOR NLL/"WR P4lBLIC• 460-5t26 1 f 1 LEAVE Srt E 2. 3. IN3P CTOft COPY 4 + F e 9 130128 a . 1 17, -N s r STRUCTURAL 614.,ANDERSON__ D __ + N449 ! . _._ TIE .SEAM —._.01 __FLOOR P8REZ ._RAUL _1 _- 930103 A022198'4 485220.3 9.100081 :92086423 92083341 µM1 I ADDITION (1483.83.01).3T3, PORCH CONVERSION, TRELLIS, PAVER 4.:IRIVEWAT,-- PATIO,-.IXT STEPS, -INTERIOR ALTERATIONS _4120 000 411186010270 , ._m._ :_-IGNACI4 8 ESA )7, GPACIELA fa 2614 ANDERSON RD • ORAL r.,GABLES :1'L ._ ../3194480 CORAL GABLES SEC A n : 5-102 LOTS :11 `R 12 BLit 4. LOT SIZE 100 S 120 OR, 12523-1009 0585 1 • i k 'STOP ALL Vd K Li VIOLATION OF zotv.aa AFT 4 EJ. t; 'rn, • dig `. 1,._.i s\, >:..i F z'%. E'6v Ntin ii!'_s_ti< Er...J P N::; THERE ..ILAN AUTOMATIC REINSPECTION TEE iF INSPECTION IS REJECTEDCOMMENTSrr, WORK O . TICS L/ATE:004Y REMOVAL OF THr: GAFµ.¢ 113 /L1. "f- °Y :A" 1.) ::`_:in jEC sae nFE:•,!:SPECT/ON FEE mJ.15 CALL THE.'[ lNam; w., 1qi s ry APPFi€l"PnikiT° F8'e lam i.':C_5 ®ei f3: 174..ii BUILDING is ZONIti 460- 5245 — I 1 i ,R 3TE C ARE' Paz '• y 4)1t+ • 460-3.563 460175026 • s V' W t% t' y 4 A r: T1 ii 2614 ,,ANDERSON_.,BD _ N111. _. ROUGH __--.__NLECTRICAL_..-_UNDERGROUND 3 C",.r r PRAN.itEA._"LEG ::.CONTRACTOR _INC MATES„ Amor*, 2 ; 92t000$t i 92116551. ELECTRICAL C , G: _..SEC. A _._ 000000 :.. _._. 00182787 ,r 6621308 _J.48522093 92083341.. ADDITION (14 3.83 SQ !sr), PORCH CONVERSION, TRELLIS, PAVER DRIVEWAY, PATIO, SXT STEPS # _ _INTERIOR ALTERATIONS .;4.120._000.—_...• 41180010270 !. -___ 3GNACIO B GRANDA 6W GRACIE i „ 2614 ANDERSON RD }. r CORAL .;!Cs1 BLE8 . EL ___ : _33134480# '. 1',CORAL .GABLES SEC A PB 57402 LOTS 1174 12 BLK 4 tov SIZE bo E 120 4R -. 12523-1009 0585 1 w. STOP ALL 0:0f.11 . I VtOLAT!ON Or LO!`JrN SEJ7CTED COMMENTS FROM' tt-dSK,CTOP OAK OF THIS CA TE 011Y MUST r 6t 4T a it AD FIEiNSPECTION • MBE fil LIiT `? W 13.4!. CALL THE APPROPRIATE PHO-, "E 3 ,,,air ,.5:17; TO scH,#::n,T.E. AN IN Sr ?P $ i'E; t BUtt_x tNc. & ZPNi,.71 460-5245 60-5563 3. i 1x . 460-5026 s w. a e L. E 92110625 „;:10E-A- -.-ELECTRICAL 2614 ANDERSON ROUGH FRAN SEAi ELEC MATOS SEMI() RL Cr Q SEC A ELECTRICAL 01 nooR CONTRACTOR me ADDITION 11483.83 SQPT), PORCH CONVE&SION; TRELLIS, PAVER DRIVEWAY, PATIO, ZIT STEPS; INTERIOR ALTERATIONS ,t aao 41180010276 IGNAC/O S GRA DA AW ORACIELA - 92100081. 000000 i 001827857 4621308 ! 14a52Z095,. 92116551 92083341 2614 ANDERSON RD CORAL GABLES 331344804 CORAL CA8LE8 SEC A PS l-102 LOTS1 i .12 RLK # SOT SIEE S00 E 120 12. 513-1005 0585 1 t. THIS 2S ° i" A GROUND R 11/ 18/ 92_. STOP ALL WORK 5 VIOLATION OF ZONING I„?. `Jrd a• lkPPROV D REALCTED r/ ea? -, 71 I WORK C)F THIS CATEGORY del"/ ' - 9.2 J .. sf ..1 1 'L`h.NOTr.OE_LowuD i x Nei oNJi; a roa 14s . NOT READY T:7 D.C.PiInECTIPNS APE [MADE.: REMOVAL OF THIS CARD IS N'",1 St r r. CT TO Fr,! E. f REINSPECTION FE: rz MUST r'3e: F+:, . C...:f=,e, ;'^i:.;.:-`-"u.z. 9: 1tk ", z,.?. !E_- "-i, a d•!0.. CALL THE: 4Pi; ROPRLATC PHONE ' E1 ,001. I7:. 44N DAY L BUILDING & ZONING: thK}' F is i'ClF N1..ar t', 460-5245.- 41, s 460-5563 WORKS: 460 5O26 a 4 sfY.` 1 I f d k; i.-c- 92110759 2614 ANDERSON Rn t1446 I SLAB 01 nooR i _ PER$8 Ran t 8TRUCTURAZ CQSECA. I 930103 __ ' i a!i- t U 92100081 .92086423 92Q83341 OG2 9.841 .. 148.52. "Q 3 n ADDITION (1483 83 SQ FT), PORCH CONVERSION, TRELLIS0iPAVER DRIVEWAY, -_PATIO, _FXT . STEPS, TERIOR ALTERATIONS_4120,000 r; 41180010270 ___._IGNACIO S :GRAM &V GRACIELA 2614 ANDERSON RD. RAL .4GABLES ..FL _,331344804 q._. __.. CORAL GABLE$ SEC A PB 5-102 ion- it a 12 BLIC 4 _ LOT SIZE 100 7C 120 OR 12523-1009.0585 1 1.1/20/9'2 STOP ALL yy : VIOLATION OF ZONING R JEC E9 i V fi' T .1Nii . .%L I, 0t! `L r =,' u r c m ,€ * yHERE.,140: AUTOMATIC REINSPECTION FEE IF INSPECTION IS :DEJECTED T 4 4,_• rd-u rZ I31n N Yii iE .:. MADE, REMOVAL OF THiL CARD IS ILLECAL Al° T., REI 3 PECTiON FEE Vf,',PAID EUitw.i INC; &_?0,t1 .N i$1"-6, 460-5245 til 460-5563 ° : F 460-5026 I 1 fG-e¢ ik'" .. 1 ;1. ib> tw.: 17- t• 42110459 2614 AND SONN 1112 9 i 1__ .M T..ROUGH _ PLUMBING - ._g l _ i'LOO pEREZ _JOAQUIN EREZAJMUIN 92116302 ..: f PLUMBING 0 _0 SEC A 562655.3_ ry -• AE 7 k 2208I3#1 :.. P003039 2 1652127-09 ADDITION (1463.83 SQ PT) , PORCH CONVERSION, TRELLIS, PAVER JRIVEfITAI, F TIO, EIT _STEPS, INTERIOR ALTERATIONS 1120,400 - - - 41180010270 1_.._.:...._._IGNACIO- $ _:GRANDA.:lat mama 2614 ANDERSON Rs n C $7 L QADLEB ..FL.. v:331346804 - CORAL GABLES SEC A IS 6-102 LOTS 11 & 12 ILK 4 LOT HIE 100 X 120 12523-1005 0583 1 11/13/22 STOP ALL l onK VIOLATION OF C1^ iC LAW APPROVED-. a aEJEC "a x F„„j NOT- BEING FOt.LOWED I i13: NOT O;..iOE? FLOVED PLANa= NOT Or.. JOB fCi1FaEL E.; 00T WORK OF TH/S CATEGORY P..Uw:i CO RrCTIONS.AriE 11.1, DE. REMOVAL OF THi c4PE) 4 a i.,,Pr,C= A TO V €; RIeIPSPZCTICONFEE MUST PA'ACALL THE APPROP(M.,TC,P ION l'41P,. ,- ,:" TO SCP,'1'..,N. FOn Tits: tq ACT DAY 4604245 1' OH -a 4604563. OR r r t60- 5026 4 S i m+ IS4wr T t 3 0. r F 4.2100966 fv 614 _ANDERSON.._RD I N416 -FOUNDATION r r:;; PEREZ _AtAIIL 14100081- Ci iN w. CO.P..fit.. G LLE ri ..:.AT .(I 22086423. I;" ADDITION (1483.83 SO FT ), PORCH CONYERS F c:,oir 1 r r c, „DRIV'E'WAY r-- PATIO,-- ACT STEPS, ._:.INTERIOR . ALT 41180010270 i IGNACIO S ,!"iRANDA 44/ ARAC Ina 2614 ANDERSON RD a4ORAL GABLES IL .— 231344804 ..._: CORAL GABLES SEC A PB 6` 135234009 0585 1 4-^J STQP ALL 1IIOniC f l•VIOLATION OF ZOYNU't_AW APPROVED .. LIf 4 .-, STRUCTURAL - m c.- 30109 - A02219871. 44_1-0101 r r=422446 92053341 ION TRELLIS, PAVER IONSV-4120 if000 102 LOTS 11 S 12 ELK 4 LOT SIZE 100 x 130 OR 4`" PPR QV E0 PLAN Nar BEING ECU_ Pi.:f 1i,1°i f'40T ON,..1DB AP F.I. OVE-0 PLANS NOT ON JOS ION FEE - WED op NOT READY COMMIu s * gE XS AUTOMATIC REINSPECTION FEE IF INSPECTION is REJECTED WORK OF THIS CATEGORY MUST STW=$T ?. APPROVED CORRECTIONS ARE MADE. REMOVAL CF,T HIS CARD IS ILLEGAL N 11: S P: .WCT TO IN IEEINSPECTION FEE MUST el: 12: E0 frs'rn' C-1.1E: 1..,IL.ING ANC IN SECT:ON. CALL; THE APPROPRIATE PHONE WA/1 ,RY,R TC.,. SCH.:1301.. Ar. Ia'•: ri:CTION FOR THE NEXT DAY BUILDING & ZONING: a, 3 460' 4246 E-, F.a:; 460- 6563 4604026 I. LEAVE: AT S1 11 - 2. OF;',:.:k., Plc,PECTOP, COPY d 1' s? j, IPt C 492100175 2614 ANDERSON RD N912 y ,_ I _ -LETTER OI'_.:COMMENCEMENT ..- _POSTED PEREE EAVL:_L___ 9 9'EREZ CAUL 81121000 C ._G-w8EC._ 990103 t02219871' 4410201/37422446 92046423 ! 92083341 ADDITION (1483.83.SQ FT), PORCH CONVERSION, TRELLi8• PAVER DRIVEWAY,, _PATIQ".:ZIT _STEPS, ..INTERIOR. ALTERATIONS __ 120.:000 41184010270 ONACIO .:E _aRANUA ;6N _RACIELA 2614 ANDERSON RD CORAL _GABLES Ile .-:_ _131344844--:-- i, CORAL `GABLES SEC A PS 8402 LOTS 11 & 12 BLit 4 LOT SIZE 100f t :120 OR 126214009 0586 1 A: e 10/07/92 I 7WL7RK • i• .NOT BEING FC7i,i.OWE D. ViGLA T fO OF t'_ONI, O iOVE COMMENTS M THE 1 . L,, rAN ; Nor' :. 0,; JOB ir_ t,. ) EOTION FEE - WFOLATI NOT READY WORK (.) F THIS CATEGOPIY UNTIL AP;1'::,..0'ifEr,1 CORRECTIONS ARE VADE. REMOVAL. OF TFI S CAM:, IL.L.E.CAL AND Df"...,1A --.11::CT TO FINE, F' llok :i;"tION FEE_ MOST VC P,t,& i ;.:>T : .°L Y !! ii"` As°. ; rt•FEn I. Srt?, riON. C RLtiliE: APP#- OP;M"T #- ff,p m;.+fv :, w'=: To Sr:.11U-21 15 r-of2 THE NEXT OPY . putLpita e 60•1245 E 7 460-3563 P1-1, -! _Y. : 460..5026 i fv SlsEE:fOfi 3,•AtfSEF: 0-1 r a[ i' i. LEA Vr. AT SIT- x_ -; rc.,t7Tg0R, COPY .. 3021531 • sris,nnfrxc-- — 2614 ANDERSON RD N 2 2 3 RV) MECHAN f' Oc GCf"i CABLE NECHANICAL Ok1PLiOI.rV C 0 SEC :A Llt CON» • DUCT WORK •• 01. FLOOR LONrRACTCOP q mCa, K AIR 'CONDITIONING GONE $30201 1 000432625 MONTANO CESAR C r /. 6ii83722 268175295 92100081 902a699T 42083341 ADDITION (1483 a 83 Mfg .foT PORCH CONVENE' • TRELLIS R PAVER DRIVEWAY YAIIII0 EXT STEPS • INTERIOR ALTERATIONS 8120, 000 PPQFIDTTY COC:r 41180010270 IGNACIO .8 GKANDA AW :GRAM MLA 2614 ANDERSON RD CORAL GABLES 331844804 CORAL GABLES SEC A PS 5-142 LOTS 11 & 12 BLK, 4 LOT SIZE 100 X 120 OR 12523-1009 Q585 1`' COMrn_7f_d_iT1i-r->=1:h",r_C=T7P._.----- CnTt 02/ 26/93 STOP ALL WORK C VIOLATION OF ZON3NG LAW A ROVED REJECTED 4 t. jfaPFTiOVE:ai'I..API NOT E EH\IG FOLL,0VVEr) • PE NOT OK JOtl r? VE PLANSNfOT NJ,C^ B DUE TO. VIOLATION oR COMMENTS FROM THE INSPECTOR: ..... __: P 1 LI"'" O i'"*#' (ph:i/S__ WORK OF THIS CATEO T:Y MUST C A :: UNTIL A ) I D CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL. AND SU JEOT TO FINE.. REINSPECTION FEE I4IUST DZ..- PAID REFOR7. RI 3 H:7.. IILING ANOTHER IN V.7CTIO i. CALL THE APPROPRIATE PHONE [+fUMaER TO SCH1:CuLE AN IN•. }:ECTICN FOR Tfif7 NEXT CAY i+ Ar BUILDING & ZONIN4: 8075245 Fit-460-5563 PUBLIC WORK,46075026 . A ri 1. LEAVE AT sriE w ICE 3. PNSPrC O t.COP Y . o IFT k- T F. i ItJSr':E--Y?(.4N hJI. F.A"riW, S; 93011176 2614 ANDERSON RD • CITY 0 CO AL CAELLS I" SPECTIO% m ronT CAT .G::P STRUCTURAL CGSEC A c N436_ - RE •-•ROOF SHEATHING. CON fHACTOR -- - _ r Tt(1.,P!IC r.4M '.7541L NUMB !;-..F! PEREZ RAuz L 430,103 A022198 1 ice ,._ m :,-...s as i a .Fh: ... i 4C. .., . Y,(:: :, ., _ :. ,':TPLO_ h h Ki m. i 92100081 , waC 1 AyV8b4? M{`4 M FADDITION (1483. 83 Si) FT), PORCH CONYERSION , TRELLIS, PAVER DR/VIVO, _PATIO ,._;. EET_STEPS , LNTEalOR ALTERATIONS $120,000 Pr; OPh RTY QOD(. i,.yl+/. I g .mil. *.' A - GRAC 2614 ANDERSONRD ORAL GABLES _.FL...:_ - 33.1344804 CORAL GABLES SEC A PB 5-103`LOTS 11 & 12 BLE 4 LOT SIZE 100`E 120 OR 12523-1009 0585 1 INS P.BYr RAMOS, CLAUDIO _REASON t _N4T:,.REA.DYCA rr. 0 /01/93 STOP ALL WORK : APPFIOVED PLAIN NOT BEING FOLLOWED El VIOLATION OF ZONING LAW PF.I P ITNOT ON 40E3 j(4fAPPROVED REJECTED L APPROVED PLANS NOT 01'4 JOB Rk_INS,PEC, TION F'PE DUE TO: V' ORATION or; NOT READY THERE IS AN AUTOMATIC REIN"SPECTION FEE IF INSPECT/ON 1S REJECTED COMMENTS FROM THEINSP CTOR:._ 4 WORK OF THIS CATEGORY MUST C 'ASt; UNTiL ApriLiOvED C[.3K R ECTIONS AnE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. HEINS PECTION FEE I41UST S7 PAID ETTORE Fib: 1-- 4+LINC, ANOTHER iA q;ECTIC'N. CALLTHE APPROPRIATE PHONE Ni3M8ER TO SCH :OGLE AN INr }rCTION FOR 1 i i`w I'SEX'a' DAY PLIFLIC BUILDING & ZONING: 3rasTN:. e' 1 T m a 77717 Ff 460- 5245 E.: 11F 460-51563 g`1 LEAVE AT . Silt- iCti. 3. INtPfCTO:;-4 cops 4607-5026 p fa i Lof r 23030 M 2614 ANDERSON 'RD . TYPE .. _ r 435 ROOF TRUSSES COPirFAcTOP PEREZ RAUL L LEI ry CryMa" L i f ali STRUCTURAL • C G SEC A 930103 _ 1' 0221071 i 2661 5295 92100061 i 92086423 92083341 Mi4TION 1 148383 SQ PT) DRIVEWAY, PATIO, ZIT .STETS,:, PORCH CONVERSION, R'RELLIS, !AVER INTERIOR_ALTERATIONS__$120000.0., 1;1.1' 41180010270 IGNNACIO MANIA .&W 2614 ANDERSON RD CORAL GAUSS VD 3.313.44804_ . CORAL CABLES SEC KID 5-102 LOTS 11 4 12 SILK 4 LOT SIZE 1002 120 OR 12523-1009 0585 1 03/11/93 STOP ALL !^ : tRK VIQLA.TION Of': ZONING I:_AV,I REJECTED f93 T B :.`.N A FULL.ii" E O L97 TO: V'OLATION s'I,4,1T NOT ON Ji.Dt1 Ci i fS - 8iri.L g p MENTS FROM THERE IS AN AUTOMATIC REINSPECTION 9'EE 'IP I I ECTION "IS REJECTEDChST€ i d rY 4:T 1r#° __ Z' fr; . fis/.1:a'e7 ce. t WORK OF THIS' CATEtORY MUST CE1-)Sf.r. UNTIL .9547i--1-;0°',It.,0 REI aiSPECTION FEE MUST RE PAID R: O ;_ i'i<.".a`.H:'DLIONG CALL THE: APPROPRIATE PHOF. F. N,LAIS.1 i H. rmLI: F, AIN! iti .XT LAY r 000 r BUILDING & ZONING— fNSi'f; L;FOH N1_11,-T a{ E 2. OFFICE :1,',;)E T9Cc PY 460 5026 w r L 11" c/ s I 3 i n. e 93030758v___ i w STRUCTUItAL 2614 ANDERSON RD C G SEC A 2,' • T #.. ., w ••TRUSSES • PEREZ "RAUL L 930103 • 002219871 148522093 92100081 92086423 • i 92083341 ;. yew - r . r tr,n g .,., - ADDITION (1483.83 8(1•FT)# PORCH CONVERSION, TRELLIS, PAVER i DRIVEWAY, PATIO, EXT STEPS {,INTERIOR ALTERATIONS $1204000 f, : Pi:10 F ,1 . .... i, - - CONTRACTOR - 441.80010270 IGNACIO S G ANDA 8W GRACIELA 2614 ANDERSON RD CORAL CABLES FL 331344804 CORAL GABLES SEC A PB 5402 LOTS 11 S 12 BLit 4 LOT SIZE 100 X 120 OR 12523--1009 '0585. INSP.BY: ORUNA, FELIPE E. REASON t NOT READY 03/12/93 0 STOP AI -I- WORK 4 VIOLATION OF ZONING `,A `v APPn0 _D REJECT ED i..a• F o r-!# € Jf _ Y° r p• EADV THERE IS AN AUTOMATIC REINSPECTION FEE IF INSPECTION IS REJECTED COMMENTS FROM THE. INS: CTOR WORK OF THIS'CATEGORY mus1' i.fg3;Nt..,P. 4afVE.w.. a,c,ioNn v,. REMOVAL OF THIS. CARD Is ANi s ,W1 °rC , REI NSPECTION FEE MUST PAM E".-7s 0r CALL THE AF'?Ii63€ ELATE NUs0Eg TO rC I.WO. U E; 4`E EX TDAY INSPECTOR M, FfBiA 460 5026 s f I 2 C T- 34' a is ::: 7:„ C5"a COPY 92110625 2614 ANDERSON RD TYi'E ELECTRICAL _ _01- . WOR . FRAN BEA _ELEC CONTRACTOR ItIC CITY OF.0 REPOirr ATO4 SERGIO. 92100081 92116551 T :, ,... ,.. , ADDITION (1483.83 SQ TT), PORCH CONVERSION, 1,'RELLIS,1UMC R DRIVEWAY,; __ Phi' IOL _. MET B.TEPB,.. _INTERIOR ALTERATIONS 1120, 000 C EEC it 41180010270 I IGNACIO $ .GRANDA 41W GfRACIELA 2614 ANDERSON RD A_ __ CORAL , GABLES .:n _..._331.344804 14 CORAL GABLES SEC A PS 5-102 LOTS 11 4 12 ELK 4 LOT RISE 100 X 120 OR dol 12523-1009 0585 ` 1 THIS IS TOR A GROUND ROUGH**** INSP . BY: TRANCO,._ .ROEERTO 03/12/ 93 STD L.L WORK VIOLAT'ION OF ZONi:N0 LAW APPROTED REJECTED kyxti COMMENTS FF6t?M THE: INST' CTOP FLAN FOi.1.0W7D NOT oN r•—; REMOVAL OF THIS CAnD IS ILLEGAL ND EL1 1n ,.,T TO REIN$PE:CTION FEE MUST C,F PAID R F oka r t.4.9 EN.1N if:.:.t*EC; RX-4.. GALL THE APPROPRIATE PI-IONF: Numt. Ii TO SCITEDULE AN i.f;n M F Eta Foil. TH7 I° Z1XT DAY BUILDING & ZON;NpL 460-3245 ray 460-5563 I. !.£".A..V : AT StE 2, 61'7'4;17. . 3 a $S.,-E-C. O. C,C, xy 460-5025 11111111PM 111 �� 82100061 CITY OF CORAL GABLES 2614 ANDERSON RD. 14 PERMIT APPLICATIONFERma f o QQ ! 11 3 ALL OF THE FOLLOWING MUST BE Application # Square Footage: Type of Permit: [ Building [ 1 Mechanical 1 Contractor: Check one of the following ( ontrac or: MCOI # [ 1 Owner/Builder -- _ c �3 Phone Number: CONTRACTOR'S ddress R'S NAME: �F >A �— --- State Zip Code . _ City Address � ' Phone Number: _ z K State + 1 Zip Code -7_142i_ 135 1 Plumbing [ 1 Roofing Control # Estimated Cost $ [ 1 Electrical 1 1 Sign 1 1 Zoning [ ] Misc. ENGINEER NAME: ,ARCHITECT/ ���. City Address , ' c. A _ SITE ADDRESS 1 i) LEGAL DESCRIPTION: Lots _ 1 9 / tilocic Section OWNER'S• Phony Number: Addddress } c r i/i/2 State ._. Zip Cabe 3C - rss NAME: _ City C' ,`' MISCELLANEOUS WORK DESCRIPTION: Y 57 6-'dJ ST{2-tiereI e. a4 -1.0 y' Y Application is hereb made to obtain a permit to do work and installations nst l ion editate t the standardsds of 1 laws that no work has commenced prior to the issuance of a permit and that all work Ira he rform mit e regulating n the construction in the City of Coral Gables. I understand MR t a separate per itCrntist b , secured for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, ETC. (mot -� l edne OWNER'S AFFIDAVIT: I certify that all the foregoing information dzoning.is accurate and teak all work will be done in compliance with all applicable laws regulating construction 1 Signalturec OWNER DATE: NOTARY AS TO OWNER My Commission Expires: Signature: CONTRACTOR (OWNER/BUILDER) DATE: q — 6 - AS TO I CIAL NOTARY SEAL (; LINDA SUSAN BEIL y COMMISSION Nutmeg My Commission E� MY coMMtlsslarr EXP. - — t WA 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. FEES PERMIT FEE $ BOND CODE COMPLIANCE LIEN FEE RADON GAS TOTAL FEE S _v ?cumin NC 1031 SCELLANF.OUS WORK 2032 BASKE}BALL POL 2.035. DRIVE-RESURFACR EXISTING 7039 2038 2039 ZCl40 2041 .Z042 5PA/HOT TUIYABOVE-COMM KIT C,BN1TS-NEW/RMgr KIT COUNTER-NEW/RM./RP MISCELLANEOUS SATELLITE D]SH ANTENNA SCREEN REPAIRS 2043 SPA/HOT TUB.ABOVE-RES POOL/SPA-SAND & MRBL-COMM 7.15 POOL/ST'I+SAND & PAINT. Z016 PRESSURE CL.F.AN ONLY-COMM 7,117 PRESSURE CLEAN ONLY-RES 701b ROOV.SAND & PAIN-1--COMM 7.019 ROOF SAND & PAINT-RFS 2020 SANON[AST ONLY-COMM 7,021 SANDIE AST ONLY-RES 1122 AWNING-COVER/REPAIR ELEC'TRIC'AL F. No TYPE QTY E N0 TYPE Can E4127 A/C C`TRI, 1.3 TON E037 FIXTURE -LIGHT F A/CCNTRI.4-7TON ENO FLOOD LIGHTS 2048 A/C CNTRL 5-t5 TON E001 GENERATORS ETC. E049 A/C CNTRI. t6-20 &066 GENERATORS, ETC. 2050 A/C CNT1.'L 20+ TON E009 LOW VOLT -BURGLAR 7075 C MIER E046 LOW VOLT -FIRE E028 CLEAR VlOLAT1ON5 E060 LOW VOLT-T.V. 2043 DEMOLITIONS E051 LOW VOLT-INTEROOM Er 1 MINiMLM Fre E029 MOTOR -EQUIP GUILT ECX16 SF,RJICZ/FEEDER E030 MOTOR -EQUIP OUTLT 17[152 SERVicF/FFEOER E035 OUTLET-COMMPROAL E012 COMPACTOR E041 rKNG LOT LIGI I1S 17.013 DEEP FREE i:R 17042 PLUGMOLD/STRIr E014 D[S 4WA.S1 rER E068 i'L.roTs F0i5 DRYER 17005 RENEWTEMrSERV E061 REPAIR CIRCUITS L GARBAGE DI C!SAL E006 ROUGH WIRE•O1S[LET EMS HEAT RECOVERY _ E003 SERVICE REPAIR 2019 OVEN E036 SIGNS 2020 ILA NGE:/RANCETQP 1111 E055 SPAS/HOTTLATS F014 • ATE: CONDEMNER -5 E065 SUBFERDS au FaR1G-COMM (I'/III') - E.066 SUBFEEDS E021 E067 511BEEEDS SPACE HEATER E045 SWIM POOL-COMM 17024 TIME CT DCK EI*4 SWIM POOL-RESTD E02S WASHING MACHINE E007 SWITCHBOARDS Ii025 WATER HEATER 2002 TEMP RFRV [TEST? E062 FPL - LOAD COiNTROL E004 TEMP FOR TIr4T-30 1.1]10 FIRE ALARM/PUMP E032 TRANS FOR XRAY 2035 FIXTURE-E.OUR,ESCN"T E034 WELD MACH OUTLETS E039 FIXTURE HEADS M No 1 MO23 MC17O M094 1,!117 MECHANICAL. TYPE '641:11 M U 1,4 Fee AIC CENTRAL - TON A/C WAI.I./WNDW-BTU ATR HANDLER - TON QTY M141 ATH FAN . VENTED MI64 MSeE 1199 M211 M223 M735 M258 14 5 M329 Ms42 M376 M199 DOILr-R CONDENSATE DRAIN COMPRESSOR REPLACE COOLING TOWER DRYER DL7CrA'ORK FIREPLACE HEATING - cAC-1 HEATING CNTRI-B11J INTER COIN BUST ENG PAINT 9OOIIT AUTO PAINT BOOTH OIHE.R PIPE/FLAMMABLE LTQ ZONING M No TYPE M422 PROCESS/rRESSPIPE M466 rRESSURE VESSEL M469 PRESS VESSEL.UNIT D M495 REFRIGERATION -BTU M505 REPRIGERATION-FT M516 REFRIGERATION -TON 1.1520 SMOKE DUCT • 4 HR M528 SMOKE RMVL - 4 HR Q.I.Y. J 8,1540 STEAM ACIIJAT MACH M551 STEAM BOILER M563 STEAM BOILER-H/W M587 STEAM BOTLER•MLN1) M610 STEAM DP VE MOVER M614 STORE TANK -ABOVE M657 STORE TANK-1EL.OW M641 VENT HOOD-RESIDNT M704 VENTILATION Na TYPE QTY Z No TYPE Zp01 8A1NE7.1UM FEE Zix12 DRIVE1VAYSEAL-COM 71113 DRIVEWAY SEAL-RE5 ZE04 FLOOR RESURFACE-COMM 2115 FLOOR RESURFAC&F S 7106 FLOOR SCRAPING -CO 2007 2,0119 PA[h\T/PRESSURE CLN•COMM 2.059 PAINT/PRESSURE CLN-RE5 Z510 PAINT DNLY-AFTICOMM/E C a SCRAPING-RES 71]11 7.MN T ONLY-SF/DUPLCX/1-TC ZI1I2 2013 POOL/SPASAND & MR1L-RES 7.014 POOL /5PA-SAND & PAINT-COMM ES 3 CANOPY -COVE RI RFI' AIR 71BI MISCELLANEOUS WORK Z044 Z047 2050 Z051 2052 EMS 7.054 Z302 7303 ,7325 2334 RATE CLASS W - MINIMUM 0501-1000SQFT 1001 & OVER SQFT LANDSCAPING - COM LAWDSCAP1NG ES POOL/SPA • TILING TILING - E7CTERIOR 1TLIC.'G - INTERIOR RATE CLASS 06 -MINIMUM 0101.300LFT. 300& OVER LFT FENCR - ALUMINUM FENCE - C3-IAIN LINK 2342 FENCE - WROUGHT IRON P No 'TYPE • A/C CONDENSATE 80 A LINES P980 AREA DRAIN • CAP FDCIVRES CAP WTR/SANITARY LINES CATCH BASIN'' GAS -INSTALLATION GAS - INS1AUAT1OFJ CAS - NATURAL P028 " P965 LAWN SIMMER SYSTEM P966 P013 P026 Per F930 P961 P985. P940 1962 MTSC REPAIRS [S15A01 MINIMUM FEE OVER THREE TTP141S POOL FOUNTAIN • PIPING POOL PIPING ? ' PUMP/ABANDON - SEPTIC RE -PIPING RELAY ROOF INLET (DRAIN LINE/ ROUGH -1N 1. sET5 BATH TUB CLOTHES WASI- R P DENTAL CHAIR P DISHWASHER p DISPOSAL F DRWKJNG FOUNTAIN p PLORiDRAIN ' P GREASE TRAP TEMP WATER CLOSET P VACUUM PUMP _ - _ P WATER CLOSET L'901 ` SEWER' P910 5. CONNEC'T-INSIL Q.N OUT P963 SEWER CONNE[.11ONS P964 SOAKAGE PIT 6OL5 71) P990 SOLAR WATER HEATER P951 WA PIPING F023 SUMP PUMP '1 P970 - TANK REPLACEMENT 17014 TRENCH DRAIN - P992 WATER HEATER f F741 WATER SUPPLY TO A/C P754 WATER TO FIRE SPRINKLER 1780 WATER TO HEATER -REPLACE 1'767 WATER TOHEATER•NEW ___, P793 WATER TO LAWN SPRINKLER P906 WATER TO SWIM POOL WELL . P819 WATER TO WATER SERVICE ROOFING SQUARE RE FEET 5557 RE -ROOF 5559 ROOF, NEW I. 5561 ROOF, REPAIR' ° S566 ROOF SANDBLAST It PAINT 5522 GUTTERS & DOWNSPOUTS TILE TYPE TILE COLOR ADDITIONAL INFORMATION: , ti }r' TRADE OFFICIAL'S SIG -NAT -1101 . REtEIPT# 083045 93090275 CONTROL • PAYEE CIT( - OF CORAL GABLES PAGE 1 BUILDING PERMIT INVOICE 92083341 PEREZ RAUL L 1070 VENTURA AVE MIAMI FL 33133 DATE: 09/07/93 TI=ME: 1.0:35 MCOL# 002219871 PHONE - 93-0103 THE FOLLOWING • CHARGES ARE BEnNG : ASSESSED FOR PERMIT ISSUANCE OF APPLICATION #93096157 . . PROPERTY: 41180010270 CORAL GABLES SECTION A LEGAL DESCR: CORAL GABLES E A Pt 5-1O2 LOTS 11 & 12 SITE ADDRESS: 2614 ANDERSON RD CODE DESCRIPTION A653 Revisions to ex.irting .Plans. (per sheet) RECEIVED BY: *CHARGE* *QTY* *AMOUNT* GLH... ACCT CUSTOMER 15.•0-0 8 120.00 001322110 $120,00 ********* BLIP -821 07 SEP 1993 09:20 OWNER SITE AI)JMt PROP CODE: LEGAL I)SCR: CITY OF CORAL GABLES BUILDING DEPARTMENTPLAN P:1('FA'GE REVIEW FORM V(.)1{ APPLICATION NUMBER 930 16157 IGNACIO S GRANI)A &W . {,NA(",1.ELAA 2614 ANDERSON RD 41180010270 COUAL :GAL4 kS SECT IC)N A CORAL GABLES SEC A PJ 5-102 L(YI'S 11 & 2.2 8LK 4 LOT SIZE 100 w 120 OR 12523-1009 0585 1 -LOUISE A TANIS CONTRAC'T'OR: OWNER LICENSE NO: ARCHITECT : ENGINEER . 'T'ypf,., Exp Date: CONTROL* 92082341 STRUC'T'URE : RESIDENTIAL CONST TYPE: ACTIVITY : ERECT ZONE COPT: : 0800 USE : ADDITION (1483.8 # SW ? .!') , PORCH CON :' 'ItSi0N, TRELLIS, S, PAVER)DRIVEWAY, P SQ FEET CUBIC FEET: HEIGHT . # STORIES . # UNITS : 1 F LDGS . EST VALUE : 020,000 U1:13R.(X)MS: *, BVI'f1S CRITIQUE SHEET JOB ADDRESS APPLICANT PHONE # 1 L‘ i-)1( 4-r "Pc r APPLICATION # 9 3)09 (- SHEET OF MISCELLANEOUS DATE COMMENTS INITIAL HISTORICAL BOARD OF ARCH. BOARD OF ARCH. ZONING ELECTRICAL PLUMBING MECHANICAL STRUCTURAL FIRE FEMA PUBLIC WORKS BLDG. OFFICIAL DATE INITIALS D Appli tion # Square Footage: Type of Permit: ILflhitIi%IIIll11UI) I7i9I CITY OF CORAL GABLES 9.2/400 If/ 92100081 2614 ANDERSON RD. PERMIT APPLICATION HATE: irl7]� PERMIT # ALL OF THE FOLLOWING MUST FILLED IN I3Y APPLICANT ACCORDING TO FS 713.135 CIV4:\3(V-1- tio\!tiroff Estimated Cost $ [ ] Plumbing [ I Electrical [ ] Roofing [ ] Zoning [) Building [.S. Mechanical [ ] Sign [ ] Misc. . ntractor: COL # 9 r[ ] Owner/Builder Check one of the following: 1 1 7 � �.� CONTR : / • . / / (b 61a1V _ Phone umber: Address C S J _L City State _L Zip Code?4J Address �% ' ARCHITECT/ENGINEER NAME: Phone Number: Address _ City State Zip Code SITE ADDRESS LEGAL DESCRIPTION: Lots OWNER'S NAME .L= Address MISCELLANEOUS WORK DE Application is hereby made to obtain a permit to do work and installations as indicate. I certify t iat 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 applicable l�arnLs regulating construction and zoning. A Y ATE CF ELCRDA \Public My Cornrn Exc$/5/95 My Commission - • res: BONDED Signature: C DATE: Notar NOTA'Rbt yT&C BONDED My Commission iort Expires: iRA F'OR \' Oescr /BUILDER) WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOLR 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. Eq PERMIT FEE $ BOND CODE COMPLIANCE LIEN FEE RADON GAS TOTAL FEE .$ _ RECEIPT* 072634 CITY OF CORAL GABLES BUILDING PERMIT INVOICE 9302/524 CONTROL 92081341 PAYEE K C Alit CONDITIONING CORN 7837 NW 55 ST MIAMI EL 331660000 DATE: TIME: MCUL# PHONE THE FOLLOW/MU CHARGES ARE BEING ASSESSED FOR PERMIT APPLICATION #93026497 PROPERTY: 41180010270 CORAL GALES SECTION A LEUAL DE;SCH: CORAL GABLES SEC A PH 5-102 LOTS 11 & SITE ADDRESS. 2614 ANDMHSON RD PAGE 1 02/23/93 11:28 000432625 - 93-0201 ISSUANCE Or 12 CODE DESCRIPTION *CHAKUI* *QTY* *AMOUNT* GLM.ACCT M070 Air conditioning - central air - (ton) 4 Per ton or fraction of ton MI88 Condensate drain 1 Ketch M235 Ductwork 950 Per $1,000. M282 Heating - each 1 Mach M704 ventilation 50 Per $1,000 48.00 1 10.00 1 35.00 1 25.00 1 35.00 1 xxxxxxx*xx TOT LEASE NAY THIS AMOUJ1' ***mot** 3 RECEIVED EY : DAT )7, -%CAS 48.00 001322130 10.00 001322130 35.00 001322130 25.00 001322130 35.00 001322130 $153.00,"t******* ti 5 CUSTOMER PLUMBING I No 1 Y1'V 14 II F No - TYPE IIII I t ' A/C CNI[al. 1.1 TON 1`-1177 I'in ''RE.LR:111' 1.1147 A/C CNIRI.4-7 TON LIL40 E03 CICS6 FLOOD L13,11 IS GENERATOR, L°TC. CI'NFRATOIZS, ETC. MI 111.1 ME I04F1 A/C CNTRL H -1S 111N LOW A/C CNTRI. 36.211 Irlvl CHILLER IIIM CI.I AR VICII-A'DONS im NM 111EMEM I Rol i11W VLJLT•IV. I 4 IWMOI.111ONS ` LV51 I.OW VOLT-INTFRCDM Ft Mfr- IMUM flE I E1T29 MOTOR -EQUIP GUILT III 1,1.% SFKA'1CT/1r11DER F030 MEIOR•F t1'01111.T I1'6 Si-HVICE/lEIIWR E[1l5 OUTLET-COMMERC!AI" 11112 COMPACIUK E 4I rKrc LOI1.IGHN III I 4 DEEP IR1:L•7E.R 1•'047 PtUGM(OI.D/S1Tll1' 1:+314 I.)IS1 I W ASI TER L0ti6 l'A)S tS IniS DRYER F005 RENEW -TEMP SF.RV III MI6 TAN I r1l • CARIIAC] LAS U3SAl. 1 CAA' I TA HLI'AIR CIKCUI'IS ROUC:II WIRE-OUILtsr NM N111211111131 1=11 MI 101 1iFAT RECOVERY 7.020 RANGE/RA .NC;ETUC E1101 .6 F0,55 SERVICEREi'AIR SPAS/IIO7'IUDS Iin i AIR CONimriONr'Rs F[Y,4 SUBl'1•EDS i tr,2 RFrRII(;-COMM iP/T Ira Lra[6 SU!WE1us 1.021 1.31110CUC)MIS11C 1K7 SU41TL.D5 Li23 SPACE. 111'ATER F(C4 T'1MECLOCK 14735 FU44 SWIM P 131: COMM SWIM POUL•RESLU MI III MI ME I'[IZS WASI IiNG MACI FINE 151)7 SW1"FCI IUOAKDS Sigh WATT) llMTtR 1:3X)2 TEMP SLAV 4TFSf T,062 111. - LOAD CONIKUI, F.W4 TEMP FOR. •1PST-70 t 01 11A1. ALARM/PUMP E1142 TRANS FOR XRAY 1'LT 4 11XTURF-Il,CIURFSCNT L034 WEI 1) MAC11 cm./1t '5 FO.aa 1141`IIRE 11FAU5 M No TY7'F QTY M N« TYl'V: QTY mo23 611NIMJM LIT Mt422 IRC)L.TS5/l'K1^'Ss PIPE MO70 A/C CENTRAL • 11W1 4 M4b+i PRVE,URE VISSIT. Mks44 A /C W',ALL/WND3+1'.LI'11J 4 M469 - I'RI55 vEr-ks EL•UNIRI) M!17 AIR ILAND1,ER .-Rl)N M44) R13.3iiGER U AT1ON•UI _ .1141 _ IIASI1 rm.' • Vi:N3-I:I) M5tF,5 RLT7iIGCRATION-III` 51164 BOILER 64516 XEEKK:I RATlUN• l'ON %1IR6 CONDFNSAI L I)RAFN % M.C20 SMOKE DUCT - 4 1 IR MIa4 M211 C-t1%II'RF5 ('R KEN .ACE ` 61128 M540 wok ii RMVE. • 4 1114.. STEAM AC/VAT MAC! I COOLING; TOWER M223 DRYI-R NMI SFTAM 00%1.131M2.L MI"wSR DIX'IWCIRK _ f , Mc41 STCAM 'MILER -11/W IIR5]LACE „' Via M 417 STEAM HULLER-IIINI M282 IIfATING • TAC11 p MIRI4 STEAM DRIVE MOVER MILK IIFA11N1.:CrrrRL-01U M614 SLURTANK•ABOVE M.129 INTER CCYMBUSI 1NC„ 51657 SICIRC TANK -BELOW _ MTS2 rAINr Iv..xlcrit AUTO MMII VENT 11UUI) KIN ]�1/fI 6]76 PAINT F1Coni (MIER M 704 bU V iiMTTf] VV 11 4 y M3m9 1'I PE/FTAMMADI,F.: 102 _ Ij]f f`�iI_-I,/`'rt+�ilj I gal NINC 7. Na 7[X1 7032 /1113 Tll'li INIMUM T'E'E DRIVEWAY SFJII.•i'UMM DRIVEWAY STAL-RIS R OONt RISURFACF-C7MOM FIXXJR RIWRFACr-EIS 711)7 FLOOR SCRAPING -RUE 1(1)1 PAINT/1'Ki: IRE CIA-COMM 1lYiv l'AINT/PRESSURE. CLN-I1TS 7.010 7.111 I TAINT ONIN-APT/ CDMM/E EC PAINT t1I41.Y sE/l)I.Il'LF7C/FTC 7144 Z N,+ TYPI] QTY 7J11 LSC1-"L1.ANEUUS WORK 21132 BASKETBALL 1'IaLE. 7J1I3 DRIVE-R11SURFAC4 EJLISIINCI 71217 KIT CARNETS-NLWIRLSURF 7.016 KTI CoUNT1R•N1- /RESURF 7X34 MiscELLANEOUS 2040 SA IELLTIF I)ISl I ANTENNA 7041 SCREEN REPAIR: 71142 SPA /l!OT TLIIEABOVE CUMM SPA/11OT TOR-AHOYE-IRI CLASS al • MINIMUM /15 2 lk 1)L/SPA-SA NO .. MR I3L�OM M 71713 11,)71./SPA•SANU A MRBI, RthS zir11 IS)OL/SrA•SAND A PAINT•COF.4M ZDI5 T016 407 r(x)L/ST'A-SAND A FAINT-RES I'RF:S.URE CI.F_AN ONLY-COMM rRl•3 ,1JEE CLEAN 1)NLY. RIS 11116 ROOF -SAND & PAINT C0MM 7X114 711;0 7121 ROOF -SANE) & rA1NIT-RLS SANDBLAST ONLY •COMM SANIIHA.STfll L'l•RIS 71121 CANOPY ERR IEPAUR 1 'LU1I MISCELLANEOUS WORK ZOO, 015131-ICOU9()1'1' 71147 PIP & OVER WIT Z(ISM LANDSCAPING - COMM 7}]51 FANDSCAPINC • R17S 7152 PA-B]L/S1'A - 111.1NC: 11'1,3 T11.INC - 17(1T3IlUR 71]64 TIi.INC; - II+111R1OK 1.31.113 RATE CLASS 06 - MINIMUM {70}2 0151 -303 L FF 730)3 3W$ OV141Ll 2325 FENCE - AI.UMINLIM 7 14 FE_NC•E-C]!AIN LINK 2342 1 FENCE - WRCUGI rr IRON V No 11111 P912 19 ru 72 1'11.1) A/C CONDENSATE CAI' ITXTUR2S, CAP W1TI/SANITARY Li .b CATO I BASIN DLSCI LARGE WELL EQUIPMENT GAS - INSTALLATION GAS - INSTALLATION GAS - NATURAL CLASS SINK LAWN SPRINKLER SYSTF71I LAWN SPRINKLER SYSTEM MISC REPAIRS 4315.001 MINIMUM EI:E OVER T1iRFL- ITEMS P001. FOUNTAIN • PIPING POC)L rll'N'4 PUMP/AHANDON • SEPTIC RE ru'INC AEL.A I, ROOF INLET IDRMIN LINE} ROUGH -IN & SETS BAT"' TUB BFU irr C1CID IESWAR IER DI iAL CHAIR DIS1 MAR 113R DISPOSAL DRINK[N(: r•UUN-AIN lL,C7OK DRAIN CREASE TRAP ICE MAKER ■ INDIRECT WASTES 1N1ERCF PTOR 14 LAUNDRY TRAY V ATURY SIICAVT:R SINK 1TMP WA'17.R CLOSIIT URINAL. VACUUM PUMP' WAT JI CIGSET I 14 SEWER 5. CONNECT•INS1T. CLN'rift SEWER{ CONNFICTIONS SOAKAGE. FIT ICLI P1) 'ISM SOLAR WA -11:R [MATER SPA PIr1NC 1 23 SUMP PUMP TANK R1T'LAC-F.MFNT TR rr, l I DRAIN IFEMIENEMIMM • WATER SUPPLY TO A/C WATFIL TO FIRE SPRINKLER WATER Ti3I ILATER- WATER TO11EATFR-NEW WATER 10 LAWN Sl'RlNKI WATER TO SWIM POOL WET. WATER) TO WATER SERVICE 11001'ING S55'9 as62 5566 5522 %AJARF. Il l RIrROOE KUCW, NEW ROOF, REPAIR ROOF SANDBLAST & MINT CUTTERS & DOW NI51%)UIS TILE T1111 TILE COLOR AI)IMTTONAL INDORMATION' TRADE OFFICIAL'S SIGNATURE U1II1 11111111111111 11111111. 8 536 Box No. 186 92100081 2614 ANDERSON RD. FAX 442-64371 L. . OF CORAL GABLES, FLORIDA Finance Department ,ontractor Building Release Form 406 BILTMORE WAY P.o. DRAWER 141649 CORAL GABLES, FLA. 33114 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 (10) 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 formwill not be accepted by the Finance Department, License office, unless it is filled out completely (all lines, if something is not applicable place NA. on form.) and signed. Keep a copy for your files and turn in the original to the License Office as soon as passible. 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 Apl Nry F'�cxar Su to Folio Number 62/ , IDs s •�,#.:' 1: l 2 CZ 3 -i7oc1 Control No. .� 0 3441 Owner: App leastion No: q2, 0 St z 3 Permit No: Z ac2op.t Sacks! Security No: Date: q 9 -`.3 Address: City State: Zip: Phone: 2c,/ y 10(44)L lr / sod() 11-4,. Cc4L "Y 33,35 — CONTRACTOR /BUILDER: Cro4scsee Of Commune,' NG (CO' RRl/L i,, r°,E,t'4- c6S6 c2 1 t?9f Addre c? 7 v V g r� 4 or /114 r Alr fstate:g 3 i 3 Gip: Surveyor: Architect: WA' Y it) e CO ILL ' 4'. 5' f4 2.1 Municipal Cow -manors Occupational License No 01COL): vca2LZj #S' 7/ Phone: 4 Ts 79 4 IL S L9 /1 p 5' 4A- 7-c), License Office Use Only: THIS BUILDING RELEASE FORM HAS BEEN CLEARED BY: ATE: f e'tr , " DESCRIP77oN OF WORK DON& ,4 t 1 rs) rV . P[71"=C 1L c/a"), -ne- e LL J , JP ij 0/2- R-1 V a LA) L PST/ c), r SY.O.rit . /?: .t' A -L T,. e.„',e'-f Additional Or Revised Permits Required P C Lic Nn M l.: New R+ ICA41e yy 7 9107 72..: i £ X George Mo ilck Construction A Ad P .:X)- ;1234567 I. E i23 Merrick Way_ Cora/ Gob .s r 3,1134 New Residence 121 0 New Commercial 12 1 0,► tretuaarrtaK oq i 99e Vo 7 kE SStn etetral 11 l i S I Mechanical /< i C Al 12' will- coat + 0001f 3 Z1.,; Z5 Electrical FR WtW e E14 We. e. r n k'' i g Lae 00 f Z 1fS7 Plumbing Se M i U F/A.)6 1 p C L) `f ri, 36' ' 2--C. Rc'er. -J .1 .0 fE, z 000 : 5 q ' 2 Arse Fire Bprti flier Swimming Pool Pile Driving -- Elevator LPCiGAS Iaaeclathre Vi s D 4# , c 3{-? c / O \--3 S L -L) 5 .S yr Awning, (conttnwed•over) TYPEIPERMQTNO: Condroetar. Lternaa Na. (MCOL): Addrease Carpentry r ✓' L L fl=i12-T' - Ct c Q``jr1'lcg Y070 Y,', -)r044 A-1 MMAI( Concrete War; ` I Steel placing t Darr FrnoOCBSIMETAL 1 Flooring L CrrnitingIPrca.Crorut. L MaaonryBlocka 1 r Ornamental Metal —.— Fainting ,r Paving ply k. i PlasterlDrywall , Prost.Concrete Eret. ii Septic Tank Sign( Steel Erection 1 Tile li ` Tie Beams I Window* Faundattamma r 1 Pile Driving - MMacella ieoua REMARKS: DAY LABOR: Where this type of work is performed, the employer is bound by law to withhold from the employee's pay certain deductions for social security and income taxes and to make a return thereof to the government.. Also, other requirements are compulsory for the employer as to Workmen's Compensation Insurance and lor 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 4ntrac or was _. employed in any way whatever, and I hereby request that occupancy be permitted for th boue property. ar Owner Builder I hereby requ Licenad entractor w r^ rri col 7 occupancy be pe itted for the above property. 3133 ne f.p 4 re frVrr N. ----9309761.__=. CITY or CORAL GABLES INSPECTION REPORT �.. A r_,„,„„...,,_c_...•,,_„ ANDERSOIL RD r r N837 LZINAL UBLIC..11I011'KS._.__ PERES _RAUL la —,E, Ei i RAUL C G _SEC , 022118711- ,, • +Yr r� Ht,R , r; _L306445.5.fi90..rr�� �rtti, 13722448: ADDITION.(1483.E3 EQ ST),.PORCH CONVERSION, TRELLIS, PAt1ER DRIVEWAT, , PAT14 f 1ET. ETEP8, INTERIQR ALTERATIONS .1120,000 �: rwyrc r. c, ` 4.1.18011027.0 _L.:1.G NACIOlJ R _ &W GRACIELA `• 2614 ANDERSON RD 1ti4L .. .LE.S:m.__-_331.344804 • CORAL GABLES SEC A °PE 5-102 LOTS' 11 & 12 BLR 4 LOT SIZE 100 X 120 OR •12523-1019 0585 1 TFI6 IN.sP, tsj5 • 49/13/93 t _J STOP ALL WORK 0 VIOLATION OF ZONING LAW APPROVEQ R JECTED COMMENTS FROM THE INSPECTOR:. F I A17 Er rE T,� 0 APPROVED PLAN NOT BEING FOLLOWED'. L_ I PERMIT NOT ON JOB U APPROVED PLANS NOT ON ,)OB * REINSPECTIQI`: LEE DUE TO: VIOLATION 0R READY WORK OF. THIS CATEGORY MUST CEASE' ur.-rr .. APPROV D COFIR CTIOI ARE MADE. REMOVAL OF• THIS CARD IS ILLEGAL AND SUBJECT TO FINE`. * REII+t3PECTION FEE MUST BE PAID BEFORE. RESCHEDULING ANOTHER INSPECTION. CALL THE APP .OP1;EATE PHONE? NUMU'1 TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING ZONING: 460-5245 • L : 460-5563 INSF E CTGT1 NUMKR JF RL -' IMP — 1. LEAVE AT 6 /II 0 FI PUBLIC WORKS! 3. INSPECTOR COPY 460-5026 fy :44111H7.‘:"7 AM. 93081590 .t _ .. A[?CIF?•:;., ° CITY Of CORM. GABLES IN.47-61r cnr rscsr4r 1NSPECTION REPO T . • .{- STRUCTURAL 614 ANDERSON RD N411. t RE- - FIi u : - STRUCTURAL; PEREZ RAUL L PEREZ RAUL L fi SEC A 930103 !002219871 3054455790 :'137422446 - -i.o- -s.r "r :- r .n2.'1'..,_ R . '' r M i i C`4rJ .rat !+: Pan Y I: 92100081 I 92086423 S r ._.7 g '' i `r. ~! Y+IuN4N •.._. n t a ! +e .. �n.,.. x......95. ..L �._.. . - .... _ .. .. ++�w .P..... .. .sa ..3.a. .. ,. y .. .. +4M -n rra �v,_ nary- w u5fv�kt•. n+a..n..�•;e . ADDITION (1483.83 BQjFT), PORCH CONVERSION, -TRELLIS; PAVER' DRIVEWAY, PATIO,_ UT,STEPS, INTERIOR ALTERATIONS $120,000 - 4- 7fi,1!•EPTW f.:`3:; - .t - -. iNFA ; kr&iN:.-. 41180010270 I(NACIO_ S GRANDA 4w . �GRACIELA 2614 ANDERSON RD. .. . - y CORAL •GABLES ZL ' ,331344804 CORAL GABLES SEC A PE 3-102 LOTS 11 A 12 BLE 4 LOT RISE 100 x 120,0 :125231009,0585,1 ;P. . !MUST . REMISE DRWGB .T1(SP4Ts' . CANCELLED ET CONTTE 09/13/931 ... .,P:r" 4 • 09/14/93 • 15n aNIWT. . 'STOP ALL WORK :.. VIOLATION OF "ZONING LAW APPROVED REJECTED -DUE TO: APPROVED PLAN NOT BEING FOLLOWED • PERMIT NOT ON JOB .APPROVED PLANS NOT ON JOB O *RC INSPECTJON FEE n VIOLATIOA° MOT READY * THERE IS AN AUTOMATIC REIN$PECTION FEE IF INSPECTION I8 REJECTED COMMENTS FROM THE INSPECTOR: WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTION; ARE "MACE. REMOVAL Or THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * RE!NSPECTION FEE MUST BE: PAID BEFORE RESCHEDULING ANOTHER iNspEC7 ot.i. _'CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE A a INSPECTION FOR THE'NF.XT DAY BJli_FJINZ, & ZQNlNra:• 460-5245 I c: 60-556 PUBLIC WOR s 460-5026 R..0:41.4; r GF4 NU\s3L•1i' d 7 LEAVE AT S 2 aF i i. INSPECTOR COPY. T F. L.__.,93090761 • t` • 2611 ANDERSON RD �a T .,,.1. l'83i i__-FINAL - PUBLIC WORKS CITY OF CORAL GALES IN' `CTION REPORT • • rf. 1 PEREZ RAUL L ' ' 30103 ao229BT,-: , PEREZ RAUL L - 1 3654453790 87#8## d 92100081 f 42085423 ! 92089341 - ADDITION (1483.83 $Q FT), P CH CONVERSION, TRELLIS PAVER DRIVEWAY ' - PATIO, ZIT BTEP,�-I ERIQi.-,i�LTERATI B I O;�i�IB .F . . s :v, ,,_ 41180010270 - c�NA1r=o 8 nA dw c ACIEL 2614 ANDERSON RD _CORAL GABLES FL 331344804 CORAL GABLES EEC A PB 5 142 LOTS 11 .& 12'RIR 4 LOT SISE 100 1120 OR 12523-1009 0585 1 f I.Ft) ` . 09113/93 STbP ALL ik01.4;! VIOLATION OF .y^NjNG LAW _. r AP ROVED REJECTED ErOM!? .PJT$ FROM TH7 INSPECTOR: _ APPROVED PLAN NOT BEING TOLL OWED - PERMIT NOT ON JOB APPROVED FLANS NOT ON JOB. * REENSPECTIFJN FEE - DUE .. TO: VIOLATION OR NOT READY WORK Of: THIS Ci TECORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. iRL..010 AL, OF Th:{.: CARD IS ILLEGAL AND ,SUBJECT TO FIVE. *Ai/Il` SPECTION FED* NiUf4T BE PAID iiEFOIIE RESCHFLi1LUNG ANOTHER INSPECTION. CALL THE APPrtOP; IATL PHONE NUP 2 R TO SCHEDULE AN INSPECT/Of.] FOR THE NEXT DAY RUN E/lr u ZOMINn: 460-5245 - FmE: 460-5563 ' IN:::F'E r',l` 1p.,0 1;4:,; --' •n YiNATOTE PUBLIC WORKS: 460-5626 1 J i; LEAVE AT S'I OFFICE 3. INS.P{ CT° COPY 2614 ANDERS©N RD. BUILDING AND ZONING DEPARTMENT July 21, 1993 THE CITY OF CORAL GABLES k; z eta a+oti Tr@ C: rr aEAliLF.J1. Ingacio S. Granda &W Graciela 2614 Anderson Rd. Coral Gables, F1 33134 Dear Mr. & Mrs. Grande: CITY HALL 405 BILTMORE WAY CORAL GABLES, FLORIDA 33134 Be informed that effective immediately we are changing the address of the property located on Coral Gables Sec A Lots 11 & 12 Blk A Folio No. 03-4118-001-0270 from 2614 Anderson Rd. to 801 Almeria Ave. to comply with your request. This office has officially notified all agencies concerned. Yours truly, Felipe ©runs Acting/Building Official cc: Dade County Tax Assessor Florida Power & Light Co. Southern Bell Miami Dade Water & Sewer Authority Coral Gables Board of Realtors U. S. Portal Service - Growth Management City Manager City Clerk Finance Director Chief Collector Public Works Fire Department Police Department P.O. BOX 141549 CORAL GABLES, FLORIDA 33114-1549 (305) 460.5235 Imi Illll1111l CITY OF CORAL GABLES 2614 ANDERSON RD. DATE: PERMIT APPLICATION PERMIT # _ 001 & S ALL OF THE FOLLOWING MUST BE FILLED IN BY APPLICANT ACCORDING TO FS 713.135 &Ar . • ,ri cs.5'/ Application # (" 3 U 3 S ri Square Footage: Type of Permit: Control # 9 -1.00-5 (71/ Estimated Cost $ / To 4-7,C0 [ ] Building [ ] Plumbing p4 Electrical [ ] Sign 0 OF3-3 [ ] Mechanical [ 1 Roofing [ 1 Zoning 1 1 Mist. Check one of the following: [ ] Contractor: MCOL # [ l Owner/Builder Phone Number a ` -7 State 67 Zip Code 33f d G CONTRACTOR'S NAME: . -+ .! o+ - Address 4':,96/ Cam' �/ City •R•+- ARCHITECT/ENGINEER NAME: Phone Number. Address City State Zip Code SITE ADDRESS .26 /4/ Folio # 1//& -OW - 0')--7Q LEGAL DESCRIPTION: Lots Block Section OWNER'S NAME: _ Phone Number: City State Zip Code Address MISCELLANEOUS WORK DESCRIPTION: A_,t),2) 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 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. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all ap ?Icable laws regulating construction and zoning. 5I DATE: TOOWNER ft.O �'� . iBXAM PUBLIC STATE My Commission Exla 7ilaU t '+L it•5s. ��CT[]R (R Si /BUILDER) DATE: 3 U CONTRACTOR ! 1'ARV PUBLIC STATE OF FLORIDA My Commission Expaes €� COMMISSION s u� 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. Fy k•f ` t/i g_k''r t 93030833 c0.NTR0L PAYEE 073559 CITY OF CORAL GABLES BUILDING PERMIT INVOICE 92083341 FRAN BEA 1111 C cONTRACTOe INC 6901 NW 51 ST MIAMI FL 331660000/.0 PAGE 1 DA'Z'E' 03/11/93 TIME: 09:47 MCOLI# 001827857 PHONE - 94-0107 '.l'HE f••0L-•0WIN( CHARGES ARE BEING ASSESSED. FOR PERMIT ISSUANCE OF nPLi CATiJ)N #93036517 PEOP R•1Y: 41180010270 CORAL GABLES P;Nc"1'10N A E'r2AL ?' 'SCH: CORAL CABLES SEC A PB 5-102 LOTS 11 & 12 TJ nDDHES :: 2614 ANDERSON RD ") E'S 2p 1 FTION «C1HARGE *QTY' *AMOUNT'‘ (LM .ACCT E055 :;pas; not tubs 35.00 1 35.00 r001 3221 40 TOTAL: PLEASE PAY THIS AMOUNT "** ' *** XECE1VLD BY: DATE: J ) 3CAS1-i/ $35 00 ********x CUSTOMER 1 1 i I CANOPY-COWER/REPAIR il h li 1 SANDBLAST ONLY -00+44 1111HP "iiiii; 11WW qfiq L PAINT ONLY-EF/DUPLEK/FTC U11111/ iq 01 W5M1 ill DRIVEWAY SEAL-C OMM 1 pi C9 1,w2,11"011 21 fi S ;� R7 -Ni› Wig p GZh]! "S ! RATE CLASS i!1 - mtrumUM Nillirlli 48112i ›rgmg 1 �1 .ip g i i i ..yq p_pyp f M py1 {ply 11 IML41112 OfiNg B§E1 c'fi !I G I 3A - NY3 HL Y73. 0 A/C WALLIWNDW-RTU i7 N HMI Mi§ Mg; Pliffil lifiliii 11111 STEAM AC UAT MACH 1 1 4 44 Iliiii mlii 7711'440116ilu-F,. - , t � �" _.— 9"q111114 � - -- N V3 I 417]3 I I! - 3+ _ day_ E . N y��f_ A .. v§ .';n . gn1'1._ �.3 1111%4 .Rtrrp-�`t... . S% ._ 4 p r� 1 1 , Niql I ^� 1p� A/C CNTRL 16-2Q - 1 110 , =. _ ^i ,.. _. _ �ig1 F Wig{. __-.__ h� ..__ pg- 5 .... �$tJ ..._ fKi7Z.... pi'd� i I E V I , $q. $. 1_.._ [${1__ L$� .._ /j�(- �¢.J_ j.. I h P i g i 1 Y�1 --.. N ..._ 4$!—._ pF�d. w i l i g I V i I ��j1. , •+ �Y1I$]_. is io! i" � Org yQ TR yy® ; 1, 1 a ► b'1 illt 1 0 gyp+ H R R H H �I -^) ERR 1y Q 14 f r 11111191 IIIIIIIIIIII : I.TY O'F CORAL GABLES 2614 ANDERSON RD. DATE: 000 565 ctf ALL OF THE FOLLOWING MUST BE FILLED IN BY APPLICANT ACCORDING TO FS 713.135 HERMIT APPLICATION PERMIT # Application # Square Footage: Type of Permit: Building Mechanical pcp#6 3da i Plumbing Roofing Control # Estimated Cost $ Electrical Zoning f -ry l Sign Misc. Check one of the following: [ ] Contractor: MCOL # CONTRACTOR'S NAME: (Mt - Address 1 // Owner/Builder l-Aft-si' Phone Number: 4¢36ti-- ty State Zip Code ARCHITECT/ENGINEER NAME: Phone Number. Address City State Zip Code SITE ADDRESS 4060 ff% g BlockLEGALDESCRIPTION: Lots Folio # 4f / / e Aa - / 1".t. 70 Section OWNER'S NAME: •T5-7452-4 t> S 19-1.., Address City Phone Number: State Zip Code MISCELLANEOUS WORK DESCRIPTION: 6-z--/3 Fr Application is hereby made to obtain_ a permit to do work and installations as indicated. I certify that no work has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating the construction in the City of Coral Gables. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING, AWNINGS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that rk will be done in compliance with all applicable laws regulating construction and zoning. Signature: OWNER Signature: C CTOR (OWNER/BUILDER) DATE: DATE: IVd / / 4,0 d6, az/4— NOTARY AS TO OWNER NOTARY AS TO CONTRACTOR NCJTARY PSi K STATE OfyipRtnA My Commission Expires: My Commission ExpiressIBONDED WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY REJULT 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. FEES PERMIT FEE $ BOND CODE COMPLIANCE LIEN FEE RADON GAS TOTAL FEE $ RECEIPT# 068492 CITY OF CORAL GABLES BUILDING PERMIT INVOICE 92110459 CONTROL PAYEE 9LUB3341 PEREG JOAQUIN 2811 SW 122 AVE MIAMI FL 33175000U DATE: TIME: MCOL# PHONE THE FOLLOWING CHARGES ARE BEING ASSESSED FOR PERMIT APPLICATION #92116302 PAGE 1 11/ 09/92 12: 38 UUUJUJ9HZ 91-0414 ISSUANCE OF PROPERTY: 41180010270 CORAL GABLES 8.8c ION A LEGAL DNSCH : CORAL GABLES SEC A PS 5-102 LOTS 11 & 12 SITE ADDRESS: 2614 ANDMHSON HD CODE DESCRIPTION -*CHARGE* *QTY* AMOUNT* GLM.ACCT P203 ROUGH -IN & SET BATH TUB P520 iKOUGH-IN & SET BIDET P611 KOUGH-1N & SET LAVATOxy P650 ROUGH -IN & SET SHOWER P81 J WATER SUPPLY TO WATER SERVICE TOTAL: SE PAY THIS RECEIVED BY: DATE: 14. 00 14. 00 14. 00 14. 00 12.00 2 2 3 1 3 28.00 001322150 28.00 001322150 42.00 00132215U 14.00 001322150 36.00 001322150 OUH`t' ****$148. UU ********* Hzetc : * 7-06 CUSTOMER ELECTRICAL E No TYPE QTY E No TYPE 4.. E027 A/C CNTRL 1-3 TON FDiTCiRE LIGFii E047 A/C CNTRL 4-7 TON ofFA17 E040 FLOOD LIGHTS E048 A/C CNTE L &15 TON E031 GENERATORS, ETC. E049 A/C CNiRL 16-20 E056 GENERATORS, ETC. E050 A/C CNTRL. 204, TON E009 LOW VOLT -BURGLAR E073 CHILLER E046 LOW VOLT -FIRE EOM CLEAR VIOLATIONS E060 LOW VOLT-T.V. E043 DEMOLITIONS E051 LOW VOLT4 TTEtCOM E001 MINIMUM FEE E029 MOTOR -EQUIP OUTLT E006 SERVICE/FEEDER E1130 MOTOR -EQUIP arm. E052 SERVICE/FEEDER 1 Ems OUTI.Ef-cOMME$CYAL E012 COMPACTOR BM PKNG LOT LIGHTS E013 r DEEP FREEZER E042 PLUGMOLD/STRIP E014 DISHWASHER E068 POSTS E015 DRYER E005 RENEW --TEMP SERV EOM, FAN 1 EOM REPAIR CIRCUITS A J EMT GARBAGE DISPOSAL h E008 ROUGH WIRE -OUTLET E018 HEAT RECOVERY n E003 SERVICE REPAIR E019 OVEN E036 SIGNS E020 •', RANGE/RAINGETOP EA55 SPAS/HOT TUBS E011 AIR ODNDTTTONERS E065 BFEED E022 REFRTC,-COMM (P/HP) E066 SUBFEEDS ETD 1 REFRIG-DOMESTIC E067 SUBFEEDP3 E0231 SPACE HEATER E015 SWIM POOL-COMM E024 TIME CLOCK s E044 SWIM POO= E025 WASHING MACHINE E007 81VLTCmao E0264_,' WATER-HE,VTA 1) EOM TEMP SERV (TEST) E062 FPL - LOAD CONTROL E004 TEMP FOR TEST-30 E01 O ETRE ALARM/PUMP E032 TRAM FOR MAY ECM FIXIZ)RE-FLOURESCNT E034 WELD MACH OUTLETS F.,039 FE)CIURE HEADS MECHANICAL M No TYPE QTY No I TYPE QTY M023 MINIMUM PEE M M422 PROCESS/PRESS PIPE M070 A/C CENTRAL - TON M466 PRESSURE VESSEL. M094 A/C WALL/WNDW-BTU M469 PRESS VESSEL-UINFRD M117 AIR HANDLER -'EON M493 REFRIGERATION -BTU M141 BATH FAN - VENTED M505 REFRIGERATION -HP M164 BOILER M516 REFRIGERATION -TON ME88 CONDENSATE DRAIN 8,1520 SMOKE DUCT • 4 HR M199 COMPRESSOR REPLACE AI528 SMOKE RMVI .4 ERL M211 COOLING TONER M540 I STEAM ACTUAT MACH M223 DRYER MSS1 STEAM BAILER M235 DUCTWORK M563 STEAM BOILER-H/W M258 FIREPLACE PLEATING M567 STEAM BOILER -MINT M282 EACH M610 STEAM DRIVE MOVER M305 HEATING CNTRLrBTU M634 STORE TANK -ABOVE M329 INTER COMBUST' ENG M657 STORE TANK -BELOW M352 PAINT BOOTH AUTO M651 VENT HOOD-RES DNT M376 PAINT BOOTH OTHER M704 VENTILATION M399 PIPE/FLAMMABLE LLQ ZONING Z No _TYpr QTY Z No TYPE QTy i Ts)07 Mikr.rodi FEf: I am MISCELLANEOUS WORK 2002 ' J' DREVFSVAY SE ALL-COMM Z032 BASKETBALL POLE 2003 9RINtiWAY S$AL-RSS Z033 DRIVE -RESURFACE MISTING 2004 FLOOR RESURFACF.,COMM Z007 KIT CARNETS-NEwatESURP zoos FLOOR RESURFACE-RES 2038 KIT COUNTER-NEW/RISURF 2006 FLOOR SCRAPING-COMM Z039 MISCELLANEOUS Z007 FLOOR SCRAPING-RES 2060 SATELLITE DISH ANTENNA Z038 PAINT/PRESSURE CI.N-COMM 2041 sc'RPFN REPAIRS 2039 PAINT/PRESSURE CLN-RES 1 2042 SPA/HOT TUB-ABOVE-COMM Z010 PAINT ONLY-APT/COMM/ETC ZOO SPA/HOT TUB -ABOVE -RE9 Z01I PAINT ONLYSF/DUPLE VE'PC A Z044 RATE CLASS Ce - MINIMUM ZOI2 POOL/SPA-SAND & MRBL-COMM Z046 0501 -1000 SQ FT 2013 POOL/SPA-SAND & MRBL-RE S 2047 1001 & OVER SQ FT 2014 POOL/SPA-SAND & PAINT-COMM 1 MO LANDSCAPING - COMM 2015 POOL/SPA-SAND & PAINT-RES k 2051 LANDSCAPING - RES Z016 PRESSURE CLEAN ONLY-COMM 2,052 POOL/SPA - TILING 2017 PRESSURE CLEAN ONLY RES 2,053 TILING - EXTERIOR 2,018 ROOF -SAND & PAINT-COMM Z064 TILLING -INTERIOR 2019 ROOF -SAND & PAINT-RES 2300 RATE CLASS 06 - MINIMUM 2020 SANDBLAST ONLY-COMM Z303 0101 - 303 L FL 2021 SANDBLAST ONLY-RES Z303 30D & 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 IRONA. 4 PLUMBING R S P No TYPE QTY P995 A/C CONDENSATE P988 A/C LINES P980 AREA DRAIN P975 CAP FIXTURES P976 CAP WITUSANTTARY LINES P912 CATCH BASIN P986 DISCHARGE WELL P91S EQUIPMENT GAS - INSTALLATION AP9001 P902 GAS -INSTALLATION 1 P903 CAS - NATURAL P987 CLASS SINK r P028 LAWN SPRINKLER SYSTEM P965 LAWN SPRINKLE t SYSTEM P066 MESC REPAIRS ($15.00) P013 MINIMUM FEE P026 OVER THREE ITEMS A. P027 POOL FOUNTAIN - PIPING P930 POOL PIPING r P961 PUMP/ABANDON - SEPTIC P985 RE -PIPING P940 RELAY P962 ROOF INLET MAIN LINE) v ROUGH -IN & SETS 2, y 1 P 25 4 BATH TUB PE.1 Q BIDET P — CLOTHES WASHER P DENTAL CHAIR P s DISHWASHER P DISPOSAL P DRINKING FOUNTAIN P FLOOR DRAIN P GRFASE TRAP P ICE MAKIIt P INDIRECT WASTES P INTERCEPTOR P LAUNDRY TRAY T /' LAVATORY7P SHOWER P SINK TEMP WATER CLOSET P URINAL 1. P A. P VACUUM PUMP 3 3 P PO CLWATER oSEr P901 SEWER P910 S. CONNECT INSM CLN OUT P963 SEWER CONNECTIONS P914 SOAKAGE PIT ECU 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 HEATER -REPLACE P767 WATER TO HEATER -NEW P/93 WATER TO LAWN SPRINKLER P806 WATER TO SWIM POOL WELL P819 WATER TO WATER SERVICE ROOFING SQUARE FEET 5557 RE -ROOF S559 ROOF, NEW S562 ROOF, REPAIR S566 ROOF SANDBLAST & PAINT S522 GUTTERS & DOWNSPOUTS TILE TYPE TELE COLOR ADDITIONAL INFORMATION: TRADE OFFICfA[-`S SIGNATURE iiuiiijjiiiiimiij 1;;j3 �ITr OF CORAL GABLES 2614 ANDERSON RD. DATE: PERMIT APPLICATION 60.-saoqc9 PERMIT # ALL OF THE FOLLOWING MUST BE FILLED IN BY APPLICANT ACCORDING TO FS 713.135 Application # ,SG •q ] S Control # Square Footage: Estimated Cost $ e Type of Permit: 1 ] Building N Plumbing [ 1 Electrical [ 1 Sign 7_[1 Mechanical [ 1 Roofing Check one of the following: [ ] Contractor: MCOL #,S-'ua j} 0 (/076- CONTIIACTOR'S NAME: /1/24/0_ /1/ i7�12 I/•�i Address <,Z City f --( .'j [ ] Zoning [ ] misc. [ ] Owner/Builder Phone Number: -7',..vc3 £' State Zip Code : ) 46 ARCHITECT/ENGINEER NAME: Phone Number: Address City State Zip Code SITE ADDRESS big- 3 n ci 1`) Folio # LEGAL DESC ION: Lots Block Section OWNER'S NAME: Address ti/ , fr• , rte` City Phone Number: *V' f State`/.' • Zip Code . .3/-3<•2/ MISCELLANEOUS 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 permit and that all work will be performed to meet the standards of all laws regulating the in the City of Coral Gables. I understand that a separate permit must be secured for ELECTRICA PLUMBING IGNS, WELLS, FOOLS, BOILERS, TANKS, AM CoNDmONERS, ROOFING, AWNINGS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in lating construction and zoning. compliance with Signature: DATE: ` ` NOT ASTO My Commission WNER RAUL L PBRE't PaPiWini MY coMAUSSION . CCr. 3 1995 WARNING TO OWNER: YOUR FAILURE TO RECORD A NTIC-E OF COMMENCEMENT-- Y- 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. DATE: 6 2 NOTA Y AS • - My Commission to RAUL L PEREZ rC STA11 OF FLORIDA FEES PERMIT PEE $ BOND CODE COMPLIANCE LIEN FEE RADON GAS TOTAL FEE $ RECEIPT* 079838 CITY OF CORAL GABLES BUILDING PERMIT INVOICE 93070322 CONTROL PAYEE 92073145 LEONEL NUNEZ WELL DRILLING ING 13070 SW 82 AVE MIAMI FL 331750000 THE FOLLOWING CHARGES ARE APPLICATION *93070193 PAGE 1 DATE: 07/09/93 TIME: 07:40 MCOL# 002500909 PHONE - 00-0000 BEING ASSESSED FOR PERMIT ISSUANCE OF PROPERTY: 41180010270 CORAL GABLES SECTION A LEGAL DESCR: CORAL GABLES SEC A PP 5-102 LOTS 11. SITE ADDRESS: 2614 ANDERSON RD 12 CODE DESCRIPTION *CHARGE* *QTY* *AMOUNT* GLM .ACCT P793 WATER SUPPLY TO LAWN SPRINKLER - WELL PO13 PLUMBING MINIMUM FEE 5998 CODE COMPLIANCE FEE - METRO DADE COUNTY 1400 Appx Cost 12.00 35.00 1.00 ********** TOTAL: PLEASE PAY THIS AMOUNT ******* RECEIVED BY: DATE: CA 0 1 1 0.00 001322150 35.00 001322150 1.00 001208300 S36.00 ********* CITY PLUMBING ELECTRICAL F. No 81,327 E047 E04E E049 F050 E073 E026 EM E006 0062 E012 EA13 E014 E015 EMS E317 EMS .4 E019 E020 E011 E022 E0121 E023 E025 EWE E062 E0110 E036 M No M023 M070 M094 M117 M141 M161 M188 M 199 M211 M273 M235 M258 Mi282 M305 TYPE A/C CNTRL 1-3 TON A/C CNTRL 4-7 TON A /C CNTRL 6-15 TON A/C CNTRL 1E-20 A/C CNTRL 204 TON CHILLER CLEAR VIOLATIONS DEMOLITIONS MINIMUM FEE SERVICE/FEEIDER SERVICE/.FEEDER COMPACTOR DEEP FREEZER DISHWASHER DRYER FAN HEAT RECOVERY GARBAGE DISPOSAL OVEN RANGE/RANGE TOP AIR CONDITIONERS REFRIG-COMM (P/HP) REFRIG-DOMESTIC SPACE HEATER TIME LZACK WAR-ENG MACHINE WATER HEATER FPL - LOAD CONTROL FIRE ALARM/PUMP FIXTURE-FLOURESCNT PTXIURE HEADS MECHANICAL C7� QTY E No TYPE E037 FIKCIIRr.LIGHT E040 FLOOD LIGHTS E031 GENERATORS, ETC. E056 GENERATORS, ETC E009 LOW VOLT•BURGLAR E046 LOW VOLT -FIRE s1 0 LOW VOLT -TN. E051 LOW VOLT -INTERCOM E029 TOR -EQUIP OU1LT E030 MOTOR -EQUIP OLTfLT E1305 OUT1.ETCOMMERUAL E041 PKNG LOT LIGHTS E042 PLUGMOLD/SCRIP E056 POSTS EROS RENEW -TEMP SERV E061 REPAIR CIRCUITS E009 ROUGH WERE -OUTLET F.003 SERVICE REPAIR E036 SIGNS E135S SPAS/HOT TUBS E055 SRBFEEDS E066 SUBFEEDS E067 SUBFEEDS ENS SWIMP4IOT.cOMM E044 SWIM. POOL -RE I3 E037 SWITCHBOARDS E002 TEMP SERV (I 'I) 2004 TEMP FOR TEST -30 0.032 1 TRANS FUR KRAY QI .1 E034 WELD MACH OUTLETS TYPE MINIMUM FEE A/C CENTRAL - TON A/C WALL/WYDW-BTU AIR HANDLER • TON BATH FAN - VENTED ROE ER CONDENSATE DRAIN COMPREaGOR REPLACE "(DUNG TOWER DRYER DUCTWORK. FTREPLACE HEATING - EACH QTY M No TYPE M422 PROCESS/PRESS PIPE M466 PRESSURE VESSEL M469 PRESS VESSEL-UNFRD M493 REFRIGERATION -BTU rirsas REFRIGERATION -HP M516 REFRIGERATION -TON M520 SMOKE DUCT- 4 HR M528 SMOKE WAVE. 4 HR HEATING CNTRL-BTU 9 INTER COMBUST ENG M352 M376 PAINT 80OTH AUTO PAINT BOOTH OTHER M399 PIPE/FLAMMABLE ESQ ZONING M340 TEAM kCTUAT MAGI M551 STEAM BOILER M563 STEAM 5c1LER H/W M587 . STEAM BOILER -MINI M610 STEAM DRIVE MOVER M634 STORE TANK -ABOVE M657 4 SPORE TANK -BELOW M681 VENT HOD D-RESIDNT M704 VENTILATION 7 N 7-031 2002 'TYPE MINIMUM FEE DRIVEWAY SEAL-COMM QTY 2003 7004 2036 2006 2007 7008 2039 2O10 2011 7012 a 7017 2013 7014 2015 21316 7018 7019 2020 7021 2022 77023 DRIVEWAY SEAL-RES FLOOR RESURFACE-COMM FLOOR RESURFACE-RES FLOOR SCRAPING-COMV FLOOR 111;46-m PAINT/PRESSURE CLN•COMM PAINT/ LIRE CLN-RES PAIPfm ONiY=AYi /COMM /ETC PA1.NT ONLY-SE/DUPLEX/ETC POOL/SPA.SAND & M4RI3L-COMM POOL/SPA-SAND & MRBL-RES POOLISPA-SAND & PANT-COMM POOL/SPASANT/ & PAINT-RES PRESSURE CLEAN ONLY-COMM PRESSURE CLEAN ONLY-RFS ROOF -SAND & PALNT-COMM ROOF -SAND & PAINT•RES SANDBLAST ONLY-COMM SANDBLAST ONLY-RES AWNING-COVER/REPAIR CANOPY-COVER/RFPAIR 7031 MISCELLANEOUS WORK 7 Na 2061. 2032 21333 7E37 31028 2009 2040 2041 7042 7043 7044 7046 71347 7050 2061 2062 31[153 2054 2300 Z302 7303 2325 7334 7342 TYPE QTY MISCELLANEOUS WORK BASKETBALL POLE DRIVE -RESURFACE EXISTING KIT CABNETS-NEW /RESURF KIT COUNT, /RFSUPF MISCELLANEOUS SATELLITE DISH ANTENNA S EEN REPAIRS SPA/HOT TUB-ABOVE-ODMM SPA /HOT TUB-ABOVE-RES RATE CLASS 01 - MINIMUM 0501 - 1000 SQ FT 1001&ova SQFI WflpSCyAPLNG - COM M LANDSCAPING - RES POOL/SPA - TILING TILING - EXTERIOR TILING - INTERIOR RATE CLASS 06 - M1N1MIjM 0101 - 300 L FT 300 & OVER L FT FENCE - ALUNIIN M FENCE - CHAIN UNK FENCE - WROUGHT IRON R I' No P989 P960 P975 P976 TYPE A/C CONDENSATE A/C LINES AREA DRAIN CAP FIXTURES CAP WTR/SANITARY LINES Qf. P912 CATCH BASIN P996 DISCHARGE WELL P915 P900 P902 EQUIPMENT GAS •INSTALLATION GAS -INSTALLATION P987 GAS •NATURAL GLASS SINK P026 P965 LAWN SPRINKLER SYSTEM LAWN SPRINKLER SYSTIIMI P956 MISC REPAIRS (615.00) P1113 MINIMUM FEE P0r26 P027 P930 P96I OVER THREE TTEMS POOL FOUNTAIN - PIPING POOL PIPING PUMP1AEANOON -SEPTIC P985 RE.PIPING P940 RELAY 0962 ROOF INLET (DRAIN LINE) 1.w ROUGH -1N 4t SETS p BATH TUB p BIDET P CLOTHES WASHER P DENTAL CHAIR. DIsHWASFTER. DISPOSAL DRINKING FOUNTAIN g T FLOOR DRAIN P CREASE TRAP ICE MAKER P INDIRECT WASTES P INTERCEPTOR P P LAUNDRY TRAY LAVATORY 1 SHOWER p SINK P TEMP WATER CLOSET P URINAL P VAL Li Jm rumr 0 WATER CLOSET P901 SEWER P910 S. CONN'ECI-INSTL CLI4 OUT P963 SEWER CONNECTIONS P914 SOAKAGE PIT ICU FT) M_ P990 SOLAR WATER i:ATER P931 P023 SPA PIPING SUMP PUMP 11 P970 TANK REPLACEMENT P019 DRAIN R■ p992 WATER HEATER WATERS _ WATER SUPPLY TO A/C P754 WATER TO FIRE SPRINKLER P780 WATER TO HEATER -REPLACE IIP741 P767 WATER TO HEATER -NEW P793 WATER TO LAWN SPRINKLER P806 WATER TO SWIM POOL WELL 1111.j G1111®61 WATER TO WATER SERVICE 11111I` ROOFING ',357 5559 SS62 5566 S522 SQUARE'1'FET RE -ROOF ROOF, NEW ROOF, REPAIR ROOF SANDBLAST I. PAINT GUTTERS & DOWNSPOUTS TILE TYPE TILE COLOR ADDITIONAL INFORMATION: Applied Digital Programming Technologie, Inc. A Full Document Management Company 14355 5W 142nd Street iiviiarni, F1.33186 Tel. (305) 254-7658 Fax (305) 254-5523 I'Veb www.adpt.net e-mail adpt4bellsouth.net Starting Set of Images For ICI 11 11 352646 i Application No. Permit No. Address 0 2614 ANDERSON RD. QC By : Operator No. 12 4 1-144-11C ,44!v UIi T $Z) -1Al ► ELTR'EA$-l44 Nit 10 k.v. AY REVISIONS 40c 4 ;VII. ffij4-t, i\w r DRAWN L. CHECKED DATE SCALE )R.8. JOB NO. e 56T SHEET 1 AC- I OF ! SHEETS <uv1 DHAf MA( rail;•7:,(] OZAiiD CORP „Duly rcr�cnood I- NO REFR1GERANT UNES UP GUSILE WALL 040 AIR CONDITIONING Wit PERMITTED IN REQUIRED BACK AREA, APPROVED ELI Inspe POOL GENERAL NOTES A) -All reinforce steel to conform to A.S.T.M. A615 grade 60 and all floor & walls of pool to be pneumatically applied concrete with a min. 28 day compressive strength of 4000 p.s.i. B) -All piping, materials and equipments used in the plumbing system of swimming pools shall conform to the Florida Building Code 2010 edition "Plumbing" and Florida Building Code 2010 edition "Residential", Chapter 41 installed in accordance with the manufacturer's installation standards. C) -"Caution" prior to excavation the contractor is responsible for contacting the necessary personnel for locating any and all utilities that may exist. Call Sunshine State One Call prior to digging for verification of locations. D) -The pool contractor responsibility to protect existing structures from failure by sheathing and/or shoring, or other methods as required. The design engineer takes no responsibility for the safety of existing structures. E) -The design engineer takes no responsibility for pool construction in easements, reservations areas or required setback areas. Pool contractor and/or owner shall verify all shown dimensions in the field and establish lot lines prior to construction. F) -The contractor shall verify all quantities and details shown on the drawings from the engineer and shall notify of all omissions, errors, conflicts and discrepancies found therein, failure to discover or to correct errors, conflicts or discrepancies shall no relieve the contractor full responsibility for unsatisfactory work, faulty construction or improper operation resulting there from, nor from rectifying such condition at his own expense. G) - At the site contractor must verify existing utility locations, off- sets and elevations (soft -dig) prior to star construction, minimum clearance dimensions shall be held and shall be as required by the local regulatory agency. "Caution" Hold a distance of 10 feet minimum from overhead electric lines to pool's water edge. H) -The contractor bears full responsibility for all maintenance of private property and safety of the public as relates to his work. I) -All pool screened enclosures and fences shall conform to the barrier requirements of Florida Building Code 2010 edition Residential", Chapter 41, Section R4101.17 and Florida Building Code 2010 edition "Building", Chapter 4, Section 424.2.17 for residential (private) swimming pools and with the barrier requirements of Section 8C-4 of Chapter 8C of the Miami Dade County code. Safety Pool covers shall conform to the requirements of NSPI/ASTM F 1346. J) -Where pools abut or are placed nearby sea wall or bulkheads, special care shall be employed. The walls shall be in good condition, not permitting any shifting or removal, or loosening of the supporting soil away from the pool. If the walls do not fully contain the soils behind them, they shall be replaced or repaired. Continual maintenance of the walls is required by the property owner. When excavating for the pool, the sea-wall tiebacks shall not be cut. K) -The contractor shall backfill pool shell with caution. The plumbing shall not be disturbed. Backfill shall be performed with clean sand, free of organic materials and shall be placed in 12 inch thick layers. Each layer shall be compacted to 90% of the soils maximum density by tampering solidly. Soils below the deck shall be placed in similar manner. Where decks are indicated by others, the deck design notes shown on the typical section do not apply. Deck design shall be by others. Do not drain pool under high ground water or storm conditions. L) -Do not empty pool after construction for repairs or any other reason before consulting with a pool design company or pool repair contractor. Hydrostatic uplift pressures must be eliminated to prevent pool from floating above ground, and causing damage to the structural integrity of the pool. M) -Filter backwash shall comply with the Florida Building Code 2010 edition, "Residential", Chapter 41, and Section R4101.20 "Filters" and Florida Building Code 2010 edition, "Building", Chapter 4, Section424.1.6.5.5. "Filters" N) -Pool Waste Water Disposal shall comply with Florida Building Code 2010 edition, "Building", Chapter 4, Section 424.2.10 "Waste Water Disposal". 0) -The gas piping system will be design by the gas company serving in the area of this project and shall be comply with the Florida Building Code 2010 edition "Fuel Gas" in accordance with the manufactures recommendations. P) -Electrical Wiring and equipment shall comply with the Florida Building Code 2010 edition, Chapter 27 "Electrical". Q) -Install wiring and devices as indicated in pool data shall furnished electrical service at existing entry. Install disconnect switch at motor if not within 50' of fused switch at service point. Electrical light connection to comply with nee 660-1575 art. 680. Most up-to-date edition or revision... All metallic conduits, piping system, reinforcing steel, lighting fixtures and fixture housing, metal parts of ladders, and their supports, shall be bounded together and grounded to a common ground. Bounding conductors shall not be smaller than #8 copper. No overhead open wire over pool water. Receptacles to be located minimum 10' of edge of water. R) -Pool light to be grounded to common bonding grid consisting of (1) #8 continuous copper wire looped around pool perimeter. Loop shall be grounded to panel via pool wall steel, deck reinforcing, and pump motor casing. S) -Temperature of spa water shall be set so that maximum water temperature does not exceed 102 degrees Fahrenheit. T) -For design purposes has been utilized a bearing value of 2000 psf typical of a soil with combination of undisturbed sand and limerock. A letter will be submitted after the pool has been excavated attesting that the soil conditions are similar or better to the used in the design. U) -All treads shall have slip- resisting surfaces per ANSI.6.1.5 V) - -Swimouts shall comply with the Florida Building Code 2010 edition, "Residential", Chapter 41, Section R4101.18 and with Florida Building Code 2010 edition, "Building", Chapter 4, Section 424.1.2.5.4. "Swimouts" W) -This pool has been designed to all applicable requirements of the Florida Building Code 2010 edition, "Residential", Chapter 41 and Florida Building Code 2010 edition, "Building", Chapter 4, Section 424 STATEMENT OF THE ENGINEER This plan remains the property of the design engineers. It is not transferable from one contractor to another without the written permission. of the design engineers. his plan was prepared under my direction and to the best of my knowledge and belief complies with the intent of "The Florida Building Code, latest version and revisions in conjunction with the cities minimum standards -requirements Not valid without embossed seal. We have used the latest information available to show all existing utilities, however the engineer takes no responsibility for any inaccuracies in the locations shown. POOL SPECIFICATION Pool Size (FT): '14' x 28' Deep End (FT): Shallow End (FT): 3' Pool Area(SF): 432 SF Pool Perimeter(LF): 94 LF Pool Volume (GAL): 12,960 GAL Turnover Rate(HR): 2.88 HR Interior Finish: DIAMOND BRITE Waterline Tile: 6" Coping: B/N BRICK Pump Size (HP): 1 HP Filter System & Size:100 SF CARTRIDGE Inlets: 4 Maindrains: 2 2" Vacuum Line w/ Safety Lock:ONE Skimmer: ONE Light: 54 W, 12 V LED Patio Finish & Size:736 SF MARBLE ON 4" CONC SLAB DECK Deck Drains (LF): NONE Others Items: 1. (4) DECK JETS 2. SALT SYSTEM 3. AQUACAL T-115 HEAT PUMP SAFETY BARRIER REQUIREMENTS : CHILD SAFETY FENCE A BABY FENCE 48 INCHES TALL LOCATED A MINIMUM 20 INCHES FROM POOL'S WATER EDGE. THE SAFETY BARRIER SHALL CONFORM TO THE BARRIER REQUIREMENTS OF FLORIDA BUILDING CODE 2010 EDITION "RESIDENTIAL', CHAPTER 41, SECTION R4101.17.1 THROUGH R4101.17.8. EXIST. 4' _C.L.FENCE yy/W2,. MESH SIZE. POOL, EQUIPMENT PAD EXIST. 4' C.L.FENCE w/W2 i" MESH SIZE. I UNDERGROUND POWER SERVICE ELECTRIC METER 0 I w I ID Da 120.88' 0'-10" 4) DECK 5' EXIST. 4' C.L.FENCE W/W2 i" MESH SIZE SELF CLOSING & SELF LATCHING GATE W/LOCKING DEVICE54" ABOVE FINISH GRADE ELEVATION. 1" ir 16.— It X 0 0 APPROVAL OF THIS SET OF PLANS 67C, NOT CUNSITITUTE APPROVAL OF ANYSTRUCTURE. OR CONDITION NOT INC41: PLIANCE WITH COVE. s 0 SWIMMING P44L 432 SF-94 LF) PLANTER NEW POOL DECK EXIST. TERRACE RESURFACE)\ 231 SF) I EXIST. RESIDENCE EXISTWALK 19'- 5" f 1200 A HOUSE PANEL EXIST. HBO AREA 72.-1 " RESURFACF) 450 SF) PLANTER PLANTER EXIST. BRICK DRIVEWAY EXIST. DRIVEWAY 120. 88' 4' CONC. SWK WATER METER 4' CONC. SWK17' PWY ALMERIA AVENUE SIT PLA\ 1" 20' LEGAL DESCRIPTION : LOT 118c 12 , BLOCK 4 OF "CORAL GABLES SECTION A", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 5, PAGE 102 OF THE PUBLIC RECORDS OF MIAMI— DADE COUNTY, FLORIDA. SOIL STATEMENT IN ORDER TO CONSTRUCT THE SWIMMING POOL IN QUESTION, AND AFTER INSPECTING THE GROUND SURFACE, I OBSERVED A SILTY AND CLAYEY GRAVEL TYPE OF SOIL WITH A DESIGN -BEARING CAPACITY OF 2000 PSF. AFTER GROUND HAS BEEN BROKEN I WILL CONFIRM THAT THIS IS THE CASE THROUGH THE SUBMITTAL OF ANOTHER LETTER SHOULD THE INSPECTOR REQUEST IT. SUCH LETTER WILL ATTEST THAT SOIL CONDITIONS ARE SIMILAR TO THE ONES DESCRIBED IN TABLE 1804.2 OF THE FLORIDA BUILDING CODE: BUILDING CHAPTER. BASICALLY THIS IS A SOIL PRESENTING MATERIALS SUCH AS SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL. 100% LOT COVERAGE = 12,000 S.F LANDSCAPE COVERAGE (MIN) = 40% LOT COVERAGE = 4,800 S.F ACTUAL LANDSCAPE COVERAGE = 5, 207 S.F = 43.39 % BUILDING AND POOL COVERAGE (MAX.) = 45% LOT COVERAGE = 5,400 S.F ACTUAL BUILDING AND POOL COVERAGE= POOL COVERAGE — POOL DECK COVERAGE HOUSE COVERAGE= 432 SF 736 SF 3, 451 SF 4, 619 S.F=(38.49 %) PRE — CAST CONC. COPING OR ALTERNATE COPING water line ANDERSON STREETINSTALLED12" TO ..... 24" BELOW WATER LEVEL RETURN FITTINGS ) SHALL BE 6" MIN. SHOTCRETE FLOOR & WALL 0 TYPICAL WALL SECTION SCALE: 1 /2"=1'-0" x MARBLE ON 4" CONC. SLAB x 8" x 8" COMIC. FOOTING W/ 1 # 50 CONJ. WELL COMPATED FILL 3 1© 9" EA. WAY SIDE & BOUT. TYPICAL. CHILD SAFETY FENCE. PERMANENT ANCHORED POST W/SELF CLOSING & LATCHING GATE W/ LOCKING DEVICE 54'. ABOVE FINISH GRADE ELEVATION AS PER SECTION 4101.17 FBC I- // — // - j A/ C 1'- 0" FREESTANDING G.F.C.I. OUTLET SHALL BE LOCATED NOT CLOSER THAN 10 FEET NOR MORE THAN 20 FEET FROM WATER' S EDGE. TAMPER —RESISTANT RECEPTACLES AS PER NEC406.11 8c WATER RESISTANT AS PER NEC 406. 8(B)(1) 4'- 6" 0 I 4 O 4) DECK JET" SWIMOUT 5'- 6" DEEP O 28'- 0" SWIMMING POOL 1" 3'- 0" DEEP ono O v EXIST. BBQ. AREA 19'- 5" g 8 hr o U j° b ag j! b b I i STO E 1'- 0" 1'-6" 3 © 9"0/C TYPICAL TYPICAL STEPS DETAIL SCALE: 1 /2"=1'-0" Oti POOL DECK 9. 84' 0 0I u) TANNING LEDGE MARBLE ON 4'' UMBRELLA HOLDER CONC. SLAB DECK) --o 0 0 0 10.- 0" 8'-0" 1- ( 1" 10.- 0" i 1 '- 11.- 0" EXIST. TWO Y C.B.S. S1D=\ CE DECO — PR AIN- \ EXIST. T POOL LAYOUT LAYOUT PLA\ 187 to 24"MAX COPING water line 1.11111.11 COLOR CONTRAST ...... TILE ( OPTIONAL) 3 © 9"0/C TYPICAL SWIMOUT DETAIL SCALE: 1 /2"=1'-0" 4" — I — 0" 5.- 0" water line 3 © 9"0/C TYPICAL TANNING LEDGE DETAIL SCALE: 1 /2"=1'-0" V c ~ 0 pflw. 4 ' '-. I oo `2" o @) N o 0 4 Ly L y b O C4?. U CZ N PROL POOL,INC© COPYRIGHT THIS DRAWING IS THE PROPERTY OF PROL POOL,INC UNLESS OTHERWISE PROVIDED FOR BY CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORIZED TO BY THE ENGINEERS OF RECORD. Y w z 0x0_ 0 m W z0 ofa J Z p L. L. Li Liwm 0 0 Q Q z u_ Q Q Q O O o O U Z U CY W w Q j LI- Q iy Q i Q wv' ELL! Q w 06 L ii z Q 6x W. fA Q i...,— RE) co Q' O o CO W W W ZZWo_ a_ 0 0 project number: sheet title SWIMMING POOL SITE PLAN AND DETAILS r e visions issued for: issue date: 5- 14-13 drawn by: approved by: scale: AS INDICATED s e a I trc\' 4-. EMILIANO OROZCO, P.E. Florida Registration No. 66341 817 SW 122 AVE. MIAMI FL. 33184 786) 715 7125 sh e e t number SP- 1 s h e e t: 1 of 2 HIDROSTATIC RELIEF VALVE 1 1 Y2" POOL RETURN LINE 2" SKIMMER LINE 2 1/2" DUAL POOL MAIN DRAIN LINE 2" DECK JET LINE 2" VACUUM LINE xI L 1 1 RETURN VACUUM RETURN 0 T-I.— ----I i 0 RETURN SKIMMER 6" (MIN) CONC. ALL AROUND\ DRAIN SUMP. 3 AROUND DRAINS © 12 0/C E.W. W/18" MIN LAP TO FLOOR REINFORCING 2 1 /2" PIPE SUCTION LINE 0" (MIN))I DOUBLE MAIN DRAIN (DETAIL) ACCORDING TO (424.26.6.3)(424.26.6.4) 424.221.2) 1 HP VARIAB. PUMP WITH HAIR & LINT STRAINER (COMPLIES W/FBC E403.9 ENERGY CODE)....... TIMER i ^ ••••„ yids- qpi 9 vP 0: 0, U 3 FEET MIN. SPACING PRESSURIE GAUGE & PRESSURE RELIEF VALVE POOL FILTRATIO\ EQU H v C\ T SCH EM I V 09 >\ S YS TE A TI C V L RETURN PIPI\G PLA\ 1/4"=1' ADJUSTABLE COLLAR CARTRIDGE FILTER 100 SQ.FT. X—AQUACAL T-115, ,000 BTU i HEAT PUMP W/ INTERNAL I Y, VALVES (COMPLIES W/FBC C I J E403.9 ENERGY CODE) SALT SYSTEM WEIR PERFORATEBASKET 2" TREAD Yu SKIMMER DETAIL ACCORDING TO (424.221.2) 13" 14 1 / 8" water link NON —CORROSIVE LIGHT HOUSING WITH REPLACEABLE 100-300 WATT CAPACITY BULB AND 5 FOOT PIGTAIL WIRE WRAP FOR SERVICING LIGHT ON SURFACE OF DECK. BRASS GROUND WIRE CLAMP ANCHORED TO WALL STEEL JUNCTION BOX PIRE— CAST COPING 5'-0" MIN. 8" MIN to wat er line 1" PVC TOP OF FIXTURE GND. LUG IN NICHE COAT LUGS W/ APPROVED 3M SILICON POTTING J 8 COPPER GROUND ANCHORED TO NICHE 8 CU GND WIRE INSULATED STAINLESS STEEL LIGHT NICHE 12 VOLT) TO COMPLY WITH S.F.B.C. AND NEC 680 SEE PLAN FOR LOCATION) SECTION UNDER WATER LAMP. PIPE PRESSURE FLOW SIZE CAPACITY (10FPS) 1,5" 2.0" 2.5" 3.0" JUNCTION BOXES (G) POOL MOTEOR WATER CIRCULATING EQUIPMENT ELECTRICAL PANEL RARUND DIVING BOARDS FORMING SHELLS POOL & DECK REINFORCING STEEL FIXED METAL 5 FT FROM WATER EDGE DECK DRAINS ADDERS FENCE METAL DOOR FRAMES, ETC, < 5 FT COMMON BONDING GRID DETAIL N.T.S. COMMON BONDING GRID PERMITTED TO BE: STRUCTURAL REINFORCING STEEL RODS THAT ARE BONDED TOGETHER WALL OF BOLTED OR WELDED METAL POOL. SOLID COPPER CONDUCTOR NO. 8 OR LARGER 60 gpm 100 gpm 150 gpm 220 gpm v SUCTION FLOW CAPACITY(8FPS) 49 gpm 80 gpm 110 gpm 180 gpm 07716 PUMPING FLOW RATES @ 60 TDH 3/4 hp = 55 gpm 1.0 HP = 75 gpm 1.5 HP = 90 gpm 2.0 HP = 95 gpm 2.5 HP = 115 gpm 3.0 HP = 140 gpm BASED UPON STA-RITE MAX-E-GLASS II SELF PRIMING PUMP VENT PIPE MAX. LENGTH FLOW VENT MAX HP RATE SIZES LENGTH 3/4 1 1.5 2 2.5 3 55 gpm 75 gpm 90 gpm 95 gpm 115 gpm 140 gpm 1 1 1 1 1 1 1n z 1n z 111 2 z1 $ 1 z 1n 2 29 LF 40 LF 49 LF 51 LF 62 LF 76 LF Vent is designed to evacuate suction in 3 sec. or less per FBC 424 This safety vacuum relief system is a non - mechanical vent system that will limit the transmission of suction at the outlet to a maximum of 4.5" of mercury. EQUIP. 8 SOLID CU. TO POOL EQUIP. IN WATER SUPPLY TRENCH. IK CU. SPLIT BOLT CWW. (TYPICAL) 4' #8 SOLID CU. 3 # 6 THHN 2P-50 AMP 1 # 8 GND SWIMMING POOL u o u LOAD CALCULATIONS GEN. LIGHTING:3,451 SF x 3 WATTS/SF=10,353 W. GEN. APPLIANCES Sc WATER HEATER=28,000 W. POOL PUMP AT 100% =746 W. POOL LIGHT AT 100% =54 _VVj TOTAL=39,1 W W. FIRST 10 KW AT 100 % —'1f b,O W REMAINDER 29,153 WATTS © 40 % M. 1;d ..61... n 11,6W. TOTAL LOAD © DEMAND FACTOR 21,661 W. HEAT PUMP AT 100% - =6,300 W. A/ C OR HEATING AT 100 % 10,000 W. TOTAL CONNECTED LOAD= 37,961 WATTS/240 VOLTS= 158 AMPS 2 # 12 THWN, 2P 20 AIv1P 1 # 12 THWN CV GND, i"C. PROVIDE GFI FILTER PUMP 1 P 15 AMP 1 # 12 THHN CV GND, i"C. 6, o 0 0 0 0 EXIST METER CAN COMBO EXIST' W FPL SERVICE 0JUNCTION B 0 X 8c - 20 A PUMP SWITCH SALT SYSTEM HEAT PUMP MOTOR COMPLIES W/ FBC E403. 9 ENERGY CODE) r- j JB TIMER FILTER PUMP MOTOR COMPLIES W/ FB C E403. 9 e ENERG- Y CODE) GFI RECEPTACLE 10' MIN 20' MAX. FROM WATER LINE 15A SW 100 W TRANSFORMER 54 W POOL LIGHT EXIST. 200 A MCB 2" RGC FROM POWER COMPANY TRANSFER PAD ' POOL ELECE..I C,AL a. SEHtvl ATI C FLOTATION ANALYSIS TOI rji POOL' WALL ELEVATION 9.84' COUNTY FLOOD CRITERIA 6.5' LOW POINT POOL LEVEL 3.51' POOL UPLIFT FORCE 2.99' DEDUCT 2.00' ALLOWED FOR (—)2.00' USE OF 2" HYDROSTATIC PRESSURE RELIEF VALVE (-2.00') RESULTANT UPLIFT FORCE 0.99' SLAB THICKNESS REQ'D = 6 WATER LINE OF POOL A. . G A D ai c 0 ALTERNATIVE DESIGN EQUIVALENT TO NEC 680.26 (C) N. T.S. 4' # 8 SOLID CU. 4' # 8 SOLID CU. WET NITCH CLAMPED TO VERTICAL POOL STEEL. ( TYP. OF 4) 6" BELOW GRADE co 1 : 7,SLOPE max) 1 : 3 SLOPE (max) ANTI — VERTEX M.D. ASSEMBLY W/ HYDROSTATIC VALVE TYRICAL POOL SECTIO\ NTS CITY OF CORAL G Building Department Electrical Division rievimeti by fJ% r, h, PROL POOL,iNC© COPYRIGHT THIS DRAWING IS THE PROPERTY OF PROL POOL,INC UNLESS OTHERWISE PROVIDED FOR BY CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY PARTY EXCEPT. AS AUTHORIZED TO BY THE ENGINEERS OF RECORD. J Y 0 m w Z 0a a wZ0 i— z p J it NW I l- w I p z O CI z0 o O oZO LLLI z L— Ce r: lL. w; n N w 4 i ' S Q ao o6 0 o 09 w v wcc z a z ix a.. a 0 0 project number: sheet title SWIMMING POOL PIPING PLAN AND DETAILS r e visions issued for: issue date: 5- 14-13 drawn by: approved by: scale: AS INDICATED s e a EMILIAN0 OROZCO, P.E. Florida Registration No. 66341 817 SW 122 AVE. MIAMI FL. 33184 786) 715 7125 sh e e t number SP-- 2 she e t : 2 of 2 0U t t ct, 0.- S17 c .j 07' 0 VI C) 0 0 G CD 00(i LS$f1L.wustar4:,iffi.t:,5.;.^: 12taa.41Y'w` ,4 otibt) 6 4b c ARoft 3 h 40 0f At#51-1 L dr PICURRENOY LJi'U'ONG i Ii1tt`J16,1 - tS,`rt r.)INO ucTuRAL 1C; lNrr'Ri<8 ill. DM Ely r)O. W . 6C i It r " In orli 110— „os v i till r:Geis re 3r t4,. CSC tint l o+;a ti . a > . . t} ,tor) 0 ir, l i0i 11D Ci ( 83dAirrir4ss' nD 1',rrS)Dflgetit/ kiOt.GD . gt , ' fc,D1 t1.'se'prhpstrioY. iL) .pPLANt: 1 4LI$T PfA 1 LABLW ON EltiiLOp C Arr j r ( A iPJ`il'»CTIdtJNILL t.tur.BE MAD",o Jr z J 1 viiA •. ... n.. ..w .4).11 iWN;...k4OIaC u+Sil:2Pla.V/.II iLii, 1 :..a. 0 o f: dI 7 adf3 07 51, a1O) 12j1„ 5 ALL DAMAGED S DEINALKS AND/ OR GUTTERS PRE-EXISTING OR AS A RESULT OF CONSTRUCTION SHALL BE REPLACED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY, OR USE ORD. NO.2765) NO WORK PROPOSED ON MGM OF WA`! AMOR OF TH SET OF POWS DV NOT CONSITITUTE APPROVAL OM STRMURE OR CC DI I ION ') COMPLIANCE WITH CODE. M 1552 N. .7TH STREET, SUITE202 MIAFAL t. TELEPI'#%73U: (306) 2S4-2660 DRAWN BY: A.A. . SURVEY OF LOT 11 & lot 12, BLOCK 4, OF CORAL GABLES SECTION A, ACCORDING TO THE PLAT THEREOF AS RECORDED: IN PLAT BOOK 5, PAGE 102, OF THE PUBLIC RECORDS OF MIAMI -DADS COUNTY, FLORIDA. ''ova Surveyors; Inc. LAND SURVEYORS PROPERTY ADDRESS: 801 ALMERIA AVE, CORAL GABLES, FL 33134 FOR: FERNANDO FONT LOCATION SKETCH LEGEND TYPICAL 141 Scale 1" = NT.S. SURVEY NO_ 11-0000285-2 SHEET NO. 1 OF 2 . f K- 2 w 3 4 fe 4 " 6 . ,. T N .1-o., 8. Si- ii} %GAD /0 .r1 it 'III 1 '7 t ...7/ .. /1 JCi.' , JR J7 N !A . J„r i ABBREVIATION AND MEANING A=ARC NC = AIR CONDSTIONER PAD A.E. = ANCHOR EASEMENT AIR ALUMINIUM ROOF NS = ALUMINIUM SHED ASPH.= ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARO COUNTY RECORDS B.M. = BENCH MARK B.O.B. =BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. - CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD HEARING CL . CLEAR = CHAIN LINK FENCE CM.E. =CANAL MAINTENANCE EASEMENTS ,CONC. = CONCRETE C.F. • CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS CANE DRIVEWAY ENGEL =ENCROACHMENT ET P. = ELECTR1C TRANSFORMER PAD F.F.E. • FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.1 P. = FOUND IRON PIPE • F,kR. = FOUND IRON ROD F.N..• FOUND NAIL • F.N.O. • FOUND NAIL.. DISK FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN.AEG. • INGRESS AND EGRESS EASEMENT LF.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT LP. = LIGHT POLE M. = MEASURED DISTANCE HUH - MANHOLE N.AP. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L. = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOT( OIS• OFFSET OVH, = OVERHANG P, B. = PLAT BOOK P.C. • POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL, '= PLANTER P,L.S. = PROFESSIONAL LAND SURVEY° R P.0.E.. = POINT OF BEGINNING P.O.O.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. • POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY=PARKWAY R. • RECORD DISTANCE RAD. = RADIUS OF RADIAL RGE, = RANGE R.P. • RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT RAW = RIGHT-OF-WAY . .SEC. = SECTION S.I.P. = SET IRON PIPE LB. iiSD44 SWx = SIDEWALK T•TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = tITILFTY POLE WM. = WATER ME TER • W.R. = WOOD ROOF W.S. = WOOD SHED = ANGLE = CENTRAL ANGLE C F CENTER LINE }� = MONUMENT LANE . . LFGALNQTE'LTOACCOMPANYSKETCii OF SURVEY ['SURVEY'); - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY; - THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. • EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, , AFFECTING THE PROPERTY. THIS SURVEY 15 SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS. RESERVATIONS OR EASEMENTS OF RECORD. AND LEGAL DES CR'TIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND I OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT ASHOWN SCALE AND I OR NOT TO SCALE EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. • THE TERM "ENCROACHMENT" MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. rTCTS •C1 V.LI, VERIFY ZONING REGULATIONS. RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE - FOR;UBMITTING PLOT PLANS WITH THE CORRECT INFORMA1 tOl: FC � - R. rr'TDV;: L OP +A.A.tTHORlZATlON TO AUTHORITIES IN. NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED THISFIRM HAS NOT ATTEMPTEO TO LOCATE FOOTING AND1OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED, THIS PLAN OF, SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. = HEREON, THE CERTiFICATEDOES NOT EXTEND TOANY UNNAMED PARTY . . THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OP THE INFORMATION BELOW, THE LOCAL F.E.M.A. • AGENT SHOULD BE CONTACTED FOR VERIFICATION, THE PNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE-- X COMMUNITYAPANEUSUFFIX: 120633 0457 L DATE OF FIRM: 09111!2009 BASE FLOOD Ei:E'VATION: NIA CERTIFIED TO: FERNANDO FONT & DENISE FONT LAW OFFICE OF ALEXIS GONZALEZ P.A. AI TONWAYS TITLE INSURANCE FUND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ISAOAIATIMA --34- OVERHEAD UTILITY LINES z C B s. = WALL ICBM G,LF, = CHAN LINK FENCE I.F. = IRON FENCE W.F. = WOOD FENCE 0,C0 = EXISTING ELEVATIONS .rs--1t -o-C tiP-+rt SURVEYOR'S NOTES - 0 IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAJD•PLAT.IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO • COUNTY, TOWNSHIP MAPS. 2j THIS IS A SPECIFIC PURPOSE SURVEY, 3j THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE' - 1:75DC1 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO . MIAMI -LADE COUNTY. BMA ELEV. FEET OF N.G.V.D. OF 1329. SURVEYOR'S CERTIFICATION - - I HEREBY CERTIFY: T}SATTHIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON. AS RECENTLY. SURVEYED AND DRA'Wi UNDER MY SUPER'VSSION, COMPLIES YNTHTHE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17.6; FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORCA STATUTES. . . BY: GEORGEIBARRA (OAT' F TEL➢ WORK) rAo7ESS*NAL Lk.ND -I-'RV=YDR NO. 2534 `STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL - BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR).. . REVISED ON: REVISED ON. - SRVEY No. 11.0000285.2 ;582 N.!:: 7th STREET SUITE 202 WO W, 4 ORIDA 33126 IELEPI N+b: (305) 264-2660 =Are (; 35) 264-0229 DRAWN BY: AL(LILY) Noun 'ururpr Luc• LAND SURVEYORS SHEET No. 2 OF 2 60.001 TOTAL RAN 30.00' SURVEYOR'S NOTE: - There may be Easements recorded in the Public Records not shown on this Survey. The purpose of this Survey is for use in obtaining Title Inauran a and Financing and should not be used far Construction purposes. F.I.P 112" NO CAP 1.90'CL F.I.P 112` NO CAP �4. d BOUNDARY SURVEY SCALE �1"=20' LOT -13 BLOCK -4 100.00' 32.09' LOT -12 BLOCK -4 -4 RJi F.I.P 112" a 4' C.LF. a NO GAP 0.80' DIAMETER ALL CONC. COLUMNS ONE STORY RES. # 801 LOT -11 BLOCK -4 CONC. SWK' :. 1.14 CL F.1.P 112' NO CAP SURVEY ENCROACiiMEWr NOTES: A) Northeast side al prop-rty. Asphalt d-hrs return encroaching onto right -at -way. 8) Southwest side of property: Asphafl drive a return encroaching onto right-of-way. 3(_, /O4 O1/JLA 80/ A/mmen ce_, Building & Zoning Department 405 13iltmore Way, Third Floor Coral Gables, Florida 33134 t Tel: V,05-460-5235 Fax:305-460-5261 www.coralgables.com MCOL # 5P CITY OF CORAL GABLES BUILDING AND ZONING DEPARTMENT Permit Application t: T'llaFOLLO Date: Application #: Permit Change: Q Change of Contractor Permit Extension Permit Renewal Permit Revision Permit Supplement co— E.1.4 .` PLICANT tACCQRDINGf Permit Type: Q Building Electrical Mechanical Plumbing Roofing Misc. App. Date DESCRIPTION OF WORK (PRINT): 501MrhiY1I Vet f-)0t,1- `13)- Thck, 136 PROPERTY OWNER: Name: -TeY,nO.YN4:4 Dn Address: F5c, AN-en rZ. City/StaterZip: t)(C. GabVeS IA • -))3(1 Telephone No.:(g) yy4 _ rAts ARCHITECT: Name: Address: City/State/Zip: Tel.: BONDING: Name: Address: Telephone No.: Application is hereby made to obtain a permit to do work and installations as indicated. I certify that no work has commenced prior to the issuance of a permit and that all work will beperformedtomeetthestandardsofalllawsregulatingtheconstructionintheCityofCoralGables. 1 understand that a separate permit must be secured for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING, AWNINGS, ETC. The Historical Resources Department's approval is required prior to the issuance of a demolition permit. WARNING TO OWNER: Failure to record a notice of commencement may result in you paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement. OWNER'S AFFIDAVIT: I certi c , • t all the foregoing information is accurate and that all work will be done in compliance with I • licabl a la/ sat construction and zoning. I - Master Permit #: L o b n LI 1 1 Control #: Project Information: Q Commercial: Residential: Linear Feet: Q Square Feet: Value of Work: 1`2.gicDop Q Q PROPERTY LOCATION: Address: $pj CMrr,e)7.-Tok ate Folio #: Q3 4 goo j p2.)O 7 Block: ( Lot: 11 Subdivision: ems. -A- Plat book: S Page: oz CONTRACTOR: f--N f f asec• Address:7)100 AVUu /Z'= Ave- At12P1 City/State/Zip: rnrfckey,; 75jj27- License No.: Telephone No.: CGc 004 (PLin (301) 4 i 8 9,-fY1 ENGINEER: r,` Name: Mr. GMmi l-0, .D Dra-co Address: sr) „LA,J22,,,,_ City/ State/Zip: Mt4az ( 33 e,,/ Tel.:-m-b_113 llZ3- MORTGAGE LENDER: Name: Address: Signature of Owner The foregoing instrument NOT PUBLIC (S acknowledged before me this day of MY COMMISSION #EE122256 EXPIRES: OCT 08, 2015 a Bon, ed through s a e t C dentification, Telephone No.: Signature of Qualifier The foregoing instrume RENDA DUBON MMISSION # EE122256 as identification, Form 10t City of Coral Gables Development Services Department SWIMMING POOL SAFETY REQUIREMENTS SECTION 424.2.17, 2007 FLORIDA BUILDING CODE SECTION 5-108 (c) (d) & (f) OF THE CORAL GABLES ZONING CODE 1, -fertr,exYA_ ci v -TO QQ Print Owner's Name VJobAddress o wee Y70. Al-e C' Goi)\-e/: Do hereby request a'p\ermitt ^^ to build aswimming pool to be issued to: Ctac Print Contractor's Name and Company Name In accordance with Article5, Section 5-108 (E) and (F) of the "Zoning Code" of the City of Coral Gables, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used nor filled with water until the approved safety barrier (protective pool enclosure with self locking and self closing gates) has been permitted, erected, inspected and approved. As owner, I also acknowledge that if any neighboring fence and/or wall structure permitted to be part of the required safety barrier is altered or removed I must immediately permit and erect fence and/or wall structure to comply with Section 5-108 (c) (d) and (f) of the "Zoning Code" of the City of Coral Gables. Swimming pool permits obtained must also meet at least one of the pool safety barrier requirements as per the 2007 Florida Building Code, Section 424.2.17 (please see options listed below). INDICATE YOUR METHOD OF COMPLIANCE BY CHECKING THE APPROPRIATE BOX The pool will be equipped with an approved safety pool cover complying with ASTM F 1346. The pool will be isolated from access from the structure by an enclosure that meets the pool barrier requirements of Section 424.2.17, 2007 FBC. All door windows providing direct access from the structure to the pool will be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 dB A at 10 feet and its either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning, be capable of being heard throughout the house during normal household duties, and be equipped with a properly located manual means to temporarily deactivate the alarm for not more than 15 seconds for a single opening. All doors providing direct address from the structure to the pool (not equipped with exit alarms) will be equipped with self - closing, self -catching device with positive mechanical latching/locking installed a minimum of 54" inches above the threshold. According to Section 515.27 F.S., a person who fails to equip a new swimming pool with at least one pool safety feature required above commits a misdemeanor of the second degree, punishable as provided in s. 775.082 or s. 775.083. I also understand that steel and ground and deck inspections are required in addition to the final inspection. Inspection access to the interior of the home is required if alarms on windows and doors or if self-closing/self-latching d are used to meet the above requireme ts. X Owner' s " gnature Not • . as to BRENDA DUBON MY COMMISSION #EE122256 EXPIRES: OCT 08, 2015 Bonded through 1st State Insurance BRENDA DUBON M' COMMISSION #EE122256 EXPIRES: OCT08, 2015 Bondedthrough1stStateInsuranceProvide two copies of this required certification along with the swi ing pool permit application 2/ 23/2012 I1I!/ I no& Vr VddVIlO.ICIVVGIVIGIY I A RECORDED COPY MUST BE POSTED ON THE JOB. SITE AT TIME OF FIRST INSPECTION 111111f 11111111111111111111111111111111111111 PERMIT NO. TAX FOLIO NO. STFE OF FLORIDA: NTY OF MIAMI=DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1 Legal description of property and street/address: Ogre. r 2. Description of improvement: PDO) OR Ok 2865.7 P9 4634 (1p9. RECORDED 06 /I r3/2C 13 09 = 49 e 58 ' HARVEY RUVINt CLERK OF COURT NIAM-DADE COUNTY? FLORIDA LAST PAGE e to -a Ct_81Pf, -)3(4 3. Owner(s) name and address:e/n:"_ . F3e,1 CC Itryev.‘ck e. Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: f` it + a(1. .Td-LC . l CDO /OW 72P- A-K.(\u-it '4F 12 k . 'm'i Um'; 331 ' D 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Ov;ektrit9p l ejpobsuo nc e bigumen provided by Section 713.13(1)(a)7., Florida Statutes, 1HEREtF7CF_RTTFYthattigsis iscopyafth9 his office on day ofA.} cnnyi,. t rts till1I iFES my hand and Official Se& . e' , senor s*Atg", provided Name and address: 8.: In addition to himself, Owners designates the follow in Section 713.13(1)(b), Florida Statutes.EV Name and address: ts. abe..served as r '. 9. Expiration date of this Notice of Commencement: (the expiration different date is date is 1 year from the date of recording unless a ed) Signature of 'Owner Print Owner's Name teY Sworn to and Notary Public sub:_ cribed bef Print Notary's Na :e My commission expires: 123. 01-52 PAGE 4 5/07 this 2-9day of Ir1-' , BRE' DA DUBON ION,# EE122256 EXPIRES: OCT 08, 2015 4ond0 through 1st State Munn Prepared by r-f l Address: ICE DOS Z`-, i Date Sub itted • affssio CITY OF CORAL GABLES BUILDING & ZONING DEPARTMENT APPLICATION FOR REVIEW BY THE BOARD OF Applicant: Mr, e Telephone: f)t-t4' r3407 Board of Architects Review [See Board of Architects Preliminary submittal checkn reverse side & note below] Preliminary Approval [ See Board of Architects Final submittal checklist on reverse side] Final without Preliminary Approval [See Board of Architects Final submittal checklist on reverse side] Mediterranean Approval [ See Board of Architects Final submittal checklist on reverse side] Proposed Structure: Fe x PAAQ. 4- OP Residence; Dup ; Addition; Sign; Etc.] 1, Mr. t-v nalve.ho o.,.;t Print s0 above, certify tt at $ 000 -- is the estimated cost(*) for this project. Signature of Owner / Architect / Engineer] ESTIMATED COST ABOVE SHALL BE +/- 10% OF ACTUAL COST. Y' Owner: -- eVVVtldc7f-0 k.- Owner's Telephone: (9i:6Y-1LN — I 8s Owner's Address: as the Owner/Architect/Engineer of record for The foregoing instrument of i r 20 (3 by , is pe so ally kno 1 ..s, rodu ed a NOTARY SEAL 801 PtAwNed ave,nu-e 0.13fal Coe7,17I,e• 11 3313(, T 0193S C project covered under the application i ^- cknowledged before me this Oq day BRENDA DUBON MY COMMISSION # EE122256 EXPIRES: OCT OB, 2015 Bonded through 1st State Insurance as Identification. Job Address: Bol Akk-v\eA A 00-\"1/45t- DfG ` & Lt e f ' '31 *1 a 4 % qq Legal Description: Lot(s): VI s '2 Block: LI Section: 7T Pb/Pg: _OZ Project Architect/ Engineer: (Y\r, .>LWni-.01-6.-Nato Oro NCO ,. R Telephone: 7(rkj — WY- -7/2J-- Date(s) of previous submittals and actions: NOTE: 1. Plans for preliminary approval with an estimated construction cost exceeding $75,000.00 will be deferred for a week in accordance with Article 3 Section 3-302 of the Zoning Code, for posting of the property. 2. If at a later time the estimated cost of the project is determined to be above the $75,000 cost, the property will then be posted, and a fee increase will be charged at that time. It is the applicant's responsibility to update the cost of the project if any changes occur. Projects located in Cocoplum II, Deering Bay, Gables Estates, Journey's End and Snapper Creek must have a stamp of approval from the Local Board of Architects" prior to submittal of the Coral Gables Board of Architects. Plans submitted to this office are required to be picked up in the Building & Zoning Department, by the Applicant, within fourteen (14) days after the Board of Architects meeting unless the plans have received Final Approval by the Board of Architects in which case, they will automatically be processed by a building permit. Plans which are not picked up within fourteen (14 days) will be discarded. The information provided herein is true and correct, and the application is being submitted with all of the documents necessary for review by the appropriate Board and the Building & Zoning Department. I understand that failure to provide the information necessary for review by the appropriate Board may cause my application to be deferred without review. The Historical Resources Department's approval is required prior to the issuance of a demolition permit. SEE REVERSE SIDE) Updated December, 2010 n acsws. k u tt CITY OF CORAL GABLES . - ABUILDING & ZONING DEPARTMENT IR FINAL BOARD OF ARCHITECTS SUBMITTAL ALL APPLICANTS MUST SUBMIT ITEMS 1 THROUGH 6. 1. The set of preliminary architectural drawings which have been approved by the Board of Architects, when such approval was necessary. 2. Two (2) sets of final working drawings which include complete architectural, foundation, structural, mechanical, electrical, and plumbing plans, a site, grading, and landscaping plan, and other shop drawings. Partial elevation, drawings, or floor plans will not be accepted in connection with any plans submitted for a Building Permit. The final working drawing must be signed, dated and sealed by the designing architect/engineer. 3. A complete title block on each page which includes the name of the property owner, the job location or address, the name, address and phone number of the designing architect and engineer, page numbers, and type of construction. 14. A current signed and sealed survey of the property which is less than five (5) years old and which accurately reflects the existing conditions of the property, to include: all improvements, elevations of the site, structures, sidewalk and crown of the road, existing trees with three inch or greater caliber trunks or a statement by the land surveyor that there are no trees on the property. Properties which abut upon a waterway, lake, canal, or the bay must show mangroves, or there must be a statement that there are no mangroves on the property. 5. Preliminary approval from the Department of Environmental Resources Management must be obtained when there are mangroves on a property, and the plans must be stamped with such approval prior to submittal to the Board of Architects. 16. Colored photographs of the building ~site,,any existing structures, and neighboring structures which show the character of the surrounding neighborhood. ITEMS 1 THROUGH 11 MUST BE SUBMITTED [IF APPLICABLE] 7. Final approval for the local neighborhood architectural review committee is required (Cocolum II, Deering Bay, Gables Estates, Journey's End and Snapper Creek.) 8. Three (3) copies of energy code compliance calculations signed and sealed. 9. Architects must submit an affidavit, on new buildings, certifying that the building is an original design and not a duplicate design of an existing building. 10. Flood criteria notes must be included in the final drawings to show that the project is in compliance with the flood zone regulations. 11. The Board of Architects application and fee. THE ITEMS AS SPECIFIED AND CHECKED ABOVE HAVE BEEN SUBMITTED AS PART OF THIS APPLICATION FOR FINAL APPROVAL BY THE BOARD OF ARCHITECTS. Under penalties of perjury, I declare that to the best of my knowledge, the facts stated in this document are true. I understand that perjury is a felony of the third degree. Yevrav\clo e•-E' Applicant's Name] [Applicant's Signature] Ma - -00 THE BOARD OF ARCHITECTS DEADLINE IS MONDAY AT 12:00 NOON FOR THAT THURSDAY'S MEETING, OR FOR THE FOLLOWING MEETING IF THE PROJECT MUST BE POSTED. e Building & Zoning Department 405 Biltmore Way, Third Floor Coral Gables, Florida 33134 Tel: 305-460-5235 Fax:305-460-5261 www.coralgables.com MCOL # CITY OF CORAL GABLES BUILDING AND ZONING DEPARTMENT Permit Application ALL OF THE FOLLOWING MUST BE COMPLETED BY APPLICANT ACCORDING TO FS 713.35 Date: % J 3 " Application #: Permit Change: 0 Change of Contractor Permit Extension Permit Renewal Permit Revision Permit Supplement Permit Type: MI Building Electrical 1/ Mechanical Plumbing Roofing Misc. nrDate 9 th r7 '-'S—I DESCRIPTTII ON OF WORK (PRINT): n ) c9 P-%, PROPERTY OWNER: Name: D J Address: (qr.)/ / AP4m,-G Yd'< City/State/Zip: d_0 or-t/ 6,4E-`6L Ge. Telephone No.: ARCHITECT: Name: Address: City/State/Zip: Tel.: BONDING: Name: Address: Telephone No.: Master Permit #: 51,130 04// 47, Control #: Project Information: 0 Commercial: Residential: l Linear Feet: 0 Square Feet: 0 Value of Work: 0 PROPERTY LOCATION: % 4'7 efry ( /V -,?" - Address: 80/ Folio #: Lot: Block: Subdivision: Plat book: Page: CONTRACTOR: Address: /1—Ct, • O 3 j( City/State/Zip: License No.: Telephone N,.: ENGINEER: Name: Address: City/State/Zip: Tel.: MORTGAGE LENDER: Name: Address: Telephone No.: Application is hereby made to obtain a permit to do work and installations as indicated. I ceri fy that no work has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating the construction in the City of Coral Gables. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING, AWNINGS, ETC. The Historical Resources Department's approval is required prior to the issuance of a demolition permit. WARNING TO OWNER: Failure to record a notice of commencement may result in you paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attomey before recording your notice of commencement. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance ith all .pli.+.le laws regulating con ction and zoning. Signature of Owner Signature of Qualifier The foregoing instrument was acknowledged before me this day of 20 by is personally known to me, has produced a as identification, NOTARY PUBLIC (SEAL) The .re oing instrument acknowle ed before me this 7 day of 20 by I U 1 i.S.` is per :nally n has ;•r,+ . e. NOTARY ' BL BRENDA DUBON Y COMMISSION #EE122256 as identification, EXPIRES: OCT 08, 2015 emu through 1st State Insurance Form 101 O C i t y o f C o r a l G a b l e s B u i l d i n g Z o n i n g D e p a r t m e n t e d e n w e b c o r a l g a b l e s c o m E l e c t r i c a l F e e S h e e t A t t e n t i o n a p p l i c a n t Y o u a r e r e sp o n s i b l e f o r f i l l i n g o u t t h i s a p p l i c a t i o n c o r r e c t l y I f y o u h a v e a n y q u e s t i o n s c o n c e r n i n g w h a t c a t e g o r y y o u r w o r k f a l l s u n d e r P l e a s e s e e a n i n s p e c t o r o r p r o c e s s o r f o r y o u r t r a d e R e f u n d s w i l l n o t b e g i v e n i n c a s e o f e r r o r o n y o u r p a r t a n d y o u w i l l b e c h a r g e d a d o u b l e f e e p l u s a 1 4 5 0 0 f o r d o i n Fee codes Description Fee Calculation Custom Fields or Cost e1003 Service repair and/or meter change (adding 3rd phase) 108.75 per service Repair only e1046 Signs - exterior Up to 2 on same location: 108.75, three or more: $123.25 of signs - exterior e1104 Signs - interior Up to 2 on same location: 79. 75, three or more: $123.25 of signs - interior Services:" The following fees shall be charged for each service and each sub -feeder (feed rail) e1006 100 amps and under 43.50 of amps - service 101 amps thru 200 amps 72. 50 201 amps thru 400 amps 108.75 401 amps thru 600 amps 145.00 601 amps thru 800 amps 181.25 For each 100 amps over 800 amps 36.25 e1065 Sub -feeder Look for amp fees under services" of amps - subfeed e1007 Switchboards Look for amp fees under services" of amps - switchboards e1035 Special purpose outlets, commercial: popcorn, doughnut, drink machines, coin -music machines, toasters, coffee urns, espresso machines, deep fryers, telephone booths, refrigerator display, microwave, booster heaters, etc. 58.00 per outlet of commercial outlets e1032 Transformers for x-rays 94.25 Each e1034 Welding machine outlets Up to 25 amps: $36.25, each additional 250 amps or fraction thereof: $14.50 of amps - welding machine Low Voltage (Alarm Affidavit required for burglar alarm system) e1012 Low voltage system (access control, burglar alarm, close circuit, data lines, energy management, fire alarm, intercom, telephone, television) 159.50 complete system of low voltage systems Installation wiring pre -wire only) 108.75 Installation wiring only Smart house systems 108.75 per system Smart house system e1010 Fire alarm and/or fire pump test 94.25 per hour of hours e1054 Fire pump 108.75 per pump of fire pumps Category 14 - Temporary Service for Construction (must list master permit #) e1004 Temporary service, construction 181.25 (plus fee listed under services" for 101 amps and over) of amps Revised: 08/01/2010 Fee codes Description Fee Calculation Custom Fields or Cost Category 22 - Trailer Service (must list master permit #) e1064 Temporary trailer (construction) 203.00 per trailer of trailer - construction e1063 Tem... - . - office) 261.00 per trailer of trailer - sales office Category 23 - .- wimming Pools e1014 Pools w1 spa Pools with spas: commer 0 of pools with spas commercial residentialFesldential: $108.75 Separate spa or fountain Separate indoor/outdoor spas or fountains: commercial:$123.25 residential:$79.75 of spa or fountains commercial residential Category 26 - Temp Service Test (good for 30 days) (affidavit required at site) e1005 Temporary for testing, for a period of 30 days 181.25 per test of temporary test - 30 days Category 28 - Lighting Pole (Parking lot lighting from poles) e1040 Flood lights or light post 14.50 per light of lights e1041 Site lights (parking lot ligths) 14.50 per light of parking lot lights of light posts Category 31 - Air Conditioner e1027 Air conditioners - central or chiller 13.05 per ton of tons Category 33 - Central Vacuum e1053 Central vacuum 108.75 of central vacuum Minimum Permit Fee $108.75 Code Compliance Fee $0.60 per $1,000.00 of estimated cost of work (not charged on sub-permlff) non-refundable) Document Preservation Fee $1.45 per page or document submitted (non-refundable) Filing Fee $1.00 per page or document submitted (non-refundable) For questions please call the Electrical Division at 305-460-5255 Revised: 08/01/2010 Building & Zoning Department 405 Biltmore Way, Third Floor Coral Gables, Florida 33134 Tel: 305-460-5235 Fax:305-460-5261 www.coralgables.com MCOL # CITY OF CORAL GABLES BUILDING AND ZONING DEPARTMENT Permit Application O Date: Application #: hermit Change: Q Change of Contractor Permit Extension Permit Renewal Permit Revision Permit Supplement T, l3ECOIvIP PLICANT ACCQR Permit Type: Et Building Electrical Mechanical Plumbing e/ Roofing Misc. App. 1 7. 13 DESCRIPTION OF WORK (PRINT): r.-6- u oAt- feW Stu v,,...: co.\ PROPERTY OWNER: Name: feyockekao tbni Address: goi ,r,e„ th-C.. titre City/State/Zip: roj Cx 12 5, '1. 33 i3(1 Telephone No.: (.2jp.0 yuy - ras" ARCHITECT: Name: Address: City/State/Zip: Tel.: BONDING: Name: Address: Telephone No.: 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 beperformedtomeetthestandardsofalllawsregulatingtheconstructionintheCityofCoralGables. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING, AWNINGS, ETC. The Historical Resources Department's approval is required prior to the lwmance of a demolition permitWARNINGTOOWNER: Failure to record a notice of commencement may result in you paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement. OWNER'S AFFIDAVIT: I certi I the fo, ` oin: information is accurate and that all work will be done in compliance wiapplicable Master Permit #: Control #: fit, i D10 0114 Project Information: Commercial: Residential: to/Linear Feet: n Square Feet: rA Value of Work: n PROPERTY LOCATION: Address: BO alyy.e,nc- A(re Folio #: ej II goo /02;1 Lot: 1 Y 12 Block: if Subdivision: CorG' 1 PkIcAl Sec+ A - CONTRACTOR: tp Plat book: s— Page: 10 Z 1- i Ocici}-i cAs . Snc • Nam Address: 3)00 ) 12'N`- ANC 1:1/2-* )lei City/ State/Zip: Y1.9OM'. Y1 •- ,,3') i2'Z- Telephone No.: 3o) 4I2Cikle) 3 License No.: ENGINEER: Name: Address: City/ State/Zip: Tel.: MORTGAGE LENDER: Name: Address: Telephone No.: Signature of Qualifier The oreg•ing instrument o edged lating cons n d zoning. i 3 before me, is day of by_‘ aifil*e V NOT : Y PUBLIC (SE BRENDA DUBON gOentification, EXPIRES: OCT 08, 2015 Bonded through 1st State Insurance Fern, 101 City of Coral Gables Building & Zoning Department edenweb.coralgables.com Plumbing Fee Sheet Attention applicant: You are responsible for filling out this application correctly. If you have any questions concerning what category your work falls under, please see an inspector or processor for your trade. Refunds will not be given in case of error on your part and you will be charged a double fee plus a $15 or doing work without a.permit. Under penalties of perjury, I declare that to the be my'knowl a stated in this document are true. I understand that perjury is a felony of the third degree. X — Qualifier Signature Fee Codes Description Fee Calcul ion Custom Fields or Cost Category 01- General Plumbing p1002 Minimum fee 114.19 per application p1533 Bathtub, bidet, cap fixture, dishwasher, disposal, drinking fountain, floor drain, lavatory, laundry tray, clothes washer, shower, sink, urinal, water closet, indirect wastes, ice maker, water heater, area drain, roof inlet, dental chair, condensate drains, appliance gas, rough plug outlets including future outlets), miscellaneous fixtures 22.84 per rough & set of rough & set 11.42 per rough of rough 11.42 per set of set p1976 Cap water/sewer lines demolition only) 114.19 per system Each p1940 Drainfield or septic tanks 114.19 per system of drainfields or septic tanks p1985 Re -piping 60.90 per 1,000.00 of estimated construction cost Re piping cost p1960 Septic tank with drainfields 114.19 per system of septic tank p1961 Septic tank pump abandonment 114.19 per system of pump & abandon p1910 Sewer/water connections 114.19 per connection of sewer connections of water connections Category 02 - Gas (Natural & LPGX) p1904 Gas 114.19 above or underground tanks of tanks 38.06 per $1,000.00 of estimated construction cost, for piping Gas piping estimated cost p1903 Gas piping repair (no fixture or appliance installation included) 60.00 each of piping repair -gas p1902 of Appliance - gas 21.75 per outlet of outlets -gas R-2011-171 r 6 Fee Codes Description Fee Calculation Custom Fields or Cost Category 03 - Lawn Sprinkler p1028 Irrigation/sprinkler system 114.19 per system of systems 38.06 additional per zone of zones 1.90 additional per head of heads p1965 Irrigation/sprinkler system repair 114.19 per repair Repair only Category 05 - Chemical Toilets p1020 Portable toilets temporary water closets) First $114.19 each additional $15.00 of portable toilets Category 10 - Pool, Spa, Fountain p1930 Pool/spa/fountain Pool: commercial: 5.09 residential: 114.19 of pools commercial residential Spa or hot tubs: commercial: $175.09 residential: $114.19 of spa or hot tubs commercial residential 114.19 per fountain of fountains Pool with spa: commercial: $205.54 residential- )144.63 of pool & spa commercial residential p1840 Pool/spa heater 114.19 per heatei of pool/spa heater Category 11 - Well Drilling p1987 Supply wells Commercial: $152.25 of supply well - comm Residential: $114.19 of supply well - resid Discharge well 152.25 per well of discharge wells Category 14 - Dental Vacuum Lines p1975 Dental Vacuum Line System each (Including pump) 100.80 each of vacuum systems -dental Category 15 - Air Compressor Piping p1974 Air Compressor piping Piping fee of $19.95 per $1,000 of estimated construction cost Air Compressor piping cost Category 16 - Site Utilities p1950 Lift stations First $1,000.00: $114.19, each additional $1,000.00: $38.06 Lift station cost Storm and sanitary collector line 11.42 per 50 feet Storm/sanitary line LF Water and gas main Water/gas line LF Manhole 22.84 per.manhole of manholes p1912 Drains 15.23 per $1,000.00 of estimated construction cost Catch basins cost Area drains cost French drains cost R-2011-171 Fee Codes Description Fee Calculation Custom Fields or Cost p1954 Sewage treatment plants First $1,000.00: $114.19, each additional $1,000.00: $38.06 Sewage treatment plant cost p1958 Water treatment plants First $1,000.00: $114.19, each additional $1,000.00: $38.06 Water treatment plant cost Category 17 - Exterior Rough Only p1970 Water & sewer connection for temporary construction office trailer 114.19 per connection of construction office trailers p1971 Water & sewer connection for temporary sales office trailer 129.41 per connection of sales office trailers Category 21 Meters 4p1850 Sub -meter installation a/c, sprinkler, etc.) First meter: $114.19, each additional: $12.94 of sub -meter Category 22 - Medical Gas Installation p1972 Medical gas piping, including vacuum inlets 21.75 per outlet plus a piping fee of $25. 00 per $1,000 of estimated construction cost of outlets Gas piping estimated cost p1973 Air compressor 114.19 of compressors Category 23 - Foundation only p1983 A/C condensate 114.19 per outlet of a/c condensate p1116 back flow preventors Up to 1.5": $114.19 each of backflows (up to 1.5") 2" and above $137.03 each of backflows (2" and above) p1023 Pumps 114.19 per unit of domestic pump of re -circulate pump of sump pump of vacuum pumps p1914 Soakage pits 114.19 per pit of pits Category 24 - Interceptor / Grease Traps p1585 Grease trap 114.19 per unit of grease trap p1598 Interceptor 114.19 per unit of interceptor Plumbing Permit Fee (Minimum Permit Fee $114.19) Less up -front building permit credit for master permits (paid at BOA) (non-refundable) Bldg lnsp Cert & FI Constr Fee 1.5% of permit fee with a minimum of $2.00 (non-refundable) Radon Gas Trust Fee 1.5% of permit fee with a minimum fee of $2.00 (non-refundable) Code Compliance Fee $0.60 per $1,000.00 of estimated cost of work (not charged on sub -permits) Document Preservation Fee $1.45 per page or document submitted (non-refundable) Filing Fee $1.00 per page or document submitted (non-refundable) Art Acquisition Fund Fee (charged on commercial, non -municipal projects over $1,000,000) Historic Public Art Fund Fee (municipal permits only) 1 % of estimated cost of work (not charged on sub -permits) non-refundable) Total Plumbing Permit Cost For questions please call the Plumbing Division at 305-460-5258 R-2011-171 Building & Zoning Department 405 Biltmore Way, Third Floor Coral Gables, Florida 33134 Tel: 305-460-5235 Fax:305-460-5261 www.coralgables.com MCOL # Date: Application #: CITY OF CORAL GABLES BUILDING AND ZONING DEPA Permit Application ALL OF THE FOLLOWING MUST BE COMPLETED BY APPLIC Permit Change: Q Change of Contractor Permit Extension ' Permit Renewal Permit Revision Permit Supplement DES Permit Type: Building Electrical Mechanical Roofing Misc. App. DESCRIPTION OF WORK (PRINT N'Fw 1 COctAroFatio a_ 66u46o PROPERTY OWNER: Name: Address: eo / City/State/Zip: Co fr—a 4 / Q . Telephone No.: ARCHITECT: Name: Address: City/State/Zip: Tel.: BONDING: Name: Address: Telephone No.: CORDING T• 7 Master Permit #:.6,- 01/// Control #: Project Information: Commercial: Residential: Linear Feet: Square Feet: C , _ Value of Work: % /}`' ) PROPERTY LOCATION: cJ Address: p / / me,,-/ Q /_ e_-64 Folio #: Lot: Subdivision: Block: Q s Q Q Q Plat book: Page: CONTRACTOR: Al49- f a e, S"a e Address: 3-ze 5' geeJ-- l o.P i Y - City/State/Zip: /7i'.t) .C. 3 / 6 License No.: Telephone No.: . , ,/ ge--/3 0( 0 30030 A r y ENGINEER: Name: Address: City/State/Zip: Tel.: MORTGAGE LENDER: Name: Address: Telephone No.: Application is hereby made to obtain a permit to do work and installations as indicated. I certfy that no work has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating the construction in the City of Coral Gables. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING, AWNINGS, ETC. The Historical Resources Department's approval is required prior to the issuance of a demolition permit. WARNING TO OWNER: Failure to record a of commencement may result in you paying twice for improvements to with your lender or an attorney before r g your notice o? ommencement. OWNER'S AFFIDAVIT: I certify at all te$gjttgiHftTrmauon is accurate and that all work will be done in compliant Signature of Owner The foregoing i U is personal) has produc 1 oftstwasackiesX I : • C K i e, E MafCh 15. 2016 as identification, Jday 77- -- I9w.;aom NOTARY P IC (SEAL) Signature of Qualifier u intend to obtain financing, consult construction and zoning. The foregoing instrument was acknowledged before me this 1 day of yvs f' is personally kn k has pro d NOTAR r-fin, l .we t ty,7 Fla tam+omry8wlce.00m B C (SEAL)" c MY COMMISSION 4 E 1 10 e; cat on, Form 101 City of Coral Gables Development Services Department Electrical Fee Sheet Attention applicant: You are responsible for filling out this application correctly. If you have any questions concerning what category your work falls under. Please see an inspector or processor for your trade. Refunds will not be given in case of error on your part and you will be charged a double fee plus a $152.25 for doing work without a permit. Under penalties of perjury, I declare that to the;6 st oa ywl that perjury is a felony of the third degree. X (/` edge,the facts stated in this document are true. I understand Qualifier Signature Fee codes Description Fee Calculation Custom Fields or Cost Category 01- General Electric e1002 Minimum fee 114.19 per application e1028 Clear violations inspection, new tenants, safety inspection FPL). 76.13 per inspection of inspections e1031 Generators, transformers, commercial heating equipment, strip heaters 1-25 KW: $76.13 26- 50 KW: $152.25 51 KW and over: $190.31 of KW e1011 Air conditioners, window and through -wall units, compactor, deep freezer, dishwasher, dryer, fan, garbage disposal, heat recovery, oven, range/range top, refrigerator (domestic), space heater, time clock, washine machine, water heater - boiler (electrical), FPL load management unit 45.68 each of equipment outlets or permanent connections e1043 Demolition of circuits 114.19 per floor of floors e1057 Ductbank 4.27 per L.F. Ductbank LF e1037 Light fixture/sockets 1-10 fixtures: $45.68 each additional $3.81 of sockets e1081 Motors Up to 10 HP: $76.13, each additional HP or fraction thereof: $3.81 of HP - motors 15.23 each of motor-outlets/perm conn. e1042 Plugmold and strip track lighting First 10 feet: $45.68, each 5 feet thereafter: $7.61 Plugmold/track light LF e1090 Refrigerator (commercial) 60.90 per HP set "motor" schedule) of HP - commercial refrigeration eI033 Retrofit light fixture 3.81 per ballast of ballast eI008 Rough wiring outlets (light, receptacle, switch) 1-10 outlets: $45.68, each additional outlet:$3.05 of outlets R-2011-170 a Fee s Description Fee Calculation Custom Fields or Cost rc 0 Service repair and/or meter change (adding 3rd phase) 114.19 per service Repair only I e1046 Signs - exterior Up to 2 on same location: 114.19, three or more: $129.41 of signs - exterior e1104 Signs - interior Up to 2 on same location: 83.74, three or more: $129.41 of signs - interior Services:" The following fees shall be charged for each service and each sub -feeder (feed rail) e1006 100 amps and under 45.68 of amps - service 101 amps thru 200 amps 76.12 201 amps thru 400 amps 114.19 401 amps thru 600 amps 152.25 601 amps thru 800 amps 190.31 For each 100 amps over 800 amps 38.06 e1065 Sub -feeder Look for amp fees under services" of amps - subfeed e1066 Transfer Switches Look for amp fees under services" of amps - transfer switches e1007 Switchboards Look for amp fees under services" of amps - switchboards e1035 Special purpose outlets, commercial: popcorn, doughnut, drink machines, coin -music machines, toasters, coffee urns, espresso machines, deep fryers, telephone booths, refrigerator display, microwave, booster heaters, etc. 60.90 per outlet of commercial outlets e1032 Transformers for x-rays 98. 97 Each e1034 Welding machine outlets Up to 25 amps: $38.06, each additional 250 amps or fraction thereof: $15.23 of amps - welding machine Low Voltage (Alarm Affidavit required for burglar alarm system) e1012 Low voltage system (access control, burglar alarm, close circuit, data lines, energy management, fire alarm, intercom, telephone, television) 167.48 per residential system. of low voltage systems residential) 167.48 per commercial system per floor of low voltage systems per floor (commercial) Installation wiring pre -wire only) 114.19 Installation wiring only Smart house systems 114.19 per system Smart house system e1010 Fire alarm and/or fire pump test 98.97 per hour of hours e1054 Fire pump 114.19 per pump of fire pumps Category 14 - Temporary Service for Construction (must list master permit #) e1004 Temporary service, construction 190.31 (plus fee listed under services" for 101 amps and over) of amps R-2011-170 Fee codes Description Fee Calculation Custom Fields or Cost Category 22 - Trailer Service (must list master permit #) eI064 Temporary trailer (construction) 213.15 per trailer of trailer - construction e1063 Temporary trailer (sales office) 274.05 per trailer of trailer - sales office Category 23 - Swimming Pools eI014 Pools with spa commercial: $228.38 residential: $114.19 of pools with spas commercial residential Separate spa or fountain commercial:$129.41 residential:$83.74 of spa or fountains commercial residential Category 26 - Temp Service Test (good for 30 days) (affidavit required at site) e1005 Temporary for testing, for a period of 30 days 190.31 per test of temporary test - 30 days Category 28 - Lighting Pole (Parking lot lighting from poles) e1040 Flood lights or light post 15.23 per light of lights e1041 Site lights (parking lot ligths) 15.23 per light of parking lot lights of light posts Category 31 - Air Conditioner e1027 Air conditioners - central or chiller 13.70 per ton of tons Category 33 - Central Vacuum e1053 Central vacuum 114.19 of central vacuum Electrical Permit Fee (Minimum Permit Fee $114.19) Less up -front building permit credit for master permits (paid at BOA) (non-refundable) Bldg Insp Cert & Constr Fee 1.5% of permit fee with a minimum fee of $2.00 (non-refundable) Radon Gas Trust Fee 1.5% of permit fee with a minimum fee of $2.00 (non-refundable) Code Compliance Fee $0.60 per $1,000.00 of estimated cost of work (not charged on sub -permits) non-refundable) Document Preservation Fee $1.45 per page or document submitted (non-refundable) Filing Fee $1.00 per page or document submitted (non-refundable) Art Acquisition Fund Fee (charged on commercial, non -municipal projects over $1,000,000) 1% of estimated cost of work (not charged on sub -permits) (non-refundable) Historic Public Art Fund Fee (municipal permits only) 1 % of estimated cost of work (not charged on sub -permits) non-refundable) Total Electrical Permit Cost For questions please call the Electrical Division at 305-460-5255 R-2011-170 J J J J J u R-S O 40.10 53.60 40.10 5380 40.10 53.60 40.10 53.60 0 O 40.10 5380 40.10 5380 MASTER BATHROOM LIBRARY MASTER BEDROOM O FIRST FLOOR PLAN SCALE. 3/18•011-0• LEGEND / NOTES 40J0 5380 WINDOW PRESSURES ARE CALCULATED BY AL4AR0012 CORPORATION - STRUCTURAL ENGINEERS 0 690m 000 WINDOW SYMBOL WINDOW PRESSURE SYMBOL 4880 52.10 40.10 5360 40.10 53.60 O 40.10 5360 LIVING ROOM It NOT IN PERMIT 40J0 5380 40.10 53.60 FAMILY ROOM BEDROOM 61 40.10 5380 LAUNDRY ROOM KITCHEN BEDROOM •2 40.10 53.60 40.10 53.60 GARAGE BREAKFAST AREA DINING RM BATHROOM 62 BATHROOM 61 BATHROOM PS BEDROOM 611 NOT IN PERMIT 46.60 52.70 40.10 63.60 STREET D IST. N. T. S. 0880 52.'10 4880 52.10 46.60 52.'10 46.60 92.'10 ALMERIA AVENUE ANDERSONROAD LI V y JVpJ a. V+ JV J Raimundez-Spellacy Architects, PA 7670 SW 132 Place Miami, Florida 33183 305-496-2707 Signature Raquel Raimundez—Spellacy License No. AR-95049 TRIT= WINDOW DISTRI@UTORS 8888 NW 24'lerrace Miami, Florida 33172 Phone:305-559-9600 Fax:305-513-5793 Raquel Raimundez-Spellacy, AIA does not participate nor determine window pressures, window sizes, locations, selection of N.O.A.'s, the window installation, nor the installation's means and methods of construction yr W Z~ a° JZ a O OZ O URI u- W J WINDOWINSTALLATION FONTRESIDENCE 801ALMERIAAVENUECORALGABLES, FL33134 DRAWN R. R.S. CHECKED R.R.S. DATE 5-10-17 PROJ..NO. 1711 T REVISIONS SHEET n. 1. _, _1 _ T 71I- r">' 1 h' IC 1... 1- 17... "i , _ "1 :f 0; 1- 10 •"11I =CT _717. r, r ., ,rf.T Ju A- 1 f_ I _.___. li __l. II'1 l u :1 g 1 11 10011 1 G0: 1111 I0I 1 0111 IIII 1111111 11 1 0 1 Vv V vV U u vuu U U U U U ( v v 0 FRONT ELEVATION SCALE: 3/16' =1'-0' NOT IN PERMIT 0 O 0 o 0 0 D ElD SIDE ELEVATION SCALE: 3/16' =1' -0' REAR ELEVATION SCALE: 3/16' =1'-0' NOT IN PERMIT O SIDE ELEVATION 0 SIDE ELEVATION SCALE: 3/16' =1' -0' FRONT ELEVATION 0 V V U V U v p O p U U v v U U v u v., V Jv vv U U R- S Raimundez- Spellacy Architects, PA 7670 SW 132 Place Miami, Florida 33183 305- 496-2707 Signature Raquel Raimundez—Spellacy License No. AR-95049 TRITi; WINDOW DISTRIEWORS. 8888 NW 24 Terrace Miami, Florida 33172 Phone: 305-559-9600 Fax: 305-513-5793 Raquel Raimundez-Spellacy, AIA does not participate nor determine window pressures, window sizes, locations, selection of N.O.A.'s, the window installation, nor the installation's means and methods of construction ELEVATIONS WINDOWINSTALLATIONW V Z W 0 W CC H Z O U. 801 ALMERIAAVENUECORALGABLES, FL33134DRAWN R.R.S. CHECKED R.R.S. DATE 5-10-17 PROD. No. 1711 T REVISIONS SHEET f f 111 If SCALE: 3/16' =1'-0' q - pp rr I1 "i ' 1" ' I„ I rnr . i . tIP1ir= ` I y,, ' I I 1 h 4 I' L _. _ 3 t . i, `. ICI _ _ _ i -b . [ .. , . i 1 ° If li" "` _ _ :- I ' Il i""1"" ' fT "( iT 1 _ r i L ."" 1 _ -C_ . C I I f r , [ I ro j r r t r I _ [ L i", ,r , . l 1 Fr SCALE: 3/16' =1'-0' A- 2 I II Tl-^r_" ..I l ItBrC I I III II II II I _ I Pi i it 0 0 o O 0 0 0 ID A QTY SIZE 1 73 1/2" x 74" LOCATION Library Impact Resistan GLASS 5/16" AN/AN TINT lea GRIDS CONFIG Full View XX OTHER BRAND SERIES STYLE POT WG740 CS A 1 73 1/2" x 37" A E3 1" x 2 3/4" x 76" 1 36 1/2" x 73 1/2" 1 36 1/2" x 73 1/2" 1 73" x 50" Library Library Living Room 4 - Living Room 5 - Bedroom pact Resistan Impact Resistant Impact Resistan 7/16" AN/HS 16" AN/AN Clea lea Full View Full View 0 Pic - Half Circle PGT G701 POT MULL PGT WG740 PIC MULL CS mpact Resistan Impact Resistant 16" AN/AN 6" AN/AN Clea ear Full Vie Full View X XX PGT WG740 PGT G740 CS CS 73" x 50" 6 - Bedroom 2 Impact Resistant AN/ AN lea Full Vie XX PGT WG740 CS 1 73" x 50" 1 36 1/2" x 37 1 /2" 7 - Bedroom 3 Bedroom 3 Impact Resistant Impact Resistant 5/16" AN/AN 5/16" AN/AN Clear Clear Full View fuII View PGT PGT G740 G700 CS SH 1 6 1/2" x 37 1/2" Bathroom 3 pact Resistan 5/16" AN/AN ear Full View PGT WG700 SH 6 1/2" x 37 1 /2" 36 1/2" x 37 1/2" 0 - Bathroom 1 1 - Bathroom 2 mpact Resistan Impact Resistant 5/16" AN/AN 6" AN/AN Clear leer Full View Full View PGT WG700 PGT G700 SH SH 1 72" x 83 2 8" x 8 2 - Dining Roo 2 - Dining Roo pact Resistan pact Resistan 2 3/4" x 63" 3 - Breakfast pact Resistan 7/16" AN/ AN 7/16" AN/AN 5/16" AN/AN Clear Clear Clear Full View Full View Full Vie XX CGl SEN160 CGI SEN160 PGT WG700 FD FD SH 1 1"x 23/4"x 6 Breakfast Impact Resistan PGT MU 0 1 33" x 79" 1 7" x 38 3/8" 7" x 38 3/ 14 - Laundry Room 5 - Laundry Room 6 - Kitchen Impact Resistant Impact Resistant 7/16" AN/AN 5/16" AN/AN pact Resistant 5/16" AN/AN Clear Clear Clear Full View Full View Full View CGI SEN160 PGT G700 PGT WG700 FD SH 1 118" x 92" 193" x 95 1/2" 75" x 95" 17 - Family Room 18 - Living Room 9 - Foyer / Patio Impact Resistant Impact Resistant mpact Resistant 7/16" HS/HS 7/16" HS/HS 9/16" HS/ HS Clear Clear Clear Full View Full View XX OXXO Full View 0 I 0 2 Panel / 2 Track / No Screen POT WG770 4 Panel / 2 Track / No Screen PGT WG770 PGT STFW3500 SLD SLD STFT 63" x 95" 1 6 1/2" x 73 1 C2"' 20 - Master Bedroom 2 - Master Bedroom Impact Resistant 7/16" AN/AN Clear Full View XX Impact Resistant 5/16" AN/AN „ , Clear Full View CGI SEN160 PGT WG700 FD SH U. 6 2" x 73 1/2" 22 - Master Bedroom Impact Resistant 5/16" AN/AN Clear Full View PGT G700 SH V 52" x 62" 53 1/8" x 26" 23 - Master Bathroom 24 - Master Bathroom Impact Resistant Impact Resistan 5/16" AN/AN 6" AN/AN Clear Clear Full Vievv Full View XO PGT mWG700 PGT WG710 SH HR White Frame 29 All sizes, locationsand NOA's are provided by `frit°n Window Distributors. Design presures are provided by enginner listed on plans. NOA 16-0629.21 16-0629,14 16-0218.03 16-0629.21 16-0629.21 16-0629.21 16-0629.21 16-0629.21 16-0714.06 16-0714,06 16-0714.06 16-0714.06 14- 01 .04 14-1015,04 16-0714.06 16-0218,03 14-1015,04 16-0714.06 16-0714,06 16-0629.06 16-0629,06 16-0505.04 14- 015.04 16-0714,06 16-0714.06 6-0714.06 16-0714.13 PROJECT DP 000 0 00 9 O 0 0 00 9 00 a a 00* o tl• l oo tl o 0 0 a 0 0 9 0 0 8 0 0 GOO Oa H00 0 Raimundez-Spellacy Architects, PA 7670 SW 132 Nue Florida 33183 305-496-2707 141 i2404)0-0-JAQ Signature Raquel Raimundez-Spellacy License No. AR-95049 TRIT WINDOW* DIDTRIDUTORS 8888 NW 24 Terrace Miami, Florida 33172 Phone: 305-559-9600 Fax: 305- 513-5793 Raquel Rainnuidez-Spellacy, AIA does not participate nor determine window pressures, window sizes, locations, selection of N.O.A.'s, the window installation, nor the installation's means and methods of construction SCHEDULEWINDOWINSTALLATION 0 ca cc O u. 801ALMERIAAVENUECORALGABLES, FL33134 DRAWN R. R.S. CHECKED R.R.S. DATE 5-10-17 PROJ. NO. 1711 T REVISIONS SHEET 7r 7 I' 7 11 1 - ; - -11 171 • r 117- 117— - 711-717711-771 1 11.- - 1- 77F—C 7-17 _ _ F , "rFIL F ,,=.777,1","7717 ,E11=1,!_s-2-.17=17 T-rr - I Irr""—r-v-"'"7 A-3 P i O 0, O A 0 0 a.) 4. 1 U %.) 00 P. 1 y U q f0.- mMAN h4JQHzw0Cw T 006 T — N4 . 17r n. m in) in- 0 p oQ w II. L MEDBONUS O 0J0UinlY00 000NM 0tiN0T0000 MEDBONUSO J0w :' JUw2CCu_ w ADMINAPPROVAL O a) O 5O d - N t 0U a> CD N OFin, g C a.) . Cti O O U Q O a yI y O or" o ` O ccso . F4 o N es S3aO0 galVDI7ddY ANY HLIA1 HON: N'[ i MOD NI ION NOILIQN00 210 32IfIlOC uis ANY 30 TdA02IddY 3LClLI1SN00 lON S30Q S. NV1c1 30 . 13S SIHI 30 " INA02IddY3GVIA1 3E1 ION TIIM NOIlo3dSNI NY 210 3IIS ONIa" QIIS NO TIHVIIYAY 3g ISM SNV1c1 30 AdOo SIHl sueid asap cuog slinsai io/ Jo SnICIOae so; i: upccsuodsai ou saumsse . Quo • suopuinoa1 pue saint el[ 0 puu , ClunoO ` awls Ieiapad nu uppn ammdcuoa of wants a3a- une 1: 13NMO OOO ONINOZ O ivan10na1S O s> 1aoM onend O 30Ina3S 0nend O NIBWn1d O 1VOINVH03W O idolaoislH O dVOIONVH O 3ald O VASA O W011= 110373 O AON3aanON00 O n . ' Aj9 owanlne, X alga IIolpas Adv Aidde saxoq pavew ay; Apo : a; oN Jo; ao} oadsul poadS O AHNOSVW 030HO3N13b Jo} Jo} oadsul leioedS O ONnld Jo} ao} oadsul lePeciS O 6ulnnoilo; ay; aoj peambaa ao; oadsul lepads ON ON S3A S3A LNHINI3A021dN11 TdI. I. NVISHCIS NOI. LDHILLSNOO NON a3Sodo2Id aH2IInUH2I . LOI2LLSIa 2IHH. LOHdSHID Z• s. w) zHAH I aNv- I vas mvarx O L Idonvla2I NI monvAH' IH JNI3001M a0013 2I0 NIOILVA373 2I0013. LSHA107 aHSOd02Id aNV HNOZ aoola do adILL 3H. T. aivoIamt ivaN3aIsau- NON 1VLLNHQISH2I HdA. L NOI. Lon2I. LSNIOo NOIS2IHA aaoo romcning avo7 INIVoln000 CONIFidn000 aNVasn. 1d 3W1300036$ SStf10 ad310 / S3Wd1= 3 311HM: H0100 ( 9) 88000 ( 8OSMOQNIM dO 1N30130d1d31: 1 : UNdposaa 141- led OLZ0- 1- 00- 81- 1: 17-£ 0 :# ° Hod 0 i i 3nde11: 131N1d 1. 08 Z1- 9Z- 50- L1.- 18 i i i i d sadyuas luaucdopAaa saicie9 imao3 jo SID o • o • • o • o• • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 0 0• o • • • • • 0 • •• • •• 0 • • o • • 0• • 0 0 • oo o o 0. 0 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 wvvw.miamidade.gov/economy PGT Industries; Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION Series "CA-740" Outswing Aluminum Casement Window - APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement 'Window Details - LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0519.13 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED NOA No. 16-0629.21'._ Expiration Date: April 11, 2018 Approval Date: August 11, 201.6- Page 1 o • o • o • 0 • o • 0 • o • •• • O 000 • •• 0 • • • • 0 0 o• • •• 0 o o • • • o PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED o•• 0 o o A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under NOA No.12-1218.09) 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. Submitted under NOA No.12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/ 16/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Submitted under previous NOA. No. 15-0519.13) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). 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TABLE 20: Item Dwg. # 1 Description: Material 1 7002 Main Frame Head, Sill & Jamb 6063- T6 Alum. 2 7071 Anchor Plate 6063- T6 Alum. 3 7003 Sash Top, Bottom & Side Rail 6063- T6 Alum. 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip . 187" x . 275" Flex PVC 70 10 7024 Maxim Multi - Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi - Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or SS 15 7028 Maxim Dyad Operator, WW<= 24" Steel 16 7027 Maxim Dual Arm Operator, WW> 24" Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Backing Plate Steel 19 7051 Operator Spacer Block Nylon 20 7032 Stud Bracket Steel 21 7033 Operator Track & Slider ( Dual Arm) Steel 22 7023 Egress Hinge ( Heavy Duty), Manuf. by Truth Steel 23 7050 Egress Hinge/ Washable ( HD), Manuf. by Truth Steel 24 Snubber, Anti - blowout Clip Steel 32 1713 Setting Block 5/ 32" x 3/ 16" x 1- 1/ 4" EPDM 33 1714 Setting Block 5/ 32" x 7/ 16" x 1- 1/ 4" EPDM 35 7036 Lami Bead B 6063 T6 Alum. 36 7042 Lami Bead C 6063 T6 Alum. 37 7059 Lami Bead D 6063- T6 Alum. 38 1224 Vinyl Bulb Wstp ( Thick) Flex PVC 70 39 1225 Vinyl Bulb Wstp ( Thin) Flex PVC 70 50 Dow 899Silicon Backbedding 60 7006 Screen Frame 3105- H14 Alum. 61 7040 Screen Corner Key Poly propol ene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Stainless Steel 70 134 Add - on Flange 6063 T6 Alum. 71 7004 Frame Assy Tube 606346 Alum. 80 8- 32 x 1/ 2" Ph. Pn. Mach. Scr TYPE B Stainless Steel 81 1157 8 x 1/ 2" Ph. Pn. SMS Stainless Steel 82 8x5/ 8" FI. Ph. SMS Stainless Steel 83 8 x 7/ 8" Fi. Ph. SMS Stainless Steel 84 8 x 1" Fl. Ph. TEK Stainless Steel 85 8x 1" Quad Pn SMS Stainless Steel 86 8 X 1- 1/ 2" Quad Pn SMS Stainless Steel 87 10x 1/ 2" Ph. Pn./ TEK Stainless Steel 89 10- 24x 9/ 16" Ph. Pn. TYPE F Stainless Steel 90 12 x 1" Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR AS REQUIRED PER 2 TABLE 3, SHEET 4 FRAME CORNERS SASH CORNERS INTERIOR Revised 8y: Dote: Revision 8: o 0•') 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P. O. BOX 1529 NOKOMIS, FL 34274 Revised By: Dote: Revision A: Description: BOM AND CORNER VIEW e •• r PRODUCT REVIED • • e as complying with the Florida • • Building Code Ve,_ A a Acceptance No • Expiration Date ", ifs WI • e By a • Drown e841 J ROSOWSKI Title: Date: CASEMENT WINDOW DETAILS - LM & SM 08/ 08/ 12 CERT. OF AUTH. # 29296 Series/ Model: Scale: Sheet: Drawing No. CA- 740 NTS 10 OF 11 MD- CA740- LM Rev: B 8nab{ IN1- 0t7LVO-(] W oN 6Upi4DJ4 1•. d014pegs SINepos O17L- VOyapowsauas 96Z6Z# ' Hln' 30 ' 12130 Z 1480/ 8010a INS' S 1111 - MOdNIM 1N3W3SVOa1P1 INSMO$ P: 1 r vgi UMOJQ C^® a er • •,, s•• Aa, BiQZ. * mu uoNeildx3 iZ'. b Z39 - 1121 ° N zoaaWao3v 03 fi piloii s • • • • ecpuol, } t : i: int Sts! 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IOPalew uonciposea Ind SSV10 ' 1NI 1V3S 3N00111S WON . 9149 b' 3a` d 111d 1N` dOOIS30 130` dd S 3J03 lX SSV19 ' 1X3 100 43MICM- 11021V1S 1` d3S 3N31A1n8 OSIA10d1XN ®2130VdS 13dnS SSV10 '1N1 WON . 961E 1A1n81130. 1-1. 0H SSV 10 ' 1X3 INVOOIS3a H11M WdOA3N00111Sivanlonals2:20ddS 0- 1113S` InQ SSV10 ' JNI SS` d10 ' 1X3 WHOd A 1NVOOIS34 WON . 9149 1N3W30210dNIal Wnwwn-roSS` d19 ' 1NI WON . b16 8 - buns Shc OSt7 30VdSlaO> 13N00111S SSV10 ' 1X3 1Nd0OIS30 KUM N31A1n80SIA10d wunlOnalS DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Roorn 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.govieconomy PGT Industries,_Inc. - 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami --Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SH--700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Ahura. Single Hung Window, Impact", sheets .1 through 11 of 11, dated 09/01/05, with revision F dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be doge in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0519.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED NOA No.16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 Page 1 O OO 0 0 P G T I n d u s t r i e s I n c N O T I C E O F A C C E P T A N C E E V I D E N C E S U B M I T T E D A D R A W I N G S 1 M a n u f a c t u r e r s d i e d r a w i n g s a n d s e c t i o n s S u b m i t t e d u n d e r N O A N o 0 5 1 0 1 8 0 1 a n d 0 7 0 3 2 2 0 6 2 D r a w i n g N o 4 0 4 0 2 0 t i t l e d A l u m S i n g l e H u n g W i n d o w I m p a c t s h e e t s 1 t h r o u g h 1 1 o f 1 1 d a t e d 0 9 0 1 0 5 w i t h r e v i s i o n F d a t e d 0 5 1 5 1 6 p r e p a r e d b y m a n u f a c t u r e r s i g n e d an d s e a l e d b y A n t h o n y L y n n M i l l e r P E B T E S T S 1 T e s t r e p o r t s o n 1 U n i f o r m S t a t i c A i r P r e s s u r e T e s t L o a d i n g p e r F B C T A S 2 0 2 9 4 2 L a r g e M i s s i l e I m p a c t T e s t p e r F B C T A S 2 0 1 9 4 3 C y c l i c W i n d P r e P G T I n d u s t r i e s I n c N O T I C E O F A C C E P T A NC E E V I D E N C E S U B M I T T E D B T E S T S C O N T I N U E D 4 T e s t r e p o r t s o n 1 L a r g e M i s s i l e I m p a c t T e s t p e r F B C T A S 2 0 1 9 4 2 C y c l i c W i n d P r e s s u r e L o ad i n g p e r F B C T A S 2 0 3 9 4 a l o n g w i t h m a r k e d u p d r a w i n g s a n d i n s t a l l a t i o n d i a g r a m o f a n a l u m i n u m s i n g l e h u n g w i n d o w w i t h f i n f r a m e p r e p a r e d b y F e n e s t r a t i o n T e s t i n g L a b o r a t o r y I n c T e s t R e p o r t N o F T L 4 6 4 5 d a t e d 0 8 1 1 0 5 s i g n e d a n d s e a l e d b y E d m u n d o L a r g a e s p ad a P E S u b m i t t e d u n d e r N O A N o 0 7 0 3 2 2 0 6 5 T e s t r e p o • a • • o o •• • •o• o the • o• e • o o • o • o o • o • • • o o oo• o ••• • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Submitted under previous NOA No.15-0519.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on O5/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. Submitted under previous NOA No.15-0519.08) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. Submitted under previous NOA No. 15-0519.08) 3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL-4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmund° Largaespada, P.E. Submitted under NOA No. 07 0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4649, FTL-4723. FTL-4947, FTL-4650, FTL- 4948 and FTL-4646, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmund() Largaespada, P.E. Submitted under NOA No. 05-1018.01) 5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.08, issued to PGT Industries for their Series SH-700" Aluminum Single Hung Window - L.M.I., approved on 07/09/15 and expiring on 03/26/21. 1 Manuel Pez, .E. i„J Product Control E T er NOA No.16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 E - 3 os 9 0 L 8 9 3 d l d 3 d 2 1 8 l l i W f N i l l y 1 1 1 f l 9 r i i m i l l 1 4 0 i0 f l f f t il in o a W p o a d a pe t u i v u x a i o Q u c l 1 U I 0 l x 9a N 0 3 1n o m o v o P o 7 a 1 P F E Ii l l e q l g l r m S i m A l c i t u 0 s uc i a s u 2 i o n c io N d j A r i a O Z 0 1 7 0 1 7 v a g a 1 a o o u s S 1 N X V 0 0 M S s e a e w s e t i e s d a n a B t i 1 4 s 7 n 1 9 V d 1 1 1 1 V I O O N I M O N n H 3 7 0 N 1 S 7 4 1 1 7 7 V 2 1 8 1 1 S 3 1 O N 7 V d 3 N 3 0 J n a l P L Z 4 l d S I W O N O N E 2 8 1 X O S O d S L Z P l d 3 0 1 N 3 A N 3 A R i 0 A 0 0 1 0 N H O 3 1 0 L 0 1 I O N a l s o r r s e a e p e u a 9 0 1 6 3 d I c e a r x e r a S U O r s u a a i p s m a e j e a d e m o s Z 1 3 3 H S O l M O M S M G M a u o q s y i e a 9 1 9 0 9 0 E w a L t 9 3 0 V U G H O N V 1 1 1 V 1 3 0 2 1 3 N 2 1 0 0 L S N O I S n 1 1 1 X 3 9 I S 1 l S l a V d 9 S N 0 1 1 0 3 9 7 I 1 1 0 H 9 S N O I I 0 3 S 1 2 3 3 A t i S N O I I V A 3 1 3 S 3 2 i n S S 3 2 l d N J I S 3 0 Z S l I V l 3 0 O N I Z V 1 0 4 S 3 I O N 1 V 1 1 9 N 3 0 1 3 3 H S d V W O N I M V I O V O N 0 3 M 0 1 1 V 3 U V 1 0 S d V O 0 3 a 3 d W 3 1 H I I M S N O I l d O O N I Z V 1 0 A l N O l d O E 3 A 0 9 V Z H A H 3 H l N I S N O I 1 V 1 1 V I S N l S S V 1 0 0 3 1 y 1 n S N l 8 0 d 0 4 Z H A H 3 N O Z 3 N V 0 1 1 I 2 1 n H A 1 1 0 0 1 3 A H J I H 3 H 1 O N I C I M O N I 3 0 0 0 J N I Q l l n B d 0 1 2 i 0 1 3 3 H 1 d 0 S 1 N 3 W 3 2 1 1 1 0 3 U 3 H 1 H 1 1 M A l a 0 0 O I 0 3 1 3 3 1 2 0 3 N O 1 S 3 0 N 3 3 0 S V H 1 0 n 0 0 1 1 d S I H I 6 4 0 L H S S V 0 1 C I B U N 3 3 3 2 1 0 S 1 d 0 0 L H S N 0 1 1 V N I S 3 0 1 3 0 0 W S 3 1 1 1 3 S 8 l V n N V W N O 1 S 3 0 W n N i w n l y N 0 1 1 0 f 1 U 1 S N 0 3 0 0 0 M 2 1 0 d S O N V d 2 J V I S N V 2 9 0 9 1 1 d O N y 9 9 6 1 7 1 1 d L 9 6 1 7 1 1 d 2 Z L 1 7 1 1 A 4 9 9 1 7 1 1 d 0 9 9 b 1 1 d 6 b 9 t 7 1 1 d 2 1 7 9 b 1 1 d L b 9 1 7 1 1 d 0 9 b 1 1 d 4 9 1 7 9 1 7 1 1 d 8 1 2 i 0 d 3 U 1 S 3 1 9 3 0 N 3 2 1 3 d a a L 1 3 D o oeos e oDoes O eo • 0 00 O 0 0 000 0 0 • • • o 90199 #' 3' d ld 3' d ' a311111 NNAI ' V jai9 _ I • rr 1 ltb i slid 1.. 1 .., C• ` rico mpoid apu tutegNrca alr. 0 geldxa 430 •.' 7 j _ Q - O, / air[ aan4dowy 0P03 HulP1? nEl 1 13 i glint iitOidasoo sr C13S1A321. 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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5;h Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. Submitted under previous NOA No. 15-0519.09) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. Submitted under previous NOA No. 15-0519.09) 3. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. Submitted under NOA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. Submitted under NOA No. 06-0405.06) 5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.09, issued to PGrT Industries for their Series HR-710" Aluminum Horizontal Rolling Window - L.M.I., approved on 07/09/15 and expiring on 12/21/21. Manuel Pere Product Control Exa i r NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 E - 3 GI t S O L O S 3 d 3 d 2 1 3 1 1 I N N NA TV t i O 0 1 Z e l k av W a6 l P l w a y s S 1 N W E s O G L 2 1h 7 a P e iV E 1 1 S w a g k m s i n 1 0 V d 14 1 1 N IO G N 1 M H 37 70 M 1 W i N O Z W O H 7 1 1 M V A 9 1 1 S 3 1 O N7V 2 1 3 N 3 9 a m d pa L r e V L Z Vld S I W O N O N 6 Z 9 6 X 0 9 O d S L Z V i d 3 0 1 N 3 A N 3 A I a a A 0 0 1 0 N H 0 3 1 O L O I 9 0 E V E r e a T T J S a A m p a 4 o 9 0 9 Z l d m i c a 3 1 d a H I m m o s u w a N B a M a A s p e m a s u o t a a e r o g a m m a Z 1 3 3 1 4 S 0 1 S 2 1 M W S a 3 O a N 0 S U O I S M a 9 6 9 0 9 0 E w a 2 1 r H P h e a 5 S i a n g o i c i a o n 0 r a e l l n 1 t i 0 a m u o g r a l g o t 4 a a n n t i a o a y V O 3 S W I M S a p p o i d g q y q u a e u s R d c u o a s r Q 9 S U S 1 J 1 1 4 1 0 l d 9 3 J V 2 1 0 H O N V 1 1 V 1 3 a 2 1 3 N 2 1 0 0 S N O I S 1 1 2 1 1 X 3 1 9 1 1 S 1 2 1 V d 9 S N 0 1 1 0 3 S 7 1 1 1 0 H 9 S N 0 1 1 0 3 9 1 2 1 3 A V S N O I I V A 3 1 3 S 3 2 1 n S S 3 2 1 d N O 1 S 3 a S l I V 1 3 a O N I Z V 1 0 l S 3 1 0 N 1 V 1 1 3 N 3 9 Z 1 3 3 H S d d W S N I M V I G V O N O N I b 0 1 2 1 3 1 A 1 V 1 1 3 A V 1 1 1 3 1 N 1 8 A d 3 1 1 0 V 1 n 8 0 6 0 9 A d 0 3 O N V H O N n N I V W 3 2 1 A 1 1 1 N V n 0 1 1 0 H O N V I N V d a 3 H l H 1 0 8 d V 0 S S V 1 0 9 1 a 3 2 1 3 d W 3 1 V 3 A V H 1 1 V H S 1 0 S 3 d A l S S V 1 0 I d 0 3 A 0 8 V Z H A H 3 H 1 N I N O I I V 1 1 V I S N 1 2 1 0 d 6 Z H A H 3 N O Z 3 N V 0 1 1 1 2 1 n H A 1 1 0 0 1 3 A H J I H 3 H 1 O N I a n 1 0 N 1 3 0 0 0 o w n o f s 0 0 0 0 9 0 L 9 9 3 d J W a i t t d P Z l i n g W I E N 4 7 4 3 2 g t 1 MA 9 0 C I m o 8 Z V 3 d NT r I I W p w V A v P M W M 6 L Z 6 E l d S I W O N O N H M V X 0 9 O d i 1 0 V a l l M O O N I M 2 1 3 7 7 0 2 1 7 d 1 N O Z 1 H O H t S 1 1 4 8 Z 5 1 S L Z 6 l d 3 0 H 3 A N J D 0 M 1 O z m e d f a r r r z l i F i c c S 7 1 V i 3 G O N I Z V 7 J 3N N O A 9O 1 O N H 0 3 1 0 L O L S 2 1 3 0 b d S 0 3 Q O t 0 s c s o s o a r i q t 1 1 1 S a 3 0 t d S b 3 0 d d S W 1 1 X N 0 3 0 t d S S h c 0 8 1 7 9 L 0 I 7 i c o1 1 3 0 a 3 1 X 9 L 1 d 3 S 1 M n a 2 i 3 d f 1 S 9 L 3 0 d d S I C I O N S SV 1 0 1 N I S S 1 9 1 N I S S V 1 9 1 N I S S t 1 0 1 N 1 o ap a i t t a p n m w m e S S Y 1 0 1 X 3 S S V 1 O 1 X 3 S S V 1 0 1 X 3 S S V 1 J 1 X 3 1 33 1 S S S 3 1 N 1 V 1 S 1 W t 1 O d S 3 a i N t O O I S 3 a 1 NV O O I S 3 a H 11 M j A E I u o p m l a 3 W 2 1 O d l l O a I l u n B l A l f 1 9 H 1 1 M N O N N 3 1 A i n 8 O S I A l O d 1 r 1 7 0 9 1 0 m o n a r d e e e e c e Z 5 0 L 9 5 3 d 3 d 8 37 1 I 1 N N N A 1 d 1 0 3 P u p f l i c t 3 c u m p i A f t a te 4 14 o q t e t 4 a a n s t d c o a y a P 0 3 S u i f T n 8 e p p o i a am p m E a A gd u o a s R Q 3 s i n 3 1 3 0 n a O N a O l 1 Z l t r q Q r y o Q l b P 4 4 8 S I N I 8 O I L M H a a a n w e a l O b d W l M O Q N I M H 3 7 7 0 d 7 1 1 N 0 0 1 0 H R O W S M I 1 S S M I d N O I S a i 4 L Z V E l d S I W O N O N E S L X 0 8 O d 5 L Z V E l d 3 0 1 N 3 A N 3 O 1 0 J 0 0 1 0 N H 0 3 1 O L O L 9 0 C r i e p a T T a e P e P a Y J 9 0 1 9 Z Z 5 1 V w o w s 0 1 N 1 X I V 4 8 P L U M a s P u g s M i r a l i m o s S H A M 0 6 0 S H A V E I W H I A l L 3 0 V c I S n t I n 9 6 N I W t n 9 6 E 2 1 0 2 4 0 1 I W t l n 9 1 1 1 S H A V E 0 6 0 d n 9 1 V I V I 3 0 d d S n t i 1 2 1 0 n 9 1 C N N V A 1 9 4 0 1 i W t I A M 5 1 t A I A 0 6 0 i t A V E 1 1 1 0 1 A W L 3 0 d d S 2 1 0 A V E N I W V A I I E 2 1 0 i i 8 1 7 0 I I W d l n 96 E 1r S H n 8 6 0 6 0 S H n 8 1 I W 1 f 1 n 9 1 9 3 0 d d S 8 E2 1 0 A l 9 N I W t n 9 6 2 4 0 1 1 W b I 1 S H n 8 V 0 6 0 V 9 L W W 1 A W g 3 0 b d S 8 1 d n 8 N O A 1 4 9 N I W V A 1 9 l 01 11 1 Y 1 n 9 1 1 H d n 8 6 0 6 0 A 1 W t I n 9 6 M 1 3 0 t d S 2 1 1 d n 8 2 1 0 A l 9 N I W A l E 2 1 0 9 6 0 1 I W t I A l 1 J S H n 9 6 0 6 0 S H n 9 1 I W b 1 W I d S H 9 6 1 0 6 0 V I W d l A U L 3 d A l l 0 6 0 V 9 1 I N V 1 A V a S H n 8 6 0 6 0 S H n 8 6 I W H I A V G 0 S H A 6 0 6 0 d A f t I W b I n 9 1 9 8 V 8 6 0 6 0 V 9 6 I W H I n 9 1 9 d O E 9 7 1 d N V O X 8 X O 6 5 8 V 1 l d X 0 X 9 9 8 1 7 1 1 d T h 0 d 3 2 1 1 3 3 1 S 3 d A 1 S S t l I J 0 5 L 0 9 L 1 r I ds 3 Q0 t i l O l d o 9 9 9 6 8 9 1 8 9 0 9 1 0 S L O W 0 e 9 0 L 9 S 3 d 3 d 9 3 1 1 I 1N 1 N N A 1 Vt i f I d 3a ri P o d a F a Q 0 1fa l e a O N a a a e i d m a l P Q 3 2c i P i ff 1 9 G a S l A 3 2 T 1 0 1 1 0 0N d O e g o 0 6 Z a k l t P v o w s i 3 S I N a p o s m a n e w s 0 1 2 H H 1 0 d d N I M O O N I M d 3 7 7 0 N Wi N O Z I H O H 7 1 n 7 V e a u S N O L L V A 3 7 3 c a a l a S k 1 9 n i l P L U S l 3 SI WONO N6Z 9 E X 0 9Od 9 L Z b E l d 30 1N3 AN 3 A Ia0 A9 0 1 0 N H 0 3 1 0 L 0 E 9 0 E V E o v a T T a s m a t o 9 0 1 9 E 2 m o o e t a u w F a S e t a 8 e r a em s A 9 p a w n 3 0 0 44 4 1 I o 8 4 O N SOL8S i1' 3' d 3' d 1: 1311IW NNAI' d 0nea 06- LEI k 11N etVAssig m 946049 JIBHMan 01ZUHsopoivimpse 4‘ 127aS q4? 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E V I D E N C E S U B M I T T E D A D R A W I N G S 1 M a n u f a c t u r e r s d i e d r a w i n g s a n d s e c t i o n s S u b m i t t e d u n d e r N O A N o 0 3 1 1 0 5 0 1 2 D r a w i n g N o M D 7 2 0 8 2 0 1 t i t l e d F i x e d W i n d o w I n s t a l l a t i o n G u i d e l i n e s s h e e t s 1 t h r o u g h 1 1 o f 1 1 d a t e d 0 4 1 2 1 3 w i t h r e v i s i o n B d a t e d 0 5 0 5 1 6 p r e p a r e d b y m a n u f a c t u r e r s i g n e d a n d s e a l e d b y A n t h o n y L y n n M i l l e r P E B T E S T S 1 T e s t r e p o r t s o n 1 U n i f o r m S t a t i c A i r P r e s s u r e T e s t L o a d i n g p e r F B C T A S 2 0 2 9 4 2 L a r g e M i s s i l e I m p a c t T e s t p e r F B C T A S 2 0 1 9 4 3 C y c l i c W i n d P r e s s u r e L o a d i n g p e r F B a P G T I n d u s t r i e s I n c N O T I C E O F A C C E P T A N C E E V I D E N C E S U B M I T T E D C C A L C U L A T I O N S 1 A n c h o r v e r i f i c a t i o n c a l c u l a t i o n s a n d s t r u c t u r a l a n a l y s i s c o m p l y i n g w i t h F B C 5 6 E d i t i o n 2 0 1 4 d a t e d 0 5 2 0 1 5 p r e p a r e d b y m a n u f a c t u r e r s i g n e d a n d s e a l e d b y A n t h o n y L y n n M i l l e r P E S u b m i t t e d u n d e r p r e v i o u s N O A PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS I. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Submitted under previous NOA No.15-0528.26) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Submitted under previous NOA No. 15-0528.26) 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. Submitted under previous NOA No.13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. Submitted under NOA No. 03-1105.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.26, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window --- L.M.I." approved on 07/09/15 and expiring on 02/19/19. Manuel ' e ' .E. Product Contr 1 Exa finer NOA No. s 629.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E - 3 SOL99 #' 3' d 3' d' 21311I1A1 NNAI' V ciiiiiiiir/ 40 i .. c, ,, 61. / 6; Y•. 0" i 00 _. vi S \ 91 p a r)• _ w o, 90,; 2ON a are A . .. ee ,•'•' 1Y. o,//` N N. A. i',`%. \`\ e 0 SeriesDesc. Title o 0 10 G G 0NI 0 Om ZZOmcnmM1OZSIi R. a m. I 0rn O Irn r O ZOCvmE.:mZ 0Iv t o 11 cl4 Scalez 441Sheet O Z -0 Z - 3 00 0 r OW zH o x mn t .. 1_ 23 TI 2 Z o r0. r0 N.) O Pcji X m DWG No. K 000IVaDrawn8yg O0wDote11' w Rev. CO70 CDS. 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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. QUANEX I.G. Super Spacer by Edgetech I.G., Inc. exterior flexible, organic foam spacer complying with ASTM C518 passed, ASTM F1249 passed, ASTM D3985 passed, ASTM D395B 22 HRS 185°F and ASTM E2190 passed. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL-7137, dated 12/10/12 and FTL-7208, dated 01/04/13, issued by Fenestration Testing Laboratory, Inc., both signed and sealed by Marlin D. Brinson, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0612.08, issued to PGT Industries, Inc. for their Series SS-3500" Aluminum Storefront System - L.M.I. approved on 07/30/15 and expiring on 01/17/18. Manuel Pe'.E. Product Control ner NOA No. 16-0505.04 Expiration Date: January 17, 2018 Approval Date: June 02, 2016 E-2 nad 1A11- Z- 005E- 4W ON 61. 1i4• 10Ja 91. 3O I. 4. 4s SINaloes 005E- SSapoyy sauas 96Z6Z# ' Hind d0 '. 1A30 91/ MM010a 1/ 111- S- 11V130 1A131SAS MOONIM . 1. NMId321018alJ! 1 INSNIOSr f 4 A: Iva S310N TAIAN30uonduasao 4LZ4£ 13 ' SIWONON 6ZS l X09 ' 0- d SLZ4£ 3. i 301N3n ' N 3Na0 Jl0010NH031 OLOI VitP0141 aVaa ILMINII ss .% x3 01l warAda33N ap00 SuIPII 1 apmaja 19!•• 8m gdw0o su Q1S1IA32), I. Jf) QO' dd uoisrnad aaoa Xs pas oN u • uo! srnaa a) oa Xe pas! nad 91. 91. 9t9L41. 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MULLION EXTERIOR V r 1. 993" 094" 094" 5. 000" 4. 1 . 969" 094" OFRAME HEAD, SILL & JAMB 4. 192" 1 J OFLAT 342" SNAP COVER 1. 653" f_ OANCHOR CHANNEL TABLE 10- 1. 000" 2. 750" 094" 4. 192" 125" GLAZING ADAPTER 2. 908" -- 01Ti hi— 2. 185" is j 062" BEADING A L T 1. 121" r 094" 062" BEADING B 094" OBENDABLE FRAME HEAD & JAMB Part Drawing Description Material 1 19501 Frame Head, Jam & Sill 6063- T6 Alum. 2 19502 Glazing Adapter 6063- T6 Alum. 3 19505 Flat Snap Corer 6063- T6 Alum. 4 19509 Aluminum Reinforcement 6063- T6 Alum. 5 19503 Beading A 6063- T6 Alum. 6 19504 Beading B 6063- T6 Alum. 7 19573 Bendable Beading 6063- T6 Alum. 8 19571 Anchor Channel 6063- T6 Alum. 9 19572 Bendable Frame Head and Jam 6063- T6 Alum. 10 19532 Steel Reinforcement A36 Steel 30 1652 Setting Block 3/ 16" x 7/ 16" x 4", Duro = 85 +/- 5 EPDM 31 1704 IG Setting Block 3/ 16" x 1- 3/ 32" x 4", Duro = 85 +/- 5 EPDM 36 Kemerling KodlSpace 4SG TPS Spacer System See Sheet 15 for iaMaterials 37 Quarter Super Spacer nXT with Hot Melt Butyl 38 Quanex Duraseal 39 Cardinal XL Edge Spacer 40 13144 Glazing Gasket, Beading, Duro. = 65 +/- 5 EPDM 41 61823 Glazing Gasket, Glazing Leg, Duro. = 80 +/- 5 Santoprene 42 Silicone Backbedding: Dow 791, 995, GE7700 50 712X112 12 x 1- 1/ 2" Hex Washer Screw, Assembly Stainless Steel 51 76B58 6 X 1- 5/ 8" Bugle Head Ph. Screw, for Cured Beading Stainless Steel NOTES: 1. PARTS 11- 29, 32- 35, & 43- 49 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 2. SEE SHEET 11 FOR PARTS 4 & 10. 121 ° 1. 462" F. 062" —— 0BENDABLE7 BEADING T 1. 000" I I 1. 750" PRODUCT REVISED es complying with the Florida 9oilding Code cteptencc No i WO- 05 © s. 0$" a_ drat' Data ' Lots y 11r., Dade Product Central Ill 0 O N m A O - 1 N Z to U- M • XCf) HZ O W In O ti> p0 oZ aZ 941)-480-1600 JROSOWSK1 nab t6 umoJO O CO N M O aloo MD-3500-2-LMoNDMOcoLL0aaa4Si— Z GIRDS OO tf M r alNl oSam aormS MIAM4= COUNTYCOUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors, Inc. 10100 N. W. 25th Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:,,S.eries "160 Sentinel" Aluminum Outswing glazed Doors w/wo Sidelites - LMI APPROVAL DOCUMENT: Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, Signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheets 1 & 2 , single sidelite in sheet 3 and door mullion in sheet A. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheet 5 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number- preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises ## 13-0226.06 consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishan I. Chanda, P.E. M1AM1•DADE COUNTY APPROVED MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208' Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy NOA No. 14-1015.04. Expiration Date: August 08, 2018 Approval Date: August 13, 2015, Page 1 o e o o o o o o o o o o o o o o o o o o o C G I W i n d o w s D o o r s I n c N O T I C E O F A C C E P T A N C E E V I D E N C E S U B M I T T E D A D R A W I N G S 1 M a n u f a c t u r e r s d i e d r a w i n g s a n d s e c t i o n s s u b m i t t e d u n d e r f i l e s b e l o w 2 D r a w i n g N o W 1 3 0 1 R e v D t i t l e d S e r i e s 1 6 0 S e n t i n e l O u t s w i n g D o o r s s h e e t s 1 t h r u o f 1 1 o f 1 1 i n c l u s i v e s h e e t 9 1 p r e p a r e d b y A l F a r o o q C o r p o r a t i o n d a t e d 0 1 0 3 1 3 a n d l a s t r e v i s e d o n A U G 0 5 2 0 1 5 s i g n e d a n d s e a l e d b y J a v a d A h m a d P E B T E S T S s u b m i t t e d u n d e r f i l e 1 3 0 2 2 6 0 6 1 T e s t r e p o r t s o n 1 A i r I n f i l t r a t i o n T e s t p e r F B C T A S 2 0 2 9 4 2 U n i f o r m S t a t i c A i r P r e s s u r e T e s t L o a d i n g p e r F B C T A S 2 0 2 9 4 3 W a t e r R e s i s t a n c e T e s t p e r F B C T A S 2 0 2 9 4 5 0 0 P S F s i l l S I o n l y 4 L a r g e M i s s i l e I m p a c t T e s t p e r F B C T A S 2 0 1 9 4 5 C y c l i e e 000 O 0 eeee 0 e e e e e e e e L l Jo I, } aays 10-- 21A OU 6UIMDJO c c eec 0O0N o gao e n0IWw c i o a' 0 o 0 Nocpg sn Q0cooto- Q11NA07 83 C mO7v y00 ow o r Z Z 101 v w W• O r.> r. o N SCn OAn Z6S9—£6SWOl<VJ 100l0—£ lM\11•1b'—d1100 2 » 8 Z I Nod x 1 R3 O . o wtgpAgoZi o r0O 2 3 Fr0 Oho Z SIoz9£ S£ ' Y3 Z6sOL # 3d Yld lW3 OVriHV Win : Z113 0381n038 10N 38V S83ll11HS 10Vd111 31ISSIIN 11VINS ONV 308V1 80d 031V21 Sad S311130IS/ S8000 t Z/( SZ - H101M 3VA/ 8M = ( S8000 XX) H1aIM ' 070 SLC£ l - H101M 311V83 = ( S8000 X) HlOIM ' 0' 1' a 4L8' Z . - 1H013H 3I1V83 = 11- 1013H ' 070 3000 ' 0018 V018013 1N3218110 30 SIN311381n038 3H1 13311 IIVHS S1VI831VW NV1111ISSIO 83Hi0 HUM 13V1N00 01NI MOD iVHi ' SM380S 1V13ri/ 1331S Ol 03111111 10N ma 0N10010N1 S1VI831V1N A1N0 000M 01NI SHOHONV AO NOIS30 NI 03Sn SI 3SV380N1 Noavm0 am V IVAOaddV SIH1 30 121Vd 10N 38V SlIV130 3S3H1 NI NMOHS 10N SNOI110N00 ONIOVOI a0 ONIaOHONV OOOniS a0 ONISS380 IIVM ON0A38 38 11VHS 1V1831VIN 3SV8 Ol 1N3Y1038113 SaOHONV ' SlIV130 NO NMOHS SV 030VdS ' 031SI1 SV 38 11VHS SaOHONV 38{ 110na1S 3H1 01 SOV01 833SNV81 01 A183d08d 0380HONV 38 ism ' S83H10 A8 sAoria OOOM A8Z 80 AEU ZHAH) 3NOZ 3NV01212B1H A110013A HOIH 9NIOnlONI 3000 014101108 V018013 1N3aan0 3H1 30 S1N3113810038 3H1 HAM Ald1100 Ol 031S31 ONV 031‘ 101S30 N338 SVH ionaOad SIH1 1W31SAS 3811N3 01 AlddV 111M SIaVHO A1I0VdV0 NOIIInW 80 3111301S ' 8000 NOW 3nIVA 1S3M01 3E11 AliOVdVO NOIIInW 2100a Ol 3111301S a03 i• 133HS 33S S31113VdV0 OVOI 13NVd ANVNOLIVIS 31ONIS 803 £ 133HS 33S S31110VdVO OVOI NOIS30 S8000 3181100 80 31ONIS 803 l 133HS 33S 800a 30 S301S H108 2i0 3N0 NO 38 NVO S3111 301S S311130IS 1nOH11M a0 HlIM Sa000 3V31 ( XX) 318n0a ONV ( X) 310NIS 01 S311ddV lVAOaddV saurian / Ai 2IOOa oNIbisIno wfINInf1' IV 09T iaNImas samaS 14 I 1 Ot. 1+ ry NarAi= 0 7i, aS1D1" i) li 11Pisg21 R1Iaslit16. 0s00 0381A311. 13tw06/ L L Z/ 1. 9 9 9 • 9/£ V V t+/ l 0, 8, V, VMS Sdxs, HOHONV J, avilo r[, LIZNVlIb SONS SILLS IV SHOHONV aVaH SW10 010 8000 61Z- 030- 50V00 1N3N131V1S A2: 101V21V1030 NOISSIMOD ON10lIne V0121013 ONV S1Sn9 ' 03S c) 60- 00e l3 W1SV NO 03SV8 32iV 133HS S1Hl NO S31110VdV0 SSVIJ310N ONINHVM 3NV0IaanH 30 S00183d liana 11IS ONV OV3H 01 039VON3 3e ism SN001 ONV S11013 HSnIJ310N 0381n038 383HM SN011V11YVIl SS3803 HiIM 3ONVIldN100 MI83A310N 09 08 96 8£ ZL YIN' ix3 1H013H3MIJ 11101M3b31 1- 1101143WVad T ITI- MSNI sD ' N1VT S1110 8000 ooc) aunoa 3Sd - .[ J, IOVdVO aVOT SHOOa 03sn 38 AYH SNIlNf1W 3S1V. 1 0311ddV 30VaanSw SIN Ai11NV110 803 INVHO 33S NOI1VA313 1V01dA1 SONS 3111S 1V e, 3duSNOMNIV it 0d0 l' 0 09 08 96 S£ 4/ l- L£ 1111 1X3 1H0131- 1 3WVHJ HUMJV31 1- 11011% 3INV83 liV1- 1f1SNI 10 ' TM SWIG 8000 X) % moil MONIS 3Sd - LLIOVdVO aVOT SHOOa SNOLLdO U00( 1 3 OVNI IIIC II C 3AIlOV r 6 133HS 33S SNOIidO > 1001 IIIII`` x/- 311. i1 f=== N:; it II1IIII \ ry ro o 03uD= c> 13 X T.,\''"' 1 O 4 u HAIM 3INVHJ 8000 Sa3Nao0111S/ OV3H o— a ' XVW . 9 ZL SON3 3111S 1V e, 3duSa0HONV Z tpm SONS 3111S 1V 0, a0 , e, . 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GLASS INTERLAYERS — 075" Saflex CP With PET Core By ' Eastman Chemical Co: 090" Soflex Clear And Color Glass By ' Eastman Chemical Co.' 090" Kuroroy SentryGlas By ' Kuroroy Americo, Inc.' 090" Kuraray Butacite PVB By ' Kuraray America, Inc.' 3/ 16" ANN. GLASS SILICONE DOW CORNING 995 DOW CORNING 899 GE- 1200 AT 1/ 4 POINTS 7/ 16" LAM. GLASS m 3/ 16" HEAT STREN' D GLASS rr \ 0 8 INTERLAYERS — 075" Saflex CP With PET Core By ' Eastman Chemical Co.' 090" Soflex Clear And Color Glass By ' Eastman Chemical Co.' 090" Kuraray SentryGlas By ' Kuraray Americo, Inc.' 090" Kuraray Butacite PVB By ' Kuraray Americo, Inc: 3/ 16" HEAT STREN' D GLASS SILICONE DOW CORNING 995 DOW CORNING 899 GE- 1200 AT 1/ 4 POINTS 7/ 16" LAM. GLASS GLAZING OPTIONS 3/ 16" TEMPERED GLASS 3/ 8" AIR SPACE 3/ 16" ANNEALED GLASS INTERLAYERS— 075" Saflex CP With PET Core By ' Eastman Chemical Co.' 090" Soflex Clear And Color Gloss By ' Eastman Chemical Co.' 090" Kuroroy SentryGlos By ' Kuroroy America, Inc.' 090" Kuraray Butacite PVB By ' Kuraray America, Inc.' 3/ 16" HEAT STREN' D GLASS SIUCONE DOW CORNING 995 DOW CORNING 899 GE- 1200 XL EDGE SPACER SE STEEL BY ' CARDINAL' OR DURASEAL BY ' QUANEX' OR SUPER SPACER BY ' QUANEX' AT 1/ 4 POINTS 1" OVERALL INSUL. LAM. GLASS Engri JAVAD AMMO FLA. PC # 70592 C. A. 3538 5 2015 a O a cQ u. O t C co taaY( 1 0 0- ag S O 0, rz, a cit O g ri! I O c4 J O t RODUC r REVISED vs comptylsg with Ili* Podia bailing Code Atteptaate No A- 406, 0 4 liapifrael.. Date tS DO* MOM Costal v o: 0 d W t t to C O 5 v v c 0 47, a L U M v v O f a 0a P T O In 7, Poi 0 O o L^ O N Int N c& O O C am Ue O date: 01-03-13 1 3 u drawing no. 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The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90° & 135° corners -- L.M.L' APPROVAL DOCITIVIENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/ 05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERIVIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-1013.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. O • • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.m iamidad e.gov/economy NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016' Page 1 P G T I n d u s t r i e s I n c N O T I C E O F A C C E P T A N C E E V I D E N C E S U B M I T T E D A D R A W I N G S I M a n u f a c t u r e r s d i e d r a w i n g s a n d s e c t i o n s S u b m i t t e d u n d e r N O A N o 1 4 0 1 2 3 1 0 2 D r a w i n g N o P G T 0 1 3 0 t i t l e d S e r i e s 7 7 0 A l u m S G D L M I m p a c t s h e e t s 1 t h r o u g h 2 2 o f 2 2 d a t e d 1 0 1 0 1 4 w i t h r e v i s i o n B d a t e d 0 5 0 5 1 6 p r e p a r e d b y m a n u f a c t u r e r s i g n e d a n d s e a l e d b y A n t h o n y L y n n M i l l e r P E B T E S T S 1 R e f e r e n c e T e s t r e p o r t o n 1 U n i f o r m S t a t i c A i r P r e s s u r e T e s t p e r F B C T A S 2 0 2 9 4 2 L a r g e M i s s i l e I m p a c t T e s t p e r F B C T A S 2 0 1 9 4 3 C y c l i c W i n d P r e s s u r e L o a d i n g p e r F B C T A S 0 0 O 0 O 0 0 0 O O 0 0 0 0 0 0 P G T I n d u s t r i e s I n c N O T I C E O F A C C E P T A N C E E V I D E N C E S U B M I T T E D A T E S T S C O N T I N U E D 4 T e s t r e p o r t s o n 1 A i r I n f i l t r a t i o n T e s t p e r F B C T A S 2 0 2 9 4 2 U n i f o r m S t a t i c A i r P r e s s u r e T e s t L o a d i n g p e r F B C T A S 2 0 2 9 4 3 W a t e r R e s i s t a n c e T e s t p e r F B C T A S 2 0 2 9 4 4 L a r g e M i s s i l e I m p a c t T e s t p e r F B C T A S 2 0 1 9 4 5 C y c l i c W i n d P r e s s u r e L o a d i n g p e r F B C T A S 2 0 3 9 4 6 F o r c e d E n t r y T e s t p e r F B C 2 4 1 1 3 2 1 a n d T A S 2 0 2 9 4 a l o n g w i t h m a r k e d u p d r a w i n g s a n dinst a l l at i o n d i a g r a m o f o s o oo o P G T I n d u s t r i e s I n c N O T I C E O F A C C E P T A N C E E V I D E N C E S C J B M I T T E D F T E S T S C O N T M E D 3 S t a t e m e n t l e t t e r o f c o n f o r m a n c e c o m p l y i n g w i t h F B C 5 t h E d i t i o n 2 0 1 4 d a t e d O c t o b e r 8 2 0 1 5 i s s u e o a O 1W e l W A g O Z O Z L 4 Z O a 3 e 0 u o n w i dx 3 5 0 G B 4 d 1 1 I N AM p i c a m c ll d 0 7 J d 0 31y 1 S 1 9 9 O L 1 9 O N i f S N 3 0 a i 1 0 i l l N I 1 1 1 tl tr i e 1 1 9 M e N o E 10 1 e d T INC 4 0 1 1 0 S I N 0 c 0 0 s w o o t i r s o o n 1 0 V 6 4 1 1 W 7 G O S H M V O a S 3 M 1 3 S t 1 d b Y U G N V S 3 1 0 N 7 V d 3 N 3 0 9 8 Z 8 4 0 t 7 4 L 1 1 N d 0 1 2 1 3 3 0 0 9 1 o a 6 a p s 9 G Z 6 8 7 d 3 0 1 N 3 A 1 4 3 A M I O A 9 0 7 0 N 1 4 0 3 1 O M 0 g a F a y b l 0 l 0 6 a iz a a r u m a t a B o a Y e p w a S 1 3 9 1 4 9 0 1 S M 3 0 M S G R O C T V B o a a w o 9 c 0 z 5 a 5 0 l e e w a y a r 4 E r p s m z i l o a u o 0 a n p o i d 9 0 6 Z 9 0 9 L o N r r o N a p o o 6 u l m i n 9 e p p o l d a y g u m 6 u l A l d w o 3 s e a 3 S 1 A 3 2 1 i o n a 0 2 1 d O N 1 V O R I 3 1 1 1 V A V I I M 1 1 A S e S V 1 0 A 2 1 1 N 3 S 0 6 0 O S O N I V O l i 3 W V A V 2 d V 2 I n X A 8 8 A d 0 3 1 1 O V 1 n 8 0 6 0 9 A d C l a l 3 d W 3 1 l a 3 N 3 H 1 O N M 2 1 1 S I V 3 H S H 0 3 1 V 3 N N V N N V S 3 1 0 N O N I Z V I O 0 4 0 Z Z S L 0 0 0 4 S I S I V 0 4 0 Z 1 W O y l y n N yi n i N O I S 3 0 W n N l W n l y N O L L O M 1 L S N 0 0 0 0 0 M 2 1 0 d Z 4 0 Z S O N d d 9 d d I S N d i e 6 0 0 0 E 4 3 W 1 S y N O I 1 I 0 3 H I S 1 0 8 d 3 0 0 0 m a i n s y 0 1 2 1 0 1 d b L O Z 0 3 S n S O N V O N V I S 3 O N y 1 S I S 3 2 1 1 0 V d W l 3 l I S S I W 1 1 V W S S 3 0 2 1 V 1 2 1 0 d 0 3 I V U 9 V L 9 S 1 3 3 H S N O E 9 Z 4 S 3 1 9 y 1 3 3 S O N I l y 2 1 0 1 8 1 1 1 O N I l V 2 B W I S S M i c l N O I S 3 a Z Z L Z S N O I S n 2 i x B O Z 1 9 1 1 S i N V d 6 L 8 L S N O I l O 3 S S S O N O L L S 3 d A l 1 1 1 S 1 3 N V d 9 1 9 4 S N 0 1 1 V A 3 1 3 t i L Z L S l I V l 3 a 1 1 V I S N 1 8 9 S 3 2 n S S M 2 d d N J I S 3 a b 1 9 3 0 V 2 d O H O N V 9 7 S l I V 1 3 0 O N I Z V l e E Z S O I A N 0 0 3 1 d W V X 3 L S S l O N 1 V 2 1 3 N 3 0 S 1 N 3 1 1 3 2 d 1 f l O A N 1 0 0 H d 0 1 J 1 0 3 d S 1 1 V S 3 L O N 2 d 0 H O N V 2 d 0 d 1 7 L 1 3 3 H S 0 1 2 1 3 d 3 Z 1 3 O N V 1 S I a 3 0 a 3 N I I I V E 6 9 Z S 3 2 1 1 f l O a l N O 1 1 V 1 1 V 1 S N l 1 0 0 H d N O l 1 O l a s l m n r O N I A V H k i n A o H 1 n V 3 H 1 A S0 3M 3 1A M 2 1 3 8 0 1 C I N V 3 0 0 0 O N l a l l n 8 V a 1 2 1 0 1 d 1 N a m n 0 2 1 3 d S 1 N 3 W 3 2 1 1 1 1 0 1 S S 3 N 1 0 I H 1 a N V H I O N 3 2 i l S N I W 1 3 3 W 0 1 3 I V a w n s 1 V 1 3 1 A 1 3 1 V 2 1 1 S E M S 1 V 1 3 1 1 1 3 H 1 C 1 N 0 A 3 8 S a V 3 2 1 H 1 E d 0 N I W l a b e p a l e l O S 0 6 0 4 1 1 1 I M s s e 4 9 N N V 9 4 l 0 B a i n Z P a l e u l w e l 9 4 a a o e d S J R 9 4 9 d e 0 l o p a l x 3 1 4 4 9 1 P a l e u l w e l L V 9 0 1 a b l i a 1 4 1 1 O S 0 6 0 4 1 1 M s s 2 1 0 N e e o s eo r 9 0 L 8 9 W a d3 d a 3 l l l W N N A I d 90 L1 1 i r a m a i C t ia 0 6 1 0 1 0 d B Y O z z p z 7 e B 4 S S 1 N e r r S 0 1 1 C O S l O V c 1 14 1 1 1 4 1 7 C O S 1 4 1 1 1 7 V O Z Z S 3 1 1 1 3 S r a p S N O L L fi l nJI d N O O 3 7 d I N V X 3 9 6 Z 6 W H 1 R t d 0 L E G O 0 0 9 1 0 9 1 7 4 0 6 1 9 2 9 1 E 7 4 W I N 3 A f V H A N G A S 0 7 0 N H O 3 1 0 20 1a n a a owa P t 0 1 0 1er r A M a d a l l P L A Y 0 0 P0 ra340 aoPa r a e r a t Q P I A V p lq u o 3 4 o n p o i d e I W A 9 O Z O Z L 1 Z 0 a e a u o n e i l d x 3 9 0 6 Z 9 0 9 1 4 N Y O N a p o 3 B u n n i n g e p p o l d a y m i t e s 6 u p t i c l u i o o s e 0 3 S1A 3 1 1 1 0 1 10 0 1 1 d11 V 1 1 W I S1 1 31210 0 3 a I S N I N M O H S 2 l 3 1V 1 1 0 0 a m i n o d i l l 2 1 3 N 1 0 0 1 33 H S S I H 1 Z 73 1 p N L 33S t O 1 3 N 0 0 d 9 9 8 4 1 H 0 1 3 O O S O L 9 5 3 d 3 d 1 1 3 1 1 I W N N A 1 V J 1 r v 1 5 ua r l A k i n 8 0 8 60 1 0 d n N Q r A l l o Q Z Z p s w e S I N v f W B O L L C O S s 1 0 b d W 1 1 4 1 7 r 7 O S 7 4 1 1 1 7 1 O Z Z S 3 R 1 3 S S N O I 1 H Z I f l O H N O 0 3 7 d 1 I N X 3ax g r t 9 6 Z 6 M 7 1 1 f I t d O 1 U S 9 o f r a k c 9 6 0 t e V a t 7 d M I N Y A N 3 A 1 2 1 0 A 1 3 0 7 0 N H 9 3 1 O L O c a n e 4 s A P 1 0 1 0 a r a g c r a m a g r a a fiAu UZ SUO I M e a8 p w o m m o o a s p z e e t O Z O Z L 4 Z O N e e u o g e n d x39 0 6 Z 9 0 96o N V ON 4 3 1 3 0 0 6 u l l i j i i n 8 e p p o w e t a I m m 6 u p t i d w o o s e 1 1 1 3 S I A 3 1 1 i o n a 0 2 1 d 0 0 O 9 0 L 9 9 3 d a c t 2 1 3 1 1 1 1 N N N I I b r P 1 r r l i n i i f 3 t I o q u o 3 a n p o i d a t e e mO Z O Z L L Z O ae q uo l e a l d x 3 9 0 6 Z 9 0 9 L o N V O N a p0 7 6 u l p l l i 8 a p p a l l mg y l M 6 u l i tid w o a s e i D 3 S 1 A 3 N 1 0 f 1 0 0 1 1 d O E 6 0 1 J d a Nau f w a 9o o 4 S S 1 N s O L L G O S 7 0 4 P l I s s a e S l 0 b d Y V 1 1 1 7 C O S 7 1 1 1 7 V O a S 3 1 2 1 3 S H s u 5 7 1 e 130 O N 1 z 1 f 7 0 94 a 9 6 7 4 5 M H l n d j o ca2 D 0 0 9 1 0 9 P 0 Pe G a n 7 d 301 A 1 31 N G m e a A s t o 7 o N N o a L O l o t a 8a t o a e l p t a i r t O l r o 1 e r r e u n t a a s a a 9 0 L 9 9 3 d 3 d 8 3 1 1 1 1 A 1 N N A 1 V i O Z O W 4 Z O a e O a o n e mc bc a 90 6 Z 9 0 9 o N V ON O 6 u p m 8 e p p o i d a y g i i m a up oa u u t o s e a o s i n da i o n a ob d 0 8 6 0 1 J d B W m uCI Z Z ro S a o e vs S I N y A s 0 L L C DS m o n s o s 1 9 1 d W11 4 1 7 Q O S 7 4 1 1 7V O 1 L S 3 1 N 3 S MI L S 7 1 d 1 3 0 O N I Z N 7 O 9 6 Z 6 7 4 H M V d 0 1 1 3 0 0 0 9 t 0 e t 4 1 4 6 5 M74 0 1 1 41 3 A N 3 A 1 a a 1 9 0 7 0 N H 0 3 1 0 1 0 1ev o p w a 1 4 0 1 i 0 1 m i t a d r 4 eum w a l i 6 9 6 0 e v s t m a s u cp p a B o a a e A m o y SiL 3 0 d d S a 3 d a V e w m i n i ax q s a 9 1 0 Z 9 0 9 0 a TABLE 1A: Design Pressure ( DP) and Anchor Quantities Required, ( for all approved configurations on Sheets 2 & 3) For comer astragal anchorage on 90° or 135° comer units, see sheet 11 Maximum DP for all sizes: + 60 / - 60 May be limited by Table 1A) Table applies to Glass Types 3, 3A, 5, 5A, 7, 7A, 8 8A and the Stile / Astragal types shown below. Door Unit Height 80" 84„ 90" 96" 69- 7/ 8" DLO 73- 7/ 8" DLO 79- 7/ 8" DLO 85- 7/ 8" DLO Anchor Group Anchor Group Anchor Group Anchor Group 1 2 3 4 1 2 3 4 1 2 3 4 1 2 j 3 vC4+ 1 4 5 ii a a 2 24" DLO Head/ Sill C4+ 1 C4+ 1 C4+ 1 C4+ 1 T C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P- hook 6+ 7 6+ 7 6+ 7 6+ 7 7+ 8 7+ 8 7+ 8 7+ 8 _ 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 30" DLO Head/ Sill C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 Jamb 8 8 8 8 8 8. 8 8 8 8 8 8 8 8 8 8 P- hook 6+ 7 6+ 7 6+ 7 6+ 7 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 36" 29" DLO Head/ Sill C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P- hook 6+ 7 6+ 7 6+ 7 6+ 7 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 4Z' a DLO Head/ Sill C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P- hook 6+ 7 6+ 7 6+ 7 6+ 7 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 48" DL0 Head/ Sill C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2y C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P- hook 6+ 7 6+ 7 6+ 7 6+ 7 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 FOR EXAMPLE ON USING TABLE, SEE SHEET 7. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3- 1/ 4" SILL. 2) WHEN USING THE 2- 1/ 2" SILL, POSITIVE WATER DP IS 46. 67 PSF MAX. WHEN USING THE 3- 1/ 4" SILL, POSITIVE WATER DP IS 60. 0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60. 0 PSF MAX ( NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A, 3) 4", 3- 1/ 4" AND 2- 112" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1- 1/ 2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE ( SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10- 14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Sill Height to Max. (+) DP Water Infiltration Rating) Sill Riser Height Design Flat or Box, see Sheet 17) Pressun:, psf Flush- 1- 1/ 2" see note 3 Low - 2- 1/ 2' 46. 67 Medium - 3- 1/ 4" 60. 0 High - 4" 60. 0 SEE NOTES 1- 3 DLO WIDTH = NOM. PANEL WIDTH - 7" • DLO HEIGHT = DOOR UNIT HEIGHT- 10. 125" PANEL HEIGHT = DOOR UNIT HEIGHT- 1. 866" cc 0 O 0 OH LENGTH 1- 4— OH RATIO 1 OH RATIO = OH LENGTH OH HEIGHT Interlock P- hook Lockstile @Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90° Astragal Assembly Lockstile @ 90° Astragal 135° Astragal Assembly Lockstile @ 135° Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy- duty Stile Heavy- duty Stile Heavy- duty Stile Heavy- duty Stile Standard Astragal Outside Comer Cornermae InsidevAik, ,Corner Outside tl. Inside Corner A M Corner Corner _ Part # 60 ( x2) Part # 60 Part # 60 Part # 60 ( Stile) part # 67 ( Astragal) Part # 60 Part # 61 ( Stile) Part # 118 ( Corner Receiver) part # 119 ( Out.) part # 120 { In.) Part # 61 { Stile} Parts # 31 & # 32 Corn. & Fxd Mount) Part # 61 Rand 8y. Wnw Revlabna Revd By: Weer: Rev: dorm By: Date: Revisions: awn By: JR 10/ l0/ 14 Chadrod Br. Dahl: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34276 941)- 480- 1600 CERT. OF ACTH. 329296 DactipSca DP AND ANCHORAGE Rex SERIES 770 ALUM. SGD - LM IMPACT Sallacalcdat SGD- 770 Seale: NTS 6 m 22 PG7. 0130 Rar: B PRODUCT REVISED as complying with the Florida Building Code NOA- No. 16- 0629. 06 Expiration Date 02M 7/ 2020 By !% l M em - D - ' Product Control r/ , ri A. LYNN MILLER. P. E. P. E.# 58705 41 s I 11DLG L. Design Pressure ( DP) and Anchor Quantities Required, ( for all approved configurations on Sheets 2 & 3) For comer astragal anchorage on 90° or 135° comer units, see sheet 11 - Maximum DP for all sizes: + 60 / - 60 May be limited by Table 2A) Table applies to Glass Types 4, 4A, 6, 6A, 7, 7A, 8 & BA and the Stile ! Astragal types shown below. Door Unit Height 80„ 84" 90" 9.8) 102" 108" 114" 120" 69- 7/ 8" DLO 73- 7/ 8" DLO 79- 7/ 8" DLO 85- 7/ 8" DLO 91- 7/ 8" DLO 97- 7/ 8" DLO 103- 7/ 8" DLO 109- 7/ 8" DLO Anchor Group Anchor Group Anchor Group Anchor Group Ancho Group Anchor Group Anchor Group Anchor Group 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 F. g s• bi z 24" DL0 Head/ 5111 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P- hook 6+ 7 6+ 7 6+ 7 6+ 7 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 9+ 10 9+ 10 9+ 10 9+ 10 9+ 10 9+ 10 9+ 10 9+ 10 30" DLO Head/ Sill C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1+ C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 lamb 8 8 8 8 8 8 8 88 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P- hook 6+ 7 6+ 7 6+ 7 6+ 7 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 6+ 9 8+ 9 8+ 9 9+ 10 9+ 10 9+ 10 9+ 10 9+ 10 9+ 10 9+ 10 9+ 10 36" 29 „ DLO Head/ S111 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 04+ 1 Jamb 88 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P- hook 6+ 7 6+ 7 6+ 7 6+ 7 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 6 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 9+ 10 9+ 10 9+ 10 9+ 10 9+ 10 9+ 10 9+ 10 9+ 10 42" 35" DLO Head/ S111 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C5+ 1 C5+ 1 04+ 1 04+ 1 C5+ 1 05+ 1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P- hook 6+ 7 6+ 7 6+ 7 6+ 7 7+ 8 7+ 8 7+ 8 7+ 6 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 9+ 10 9+ 10 9+ 10 9+ 10 9+ 10 9+ 10 9+ 10 9+ 10 48" DLO Head/ Sill C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C5+ 2 C5+ 2 C4+ 2 C5+ 2 C5+ 2 C5+ 2 C5+ 2 C5+ 2 C5+ 2 C5+ 2 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P- hook 6+ 7 6+ 7 6+ 7 8+ 7 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 9+ 10 9+ 10 9+ 10 9+ 10 9+ 10 9+ 10 9+ 10 9+ 10 54" DLO Head/ Sill ' C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2. C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 Not available in these sizes Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8_ P- hook 6+ 7 6+ 7 6+ 7 6+ 7 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7 8 7+ 8 DLO Head/ Sill C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 0- 6+ 2 C5+ 2 Jamb 6 8 B 8 8 8 8 8 8 8 8 B 4 8 8. 8 8_ a P- hook 6+ 7 6+ 7 6+ 7 6+ 7 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 7+ 8 NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3- 1/ 4" SILL. 2) WHEN USING THE 2- 1/ 2" SILL, POSITIVE WATER DP IS 46. 67 PSF MAX. WHEN USING THE 3- 1/ 4" SILL, POSITIVE WATER DP 1S 60. 0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60. 0 PSF MAX NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. 3) 4", 3- 1/ 4" AND 2- 1/ 2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1- 1/ 2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC ( SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10- 14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. O = EXAMPLE ON SHEET 9 TABLE 2A: Sill Height to Max. (+) DP Water Infiltration Rating) Sill Riser Height Design Flat or Box, see Sheet 17) Pressure, psf Flush- 1- 1/ 2" see note 3 Low - 2- 1/ 2" 46. 67 Medium - 3- 1/ 4" 60. 0 High - 4" 60. 0 SEE NOTES 1- 3 O O DLO WIDTH = NOM. PANEL WIDTH - 7" OH LENGTH 1_,„ DLO HEIGHT = DOOR UNIT HEIGHT - 10. 125" OHRATIO z1 OH RATIO = OH LENGTH OH HEIGHT D SHEETS 18 & 19 FORASSEMBLY DETAILS. i nc Interlock J LG « P-- hook Vn Lockstile @Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90° Astragal Assembly Lockstile @ 90° Astragal 135° Astragal Assembly Lockstile @ 135° Astragal Heavy- duty Stiles Heavy- duty Stile Heavy- duty Stile Heavy- duty Stile Heavy- duty Stile Heavy- duty Stile Heavy- duty Stile Heavy- duty Stile Heavy- duty Stile Standard Astragal Outside Corner J Outside Inside Corner 1 Outside ZKT Corner 101 in Inside Corner I Inside Corner III Corner Part # 61( x2) Part # 61 Part # 61 Part # 61 ( Stile) part # 67 ( Astragal) Part # 61 Part # 61 ( Stile) Part # 118 ( Corner Receiver) Part # 119 ( Out.) part # 120 ( In.} Part # 61 ( Stile) Parts # 31 & # 32 Corn. & Fxd Mount) Part # 61 PANEL HEIGHT = DOOR UNIT HEIGHT- 1. 866" RBvsd By: EIS& RaWlone Revsd Sy: Dabs: RaHffianc Rim} Sy: Deco: ants - a r Drawn By. JR 10/ 14 ChedoedHy. Data: 1070 ' TECHNOLOGY DRIVE N. VENICE FL 34275 941)- 480- 1600 CERT. OFAUTH. # 29296 DP AND ANCHORAGE SERIES 770 ALUM. SGD - LM IMPACT sarfsa• fode SGD- 770 Seem NTS Shoat 7 d 22 DmmiloNa PGTo130 PRODUCT REVISED as complying with the Florida Building Code NOA- No. 16- 0629. 06 Expiration Date 02/ 17/ 2020 By Miami-Oad roduct Control A. LYNN MILLER, P. E. P. E.# 58705 ee e TABLE 3A: 1 11VLL aJ. Design Pressure ( DP) and Anchor Quantities Required, ( for all approved configurations on Sheets 2 & 3) For comer astragal anchorage on 90° or 135° corner units, see sheet 11 Maximum DP shown below May be limited by Table 3A) Table applies 6, 6A, 7, Astragal to Glass Types 4, 4A, 7A, 8 & 8A and the Stile / types shown below. Door Unit Height 8011 84" 90" 96" 102" 108" 69- 7/ 8" DLO 73- 7/ 8" DLO 79- 7/ 8" DLO 85- 7/ 8" DLO 91 7/ 6' DLO 97- 7/ 8" DLO Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 17" DLO Design Pressure 90 O psf . l- 82, 5 psf 1- 75. 0 ps DLO V N a g c z 24" Head/ Sill C4+ 1 C4+ 1 C4+ 1T C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 P- hook 6+ 7 6+ 7 6+ 7 6+ 7 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 30° 23" Design Pressure 90 0 psf 82. 5 psf 75. 0 psf Head/ Sill C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C 4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 Jamb 8 8 8 8 8 8 8- 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 P- hook 6+ 7 6+ 7 6+ 7 6+ 7 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 36" 29° DLO Design Pressure 90 0 psf 82. 5 psf 75. 0 psf Head/ Sill C4+ 1 C4+ 1 C4+ 2 C4+ 2 C4+ 1 C4+ 1 C4+ 2 C4+ 2 C4+ 1 C4+ 1 C5+ 2 C5+ 2 C4+ 1 C4+ 1 C5+ 2 C5+ 2 C4+ 1 C4+ 1 C5+ 1 C5+ 1 C4+ 1 C4+ 1 C5+ 1 05+ 1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 8 10 10 10 10 10 10 10 10 P- hook 6+ 7 6+ 7 6+ 7 6+ 7. 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 42" 35" DLO Design Pressure 90 0 psf 82. 5 psf 75. 0 psf Head/ Siil 04+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C4+ 2 C5+ 2 C5+ 2 C5+ 2 C5+ 2 C5+ 2 C5+ 2 C5+ 2 C5+ 2 C5+ 2 C5+ 2 C5+ 2 C5+ 2 C5+ 2 C5+ 2 C5+ 2 C5+ 2 C5+ 2 C5+ 2 Jamb 8 8 8 8 8 8 8 8 8 8 10 8 8 8 10 8 10 10 10 10 10 10 10 10 P- hook 6+ 7 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 7+ 8 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 48" 41" DLO Design Pressure 90 0 psf See Note A be/ ova 82. 5 psf 75. 0 psf Head/ Sill C4+ 2 C4+ 2 C5+ 2 C5+ 2 C4+ 2 C5+ 2 C5+ 2 C5+ 2 C5+ 2 C5+ 2 C5+ 2 C5+ 2 C5+ 2 C5+ 2 C6+ 2 C6+ 2 C5+ 2 05+ 2 C6+ 2 C6+ 2 C5+ 2 C5+ 2 C6+ 2 C6+ 2 Jamb 8 8 8 8 8 8 10 8 8 8 10 8 8 8 10 8, 10 10 10 10 10 10 10 10 P- hook 6+ 7 7+ 8 7+ 8 7+ 8 7+ 8 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 8+ 9 9+ 10 9+ 10 9+ 10 8+ 9 9+ 10 9+ 10 9+ 10 8+ 9 9+ 10 9+ 10 9+ 10 FOR EXAMPLE ON USING TABLE, SEE SHEET 7. NOTES: 1) POSITIVE PRESSURES 1N TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. 2) WHEN USING THE 2- 1/ 2" SILL, POSITIVE WATER DP IS 46. 67 PSF MAX. WHEN USING THE 3- 1/ 4" SILL, POSITIVE WATER DP IS 60. 0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90. 0 PSF MAX ( NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3) 4", 3- 1/ 4" AND 2- 112" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1- 1/ 2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR 1S PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE ( SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10- 14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. 90., GH, a, CSA, rA, tf ik t3A; * r- tsr. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT- 10. 125" PANEL HEIGHT= DOOR UNIT HEIGHT - 1. 866" T DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS. 1 1 IL ' Interlock 11 YV v' P- hook Lockstile- @lamb Straight Astragal Assembly Lockstile @ Straight Astragal 90° Astragal Assembly Lockstile @ 90° Astragal 135° Astragal Assembly Lockstile @ 135° Astragal Heavy- duty Stiles Heavy- duty Stile Heavy- duty Stile Heavy- duty Stile Heavy- duty Stile Heavy- duty Stile Heavy- duty Stile Heavy- duty Stile Heavy- duty Stile Heavy- duty Astragal Outside Corner r Outside Inside Corner Y Outside Corner Corner r..._.- ate.":+.'—: Insideide C° mer' I ra Inside 61 Corner Part # 61( x2) Part # 61 Part # 61 Part # 61 ( Stile) part # 68 ( Astragal) Part # 61 Part# 61( Stile) Part # 118 ( Comer Receiver) part# 119 ( Out.) part # 120 ( In.) Part # 61 ( Stile) Parts # 31 & # 32 Corn. & Fxd Mount) Part # 61 Sill Height to Max, (+) DP Water Infiltration Rating) Sill Riser Height Design Flat or Box, see Sheet 17) pressure, psf Flush- 1- 1/ 2" see note 3 Low - 2- 1/ 2" 46. 67 Medium - 3- 1/ 4" 60. 0 High - 4" 90. 0 SEE NOTES 1- 3 O O OH LENGTH I —.— OH RATIO a OH RATIO = OH LENGTH OH HEIGHT PRODUCT REVISED as complying with the Florida Building Code NOA- No. 16. 0629. 06 Expiration Date 02/ 17/ 2020 By Miami= Dald- irroduct Contror Rend By: Dale: R9vidort": ROW By: Dela: Revietona: R• Isd 6y: Dam: Rerislona: Diem By: JrR Dam: 10/ 10/ 14 Checked ay Vex 1070 7ECHNOLOGY DRNE N. VENICE, FL 34275 941)- 450. 1600 CERT. OFALM # 29296 Dam DP AND ANCHORAGE rasa: SERIES 770 ALUM. SGD - LM IMPACT saW. be e SGD- 770 saw NTS Shoat 8 a 22 twwkv Ro. PGT0130 Row B tip _ a, eJ-- r:?-. rC A. LYNN MILLER, P. E P. 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L--£ 909) 1Nf10W a3X1d 09£ 1 1V 91-£ 909) NOVaL16 111S oso' 0 17L9' 0 aZ9L' 0 8. 0 l+- IV 91 £ 909) 91./ 8 ' 1: 13N1V1M1 13NVd a3X1d 1 „ 080' 0 r60E0 Iu099' 1V 91-£ 909) d11013NVda3X1dru£ 00 4 1V 91- 9909) 1d0b1: 11SV 6adaNdlS 0 Y 616'£ 090 0 iH 91-£ 909) U3NUO0 . 981, 0 1V 91- 8909) 2i3A00 M3Z10SO 3WH2idf79Z'0 r- 290' 0 960' o • O 0 0 • o O 0 • o • 0 0 0 • •• • 0 • • O 0 0 O 0 0• 0 0 • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH.i). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami --Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION Series "PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Itnpact Resistant Aluminum Tube Mullions", sheets 1 through • 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no .change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 0 0 0 0• o • • 00 0 O 0 • • • MIAMI- DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T ( 786) 315-2590 F (786) 315-2599 WWW. miamid ade.g °Weeonomv ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY APPROVED NOA No. 16- 0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 Page 1 1 II 1 . 11 a o • • e •• • o • • •• • o • • • • o o•• • • • • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.E. Submitted under NOA No.10-0819.05) C. CAL CULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5tn Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Manue ' e ez, P.E. Product Cont of aminer NOA No. 6-0218. 03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 o • o 0 00 0 0 • 0 • 00 0 0• • 0 • • • 0 • • • • • • o •• •• •• •• •• o • • • 0 • • 0 • • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS I. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. 4-..% Manuel ' • =•, P.E. Product Contr ) , miner NOA No. 0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 E - 2 SOLOS 3` cik JIkNs r7 V V1. 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Tube Mullion t c a 42 In 48 In 50. 625 in 541n 60 In 63 in 66 in 72 in 76 in 78 In 90 in 96 in 601n Rectangular Trapfniang. Loading Loading 8 a 170. 0 121. 6 103. 7 85. 4 62. 3 53. 8 46. 8 36. 0 30. 6 28. 3 18. 5 620 507 456 400 324 294 268 225 202 192 144 170. 0 138. 0 114. 8 93. 3 66. 9 57. 4 49. 6 37. 9 32. 0 29. 6 19. 0 435 419 379 338 276 252 230 196 177 168 128 15. 2 127 15. 6 113 60 in Rectangular Trdp/ Trlang. Loading Loading 151. 3 101. 4 86. 4 71. 2 51. 9 44. 8 39. 0 30. 0 25. 5 23. 8 15. 4 662 507 456 400 324 294 268 225 202 192 144 8 170. 0 119. 2 99. 9 80. 9 57. 5 482 424 32. 2 27. 2 25. 1 16. 1 478 410 371 3213 270 246 225 191 173 185 128 Mullion Capacity Table ( lbsitt2) Opening Width ( forverticaliy- spannIng mtlllons) or Opening Height ( for horizontally - spanning millions) 70 In Rectangular Trap/ Trtang. Loading Loading 129. 7 813. 9 74. 1 61. 0 44. 5• 38. 4 33. 4 25. 7 21. 9 20. 2 662 507 456 400 324 294 268 225 202 192 170. 0 108. 7 90. 5 72. 7 51. 2 43. 6 37. 5 28. 4 23. 9 22. 0 608 403 364 322 264 241 221 188 170 162 80 In Rectangular Trap/ Tdang. Loading Loading 113. 5 76. 0 84. 8 53. 4 38. 9 33. 6 29. 2 22. 5 19. 2 17. 7 662 607 456 400 324 294 2E8 225 202 192 g 901n Rectangular Trap/ Trlang. Loading Loading 2& 169. 5 1028 84. 8 67. 3 48. 9 39. 8 34. 1 25. 6 21. 5 19. 7 518 399 360 318 260 237 218 185 167 159 100. 9 67. 6 57. 6 47. 5 34. 6 29. 9 28. 0 20. 0 17. 0 15. 7 682 507 456 400 324 294 268 225 202 192 168. 9 99. 6 81. 3 64. 0 43. 9 37. 1 31. 6 23. 6 19. 7 18. 1 517 397 357 315 257 234 215 182 165 157 100 In Rectangular Trap/ Trtang. Loading Loading sg 90. 8 60. 8 51. 8 427 31. i 8 120 In Reolanguler Trap/ Mang. Loading Loading 8 8 26. 9 23. 4 18. 0 15. 3 14. 2 662 507 458 400 324 294 268 225 202 192 168. 9 89. 0 80. 0 62. 3 42. 9 35. 2 29. 8 22. 1 18. 4 18. 8 517 398 356 314 255 232 212 160 163 155 75. 7 50. 7 43. 2 35. 6 26. 0 22. 4 19. 5 15. 0 128 11. 8 662 507 456 400 324 294 266 225 202 192 168. 9 99. 0 80. 0 61. 8 40. 5 33. 5 28. 0 20. 3 18. 7 15. 2 517 396 366 313 253 230 210 177 160 152 140 In Rectangular Trap/ Trlang. Loading Loading 43. 4 37. 0 30. 5 22. 2 19. 2 16. 7 129 10. 9 10. 1 507 458 400 324 294 225 202 192 168. 9 99. 0 80. 0 61. 8 40. 5 33. 4 27. 7 15. 9 14. 4 517 393 356 313 253 230 209 176 158 150 Rectangular Trap/ Triang. Loading Loading 38. 0 324 26. 7 19. 5 16. 8 14. 6 11. 3 9.6 8. 9 662 507 456 400 324 294 268 225 202 192 168. 9 99. 0 130. 0 61. 8 40. 5 33. 4 27. 7 15. 8 14. 2 517 396 356 313 253 230 209 178 158 150 TABLE 2B Anchor Clip Patterns Substrate: Anchor Type: Edge Distance ( In): Embedment ( in): 2 Anchors ® 4. 75" Min. O. C. / Standard or Offset Clip ( Fig. 1): 4 Anchors @ 1. 15" Mkt. O. C. / Standard ( or Offset) alp ( Fig. 2): 4 Anchors rtg 3° Mkt. O. C. I ( 2) 21r5 Ang1e Clips / ( Fig. 3): 2 Anchors @ 0. 45' Min. O. C. / U4; lip, into . 125' Alum. ( Fig. 4): 1 Anchor / F- Clip ( Fig. 5): 2 Anchors © 1. 15' Min. O. CJ F- Cilp ( Fig. 6): 2. 7k Concrete 3/ 16" Elco Uttracon 1" 1. 3/4" 390 tbs 480 lbs 780 lbs WA 195 lbs 240 lbs 2- i/ 2" 1- 3/4' 3901bs 700 lbs 780 ibs WA 195 lbs 350 Ibs Anchor Capacity Table ( lbs) 1/ 4' Elco ! Almon 1" 1- 3/ 4" 450 lbs N/ A 8801bs WA 225 tbs WA 2- 1/ 2' 1- 3/ 4' 890 ibs WA 1560 Ws WA 445 tits WA 3. 5k Coro. 5/ 16" El= Utlrecon 3- 1/8" 2" 1644 tbs N/ A 1896 Its N/ A 822 lbs N/ A 3/ i8' Elco Ultracon 1" 1- 1/ 4" 270 ibs WA 540 lbs WA 135 tbs WA 24/ 2" 1- 1/4" 2801bs 3801bs 560 Ms WA 140 Ibs 190 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 3: FIGURE 4: FIGURE 2: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 6: N OM CMU 1/ 4" Elco Utlrscon 1' 1. 1/ 4" 354 lbs WA WA WA 177 lbs NIA 2- 1/ 2' 1- 1/ 4' 740 lbs N/ A 7601bs N/ A 370 lbs N/ A 1/ 4" SS Elco AggreGalor r 14/ 4" 3741bs WA 748 lbs WA 187 lbs WA 5/ 16' Elco Ultracon 3- 1/ 8" Mir 664 lbs WA 880 lbs WA 332 lbs WA Filled CMU 1/ 0 SS Eico AggreGator 2' 2° 9461bs WA 1892 lbs WA 473Ibs WA PT Wood N10 Steel Sores ( G5) 0. 48" 1 318' 341 lbs 682 Ibs 682 tbs NiA 170 tbs 341 lbs 012 Steel Screw ( G5) 442 tbs B85 lbs 885 lbs NiA 221 lbs 442 lbs N12 Steel Screw ( G5) 560 lbs 1120 lbs 715 lbs 280 lbs 560 lbs ANCHOR CAPACITY ADJUSTMENT FORMULA: USE THIS FORMULA TO OBTAIN THE " ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY ( FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2- 4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/ OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21- 23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21- 23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT ( CMU) SHALL CONFORM TO ASTM C- 90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0. 55. ALUMINUM SHALL BE 6063- T5 AND BE A MINIMUM OF . 125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 045" THICK ( 18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST . 125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. # 10 & # 12 ANCHORS INTO WOOD MAY BE STEEL, 18- 8 S. S. OR 410 S. 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Tel: 305-460-5235 Fax:305-460-5261 www.coralgables.com BL-17-05-2512 CITY OF CORAL GABLES III DEVELOPMENT SERVICES DEPARTMENT Permit Application L) Or: THE, FOLLOWING MUST R CQMPLE 0113tAPPOOk.14T AGCQRDING TO-FS 2I3:35 , Date: Permit Change: Change of Contractor Permit Extension Permit Renewal Permit Revision Perniit Supplement Permit Type: v' Building f Electrical Mechanical Plumbing Misc. App. Date: DESCRIPTION OF WORK (PRINT): i 14p.ac_t A 0)00 /-ncom.5-- apraoutirr ttitt G jp-17 /-0)L-110i60/ PROPERTY OWNER: Do 17f AjfINZeiCX Name: Address: ( AQ42., City/State/Zip: ( r x-0,1 eQ%I.e S FL 3 ,313y Telephone No.: ARCHITECT: Name: Address: BONDING: Name: Address: JOB ADDRESS: Master Pe Sub Permit #. 1/ v Project Information: 0 Commercial: El Residential: ' Linear Feet: Square Feet: 7oD Cost of Work: * 000 — qMIA\ l a 1 Folio #: 03-9I I - dLi01-09 a Lot: ( t j 2 Block: ' Subdivision: 0 Plat book: CONTRACTOR COMPANY NAME: Page: TrtAccv C J nd tu -Di tors Address: IS i cam- 4T-2 C r-Q. City/State/Zip: , License No.: Telephone No.: a-Gt'bk ) 5i ),(45 .2l 1(Co -1-q O 0 ENGINEER: Name: Address: MORTGAGE LENDER: Name: Address: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES BOILERS, HEATERS TANKS, AND AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. VI'ARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVENIENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT' WITH YOUR LENDER OR AN ATTORNEY BEFORE COMM ING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. The Historica Resources Depa ment's approval is required prior to the issuance of a demolition cr it. Signature of Owne Owner's Name (Print): STATE OF FLORIDA ) ss COUNTY OF MIAM1-DADE ) Sm o to or afirnne and bscg¢ed before me this __ day jby 7(Ina 0 and who has iakeh an oath and is personally known to me or has produced —0 V as identification. - My Commission pires: in the year 20 / NICOLE ACOSTA Signature of Qualifier Qualifier's Name (Print). STATE OF FLORIDA ss COUNTY OF MIAMI-DARE Sworrato or affirmed andStthealbed before •ell' ne or has produ as identification. My Commission Expires: Notary Public - State of Florida y Commission # FF'217754 " y o. My Comm. Expires Apr 6, 2019 Bonded through National Notary Assn. i) Notar) in the year 20 an oath and mis REN,E NERNANDEZ Notary Public - State of Florida Commission # FF 996568 Comm. Expires Jun 13, 2020 ed fhtiough National Notary(Assn. Furth 101 7 Agent/Owner/Contractor Mailing Address: 141- Board of Architects Review Application Alterations to Existing Buildings or Structures Phone: 305.460.5238 Email: boardofarchitects@coralgables.com Application Request The undersigned Agent/Owner/Contractor request(s) Board of Architects review of the following application(s): Preliminary Approval Final Approval Coral Gables Mediterranean Style Design Standards Bonus(es) Approval Property Information Street Address of the Subject Property: •`SOl PiiroAQ Av,f2 Property/Project Name: Legal Description: Lot(s) Block(s) `'1 Section(s) Folio No(s). O c , ^ l I ^ DO I — Oa--1 O Agent/Owner/Contractor: COI Al me,a Av-2 Telephone: Business Fax Other Email @ Architect(s)/Engineer(s): CY\QC\3pa.110,N Pvcdr 6ec-\ Architects)/Engineer(s) Mailing Address: Telephone: Business , Q)05— CI Co a7C51 Fax Other Email e(Cil Y\l.f\(U-Z, @ GLOI • COM Project Information Proposed Structure(s): Estimated Project Cost*: t'3 02) C700 Estimated cost shall be +/-10% of actual cost) Date(s) of Previous Submittal(s) and Action(s): t PiP4kCr 1ttApt otiCW ) ttoore__(_5- 6. A-inkitt Board of Architects Review Application Alterations to Existing Buildings or Structures Agent/Owner/Contractor Affirmation and Consent I) (We) affirm and certify to all of the following: 1. This request, application, application supporting materials and all future supporting materials complies with all provisions and regulations of the Zoning Code, the Comprehensive Plan and the Code of Ordinances of the City of Coral Gables unless identified and approved as a part of this application request or other previously approved applications. Applicant understands that any violation of these provisions renders the application invalid. 2. That all the information contained in this application and all documentation submitted herewith is true to the best of my) (our) knowledge and belief. 3. Understand that the application, all attachments and fees become a part of the official records of the City of Coral Gables and are not returnable. 4. All application representatives have registered with and completed lobbyist forms for the City of Coral Gables City Clerk's office. 5. Understand that under Florida Law, all the information submitted as part of the application is public records. Agent/Owner/Contractor Signature: Agent/Owner/Contractor Print Name: Vt `` ,, 41 t shk 1 Address: I o (t a j1enue lTelephone: Fax: Email: Architect( s)//EEnngineer(s) Signature: Archit ect(s)/Engineer(s) Print Name: Q, _ ikallAddress: 1 (10 so (:) \ 141 anril 9 9 Telephone: 905._./Aq 6 —a 7 01 Fax: Email: r ra 1 mundez 60 ail . cool SEAL STATE OF FLORIDA ) ss COUNTY OF MIAMI-DADE ) Sworn to or affirmed and subscribed before by 4,,,,,,..d. 43,-,--i- NOTARIZATION n me this — day of ( , in the year 20 1. J who has taken an oath and is personally known to me or has produced`D as iclg0lift AtOrrA 3 My Commission Expires: y / E" cam- -.,_v;..... Nt rt v , i°w - `'-, Notary Public - State of Florida A * •= Commission # FF 217754 cc My Comm. Expires Apr 6, 2019 48 oss Bonded through National Notary Assn. r. _..._ e_ . Notary P bl Page 2 of 2 Page 1 of 1PropertySearchApplication - Miami -Dade County x OFFICE OF THE PROPERTY APPRAI R Summary Report Property Information Folio: 03-4118-001-0270 Property Address: 801 ALMERIA AVE Coral Gables, FL 33134-4804 Owner FERNANDO FONT DENISE FONT Mailing Address 801 ALMERIA AVE MIAMI, FL 33134 USA PA Primary Zone 0100 SINGLE FAMILY - GENERAL Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 5/ 4/ 0 Floors 1 Living Units 1 Actual Area 3,620 Sq.Ft Living Area 3,284 Sq.Ft Adjusted Area 3,452 Sq.Ft Lot Size 12,000 Sq.Ft Year Built 1949 Assessment Information Year 2016 2015 2014 Land Value 556,227 556,992 377,622 Building Value 367,632 371,298 365,784 XF Value 7,679 5,656 5,728 Market Value 931,538 933,946 749,134 Assessed Value 718,634 713,639 707,976 Benefits Information Benefit Type 2016 2015 2014 Save Our Homes Cap Assessment Reduction 212,904 220,307 41,158 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 CORAL GABLES SEC A PB 5-102 LOTS 11 & 12 BLK 4 LOT SIZE 100 X 120 OR 12523-1009 0585 1 Generated On : 4/21/2017 Taxable Value Information 2016 2015 2014 County Exemption Value 50,000 50,000 50,000 Taxable Value 668,634 663,639 657,976 School Board Exemption Value 25,000 25,000 25,000 Taxable Value 693,634 688,639 682,976 City Exemption Value 50,000 50,000 50,000 Taxable Value 668, 634 663,639 657,976 Regional Exemption Value 50,000 50,000 50,000 Taxable Value 668,634 663,639 657,976 Sales Information Previous Sale Price OR Book -Page Qualification Description 06/13/2011 850,000 27723-2003 Qual by exam of deed 05/01/1985 118,500 12523-1009 Sales which are qualified , 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: http://www.miamidade.gov/propertysearch/ 4/21/2017 JJ y J y J J yy E X I S T I N G C O N S T R U C T I O N E X I S T I N G S T R U C T U R A L E L E M E N T S S H O W N O N T H E S E P L A N S R E P R E S E N T A S S U M E D C O N D I T I O N S B A S E D O N E X I S T I N G P L A N S I T I S N O T W A R R A N T E D T H A T T H E C O N D I T I O N S S H O W N A R E R E P R L S E N T A T I V E O F A L L E X I S T I N G C O N D I T I O N S O W N E R A N D C O N T R A C T O R S H O U L D B E A W A R E T H A T E X P O S E D C O N D I T I O N S M A Y D I F F E R F R O M T H O S E W H I C H A R E C O N C E A L E D B Y F I N I S H E S O C C U R B E L O W G R A D E O R A R E S U B J E C T T O C H A N G E S D U E T O T I M E E N V I R O N M E N T O R M O D I F B Y O T H E R S A N Y R E M O V A L O R D E M O L I T I O N O F E X I S T I N G C O N S T R U C T I O N R E Q U I R E D T O E X E C U T E T H E W O R K S H O W N I N T H E S E D R A W I N G S S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R A N D S H A L L B E R E S T O R E D T O I T S O R I G I N A L O R B E T T E R C O N D I T I O N E X I S T I N G S T R U C T U R A L C O N D I T I O N S I N D I C A T E D A S F I E L D V E R I F Y R E Q U I R E T H A T T H E C O N T R A C T O R E I T H E R V E R I F Y T H E P R E S E N C E O F S U C H C O N D I T I O N S P R O V I D E N E W M A T E R I A L S T O C R E A T E S U C H C O N D I T I O N S O R N O T I F Y A R C H I T E C T O F C O N F L I C T I N G C O N D I T I O N S C O N T R A C T O R S H A L L I M M E D I A T E L Y C O N S U L T W I T H T H E A R C H I T E C T W H E R E V I S U A L O B S E R V A T I O N O R D E M O L I T I O N E X P O S E S E X I S T I N G C O N D I T I O N S W H I C H C O N F L I C T W I T H T H E C O N S T R U C T I O N D O C U M E N T S O R R E V E A L D A M A G E D O R D E T E R I O R A T E D S T R U C T U R A L O R A R C H I T E C T U R A L E L E M E N T S T H A T A R E T O R E M A I N A S P A R T O F T H E F I N I S H E D P R O D U C T C O N T R A C T O R S H A L L V E R I F Y C O N D I T I O N O F T H E E X I S T I N G F O O T I N G S A N D S H A L L N O T I F Y T H E A R C H I T E C T A N D O U J N E R R E G A R D I N G D A M A G E D O R D E T E R I O R A T E D C O N D I T I O N S C O N T R A C T O R S H A L L L O C A T E A N D V E R I F Y L O C A T I O N S O F A L L U T I L I T I E S P R I O R T O C O N S T R U C T I O N C O N T R A C T O R I S R E S P O N S I B L EF O R T H E D E S I G N O F A L L T E M P O R A R Y S H O R I N G A N D B R A C I N G O F T H E E X I S T I N G S T R U C T U R E D U R I N G C O N S T R U C T I O N R E F E R T O P L A N S F O R R E Q U I R E D D E M O L I T I O N W O R K O W N E R O R C O N T R A C T O R S H A L L N O T I F Y L O C A L G O V E R N I N G A U T H O R I T Y I F V I S U A L I N S P E C T I O N O R D E M O L I T I O N R E V E A L S T H E P R E S C E N C E O F H A Z A R D O U S M A T E R I A L S I N A N Y F O R M A T T H E P R O J E C T S I T E I N C L U D I N G B U T N O T L I M I T E D T O A S B E S T O S P R O D U C T S P C B S O R O T H E R T O X I C S U B S T A N C E S D E M O L I T I O N F I R S T F L O O R P L A N S C A L E 3 1 8 1 0 L E G E N D N O T E S W I N D O W P R E S S U R E S A R E C A L C U L A T E D B Y A L F A R O O Q C O R P O R A T I O N S T R U C T U R A L E N G I N E E R S W I N D O W D O O R S Y M B O L i E X I S T I N G T O B E R E M O V E D N O W O R K A R E A F O R T H I S P E R M I T G E N E R A L N O T E S 1 S C O P E O F W O r u E X I S T I N G C O N S T R U C T I O N E X I S T I N G S T R U C T U R A L E L E M E N T S S H O W N O N T H E S E P L A N S R E P R E S E N T A S S U M E D C O N D I T I O N S B A S E D O N E X I S T I N G P L A N S I T I S N O T W A R R A N T E D T H A T T H E C O N D I T I O N S S H O W N A R E R E P R E S E N T A T I V E O F A L L E X I S T I N G C O N D I T I O N S O W N E R A N D C O N T R A C T O R S H O U L D B E A W A R E T H A T E X P O S E D C O N D I T I O N S M A Y D I F F E R F R O M T H O S E W H I C H A R E C O N C E A L E D B Y F I N I S H E S O C C U R B E L O W G R A D E O R A R E S U B J E C T T O C HAN G E S D U E T O T I M E E N V I R O N M E N T O R M O D I F B Y O T H E R S A N Y R E M O V A L O R D E M O L I T I O N O F E X I S T I N G C O N S T R U C T I ONR E Q U I R E D T O E X E C U T E T H E W O R K S H O W N I N T H E S E D R A W I N G S S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R A N D S H A L L B E R E S T O R E D T O I T S O R I G I N A L O R B E T T E R C O N D I T I O N E X I S T I N G S T R U C T U R A L C O ND I T I O N S I N D I C A T E D A S F I E L D V E R I F Y R E Q U I R E T H A T T H E C O N T R A C T O R E I T H E R V E R I F Y T H E P R E S E N C E O F S U C H C O N D I T I O N S P R O V I D E N E W M A T E R I A L ST O C R E A T E S U C H C O N DI T I O N S O RN O T I FY AR C H I T E C T O F C O N F L I CT I N G C O N D I T I O N S C O N T R A C T O R S H A L L I M M E D I A T E L Y C O N S U L T i NEW WINDOWS PER : BOA - - AB-11-05-2039 PERMIT • - 13L-11-05-2512 40.10 83b0 NEW WINDOWS PER BOA " - AB-11-05-2039 PEWIT • - BL-11-05-2512 O 40J0 5360 FIRST FLOOR PLAN SCALE! 41/18•ET 0• LEGEND / NOTES WINDOW PRESSURES ARE CALCULATED BY AL4AR000 CORPORATION - STRUCTURAL ENGINEERS 0 00® 00ID WINDOW SYMBOL WIDOW PRESSURE SYMBOL NO WORK AREA FOR THIS PERMIT 40J0 5360 445.60 52 10 NEW DOORS PER : BOA • - AB-11-05-2039 PERMIT " - BL-17-05-2512 O O5360 NOT IN PERMIT 40J0 5360 40.10 8360 4010 53b0 O 0 40Jo 5360 44010 5360 i%/i%/ // /////,!//i' /i O NEW WINDOWS PER . BOA • - A5-11-05-2039 PERMIT • - BL-11-05-2512 0J0 5360 O I asrt'i 40J0 5360 NEW WINDOWS PER . BOA • - AB-n-05-2039 PER"iiT • - BL-11-05-2512 NOT IN PERMIT 4'-6' 3'-6' y-0.; 0 0 • • • U 0 0 • 0 0 _ _ J U • • • • u fOr0 wit' WOK%s EXIST. DOOR TO BE REMOVED 4 IPLACED WITH NEW WINDOW. PROVIDE NEW 64.5' X 41' OPENING CTYPJ TO MATCH OP -ER EXIST. OPENINGS. BLOCK UP 4 PATCH -UP AS REQUIRED. MATCH STUCCO TO EXIST. SEE STRUCTURAL DRAWINGS FOR DETAILS N_=W LANDING AND NEW STEPS. SEE STRUCTURAL DRAWINGS FOR DETAILS EXIST. WINDOW TO BE REMOVED 4 E FLACED WITH NEW DOOR. PROVIDE NEW 1095' X 84.15' OPENING (TYP.) TO MATCH OT ER EXIST. OPENINGS. BLOCK UP 4 PATCH -UP AS REQUIRED. MATCH STUCCO TO EXIST. 5EE STRUCTURAL DRAWINGS FOR DETAILS F=E: : r PAA • - AB-n-05-2039 AREA OF WORK/PERMIT e RMIr • - BL-n-05-25n FOR TI#S PERMIT O O 4060I52.10 4eb0 52.10 0 ICI NEW WINDOWS PER BOA • - AB-11-05-2039 PERMIT • - BL-17-05-2512 VZILI tviN..CtL5 PER BOA • - A5-11-05-2039 PERMIT " - BL-11,25-2512 NEW WINDOWS PER : BOA " - A5-I1-05-2039 PERMIT " - BL-11-05-2512 i : a i 4.i 4 P R O P O S E D F R O N T E L E V A T I O N S C A L E 3 1 6 10 REFE R T O W I ND O W D O O R S C H E D U L E F O R M O R E I N F O R M A T I O N O N W I N D O W S D OO R S N O W O R K A RE A F O R T H I S P E R M I T i O E J i o i W A R V W R i r a A M 7 9 2 r r I A F A I r A i r i i I W A I N M A T N O T I N P E R M I T A r i l i A I A r d l i f f e r A I A P A i r i P R O P O S E D S I D E E L E V A T I O N 1 9 I r R r y Y f 6 L S C A L E 3 1 6 1 0 R E F E R T O W I N D O W D O O R S C H E D U L E F O R M O R E I N F O R M A T I O N O N W I N D O W S D O O R S NO W O R K A R E A F O R T H I S P E R M I T A F A S I V A I W A N I i A t z F V 7 e p r o l W A t o r A Z A C O M 7 2 T f i f I k A r e a r A I A 7 r A r A r A y r A E 4 W o r A r a r A r i z o r d e r 4 5 T P R O P O SE D R E A R E L E V A T I O N S C A L E 3 1 6 1 0 R E F E R T O W I N D O W D O O R S C H E D U L E F O R M O R E I N F O R M A T I O N O N W I N D O W S D O O R S N O W O R K A R E A F O R T H I S P E R M I T N E W H U R R I C A N E I M P A C T W I N D O W S E E SCHED U L E F O R D T L S P E R B O A 4 5 I 1 0 5 2 0 3 9 PE R M I T B L 1 1 0 5 3 3 g o I r I D Q T Y S I Z E L O C A T I O N G L A S S T I N T G R I D S C O N F I G O T H E R B R A N D S E R I E S S T Y L E A 1 7 3 1 2 x 7 4 A 1 7 3 1 2 x 3 7 A 1 1 x 2 3 4 x 7 6 1 3 6 1 2 x 7 3 1 2 I F 0 1 3 6 1 2 x 7 3 1 2 7 3 x 5 0 1 7 3 x 5 0 7 3 x 5 0 3 6 1 2 x 3 7 1 2 1 3 6 1 2 x 3 7 1 2 3 6 1 2 x 3 7 1 2 3 6 1 2 x 3 7 1 2 1 7 2 x 8 3 2 1 8 x 8 3 2 3 1 3 4 x 6 3 1 1 x 2 3 4 x 6 5 1 3 3 x 7 9 1 3 7 x 3 8 3 8 3 7 x 3 8 3 8 1 1 8 x 9 2 1 9 3 x 9 5 1 2 7 5 x 9 5 6 3 x 9 5 3 6 1 2 x 7 3 1 2 1 1 L i b r a r y 1 L i b r a r y 1 L i b r a r y 3 L i v i n g R o o m 4 L i v i n g R o o m 5 B e d r o o m 1 6 B e d r o o m 2 7 B e d r o o m 3 8 B e d r o o m 3 9 B a t h r o o m 3 1 0 B a t h r o o m 1 1 1 B a t h r o o m 2 1 2 D i n i n g R o o m 1 2 D i n i n g R o o m 1 3 B r e a k f a s t 1 3 B r e a k f a s t 1 4 L a u n d r y R o o m 1 5 L a u n d r y R o o m 1 6 K i t c h e n 1 7 F a m i l y R o o m 1 8 L i v i n g R o o m 1 9 F o y e r P a t i o 2 0 M a s t e r B e d r o o m 2 1 M a s t e r B e d r o o m 3 6 1 2 x 7 3 1 2 2 2 M a s t e r B e d r o o m 5 2 x 6 2 2 3 M a s t e r B a t h r o o m 5 3 1 8 x 2 6 2 4 M a s t e r B a t h r o o m I m p a c t R e s i s t a n t I m p a c t R e s i s t a n t I m p a c t R e s i s t a n t I m p a c t R e s i s t a n t I m p a c t R e s i s t a n t I m p a c t R e s i s t a n t I m p a c t R e s i s t a n t I m p a c t R e s i s t a n t I m p a c t R e s i s t a n t I m p a c t R e s i s t a n t I m p a c t R e s i s t a n t I m p a c t R e s i s t a n t I m p a c t R e s i s t a n t I m p a c t R e s i s t a n t I m p a c t R e s i s t a GENERAL NOTES: e R-S I -CODES 1. FLORIDA BUILDING CODE 2014. 2. AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" ACI 530-11 ("ACI 530" ). 3. AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" ACI 318-11 ("ACI 318"). II -MATERIALS UNLESS OTHERWISE SHOWN OR NOTED ON DRAWINGS: 1. CAST -IN -PLACE CONCRETE: SLAB ON GROUND: 4 KSI NORMAL WT. 2. REINFORCEMENT: DEFORMED BARS: WELDED WIRE FABRIC: III - GENERAL ASTM A615, GRADE 60. ASTM A 185. 1. NOTES, TYPICAL DETAILS AND SCHEDULES APPLY TO ALL STRUCTURAL WORK UNLESS OTHERWISE NOTED. FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS OF A SIMILAR NATURE. VERIFY APPLICABILITY BY SUBMITTING SHOP DRAWINGS FOR REVIEW. 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS, ARCHITECTURAL AND MECHANICAL DRAWINGS. IF THERE IS A DISCREPANCY BETWEEN DRAWINGS IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER PRIOR TO PERFORMING WORK. 3. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONAL INFORMATION. 4. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR WATER/DAMPROOFING AND FIREPROOFING DETAILS AND REQUIREMENTS. 5. THESE DRAWINGS DO NOT DEFINE SCOPE OF CONTRACTS. SEE CONTRACT DOCUMENTS. 6. GENERAL CONTRACTOR SHALL COORDINATE THE WORK AND SEQUENCE OF THE VARIOUS TRADES. 7. CHECK FOR SHOP DRAWINGS AND INSPECTIONS OF REINFORCEMENT IN THE FIELD ARE REQUIRED BY THIS OFFICE IF THIS OFFICE IS TO BE HELD RESPONSIBLE FOR THE STRUCTURAL ADEQUACY OF THE CONSTRUCTED BUILDING. 8. SHOP DRAWINGS SHALL BE SUBMITTED, FOR ITEMS NOTED HERIN, TO THE ENGINEER FOR REVIEW AND ACCEPTANCE PRIOR TO START OF ANY WORK ON SUCH ITEMS, RESUBMITTED SHOP DRAWINGS SHALL HAVE ALL CHANGES CLOUDED AND IDENTIFIED. DRAWINGS RESUBMITTED WITHOUT CLOUDS WILL NOT BE REVIEWED. 9. DEVIATIONS FROM CONTRACT DOCUMENTS ARE ONLY PERMITTED WHEN ACCEPTED BY ENGINEER IN WRITING. REQUESTS FOR DEVIATIONS MUST BE SUBMITTED IN WRITING ON CONTRACTOR'S LETTERHEAD. ACCEPTANCE OF SHOP DRAWINGS WHICH INCLUDE DEVIATIONS NOT DETECTED DURING REVIEW OF WORK DOES NOT RELIEVE CONTRACTOR OF RESPONSIBILITY TO CONFORM STRICTLY TO THE CONTRACT DOCUMENTS. 10. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE INCLUDING SAFETY OF PERSONS AND PROPERTY. THE ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW OF WORK DOES NOT INCLUDE THE ADEQUACY OF THE CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. 11. SHORING, BRACING AND PROTECTION OF EXISTING AND ADJACENT STRUCTURES DURING CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. PROTECT AND MAINTAIN THE INTEGRITY OF ADJACENT STREETS, BUILDINGS AND STRUCTURES. 12. ALL EXISTING DIMENSIONS AND LOCATIONS OF EXISTING STRUCTURES SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY FIELD MEASUREMENTS PRIOR TO DETAILING OF SHOP DRAWINGS. FIELD VERIFIED DIMENSIONS ARE ONLY TO BE USED FOR PREPARING SHOP DRAWINGS. ANY DISCREPENCIES SHALL BE REPORTED TO THE ENGINEER. 13. DRAWINGS HAVE BEEN PREPARED BASED ON AVAILABLE KNOWLEDGE OF EXISTING CONDITIONS. PRIOR TO PREPARATION OF SHOP DRAWINGS, CONTRACTOR SHALL VERIFY AND/OR DETERMINE SIZE, LOCATION, CONFIGURATION, ETC. OF EXISTING STRUCTURE EVERY PLACE WHERE NEW CONSTRUCTION IS TO ABUT, ATTACH, CLEAR, ETC. NOTIFY ENGINEER IN WRITING OF ANY AND ALL CONDITIONS WHICH DIFFER FROM THOSE SHOWN ON DRAWINGS. 14. REUSE OR SALVAGED MATERIALS IN NOT PERMITTED UNLESS SPECIFICALLY APPROVED BY ENIGNEER IN WRITING. IV -MASONRY NOTES 1. STRUCTURAL CONCRETE MASONRY, AS SHOWN ON THESE DRAWINGS, SHALL HAVE A COMPRESSIVE STRENGTH (fm) OF 1500 PSI. 2. MASONRY UNITS SHALL CONFORM TO ASTM C90, TYPE II, NORMAL WEIGHT, HOLLOW UNLESS SPECIFICALLY NOTED OTHERWISE ON THESE DRAWINGS, WITH A UNIT STRENGTH AS REQUIRED TO ACHIEVE COMPRESSIVE STRENGTH SPECIFIED ABOVE. 3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S FOR ABOVE GRADE, TYPE M FOR BELOW GRADE. 4. GROUT FOR FILLED CELLS SHALL CONFORM TO ASTM C476 WITH 3000 PSI STRENGTH AT 28 DAYS. GROUT SHALL BE A PLASTIC MIX HAVING A SLUMP OF 9 INCHES +/- 1 INCH. CELLS SHALL BE GROUTED IN INCREMENTS NOT EXCEEDING 4 FEET VERTICALLY. FILL ALL CELLS BELOW GRADE. 5. VERTICAL REINFORCING SHALL BE ASTM A615, GRADE 60 DEFORMED BARS. MINIMUM LAP SPLICES SHALL BE AS FOLLOWS: 5 BARS - 2'-6" 6. HORIZONTAL REINFORCING SHALL BE NO. 9 GAGE WIRE CONFORMING TO ASTM A82 AND SHALL BE PLACED EVERY OTHER COURSE U.O.N. 7. ALL BLOCK SHALL BE PLACED IN RUNNING BOND. 8. VERTICAL CELLS TO BE GROUTED SHALL PROVIDE VERTICAL ALIGMENT SUFFICIENT TO MAINTAIN CLEAR,UNUBSTRUCTED CONTINOUS, VERTICAL CORE MEASURING NOT LESS 2X3 INCHES. V-DEMOLITION 1. EXTREME CARE MUST BE USED DURING ALL NEW EXCAVATION, FOUNDATION AND DEMOLITION WORK SO AS NOT TO UNDERMINE ANY OF THE EXISTING FOUNDATION THAT MUST REMAIN. 2. DEMOLITION PROCEDURES, SHORING REQUIREMENTS, SEQUENCES, TECHNIQUES, ETC. EITHER GIVEN IN OR IMPLIED BY THESE DRAWINGS ARE SUGGESTIONS ONLY. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE PROTECTION, STABILITY, INTEGRITY, ETC. OF EXISTING AND NEW STRUCTURES DURING EXECUTION OF THE WORK. 3. CONTRACTOR SHALL PERFORM ALL WORK IN SUCH A MANNER AS TO PROTECT EXISTING AND ADJACENT STRUCTURES AND BE RESPONSIBLE TO PROPERLY REPAIR ANY DAMAGE WHICH OCCURS AS A RESULT OF HIS WORK. 4. CONTRACTOR SHALL REPAIR ALL DAMAGE TO STREETS, SIDEWALKS, UTILITY LINES OR ANY OTHER PUBLIC OR PRIVATE PROPERTIES RESULTING FROM THE EXECUTION OF THE WORK AT NO COST TO THE OWNER OR ENGINEER. 5. CEASE OPERATIONS AND NOTIFY OWNER AND ENGINEER IMMEDIATELY IF SAFETY OR INTEGRITY OF STRUCTURE APPEARS TO BE ENDANGERED. PROPERLY BRACE AND SUPPORT STRUCTURE BEFORE RESUMING OPERATIONS. 6. NOTIFY OWNER AND ENGINEER IMMEDIATELY IF ANY PORTION OF EXISTING STRUCTURE WHICH IS NOT TO BE DEMOLISHED IS DAMAGED. CONTRACTOR SHALL PAY FOR ALL REPAIR COSTS, INCLUDING DESIGN AND INSPECTION EXPENSES. 7. DO NOT CUT OR ALTER ANY STRUCTURAL MEMBERS WITHOUT WRITTEN AUTHORIZATION OF THE ENGINEER UNLESS INDICATED ON THE STRUCTURAL DRAWINGS. 8. ALL EXISTING DIMENSIONS (DISTANCES, ELEVATIONS AND MEMBER SIZES) SHOWN ON THE DRAWINGS SHALL BE CHECKED BY MEASUREMENT IN THE FIELD. VI -SLAB ON FILL NOTES PLACED ACCORDING TO ACI 302) 1. SLABS ON GROUND SHALL BE PLACED ON SELECT GRANULAR FILL COMPACTED TO 95 PERCENT MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557). 2. CONTRACTOR MUST VERIFY THE ACCURACY OF ALL EXISTING CONDITIONS WHICH MAY IMPACT THE AMOUNT AND SEQUENCE OF WORK. VII -DESIGN CRITERIA WIND LOADS PER ASCE 7-10 RISK CATEGORY II EXPOSURE 'C' WIND VELOCITY: 175 MPH. PRESSURES FOR WALLS, WINDOWS, DOORS & PAT-t?S p=qh*(GCp-GCP1) (Equation 30.4-1) Area Zone 4 Zone 5 Positive Negative Positive Negeii•: e 10 SF 66.8 psf 72.4 psf 66.8 psf 89.4 psi 20 SF 63.8 psf 69.4 psf 63.8 psf 83.4 psi 30 SF 62.0 psf 67.7 psf 62.0 psf 79.7 psi 50 SF 59.8 psf 65.5 psf 59.8 psf 75.5 psi 250 SF 52.8 psf 58.5 psf 52.8 psf 61.5 p. 500 SF 49.8 psf 55.5 psf 49.8 psf 55.5 psi Zone 5 is defined as any door or window within o' from any corner of the building. All other I0C0ii0f2Se Zone 4. a= 6 ft Pressures given are Ultimate (1.0W) For Design Loads, multiply given Ultimate pfesv.xei by o factor of 0.6 VIII -CONCRETE NOTES 1. ALL CONCRETE WORK INCLUDING CONCRETE SHOWN ON ARCHITECTURAL AND MECHANICAL DRAWINGS , SHALL COMPLY WITH ACI 301-10 "SPECIFICATIONS FOR STRUCTURAL CONCRETE' 2. WORK SHALL ALSO CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS OF THE FOLLOWING ACI DOCUMENTS: 211.1 ,211. 2 , 214,304R, 304.2R, 304.5R, 309R, 308, 302.1 R, SP-66, 117, 347R. 3. SHOP DRAWINGS, PREPARED IN ACCORDANCE WITH THE ACI DETAILING MANUAL, SHALL BE SUBMITTED FOR ALL REINFORCING STEEL. 4. CONCRETE DESIGN MIXES SHALL BE PREPARED IN ACCORDANCE WITH ACI 318 ARTICLE 5.3 AND SUBMITTED FOR REVIEW AT LEAST 7 DAYS PRIOR TO THE START OF CONCRETE WORK. MAXIMUM WATER/CEMENT RATIOS BY WEIGHT: 0.50 FOR NORMAL WEIGHT, 0.55 FOR LIGHTWEIGHT, EXPOSED CONCRETE SHALL BE AIR ENTRAINED. 5. SAMPLES FOR STRENGTH OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN NOT LESS THAN ONCE PER DAY, NOR LESS THAN ONCE FOR EACH 50 CUBIC YARDS OF CONCRETE, NOR LESS THAtk ONCE FOR EACH 5,000 SQ.FT. OF SURFACE AREA FOR SLABS OR WALLS. TESTING SHALL BE PERFORMED ACCORDING TO A.S.T.M. C-39 6. REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER AS FOLLOWS, IN DRAWINGS: CONCRETE POURED AGAINST EARTH 3" CONCRETE EXPOSED TO EARTH OR WEATHER: 5 OR SMALLER 1%2' 6 OR LARGER 7' CONCRETE NOT EXPOSED TO WEATHER OR IN CONRACI WITH GROUND: COLUMNS (TIES AND MAIN REINFORCING) SLABS, WALLS, JOISTS, # 11 OR SMALLER %" BEAMS (STIRRUPS AND MAIN REINF) 1%2' CLEAR COVER SHALL BE CLEARLY SHOWN ON ALL REBAR DETAIL DRAWINGS. 7. ALL REINFORCEMENT SHALL BE SECURELY HELD IN POSITION WHILE PLACING CONCRETE. IF NECESSARY, ADDITIONAL BARS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT. ALL ACCESORIES TO HAVE UPTURNED LEGS AND BE PLASTIC DIPPED AFTER FABRICATION. 8. DIMENSIONS "Ld" AS NOTED ON DRAWINGS SHALL CORRESPOND TO THE FOLLOWING LENGTHS IN INCHES AS SHOWN IN THE TABLES BELOW. FOR fc = 4000 PSI: BAR SIZE Ld 3 20" 4 26" 5 32" 9. ALL LAP SPLICES SHALL BE 1.3Ld UNLESS NOTED OTHERWISE. JORDIM ENGINEERING FLORIDA CAM 29441 12241 SW 100ST MIAMI, FL 33186 JPJ 305-523-9406 JFJ 305-32382'e Raimundez-Spellacy Nrchitects 7670 SW 132 Place Miami, Florida 331,33 05-456-2707 a 12(Ijn169 W Q ~ CCO D Z I- J U Q D CL W ZVW C.D WINDOW/DOORMODIFIEDOPENINGS FONTRESIDENCE 801ALMERIAAVENUECORALGABLES, FL33134 DRAWN V.G.G. CHECKED V.G.G. DATE 6-13-17 PROJ. N0. 1703 REVISIONS SHEET Vanessa Grill ez, PE Florida P.E. #69304 S-1 J J U 3 J • V 1 a O ELEVATION - SIDE SCALE: N.T.S. EXISTING TIE BEAM TO BE VERIFIED IN FIELD 6" EM: D SILL RE 1 FLt TYP. NEW CONCRETE STEPS. SEE DETAIL 2/S-2. 3 NOSING BAR TYP.) SEE ARCH. FOR DIMS. EXISTING FLOOR SLAB NEW 4" CONCRETE SLAB ON COMPACTED FILL W/ #3 Q12" E.W. SECTION - NEW ENTRY STEPSCr.). SCALE: N.T.S. WINDOW/DOOR OPENING SEE ELEVATIO 1-#5 VERTICAL BAR ADJACENT TO OPENINGS REMOVE FACESHELL OF EXISTING CMU TO PLACE REINFORCING BARS AND SOLID GROUT TO FILL i 1- #5 VERTICAL BAR ADJACENT TO OPENINGS REINF. AROUND OPENINGSG-D, SCALE: N.T.S. i NEW 9OR SEE q l) \ PSF] i i NEW SILL i EMBED —1 ILL REINF..!' TYP.) 411A MAC T vin NEW W NDOW SEEEARCH) b2 PSF] 68 0 PSF] EQ. I,.:o9)11)l EQ. NEW SIL TYPICAL AT ALL GROUTED CELLS: DRILL AND EPDXY ONE (1) #5 DOWEL WITH 5" MIN. EMBED INTO EXISTING TIE BEAM USING SIMPSON SET EPDXY OR APPROVED EQUAL; TAKING CARE NOT TO CUT EXISTING REINFORCEMENT. B.O. ISTINGA STRU URE c4) Q J S i r 6" P J FILL OPENING FROM DOOR USING CMU REINF #5 LOCATED AS SHOWN AND PER DETAIL 5/S-2. TYPICAL AT ALL GROUTED CELLS: DRILL AND EPDXY ONE (1) #5 DOWEL WITH 5' MIN. EMBED INTO EXISTING STRUCTURE USING SIMPSON SET EPDXY OR APPROVED EQUAL; TAKING CARE NOT TO CUT EXISTING REINFORCEMENT. CONNECTION TO EXISTING (oWINDOW) SCALE: N.T.S. J FILL OPENING FROM DOOR USING CMU REINF #5 LOCATED AS SHOWN AND PER DETAIL 5/S-2. GARAGE DOOR TO REMAIN LEGEND DENOTES FILLED CELL WITH 1-#5 VERTICAL ; REFER IO DEWS 3/S-2.4/S-2 AND 7/S-2. 2. [....] DENOTES UNFACTORED (ULTIMATE) WIND PRESSURES.FOR raGiiPRESSURES, MULTIPLY GIVEN ULTIMATE PRESSURES BY A FACTOR OF 0.6. 3, IF EXISTING CONDITIONS ARE FOUND TO VARY FROM ASSUMPEONS MADE IN THIS DOCUMENT, NOTIFY THE ENGINEER OF RECORD IMMEDIATELY. 4, DIMENSIONS SHOWN ARE TO BE VERIFIED BY ARCHITECT. ARCH? CI SHALL NOTIFY ENGINEER IF ROUGH OPENINGS ARE LARGER THAN THOSE SHOWN ON T1fIS RAN. 5. DENOTES NEW WINDOW OR DOOR. REFER TO ARCHITECTURAL DRAWINGS. to J •• • J • • • J u J • J J U 1 • U U • J • + • U TYPICAL AT ALL GROUTED CELLS: DRILL AND EPDXY ONE (1) #5 DOWEL WITH 5" MIN. EMBED INTO EXISTING TIE BEAM USING SIMPSON SET EPDXY OR APPROVED EQUAL; TAKING CARE NOT TO CUT EXISTING REINFORCEMENT. B.O. ISTING STRU URE I NEW MASONRY SILL GROUT SOLID W/ 2-#5 REINF. BAR AT BOTT W/ STD. HOOK INTO ADJACEN CELLS TYPICAL AT ALL GROUTED CELLS: DRILL AND EPDXY ONE (1) #5 DOWEL WITH 5" MIN. EMBED IN EXISTING STRUCTURE USING SIMPSON SET EPDXY OR APPROV EQUAL; TAKING CARE NOT TO CUT EXISTING REINFORCEMENT. CONNECTION TO EXISTING (® DOOR) SCALE: N. T. S. a a a a a. 61 • • •• • as R-S R. und4z-Spellacy Architects 7670 Sly' 132 Place 3.iiami, Florida 33183 305-496-2707 AA26002169 EXISTING STRUCTURE TO BE VERIFIED IN FIELD; IF VARIATION TO WHAT IS SHOWN IS FOUND, E.O.R. SHALL BE NOTIFIED PRIOR TO REBAR INSTALLATION U NEW MASONRY SILL GROUT SOLID W/ 2-#5 REINF. BAR AT BOTT W/ STD. HOOK INTO ADJACENT CELLS 5 VERTICAL REBAR W/ STD. HOOK INTO SILL; GROUT CELL SOLID TYPICAL AT ALL GROUTED CELLS: DRILL AND EPDXY ONE (1) #5 DOWEL WITH 5" MIN. EMBED INTO EXISTING STRUCTURE USING SIMPSON SET EPDXY OR APPROVED EQUAL; TAKING CARE NOT TO CUT EXISTING SLAB REINFORCEMENT. SECTION BELOW WINDOW SCALE: N.T.S. F •1: MASTER BATHROOM UBRA.R t 4AS iEr2 eFls( REFERENCE PLAN SCALE: N.T.S. VAN: it:TA FAMILY ROOM BEDROOM # t LAUNDRY ROOM F41• N GARA £ BREWAST AREA DINING fi4 BArrir2000 /2 BArrv`cJ:al /1 BArr,BC•:•1 /3 BEDROOM p3 l EXIST. DOOR TO BE REMOVED AND REPLACED BY A WINDOW OF SAME WIDTH. 3 L-SHAPE BARS 18"L x 18" L TYP. AT CORNERS NEW CONCRETE STEPS AND SLAB ON COMPACTED FILL. SEE 2/S-2 FOR DETAILS. EXIST. WINDOW TO BE REMOVED AND REPLACED BY A DOOR OF SAME WIDTH. JORDIM ENGINEERING FLORIDA CA4 29461 12241 SW 103ST MIAMI, FL 33186 IPI 305-523-9436 1f l 305-326840 J Q Z cr0J D < U j w w w WINDOW/DOORMODIFIEDOPENINGS RESIDENCE z O 801ALMERIAAVENUECORALGABLES, FL33134 DRAWN V.G.G. CHECKED V.G.G. DATE 06-13- 17 PROJ. NO. 1514 REVISIONS 0 8/7/17 A 9/13/ 17 SHEET S-2 Vanessa Grillo -Gomez, PE Florida P.E. #69304 O J J J J J J E X I S T I N G T I E B E A M T O B E V E R I F I E D I N F I E L D O E L E V A T I O N S I D E S C A L E N T S N E W D O O R S E E A R C H 5 8 9 P S F 6 4 5 P S F 6 E M B E D S I L L R E I N F J T Y P N E W C O N C R E T E S T E P S S E E D E T A I L 2 S 2 N E W W I N D O W SEE A R C H 6 2 3 P S F 6 8 0 P S F 0 E Q E Q N E W S I L L F I L L O P E N I N G F R O M D O O R U S I N G C M U R E I N F 5 L O C A T E D A S S H O W N A N D P E R D E T A I L 5 S 2 G A R A G E D O O R T O R E M A I N L E G E N D e D E N O T E S F I L L E D C E L L W I T H 1 5 V E R T I C A L R E H R T O r E I A J S 3 i y 2 A N D 4 S 2 2 D E N O T E S U N F A C T O R E D U L T I M A T E W I N D P R E S S U R E S E r R D S G 1 P R ES S U R E S M U L T I P L Y G I V E N U L T I M A T E P R E S S U R E S B Y A F A C T O R O F 0 6 3 I F E X I S T I N G C O N D I T I O N S A R EFOUND T O V A R Y F R O M A S v a J 0 2 T i O N S t A A D E I N T H I S D O C U M E N T N O W T T H E E N G I N E E R O F R E C O R D I M M E D I A T E L Y E Y a 1 E S d 0 t 6 S H O W N A R E T O B E V E R I F I E D B Y A R C H I T E C T A S c C H T C T S H A L L N O T I F Y E N G I N E E R I F R O U G HO E t r t t G S A R E L A R G E R T H A N T H O S E S H OWNO NT iISLANz 0 D E N O T E S N E W W I N D O W O R D O O R R LEGEND 4 4 u V 9 00 R-S EXISTING TIE BEAM TO BE VERIFIED IN FIELD O CDELEVATION - SIDE SCALE: N.T.S. O NEW DOOR SEE ARCH) 58.9 PSF] PSF) NEW CONCRETE STEPS. SEE DETAIL 2/S-2. NEW WINDOW SEE ARCH) 62.3 PSF] 68.0 PSF] EQ. EQ. FILL OPENING FROM DOOR USING CMU REINF #5 LOCATED AS SHOWN AND PER DETAIL 5/S-2. GARAGE DOOR TO REMA14 1. • DENOTES FILLED CELL "MTH 1•i 5 VE2TRCAL ; REFER 10 £:TAPS 3/S-2 AND 4/S-2. 3. DENOTES UNFACIORED (ULTIMATE) " (IND PRESSURES_ FOR DESIGN PRESSURES, MULTIPLY GIVEN ULTIMATE PRESSURES 3Y A FACTOR OF 0.6. IF EXISTING CONDITIONS ARE FOUND TO VARY FROM ASSUMPT/Ot6..4ADE IN THIS DOCUMENT, NOTIFY THE ENGINEER OF RECORD 1.+4, E.4YAIELY. 4, DIMENSIONS SHOWN ARE TO BE VERIFIED 3.f ARCHITECT. ARCHT CT SHALL NOTIFY ENGINEER IF ROUGH OPENINGS ARE LARGER THAN THOSE SHOWN ON T'r-LS PLAN. 5. DENOTES NEW WINDOW OR DOOR. REFER TO ARCHITECTURAL +:RAWINGS. O 0 0 9 9 0 9 9 00 00 00 9 00 O 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 j D 0 0 0 000 000 000 0 JOG 0 9 0 o 0 O 0 0 J w 0 a 9 9 0• 9 9 B 9 3 NOSING BAR TYP.) EXISTING FLOOR SLAB NEW 4" CONCRETE SLAB ON COMPACTED FILL W/ #3 Q12" E.W. SECTICN - NEW ENTRY STEPS 2 SCALE: N.T.Si WINDOW/DOOR OPENING SEE ELEVATION 1-#5 VERTICAL BAF ADJACENT TO OPNINGS REMOVE FACESHELL OF EXISTING CMU TO PLACE REINFORCING BARS AND SOLID GROUT TO FILL 1- #5 VERTICAL BAR ADJACENT TO OPENINGS REINF AROUND OPENINGS SCALE: N•TS. B.O. STRU TYPICAL AT ALL GROUTED CELLS: DRILL AND EPDXY ONE (1) #5 DOWEL WITH 5" MIN. EMBED INTO EXISTING TIE BEAM USING SIMPSON SET EPDXY OR APPROVED EQUAL; TAKING CARE NOT TO CUT EXISTING REINFORCEMENT. ISTING n !1 URE D a g o S CV S 1 f> S f TYPICAL AT ALL GROUTED CELLS: DRILL AND EPDXY ONE (1) #5 DOWEL WITH 5" MIN. EMBED INTO EXISTING FOUNDATION (SIM. 6/S-2) USING SIMPSON SET EPDXY OR APPROVED EQUAL; TAKING CARE NOT TO CUT EXISTING REINFORCEMENT. CONNECTION TO EXISTING SCALE: N.T.S. EXISTING FOUNDATION TO BE VERIFIED IN FIELD; IF VARIATION TO WHAT IS SHOWN IS FOUND, E.O.R. SHALL BE NOTIFIED PRIOR TO REBAR INSTALLATION C5D NEW MASONRY SILL GROUT SOLID W/ 2-#5 REINF. BAR AT BOTT 5 VERTICAL REBAR W/ STD. HOOK INTO SILL; GROUT CELL SOLID TYPICAL AT ALL GROUTED CELLS: DRILL AND EPDXY ONE (1) #5 DOWEL WITH 5" MIN. EMBED INTO EXISTING FOUNDATION USING SIMPSON SET EPDXY OR APPROVED EQUAL; TAKING CARE NOT TO CUT EXISTING SLAB REINFORCEMENT. SECTION BELOW WINDOW SCALE: N.T.S. ij AIASTER BATHROOM LIBRARY MASTER BEDROOM REFERENCE PLAN SCALE: N. T. S. JANC; ROOM FAMILY ROOM BEDROOM N1 LAUNDRY ROOM BEDROOM /2 GARAGE BREAKFAST MFSA DINING RN BATHROOM /2 BATHFOGI /: BATHROOM E} 3..*CAI #3 EXIST. DOOR TO BE REMOVED AND REPLACED BY A WINDOW OF SAME WIDTH. 3 L-SHAPE BARS 18"L x 18" L TYP. AT CORNERS NEW CONCRETE STEPS AND SLAB ON COMPACTED FILL. SEE 2/S-2 FOR DETAILS. EXIST. WINDOW TO BE REMOVED AND REPLACED BY A DOOR OF SAME WIDTH. JORDIM ENGINEERING FLORIDA CAi 29661 12241 SW 100 ST MIAMI, FL 33186 P) 395-523-9496 IF) 3C6'Ji1' 13„airrw4dez-Spellacy Architects 9 a 0 0 7670 SW 132 Place Miami, Florida 33183 305-496-2707 AA26002169 WINDOW/DOORMODIFIEDOPENINGS FONTRESIDENCE 801ALMERIAAVENUECORALGABLES, FL33134 DRAWN V.G.G. CHECKED V.G.G. DATE 06-13-17 PROD. NO. 1514 REVISIONS F SHEET S-2 Florida P.E. #69304 C i t y o f C o r d G a b l e s A B 1 7 1 1 1 6 9 4 D e v e l o p m e n t S e r v i c e s 8 0 1 A L M E R I A A V E I i i i e F I N A L F o l i o 0 3 4 1 1 8 0 0 1 0 2 7 0 P e r m i t D e s c r i p t i o n R E S I D E N T I A L L A N D I N G S T R U C T U R A L W O R K F O R W I N D O W S D O O R S N O T E W I N D O W S D O O R S U N D E R S E P E R A T E P E R M I T A B 1 7 0 5 2 0 3 9 B L 1 7 0 5 2 5 1 2 8 0 0 0 A p p r o v e d S e c t i o n B y D a t e O B O A R D O F AR C H 0 B O A R D O F A R C H 0 M E D B O N U S 0 M E D B O N U S I l e A D M I N A P P R O V A L C r a g L 4 M e r t 4 T h e B o a r d o f A r c h i t e c t s i s r e s p o n s i b l e f n t JORDIM ENGINEERING, LLC 12241 SW 100 ST, Miami, FL 33186 vggomezPjordim.com Font Residence 801 Almeria Coral Gables, FL Nh 'Structural Calculations J05-5 3:-40 Wind Calculations 1-2 CMU Design 3-4 Concrete Slab Design 5 Vanessa Grillo FL. PE#69304 SI (11 ez, PE Jordim Engineering, LLC Project Name: Font Resi nee:801amela •; ••; Project Number. 1514 ; Qdte: 4/124 7 Prepared by. VG • . ' Page: ‘.4 .:. .: • PER FBC 2015 - FOR MIAMI DADE COUNTY, RISK CATEGORY II: V = 175 mph Per ASCE7-10: Risk Category II, Exposure C Kd = 0.85 Kz = 0.85 Kzt = 1.00 G = 0.85 Table 26.6-1 Table 30.3-1 z < 15 ft Figure 26.8-1 Pressure, qh=566 psf (Equation 30.3-1) For an ENCLOSED structure: GCPi= (+/-) 0 (Table 26.11-1) J o r d i m E n g i n e e r i n g L L C P r o t e c t N a m e F o n t R e s i d e n c e 8 0 1 4 i m e r a P r o j e c t N u m b e r 1 5 1 4 E lat e 6 1 2 1 7 P r e p a r e d b y V G P t e 4 C o m p o n e n t s a n d C l a d d i n g p e r A S C E 7 1 0 F i g u r e 3 0 4 1 R e f e r e n c e s A l l r e f e r e n c e s a r e t o A S C E 7 1 0 W a l l s w i t h h 5 6 0 f f E n c l o s e d P a r t i a l l y E n c l o s e d B u i l d i n g s P o s i t i v e Z o n e 4 8 5 G C p A r e a 1 0 0 1 0 S F 0 9 5 2 0 S F 0 9 2 3 0 S F 0 8 8 5 0 S F 2 5 0 S F 0 7 5 0 7 0 5 0 0 S F P r e s s u r e q h G C P i N e g a t i v e Z o n e 4 G C p A r e a 1 1 0 1 0 S F 1 0 5 2 0 row-- - so' A-,Mw_f-t A a X ;p u 12" X spa Tb rAv UVl On+ x 2_ + 10.b) 0b) 3(o" A F = 10?2X 89) = l02 tijl01),ow sip. 4 72.11. 6bsito t 4° N0 AvrYZt n1 N I,;1S x 03" 31-1S-s' r V"i 5! 1 1 t N 0 P N g#4.%i..fr N -. - Pvelf: ' 3 cod x 14= 4_141.1 5 i? 77. t Off, 0,U7(71Z.4) I 1 + 01.E PO - 1,1F4,U 91/w 3tt," vict sr, h. t v'tA' = . (q-514) (3 %tit) x 2°I2_ . *1- - 3sol 1 4v5 a) 32'' _ ; 12 , es -7 1 w) PT DP_ Oft, i • Simpson Strong -Ties Ancnorina . Fastening Systems for Concrete and Masonry 0 0 G 1/5 SIMPSON 2 a 0 m 0 SET Design Information - Concrete SET Allowable Shear Loads for Rebar Dowels in Normal -Weight concrete Rebar Size No; nun) 4 12.7) 6 19.1) 7 f 220 I. tia 25A) 4% 108) 6 152) 6% 6% 162) (162) 7% , 7% gays (191) ( 191) 238) 6% 071) 10% 10% 1 1Q% ( 257) ( 257) 286) 7% i i 187 a 11 4y{ 1 i 13% '' 334 } 9 58,880 114 ( 22'9)(281.8) 13% 13% 15 (343) (343) 58,880 381) i• Allow. lb. (kN) 3,790 16.9) 3,790 16.9) 6,060 27.0) 8,300 36.9) 8,300 3E8) 11,755, 52 11,755:, t 52,3)_ 14,720 6`5) 14,720 j ( 855 , I10% 'l { , t' • T. 58,880,.`," 1 1,487 ; > - '14,720, 2r- 7),.e i52.4 15%. L. .:,(7461:) j16%, j t j - ( f4., # 11 v. 65,840 10 (2) 16% 167b (72) 31. 8) ' 18 3Y{ (429) (429) 65.840 16,460 j 12 s 11 4(314) 18§ri 18ifr r Shear nitased on Concrete Erlge„Distance 1, 2 2,000 psi (13.8 fviPa Concrete. Ultimate Std. Del. 15, 156 67. 4) 15, 156 67. 4) 542 2. 4) 24, 245 1,121 107. 6) (5.0) 24, 245 107. 8) 33, 195 2314 147. 7) (10.3) 33, 195 147. 7) 47 7- i.: 2227, 1) - ;, PA . 47, 017 • 261. 9) 34, 14fi 2U f4. (473) *::"(473) _W..,....... 0 . 81,400 i .., 476) ( 292.9) (73,2) f ; 81,400 }-9,596' . ;20;350 362i) ( 90.5) t 1 1. Alowable load must be the lesser of the load -based -on concrete edge distance or steel strength. 2. The allowable loads based on concrete edge dstance are based on a safety factor of 4.0. 3. Refer to allowableload-adjustment factors for spacing and edge distance on pages 117 and 119. 4. Refer to in-service temperature Sensitivity chart for allowable load adjustment for temperature. 5. Anchors are permitted to be used within fire -resistive construction, tion, provided the anchors resist wand « seismic loads only. For use infire -resistive construction, the anchors can also be permitted to be used to resist gravity bads, provided special consideration has been given to fire -exposure conditions. Sea Load Base 713 el Stren 3, 060 13. 6) 4, 740 21, 1) 6, 730 28• 9) 9, 180 40. 8) = 12, 085 53. 8) 15, 300 68. 1) 19, 430 86. 4) w= 01`1S(010 12,4-=33*/pT rim tA) See page 12 for an explanation of the load table icons. 23, 870 106. 2) . s Adhesive AnchorsOlt ed fG = 0 00 ( 00 (.54,) 21 1 r 109 Fo N T - 6O1 trIM'l or ,Joe,D t NI , ENG-. S LAt 0(.0 M Pft-v« ri IAA} SiVl1VI 100 R2 02) (4) - O OiNp ttAzIfiT 111KX Wifr?--SPA-CA N G - _ • 3 (y) _ 121/ r 1 woo • 515 I04 e ot . r I. JORDIM ENGINEERING, LLC 12241 SW 100 ST, Miami, R. 33186 vaaomezOlordim.com Font Residence 801 Almeria Avenue Coral Gables, FL 33134 Permit #: RV-17-07-1401 Response to Structural Comments S052523-9406 3. S-2: Address new concrete sill at bottom of new door opening/anchor to existing interior slab to resist lateral loads from doorsill. COMMENT REMAINS - MASONRY STEM WALL BELOW NEW DOOR MUST BE CAPPED OFF WITH 8FT LONG CONCRETE SILL ABLE TO RESIST LATERAL LOADS FROM DOOR. PLEASE INDICATE AND EITHER DESIGN TO SPAN BETWEEN JAMBS (DOWELS REQUIRED) OR DOWEL TO EXISTING CONCRETE FLOOR SLAB. PLEASE NOTIFY THE REVIEWER UPON RESUBMIITAL FOR EXPEDITED PROCESSING Refer to Detail 7/S-2. Additional Calculations 1 Page, attached. essa Gn FL. PE#69304 04(SI11 MIN T_- -01 PAWA 0,EAN G two" 114 fr: • • up" - S .1,s 51,1/1) s (?a l Z n44)(i fivoH , PAY, cA-.(4 5 - 31 1 Zo f o,`- i 2i.14$- y)r--2 D12-, 102: 12,90;I z z 9-11 pv, L 5vA r A\gyp, -L,,, j 1( /, v-/ . 1- t sr z,, Mm)6 OM *4- ko_f9i wr 0 t0(qtfri 1=-1, 0 r+n a-' 203/210 pAn: k6-ti Ld='61z) - OZ,o *NI' Mnn+i. _ JORDIM ENGINEERING, LLC 12241.SW 100 ST, Miami, FL 33186 vggomezOiordim.com Font Residence 801 Almeria Avenue Coral Gables, FL 33134 Permit #: RV-17-07-1401 3d5-523-9406 Response to Structural Comments 1. S-2: Detail 4: remove masonry below concrete beam/lintel. Detail has been revised to show existing conditions. Top of new window elevation matches the bottom of existing concrete beam/lintel (as shown in elevation 1 /S-2). The existing concrete beam/lintel shall remain. Detail 4/S-2 has been revised to reflect field conditions. Contractor has confirmed (in the field) that the top of new window elevation matches the bottom of existing 12" deep concrete beam/lintel. 2. S-2: Detail 5: (i) interior slab at existing door opening likely extends over the block below - reinforcement should be anchored to slab (ii) provide 8x8 concrete lintel with 2#5/specify anchorage at ends. i) Detail 5 has been revised to show anchoring into existing concrete slab. iii) Top of new window elevation matches the bottom of existing concrete beam/lintel (as shown in elevation 1 /S-2). The existing concrete beam/lintel shall remain. Detail 4/S-2 has been revised to reflect field conditions. 3. S-2: Address new concrete sill at bottom of new door opening/anchor to existing interior slab to resist lateral loads from door sill. Regarding sill under new door opening, the bottom of the new door frame will be attached to the existing concrete slab (i.e. no new sill is necessary). The width of the new door is the same as the width of the opening left behind by the existing window. Regarding new sill under new window, refer to Detail 4/S-2 and 5/S-2. Also, refer to attached calculations. Additional Calculations 4 Pages, attached. Vanessa Grillo FL. PE#69304 1 OT - ),01 AvtiA A 1\IEW W lOvow f Loh,5" w x log" 2 Tug kiDF- = 2 ( c _ 97.47' 2. q2.' 0 11.4 pOF 0,0) -- V4 V r Ipp?ir ENG. • . X1 71 op6'I w &• T fiWUittw = 402y7.: c- . . w SUt-Th Ti LE. go 6 F o F: 13t,-.14 - D12 -v42 bupooF- CwrE PU1F. Mr yucr 1 gijF go:0FtN i010F W i n b 2!) fly y b" 61;151W-f > ; lv x- 'ZS ;f 1 z- poky = ,39 012m)C-Lifra5i J1) 5e4F we.frr-T Luokt..= riA(.1?/29)(71.9-451i- ktuvukbyr-; a b io cr s Tr m- vuo wf07T - i v srr? s s 10 W t 5it'.iv F.e I N (-- I tos 8 P z Y IfOr talz2( Z No xZ uh 25 ,Isoo) (,i — y! 11 ti4 ' = 3 %) ; _ 'Ll , Li 8 0. 171 1142- I Vl is 11C c-tiu) 021 Jliip? SX12.4,1 01010- 1! - ; U,20'? 2; t _ 0Z ; fI - FD 0T - v61 fri,m EgA N J14-171M E-N Cr 2-/4 Pr) 0,*21 x s. ... . f . 5 fib = z 1:aztaixrz) 61/.. ow ci,z c J z x x /L 212- 5- co Cho u-T-E3) . c Aw u3 urvt) W .gcv Gu I,1t't"1 p N S v\1 - 3, o1 - t .it) 2 VJMNP 0 1(.0 (1V-6-0 2RZ_ a t y = o)c(609 D V .v low No : o T— Z5) AS00 2O Iin o14-- 011, OAS 1/. t 5 ( r t_. L s M MA)--; to A = 3, 1P1 x 5 / Vt q ;-7_3 2 Zn NE 4' p -IO• — i2 N d=l, tals -(, St 1h b=, togs , Mva= As 4-16 LI -112) = 1)9)tx 000 -2,042 cl,Sivio; 4.1in V--YN a), chNic M m"• 3 10- 7 No* z. V . =mil 5l 2 . Set 5P W N oF: va-Toe. I l\ 1 UN 9E42. WIN Da U0 Pe-tOJT0t4T) 0dv x72, 0 ,"7 #f} inn n to l 41- c() r''!R- = 10,,1041 t+MMAx. 21,004- > vmt,x m, 11. L. 4. 1tAy,1 rt"ui trt-r NI-01% T. fib+ OF. t e u J o r d i m E n g i n e e r i n g L L C P r o j e c t N a m e P r o j e c t N u m b e r P r e p a r e d b y F o ntR o V e n c r A t m e r i y i 1 1 1 4 D o 3 e 6 1 2 L 7 V G P 3 C o m p o ne n t s a n d C l a d d i n g p e r A S C E 7 1 0 F i g u r e 3 0 4 1 R e f e r e n c e s A l l r e f e r e n c e s a r e t o A S C E 7 1 0 W a l l s w i t h h 5 6 0 f t E n c l o s e d P a r t i a l l y E n c l o s e d B u i l d i n g s P o s i t iv e Z o n e 4 5 G C p A r e a 1 0 0 1 0 S F 1 3 6 S F 0 9 8 0 9 2 r 2 8 S F 0 8 6 6 2 S F 6 7 5 2 5 0 S F 7 5 7 0 5 0 0 S F P r e s s u r e q h G C P i N e g a t i v e Z o n e 4 G C p A r e a 1 1 0 1 0 S F 1 0 8 1 3 6 S F 1 0 2 2 S o r p s o n S t r o n g T i e A n t f t r o p v F a s t e r v r g S y s e r r s f o r C c o rcrsaeliM g s t a n r y o 0 0 0 S IM P S O N S E T D e s i g n I n f o r m at i o n C o n c r e t e u x S E T A l l o w a b l e S h u r b a d s f o r R e b e r D o w e l s I n N o m a I W e l c j i F a a r c a s e I t l t a r c a d B a s e d o r a R t 5 9 c n r i n Re b a r S i e n o 8 4 1 2 7 3 1 r 4 C r l l o o t E d g e D r z t 6 1 6 2 1 6 4 1 5 2 4 i I r y 8 8 6 1 7 1 1 0 1 9 1 1 1 Y 7 2 8 6 W 4 1 1 3 4 1s 1 1 A l l o w a b l e l o a d m u s t h e t h e W e e r o f t h e t o a d b a s e d o n c o n c r et e e d g e d a r a c e o r s t e e l s t r e n g t h 1 2 T h e a l l o w a b l e l o a d s b a s e d a n c o n c r e t e e d g e d i s t a n c e a r o b a s e d a n as a f e t y f a c t o r o f 4 0 3 R e f e r t o a l lo w JORDIM ENGINEERING, LLC 12241 SW 100 ST, Miami, FL 33186 vggomez0jordim.com Font Residence 801 Almeria Avenue Coral Gables, FL 33134 Permit #: RV-17-07-1401 na5-523-9406 Response to Structural Comments i. S-2: Detail 4: remove masonry below concrete beam/lintel. Detail has been revised to show existing conditions. Top of new window elevation matches the bottom of existing concrete beam/lintel (as shown in elevation 1 /S-2). The existing concrete beam/lintel shall remain. Detail 4/S-2 has been revised to reflect field conditions. Contractor has confirmed (in the field) that the top of new window elevation matches the bottom of existing 12" deep concrete beam/lintel. 2. S-2: Detail 5: (i) interior slab at existing door opening likely extends over the block below - reinforcement should be anchored to slab (ii) provide 8x8 concrete lintel with 2# 5/specify anchorage at ends. i) Detail 5 has been revised to show anchoring into existing concrete slab. ii) Top of new window elevation matches the bottom of existing concrete beam/lintel (as shown in elevation 1 /S-2). The existing concrete beam/lintel shall remain. Detail 4/S-2 has been revised to reflect field conditions. 3. S-2: Address new concrete sill at bottom of new door opening/anchor to existing interior slab to resist lateral loads from door sill. Regarding sill under new door opening, the bottom of the new door frame will be attached to the existing concrete slab (i.e. no new sill is necessary). The width of the new door is the same as the width of the opening leff behind by the existing window. Regarding new sill under new window, refer to Detail 4/S-2 and 5/S-2. Also, refer to attachedt calculations. Additional Calculations 4 Pages, attached. Vanessa Grillo FL. PE#69304 1 Lq PE ANT- -col AvM F,PA A JAPE 1 r ENG. ply 9,12 NIEW w IOuDV4 !,s" v'' x 0" 1 Y\t -r 1 1\1 Dp 1 Al ,s„ TwifiiiiDot,t) = Ots7/2_ Tuo - 2(p.(01 _ )97.4I1 2 r S LA, P (I"7 /9? ).L-1 5gr v bt F*i 1 cr: _ ss i t' im - 2 IVl Ti - . w .- w SLPr7 T1 a. 1206 F r I o po F H- 017-/-142 buP- oQF y ptIE M, . Qucr 1 Logr) P.-o;jrteV G 8d 6t0V Trir) ; % f--_ ( U6$ of - Qa4 I kyko IN Wit*. Sraf' V ; 6:e4 %_I 6(4 6 - } F, 0r25-(i,sPo ( I — IfOr) 1 LiR2xt Z l tea x2c07 3s pnt , 2 -- 2_1, 42 AS 107 I L 1P14) 1 -, ( p s xlz:._v01 Di, 04242 I k=1._._1tb;(1?Z. , f0 l FOOT - vol A'04Ett! Jv l a F-N CS sP4 P5 d oi/m X x 9)." Anek 1 OZSZ 2(tataXt2). bit- Ow d z 1,612t. X 71 ozs X ' 0212- i-5* Gilo uTuD Cyciw 2/Y-0 x (ill,/ = 109 A) n u A) 50.)1) c u art v TAN = 3,0 I . Lb ` ; f, 3,v 2 1c0. GON ocLP_x02,0 5, 1011- _ s TT' 2 14-T 2s 1 Z1 1741 L -FS 11$2: fc21. L ? . o 1l.( ( 14' aALT idc-D5 r.-14 kA) F. 10/5h2, = 5-4-11 A = 3,=, q,K 2 : Zo N 4' P b, 1 opts -(< S : q Py 0,/ii*0600 D' b .v Iowv _ 0 •Y ZS ) `1 s° b--, M- As 416 LI 9tt), - p,jl (0) op° -2,017 ) ti M r pc)( o - , r-vlytkx! 716flib:A-5, iLnr* ')? 1 5 I. #t• 2 ( set :tiv6- r m; Jordim Engineedng, LLC Project Name: Project Number: Prepared by: Fort Residencg; 80 Mmerig: • • 1414 .'. Da3e: • •.6/12/j7 .' VG Padie: . I 4... . Components and Cladding per ASCE7-10, Figure 30A-1 References All references are to ASCE7-10 Walls with h<60ft, Enclosed, Partially Enclosed Buildings Positive Zone 4 & 5 GCp Area 1.00 ..._ 10 13.6 SF 0.98- SF 0.92 28 SF 62 SF0.8_6 0.75~ 250 SF y 0.70--- 500w SF Pressure, qh= Negative Zone 4 GCp Area 1.10 10 SF 1.08 13.6 SF, 1.02 28 0.96 SF 62 SF 0.85 250 SF 0.80 500 SF psf (Equation30.3-1) Table 26.11-1) Negative Zone 5 GCp Area 1.40 10 SF 1.35 13.6 SF 1.24 28 SF 1.12 62 SF- 0.91 250 SF 0.80- W 5 Eic-SF PRESSURES FOR WALLS, WINDOWS, DOORS & PANELS p=gh'(GCp-GCPi) (E9uation30.4-1) Area Zone 4 Zone 5 Positive Negative Positive Negative 10 SF 66.8 psf 72.4 psf 66.8 psf 89.4 psf 13.6 SF 65.5 psf 71.1 psf 65.5 psf 86.8 psf 28 SF 62.3 psf 68.0 psf 62.3 psf 80.5 psf 62 SF 250 SF 58.9 psf 52.8psf 6 .5 psf 58. 5r psf 58.9 psf 73.6 psf 52.8 psf W 61.5 psf 7500 SF 49.8 psf 55.5 psf 49.8 psf 55.5 psf Zone 5 is defined as any door or window within "a" from any comer of the building. All other locations are Zone 4. a= 6 ft Pressures given are Ultimate (1.0W) For Design Loads, multiply given Ultimate pressures by a factor of 0.6 a= 5.40 ft 10% of I = 0.4h = of I = 6.2 ft 5.40 ft 2.48 ft I, least horizontal dimension = h, mean roof height = 62.00 13 50 _ ft f I StMpSCr. St,-orv- Tes*Anchcrarg 8 Favenr reins :Or Cadt.te:s tort Ams,oroy 8 0 4145 414. SET DeOgn Information — Concrete SET Allowable Shear t_oads for Reber Dowels in Normal -Weight Goncree • :0 4 t._ -7, 4,77. ,',...4..1.7,,,. ....,* , ..., c '.... 'Jrir, - '''', ..„7,, i;' ,Ti...4,:t7., ,:::.. ,::-- , IS ;',' 1 4 — . 71. 1.t.... ' 1111, '''"" ri,t7". : yr-,.1 Critical' Critleal '' 7'''''''.114":‘ Drill Bit Edge Spacing flea.- s Dis .0*,:t in. • . - 11%V 111-,,,4 No.' • 24, RearSite. ri0 Ill 111 k. D4 12. 7) DeTith to 1= ir 000 psi.(13 8 hiPa. Coriaate Ultima le ib- 7(kri Sty. Bev t1 1 - 4. me• 4 Ale Shear acp- ontreASTM A615 Cicle 60 Reber 41/ 4106) 6% 6zAp 6 ( 162) (16Z 152) 7% = 7% 191) ( 191) 63/ 4171) 10% 10% 19. 1) • 7A1 11% ( 257) (257) 2l36) 15, 156 67A) 15, 156 87- 4) 24, 245 1 121, #' 10710 26i57 t 542 2A) 3, 790 18. 8) 33, 195 Z314 8,300 147. 7) (10.3) E38.8) 33, 195 147. 7) 7 2;zg 1. 97) ;1) ' 11 11% /.. 111% 1316- 1 f 1:20X1)- 8, 300 388) 1/ J55 t822) 11, 755 . 8t3) 9 58,880 14,720 ga ( 229) 13% 13% MA (885) 254 1% 15 ( 343) (343) 58,880 14,720 381) , . ( 281A — 68.8) 284 t .tAI0- A... R. 4_ n0% t; ( 3fin- 2;[ i1 1I - - - tom114854& - 419 I I'151/4 4 15I4 ' 1-( 2 I l 113/4 65, 8407,120 MO (286) 16% 16% (282.8) Pi .7) (732) 31 •E1) 114 18% (429) (429) _ 16,460 .4) 476) (73.2) 2D,350 ' li.: 104- i It i." -1.4s-,---....,- - -. its* ,:. 748/i: .-,.,..-re--...,,......,-i,-.1-1 - .- i. - ' 04, 1 • 136P)•-• 1 i -148) I 1.Aksvable load must be the' lesser of the load -based on concrete edge drstance— or steel strength 2.7he alcrevabie bads based on corssete edge distance eire based on a safety factor of 4.0. 3. Refer to alksvabb load-edjustment factors for spachg and edge detance on pages 117 and 119. 4. Refer to b-service temperature Senalkay chart for allowable load adjustment for temperature. 5. Anchors are permitted to be used within lire-teststive construction, provided the anchors reset wind or seismic loads only. For use in fraiesistive construction, the anchors can also be pennItted to be used to resist gravity loads, provided special consideration has been given to fire -exposure condtions. 3,060 3. 8) 6, 730 ROE% 9,180 40. 8)- A) ---- 0 S 0 to) 1 2 .1-1- =33 */pT 16,460 J Mit ( \ED t for rimy%) Soo page 12 for an copienatIon ct the bad table icons. 12,085 p3. 8) 15, 300 1) 19,430 212) 470 Ctou. 121I OIL- SIMPSIDN StrThur"PiTeng- ed 6-- 0 WOO ( 54,) 109 L \li\.\ \:1,caD, Development Services Department 405 Biltmore Way, 3`d Floor Coral Gables, Florida 33134 CITY OF CORAL GABLES DEVELOPMENT SERVICE DEPARTMENT Permit Application Tel: 305-460-5235 Fax:305-460-5261 www.coralgables.com applications@coralgables.com 61_I1-- I I 1 1-6L ALL OF THE FOLLOWING MUST BE COMPLETED BY APPLICANT ACCORDING TO FS 713.135 Date: 1 2 l "— l Permit Change: 0 Change of Contractor Permit Extension Permit Renewal Permit Revision Permit Supplement Permit Type: ED Building 1 1 Electrical Mechanical Plumbing 1 II Misc. App. Date: DESCRIPTION OF WORK (PRINT): w npnIN Dpas 31-9 ucr 0RAs PROPERTY OWNER: Name:T+21VIAr/Ob DENSE- +nN•1 Address: City/State/Zip: Telephone No.: Email: ARCHTI'ECT: Name: Address: BONDING: Name: Address: Master Permit #: Sub Permit #: Project Information: 0 Commercial: 1] Residential: Linear Feet: Square Feet: 0 Cost of Work: Job Address: Folio #: Lot: Block: Subdivision: Plat book: Page: CONTRACTOR COMPANY NAME: 4.) Qualifier Name: -TpAs510g KRNIRN(YU-- Address: City/State/Zip: License No.: CeCiz_5_372 jTelephone No.: Email: ENGINEER: Name: Address: MORTGAGE LENDER: Name: Address: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must b e secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES BOILERS, HEATERS TANKS, AND AIR CONDITIONERS, etc. AFFIDAVIT OF OWNER/LESSEE/AUTHORIZED AGENT: Under penalties of perjury and the City of Coral Gables False Claims and Presentations Ordinance, City Code Chapter 39, I certify that I am the owner or that I have the owner's full consent and authorization to sign this application to obtain a permit to perform the above -mentioned work; that all the foregoing information is accurate; and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST 1 SPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WOR` aR RECORDING YOUR NOTICE OF COMMENCEMENT. The Historical Resources & Rural Arts Department's approval is required prior to th : ce of : emolid rmit. The Qualifier cannot sign b a wner/Lessee/Aut oriz.,A ;ent. Signature of Owner/Lessee/Authorized Agen,ture of Qualifier: Owner/Lessee/Authorized Agent Name (Pnnt STATE OF FLORIDA ss COUNTY OF MIAMI-DADE 2 Sworn to or affirme nd subscribed/beforeefore me this day of in the year 20n by r e t it eix nC` el- G who bag L t:kn oath and i s personally known m me thas_ produced TL V. W e1') identification. yp r...y, MIKE CARD My Commission Expires:*N* Commission # GG 136264 o P o es August 20, 2021 Notary Public Qualifier Name (Print):( J STATE OF FLORIDA ) ss COUNTY OF MIAMI-DADE ) Sworn to gy,yt tni.d.and subscriVed before the his Lday of_, in the year 20.13 by c,.Jl ))I (.%' '1jC'rh1tZ who has tak an oath and i s personally known to me or has produceQY4l- prOdevJ MIKE c tiOficalion. 41' 46 Commission # GG 136264 Expires August 20,2021 oc/ Blandedudget OFp! tl Notary PublicMyCommission Expires: Forth 101 8/182017 dE CODE INSPECTION DESCRIPTION 61316 TIE BEAM- ELEVATION CERTIFICATE REQUIRED 131317-b1332 TIE BEAM FLOOR (SPECIFY FLOOR), b1333 TIE BEAM PENTHOUSE 61334-W349 TIE COLUMNS FLOOR (SPECIFY FLOOR) b1350 TIE COLUMNS PENTHOUSE 61352 TILE PLACING • b1353 TIN CAP -SLOPEO NEW b1354 TIN CAP - FLAT 8 INSTALLATION b1355 UNISTRUTSTRUCTURAL•STEEL 61356 UPLIFT TEST b1357 WATERPROOFING SUBSTRATE 356•b1373 WINDOW/DOOR ANCHORS FLOOR -BUCKINSPECTIONREQUIRED (SPECIFY FLOOR) 61374 WINDOW/DOOR ANCHORS PENTHOUSE - BUCK INSPECTION REQUIRED h1375-h1390 WINDOW/DOOR BUCK FLOOR -SHOPDRAWINGREQUIRED (SPECIFY FLOOR) 61391 - WIRELATH/SOFFIT/CEILINGS b1392-b1407 WORK COMPLETED FLOOR (SPECIFY FLOOR) b1406 WORK COMPLETED PENTHOUSE ' b1410 SKYLIGHT/ROOFHATCH/LADDER INSTALLATION bI411 ELEVATION CERTIFICATE -TIE BEAM b1412 TIN CAP -SLOPED RE -ROOF b1413 SHAFTWALL- 1ST LAYER GWB b1414 SHAFTWALL- 2ND LAYER GWB 61415 • SHAFTWALL- INSULATION b1416 STEEL STAIR INSTALLATION b1417 DRYVIT INSTALLATION h1418 ADA ACCESSIBILITY b1419 LOUVER/GRILLE INSTALLATION Li/ CODE INSPECTION DESCRIPTION 61420 LIGHT WEIGHT CONCRETE INSTALLATION b1421 STRUCTURAL EQUIPT SUPPORT b1906 SHOP DRAWING - WATERPROOFING/DECKS/ UPLIFT b1907 SHOP DRAWING - CONCRETE ROOF SYSTEM 61912 NOTICE OF COMMENCEMENT b1915 INSPECTION ADMINISTRATION 61987 STORMWATER, EROSION AND SEDIMENTATION CONTROL INSPECTION CODES FOR STRUCTURAL Check box for requi Nil CODE INSPECTION DESCRIPTION b1001 ANCHORINGME DOWN , 61002 ARCH/ENG REVIEW SOIL CONDITION LETTER b1004 BASE - COMMERCIAL•PKGLOT b1005-b1020 BEAMS FLOOR•(SPECIFY FLOOR) 61021 BEAMS MISCELLANEOUS b1022 BEAMS PENTHOUSE b1023- 61038 CAPS FLOOR (SPECIFY FLOOR) 61039 ' CAPS PENTHOUSE 61040-b1055 CEILING FRAMING FLOOR (SPECIFY FLOOR) 61056 CEILING FRAMING MISCELLANEOUS b1057 , CEILING FRAMING PENTHOUSE b1058-b1073 COLUMNS FLOOR (SPECIFY FLOOR) b1074 COLUMNS GROUND/BASEMENTFLOOR b1075 COLUMNS MISCELLANEOUS 61076 COLUMNS PENTHOUSE 61077 CONCRETE CURBING b1078 COURTESY INSPECTION -STRUCTURAL 61083 FINAL ROOF b1084 FINAL STRUCTURAL b1085 FINAL STRUCTURAL GARAGE/OVERHEAD DOOR -SHOP DRAWING RED'D h1086 FINAL STRUCTURAL LIGHT WEIGHT CONCRETE b1088 FINAL STRUCTURAL SHELL ONLY NMFINAL STRUCTURAL SHUTTERS , SHOP DRAWING REQUIRED 61090 FINAL STRUCTURAL WINDOWS 61091-IA106 FIRE STOPPING FLOOR (SPECIFY FLOOR) b1107 FIRE STOPPING PENTHOUSE b1108 FLOOR JOISTS RI CODE INSPECTION DESCRIPTION 61109-b1111 FLOOR TRUSSES FLOOR (SPECIFY FLOOR) h111Z FOUNDATION ADDITIONS/NEW- SOIL LETTER REQUIRED 61113 FOUNDATION MISC b1114-61129 FRAMING FLOOR (SPECIFY FLOOR) 1 Y 4L130 FRAMING MISCELLANEOUS 611131 FRAMING PENTHOUSE b1132-b1147 SHAFTWALL- FRAMING FLOOR (SPECIFY FLOOR) b1148 SHAFTWALL- FRAMING PENTHOUSE 61149-b1164 FRAMING/ACCESSIBILITY FLOORSPECIFYFLOOR) b1165 FRAMING/ACCESSIBILITY PENTHOUSE 61166 GRADE BEAM- PILE LOG REQUIRED b1167 GRAOE BEAM POOL b1168 SCREW FOR GYPSUM BOARD 2ND LAYER b1170 WATERPROOFING INSTALLATION 61171-b1186 INSULATION FLOOR (SPECIFY FLOOR) b1187 INSULATION PENTHOUSE 61188 LATHING 61189 MOPPING 6I192-b1207 PENETRATION OFLOOR (SPECIFY FLOOR) b1208 PENETRATION BASEMENT b1209 PENETRATION PENTHOUSE b1210 PILE LOGS• 61211 POOLDECK/SLAB 61212 POOL STEEL 61213 POOL STEEL & MAIN DRAIN 214-b1229XbI POURED CELLS FLOOR (SPECIFY FLOOR) b1230 POURED CELLS PENTHOUSE IY I CODE INSPECTION DESCRIPTION b1231 ARCHITECTURAL PRECAST INSTALLATION b1233 RAKE BEAM } 61234 REINFORCING STEEL 61235 ROOF BEAMS 61236 ROOF -.CONVENTIONAL FRAMING b1237 ROOF INSULATION 61238 ROOF PENETRATION 61239 ROOF SHEATHING 61240 ROOF SHEATHING 01 FLOOR b1241 ROOF SHEATHING 02 FLOOR b1242 ROOF SLAB b1243 ROOF TIE BEAM 61244 ROOF TRUSSES - SHOP DRAWING REQUIRED 61245. 61260 SCREW FOR GYPSUM BOARD FLOOR SPECIFY FLOOR) 61261 SCREW FOR GYPSUM BOARD MISCELLANOUS bI262 SCREW FOR GYPSUM BOARD PENTHOUSE bI263 SHOP DRAWING -STEEL JOISTS 61264 SETBACK STRUCTURAL -SURVEY REQUIRED 61265 METAL ROOF/SHINGLES INSTALLATION UM SHOP DRAWING- ARCHITECTURAL PRECAST b1267 SHOP DRAWING - CONSTAUCTION ELEVATOR b1268 SHOP DRAWING -CRANE •( b1269 SHOP DRAWING- DECORATIVE BLOCK b1270 SHOP DRAWING -DORMERS 61271 SHOP DRAWING -DRYVITINSTALLATION b1272 SHOP DRAWING -ESCALATOR b1273 SHOP DRAWING -EXTERIOR DOORS CODE INSPECTION DESCRIPTION b1274 SHOP DRAWING- EXTERIOR PERMANENT TRASH CHUTE bI275 SHOP DRAWING - GRILLES 61276 SHOPDRAWING- HANDRAILS 61277 SHOP DRAWING -LOUVERS b1278 SHOP DRAWING -METAL STAIRS 61279 SHOP DRAWING -METAL TRELLIS b1280 SHOP DRAWING -PARKING BOOTH b1281 SHOP DRAWING- BALCONY RAILINGS b1282 SHOP DRAWING -STAIR RAILINGS b1283 SHOPDRAWING-SCAFFOLDING 61284 SHOP DRAWING -SHORING b1285 SHOP DRAWING- GARAGE/OVERHEADDOOR b1286 SHOP ORAWING-SHUTTERS bIZ87 SHOP DRAWING- STRUCTURAL EQUIPT SUPPORTS b1288 SHOP DRAWING- STRUCTURAL PRE CAST b12B9 SHOP DRAWING -TRUSSES 1290 SHOP DRAWING -WINDOWS 61291 SHOPDRAWING -STOREFRONT SLAB FLOOR (SPECIFY FLOOR) b1292-b1307 x, h1308 SLAB MISCELLANEOUS b1309 SLAB PENTHOUSE 61310 STEM WALL 61311 STOREFRONT ANCHORS -SHOP DRAWING REQUIRED 61312 STRUCTURAL STEEL01 FLOOR 131313 STRUCTURAL STEEL 02 FLOOR b1314 STRUCTURAL STEEL MISCELLANEOUS 61315 TERMITE TREATMENT CERTIFICATE 1 a . 1 I 1-1_ J_ 1_ I 1 1111 I I,1: I i'll', 1 IIIICll1111'1 R-S WETER1HR0011 LEMURS O FIRST FLOOR PLAN STALL 3/16,1‘o• LEGEND / NOTES MASTERROOM WIDOW PRESSURES ARE CALCULATED BY ALfAR000 CORPORATOR • !STRUCTURAL EMOBBIRE O Timor EYM001. WISDOM FRMATME ETL6CL oa NOT N PEW= L YMO ROOM O FAILLY ROOM BEDROOM M r SMARMY ROOM MOOM 0f El OMUG! BREAKFAST AREA 00010 MI BATHROOM of BATHROOM a1 BATHROOM.B BEDROOM A T O z O w ES NOT N PERMIT Q I a c Z g w I jW al ALMERIA AVENUE J1 Rainuuldcz-Slnllacy Architects. PA 11 II II LIZ: MT ab r TRINT R.> K1111: 1W1YW1)111 Mac RIM 1040 rrpoi* r mA.rYuw lbe ' roan ENULLR ENVY invouuk. W Z~ Q0 JZ CL CC G LL W J WINDOW INSTALLATIONFONT RESIDENCE801 ALLV:RIAAVENUECORALGABLES, FLDRAHTN.- R.R.S.- Ct¢ at® R.R.S. DATE 5-10-17 PRO/ NO 171IT REVISIONS SHEET A- 1 rfi— 1 r —t 717 —'fTS —Far, I i'i:`-1Tl'i'•r„•:1 u11.1.FTiL `ii; '4:. Gir:T:71 r"—'T•—IT['":". . I . i'77,7-7"rr BII 'I u l 4:ri--1 Ilt OF' IAA III IIIIIIEIit ll 1 EL 11L I 1 I I ' 11 I I 1 I 1 I 111 ! HI i III.I 11111 11111111151 1 I I O FRONT ELEVATION SCALE. 3,16,r-e. NOT IN PEWIT NOT N PEDTUT SIDE ELEVATION f SIDE ELEVATION GALE. 3116,1,0. SCALE. v 1 O REAR ELEVATION SCALE. 3/..•1'-irr O O SIDE ELEVATION FRONT ELEVATION SULE,116.4.-0. WA/Et 311404-0. z`z - R-S Rainiundrz-Spellacy Architect:, PA II Uudalist 114,1 licinundoz-5,11acy Dcense De AR-03049 TRITMN 722;z,; rleat 10.31.1.1 rm. 30.1479/ trpoi="'"A prortra,lear• • ILOV••••47 meatma *be. a ELEVATIONSWINDOWINSTALLATIONFONTRESIDENCE 801ALMERIAAVENUECORALGABLES, 93134 DRATN R R.S. CHECICED R R.S DATE 5- 10- 17 PEED No1211T REVI91019 SHEET A-2 r - i, r, .-71T14771/1t11....711.111X77711 -1-17 .-17.71. • 117-1,TITI...51V L' I s _LII IIII 1 I I :It I I I ! I L i I I ! II I Us I,II( II III ICIIP'i I I' R-S ID QTY SIZE LOCATION GLASS TINT GRIDS CONFIG PROJECT DP OTHER BRAND SERIES STYLE NOA + - A A A 73 1/2" x 74' 1 - Library Impact Resistant 5/16" AN/AN 73 1/2" x 37" 1 - Library Impact Resistant 7/16" AN/HS 1"x23/4"x76' 1 • Library Impact Resistant Clear Clear Full View XX PGT WG740 Full View O Plc - Half Circle PGT WG701 PGT MULL CS PIC MULL B C D 361/2"x 73 1/2' 3-Living Room Impact Resistant 5/16"AN/ AN 36 1/2" x 73 1/2" 4 - Living Room Impact Resistant 5/16' AN/AN 73' x 50" 5 - Bedroom 1 Impact Resistant 5/16' AN/AN Clear Clear Clear Full View X PGT WG740 Full View X PGT WG740 Full View XX PGT WG740 CS CS CS E 73' x 50" 8 - Bedroom 2 Impact Resistant 5/16" AN/AN Clear Full View XX PGT WG740 CS F 73" x 50" 7 • Bedroom 3 Impact Resistant 5/ 16' AN/AN Clear Full View XX PGT WG740 CS G 36 1/2' x 37 1/2' 8- Bedroom 3 Impact Resistant 5/ 16"AN/AN Clear Full View PGT WG700 SH H 36 1/2" x 37 1/2" 9 - Bathroom 3 Impact Resistant 5/16"AN/AN Clear Full View PGT WG700 SH 36 1/2" x 37 1/2' 10 - Bathroom 1 Impact Resistant 5/ 16" AN/AN Clear Full View PGT WG700 SH J 361/2'x371/2" 11- Bathroom 2 Impact Resistant 5/16- AN/AN Clear Full View PGT WG700 SH K K L 1 2 2 72' x 83 12 - Dining Room Impact Resistant 7/16" ANIAN 18'x83" 12-Dining Room Impact Resistant 7/16"AN/ AN 313/4"x63" 13-Breakfast Impact Resistant 5/16"AN/ AN Clear Clear Clear Full View XX CGI SEN160 Full View O CGI SEN160 Full Viow PGT WG700 FD FD SH L M N O 1 1"x 2 3/4" x 65" 13 • Breakfast Impact Resistant 33" x 79" 14 - Laundry Roam Impact Resistant 7/16"AN/ AN 37" x 38 3/ 8" 15 - Laundry Room Impact Resistant 5/16-AN/AN 37" x 38 3/8" 16 - Kitchen Impact Resistant 5/16' AN/AN Clear Clear Clear PGT MULL Full View X CGI SEN160 Full View PGT WG700 Full View PGT WG700 MULL FD SH SH P O R S T 1 118' x 92' 17 - Family Room Impact Resistant 7/16" HS/HS 193" x 95 1/2" 18 - Uving Room Impact Resistant 7/16- HS/HS Clear Clear Full View XX 2 Panel / 2 Track / No Screen PGT WG770 Full View OXXO 4 Panel 12 Track / No Screen PGT WG770 75" x 95" 19 - Foyer I Patio Impact Resistant 9/16' HS/HS Clear Full View . 010 PGT STFW3500 63" x 95' 20 - Master Bedroom Impact Resistant 7/16"AN/AN Clear Full View XX CGI SEN160 36 1/2" x 73 1/2" 21 - Master Bedroom _ Impact Resistant 5/IVAN/AN Clear Full View PGT WG700 SLD SLD STFT FD SH U 36 1/2" x 73 1/2' 22-Master Bedroom Impact Resistant 5/16- AN/AN Clear Full View PGT WG700 SH 16-0629 21 16.0629 14 16-0218.03 16-0629.21 16-0629.21 16-0629.21 16-0629,21 16-0629.21 16-0714.06 16-0714.06 16-0714.06 16-0714.06 14-1015.04 14.1015.04 16-0714.06 16-0218.03 14.1015 04 16-0714.06 16-0714.06 16-0629.06 16-0629.06 16-0505.04 14-1015.04 16-0714.06 16-0714.06 V W 52' x 62' 23 - Master Bathroom Impact Resistant 5/16"AN/AN 53 1/8" x 26" 24 - Master Bathroom Impact Resistant 5/16" AN/AN Clear Clear Full View PGT WG700 Full View XO PGT WG710 SH HR White Frame 16-0714.06 16-0714.13 29 All sizes, locations and NOA's are provided by'i dim Window Distributors Design presures are provided by mintier listed on plans. 4010 53 60 40.10 53.60 40.10 53.60 40.10 53.60 40.10 53.60 40.10 53.60 40,10 53.60 40.10 5360 40.10 53.60 40.10 53.60 40.10 53 60 40.10 53.60 40.10 53.60 4010 53 60 40.10 53.60 40.10 53.60 4010 53.60 40 10 53.60 40.10 53.60 4010 53 60 40 10 53.60 40.10 53,60 40 10 53 60 4010 53.60 40.10 53.60 40.10 53 60 40.10 53.60 0 O w Raimundcz•Spellacy Archtmcta. P,\ 5110111 1-2A l2-ra Mane Ma A11-95019 TRITAIN MI VII 1.1 Urn. Hew MI 31246., I xoa rm µ.n w wr.m Owtw.w. WINDOWSCHEDULEWINDOWINSTALLATIONFONTRESIDENCE 901ALMERIAAVENUECORALGABLES, FL23194 oakum R.R 5 CHECKED R R.S DATE 5-101.7__ PRO! No, 17117 REVISIONS_- __ SHEET A-3 b F O R RE F E R E N C E O N L Y L u C i t y o f C o r a l G a b l e s D e v e l o p m e n t S e r v i c e s i m i m m m o m o m u m B L 1 7 0 5 2 5 1 2 6 0 1 A L M E R I A A V ENF o l i o N 0 3 4 1 1 8 0 0 1 0 2 7 0 P e m u i O r e a l p h a R E P L A C E M E N T O F W I N O O N S O R I A D O O R S 8C O L O R W R I T F R A M E S C L E A R G L A S S S J 2 0 0 0 E L M E P L U S E A N D O C C U P A N C Y O C C UPA N T O A D B U I L D I N G C O D E V E R S I O N C O N S T J �r .l'f ificate This Ce rificaternust be prese nt t©"rheF"gni1h PAU' ' ti a LtGrrr Cci 4tp!ti when apply -ix:8 for .Sen:ce. N0.:. 16 691 CITY OF CORAL Ua BL,ES s 't NO. - - O Of f ice of E!ictrzca? Inspector CER TIFICA TE of I NSPECTIO N IFI'1S t hat also wiring- and app:ratixa inetsltel st, Street and N umber . .... .. .. ., ...n.... Ante ... Lot._ Blo ck. Occupied na has heca'inepewtea an ra-resat ia ;i+ �r ize� to be istine en, .until otherwsse notified, fo-r: iigiat. Ramark :— I'laat➢sing_ B ui Ming — .. ... _�. Pe: :•eTemporary S Ice City Electrical Inspector DIVISION OF PLUMING RL.kDY?•OR INSPECTION 19 AT A.I Py41u ?MU. APPROVED vim Cam a al) 61On1C CRECKEb ' PE frT N4. PLAN APPROVED REJECTED DEPARTMENT OF PUBLIC 'ICBM DIVISION CF PLUf.+1ma INSPECTION CITY:OF CORAL GABLES, FLA. ci7L7 Bi PERiirr' NO. 2-f 3 Tc, DATE s- z_- S4' I herewith submit the •Po7ioiring application for pern¢t covering thy= .: Cle- /n� df s SEPTICTANK 1 SOAKAGE PIT REL4YING. NEW FII;T OF DRAIN .TILE .APART61.f . ; ' NOT' , OFFICE BLDG. DUPLEX :=SIDM:GE. GARAGE F?ASH FLOM. WASTE WAITER FRCLI A • BUILDING HAS STCRES OFF ICI t,PTS irarDL ROM ROOM (Y T[R OR CONTRACTOR ►J/.S ADDRESS LaP NG. 1. / � JLCiC%C ADDRESS IJ '.1 0FIC AL i ctr TYPE 0F. TANK INSTALLED TANK CAPACITY IN GAL7,CNS SIZE OF S0A'.CAGE , PIT PURPOSE OF.. SALT. ADDITIONAL I FORMTIOPI Division of Plumbing Inspection CORAL GABLES, FLORMA e APPLICATION FOR SEWER CONNECTION. PERMIT ry - I herewith submit thhiolIawln % o --2 I I9,1' j e g plan h of plumbing for approval: Employing Plumber 0 IA \ : , P'rr IA ork executed by For Mel.;. ❑ Old1?wcllin Story © Addition 0 . Remodeled g �, stare .Garage 0 Apartment ❑ © Hoiel El Office Bldg El Own;-:br Agent fy+ 1 S Addr A f BO - .o. Contractor is 1 Address Sower.Connectxon • At teeter o St. 1 At Property Line Sketch position of building d l �' Existing Sewer 0 To Septic 'yank ❑ f :. l ", Sk • etch position Lion• an of lines in square (which represents' an entire city block),showing .on which building and lot„ faces, also show exact location of Y in street and position ofi laterisi or -: septic tank..,'Show,seucr and any change in direction, same maymake NORTH ' .. . SOUTH CITY OF CORAL GABLES, FLORIDA F9.579--8 NOTARY PUBLIC STATE OF FLORIDA Estimated Cost . n %p Cad Architect ..0<61/://0..4P `rr MISCELLANEOUS P ���IV[JCOVE ER: 7COVER: Air Conditioning. Permit EJ - znit Name and Address of Confrd 1 hereby submit, in cluplifi3OfingelikIrrnit specl!Icat building and its con true �.inay ee see OWNER M6i ACtsu 5, Rcik fai:Jl{C.IaL64- 524e3L4. ADDRESS ..?&._1'I / Loafs/ II py ! a., APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and spocif1Ca[ioa3 h0se.+ith sub- mitted for the building or oth:r structure herein described. This tppiication is made in compliance and conformity with the sanding ordinance of the City of Coral Gables, rlorldo. All pravislona of tho Gawp of tho State of r!,orida, all 0011- aancee of the City of Coral CabLoa, and all rules and r yuration3 of the Building !Apartment of the City of Coral Cables obeli be complied with, whether herein specified or not, end W that all insurance required by u and Local regulation @hall he carried and kept in force for the entire period that the work nrder tale posit is anderway and until its satisfactory completion as determined by issuance o_' a final completion certification by tho City. . Date •TJ L°1 Block Li lt} ' Section A III F6 - Number of Stories / xit 7 . Actual Number of Units Required Type of Roof 1T TG ri4 TGb Exrs r . Detached Buildings Use of 'structure P /�G Land Coverage Is building within easement area? N, w K+••,8-5 Actual cu ft. per'front fool Is stater available" for this building? (Commercial (Commercial Buildings) 2),al �fl iC/ ,Q FEES Sire of Lot rl /L2t � / • setback t FL %f�?e�C. f Building y r J• �t N, Archlt t . .. $ J,f- . Bond Na 3 ;_ 3 CC) CJC7 TOTAL ESC),fy SQUARE FCi1TA E wn •.o ers s STATE OF FLORIDA COUNTY OF DADS lone for" said building All notices -.with "'reference to'.the Phone (Signed), .. fawner or Contractor/ by State -of' Florida Film No, Before me, the" undersigned authority, this day personally. -appeared• .spriest -� cYAJicICi c f i2.tlfJ'RI-� to me well known, who being by me first' duly sworn, did depose and say as follows: • . • §. That he is making application for a construction permit for the construction, or repair,'of a.hullding In The City of Coral Gables on the following' described premises: • Lotisi /1. /r Block Section Street___rZ/' Jti Aa.}DEIC5ot 2. That in connection with the work to he done under such permit no general contractor has been' employed or retained, and no person, firm or corporation, acting as a contractor, is receiving any compensation whatever in. connec•connec- tion with the work to be done under said permit, except: • To be furnished at or b"efore completion of job. tit is understood and agreed that NO CERTIFICATE of occupancy wilt be issued untii a complete:list of oil Contractors who worked on the job has been furnished to the City and unless • all such Coniractdrs had current occupational..licenses in Coral Gables.J • that otherwise each person engaged in said construction. work' Is being paid an the basis of a stipulated sum for his services per day, by the afflant. and that the labor being used In such obstruction. le being done by what Is "commonly known as "day labor:" that afflant, ps owner, will Comply with the Workman's Compensation law of the State of Florida, by obtaining a statutory Workmen's Compensation insurance policy or by qualifying with the Florida Industrial. Commis. Sion as a seif.Insurer; that the affiant will withhold Social Security Taxes, and Federal and State Unemployment insur- ance Taxes, and Federal income Taxes' frown wages of all such employees •working for him an such construction and will make returns thereof to the Collector of Internal Revenue, end to any proper State body.. ]. That this afridavit it, being made by tyi3 afflant"for the purpose; of inducing the City to grant n ccnettuctlon per* nit and to avoid the payment of the license fee and tho deposit of ocontractor's bond, au would Ian required if this enfant were engaged in the businesa of erecting or repairing buildings in The City of Carol Gnbloe.' Tho owner -builder may be regnhrtd to furnish .l taut, bond sufficient to eowor the coat of repair Or replacement a.E,renngqueut{al damage of City . property.• Isign.turei Sworn to and subscribed before me this_ chi day of Rty commisalan explrea: yJ LOWEST FINISHED FLOOR ELEVATION (including basement) DISTRICTS H. F. H. G. F. H. OTHER �} / // f rl r repostsd rZ r ILL d (---- et+ ' f i t : t . r- ?li+i rliP rof dote disiriCt 1.f . SF + 0.! - rir 1{.).1 ��.��x•Gut i ., .:I , 0 t .7 L. .i ..uL =.,,,.. 1.?:. CITY OF CORAL CABLES BUILDING & ZONING MECHANICAL PERMIT APPLICATION DATE; Job Data 1 hereby make application for -a permit to. cover mum= th . TYPE SPACE HEATERS CENTRAL HEATING r'f 00.6i AIR CONDITIONING (WIND) C -1 A.IR CONDITIONING (CENTRAL) _ 71 *32:0b L-1UL'T WORK _ONLY . 1)1.1. 00 •REFRICERATIOH - JJJ PROCESS AND PRESS. PIPING . UNDERGROUND' TANKS ABOVE GROUND TANKS U.F. PRESSURE VESSELS STEAM BOILERS' HOT- WAR BOILEflS . `ECHANICAL'•VENTILATION INTERNAL COMBUSTION E4iG. - •AUTO SPRAY:BOOTH FIRE SPRINKLER SYSTEM COOLING TOWERS -MISC. 1crar3: DRAIN L--. Erna/ 6: oti TOTAL' 'FEZ �°a oA • Required. Tns etttans Inapattnrs Date ..Date Hoot • A . Dina Beatin Air Condi? t Refig eratin Tank Boilers SPresauroq Rou h Venaelsl Final Rough Unit & Flue Final Unit & Flue' Rah Ducts - Final Ducts Igh Unit Final, Unit Ka. h Duct Final Duct Rough Final Rough Final Ventila Flow h tiara Final :Rise. List Rough Final BUILDING r ST m ciTm[CAL r_ PERMIT NR; J PERMIT IiO: 1 ' j -EST. COST? • CONTRACTORS 7gHx CONTRACTORS ADD SS �HOYE 5 7 P ,��� MINERS NAME fe. -'g, g Re ADDRESS. /4 ,94",.m.,0 yJ CITY _G7 I.„6,' BLOCK PRONE SUBDIVISION Application.ia hereby made.eo obtain a:: 'periiit •tO do the work.and:installations.. :as hereon,indicated.'I certify that no -work or installation has been:eifected. prior to' the_ issuance of said perrait:"and, that ail York will be performed to meet the standardm of all laus:rngulatiag • :construction in Dada.County:• I furOver certify,tliat I.b*va checked and am responsible for tapes• ndguaey, of any ex-• iating9aystens to -which tite •work den- cribed in thin permit.adda cxtenaion Ur • makes Vannes.. • _ SIGNATURE 97 OR -'OWNER` BUILDE SFECCION RECORD Other Insp.' ,nap. Otte Dote Lint, Type; Extent' ease App. Dinar. Or Unite Checked REMARKS ' List here: Reasons for all-Dtsapprouals, .Date &-Typo of all Noticea.,left,,all Verbal Instructiona to Contractor:and Any Other InfornationPertinrnt,to''the Inspection of his Job. " rye//UmeS This space represents tba Lot. Indicate Z A1. . /e�%/.0. �}?�i( the building fn opaca oho in8 thn rliatrnce ,9c 3 front lot lines and other buildings. i ; 7 OWNER ADDRESS, Lofts) Number of Stories Number of Units Type of Roof Use of Structure Is building within easement area? Is water available for this building? :. Size of Lot Setback F Estimated Cost g ¢ Architect -CITY OF CORAL CABLES, FLORIDA x.5.9-2 4/ APPLICATION FOR BUILDING PERMIT Application is hereby rude for the approval of the detailed statement el the plans amd .pt.cif ice;lama. herewith sub- mitted for the building or t'.er structure herein described. Thin application is made in compliance and conformity with the Building Grdinanee of the City of coral Cables, Florida. .LII provision, of the Laws of the State of Florida. all ordi- nances or the CityofCoral Cables, and all rotes: rind regulations of the building pepart,�ent of the City of Cora' cabin. shall he ropplie3 with, whether herein specified or not, and tftot ail insurance required be carried and kept in force fee the ertira period that the - rk tyircr this g' er raw and local is satilen shall completion as deter..,,I.ned by seance of a final otion t;ficatien uy permit Citys unierwey and until its aatiaf,clots r if v' carp (c7' cf 19 101 MISCELLANEOUJS PERMITS; j 'fcf9 - Hiock Seetior��• _ Actual. Required Detached Buildings Land Coverage Actual cu. ft. per front foot (Commercial Euitdings) FEES , '. Bufldins $ .'2 Arch' g Bond No.. el(a0 s 3Lv TOTAL ; V1/435000 SQUARE FOOTAGE.. 7 Name and Address of Contract▪ or • G ds ' ! I hereby submit, In dupllc fe, �all the plans clfteat ons fo5 said building. All notice: building and its construction y be s -r-to (Beg& 01l. STATE OF FLORIDA COUNTY OF DADE S3 (Slgne by State of Florida File No. h reference to the' Phone 85 -47 -'2? -34 or .Contractor) Before me, the undersigned authority, this day personally appeared IPciflL). to me well known, who being by me first duly sworn, did depose and say as follows: • 1. That he its.making application for a construction permit for the construction, or repair, of a building in City of Coral GabIes on the following; described premises: Lot(s) Block—.— Section_ S treet_ 2. That In connection with the work to be done under such permit no general: contractor' has been employed or retained. and no person, firm or corporation, acting as a contractor, is receiving any compensation whatever in canoe. tion with the work to be done under said permit, except, ' To be furnished at or befdrecompletion of job: (it is understood and agreed -that NO CElxi: )CATS of occupancy will be issued until a complete list of all Contractors who woiked an the job has bees' furnished to the City and unless all such Contractrirs had current occupational licenses in Coral Cables.) that services otherwise each person engaged in said -construction Work is being ,paid on the' bade of a stipulated' mom. for his known as "day labor:" that aifiant,das owner,iwilill cr omply with theuWorkmanscCompen'being law of hehSttate of Floridia by obtaining a statutory Workmen's Compensation Insurance policy or by qualifying with the Florida industrial Commis. sion as a self.Insurer, that the afflant will withhold Social Security Taxes, and Federal and State Unemployment Insur- ance Taxes, and Federal Income Taxes from wages of all such employees working for him on 'such' construction and ' will make returns thereofto the Collector ofinternal Revenue, and to any proper State body ; • 3 That this affidavit lacing made by this afflantfor the purpose of inducing the city to ornat a construction per - alt ..I,,1 to avoid the payment of the license fun and the deposit of a eentrlctor'o bent, as would IM required if thin afflant were engagedin the bvsineeu of eror.:sg or repairing buildings in The City of Corat•Gables. .•The- u.mer-builder may be requiicd to furnish a cash band sufficient to cover thu coot .f ropais or replacer -eat of Consogeeetial rapago or city Property. Sworn to and aubecrlbed before me this day of AD 1B, My commission ex:Area; LOWEST FINISHED FLOOR ELEVATION (including basement) DISTRICTS H. F. 11. G. F. H. ! OTHER Required I Propos dd ! . x cut iaid� iroilrtatc Gl:-.t:;Ns f NOTARY PUBLIC STATE OP FLORIDA GiFSl7lriig1101 l' OUP-.MilagitIM 7 OttEsh4l>titfr t..011240iialtbARUM d CITY OF CORAL CABLES, FLORIDA B ¢. -..-a`-.. .. 4- V3 APPLICATION FOR BUILDING PERMIT Application is hereby made for the appeeyet oe the derailed statrent of the plans and specifications herewithsub- mitted for the building or other structure herein described. This application in Cady in cempllaaoo and Coaferayty with the pusldlr; ordinance of Lhe City of Coral Gables: Florida. Al/ previsions of the laws of the State of Florida, all ordi- nances of the City of Coral cables, and all rµics aria regulations of the Building Department of the City of Coral Gables stall be en"pliod with. whether herein specified or net, and that all insurance required by LOW and Local requlati3nshall bo carried and kept in force far the entire ported that tho work under this permit ie undenxay and wail Lts satisfactory cmptetlon an determined by iorunnor of a final completion certification by the city. OWNER 1L3 . F MPS. r. S. 6/2/-7, AntaRESS 14 AO Daese, kDi. Lotsal 1 ,'1Ncif fa2. Date J u..',r_ 1986 - Block `7 Section fit SQUARE FOOTAGE Number of Stories Actual. Number. of Units Required Type of Roof Detached Buildings Use of Structure Land Coverage, It building within easement area? Actual cu. ft per front foot' (Commercial Buildings) Is water available for this building? - Size of Lot Setback F Estlmatrd Cost Architect Building Architect TOTAL MISCELLANEOUS PERMITS: L'EI,A,t4iG :max r&'i ,FiI/;iiial'ci- r Poi f t_!dH7 CiP,fIN�rG Foie L IILLs Aat; -rre St.A FEES. Name and Address of Contractor I hereby submit, in duplicate, all the plans and specifications for .said 'building.' All notices with reference to ,building and its construction may, be sent to # Phone STATE OF FLORIDA SS - COUNTY OF DADE ate of. Florida File ilp. Before me, the undersigned authority, this day personally. appeared Iprinti. . ILO me well known, who being by me first duly sworn, did depose and say as follows: . 1: That he Is making application far a construction permit for the construction, or repair, of a bulldtng In The City of 'Cora' Gables on the following described premises: - Street Moil Ali tW l2SCs r 1 Del : • Lot[sl f I Aoa iZ .' Black 11 Sectlorx__f .L, Z. That In connection with the work to be done under such permit no general contractor has beenemployed or retained, and no person, firm ar corporation, acting as a contractor, Ia receiving 'any .'contpenaatlon whatever In cornier. Lion with the - work to be done under said permit, except: To be furnished ator before completionofjob. (It is understood and agreed that No CERTIFICATE of occupancy will be issued until a complete list of all Contractors who worked on the job has been furnished to. the City and unless all such Conlraetdrs had current occupational licenses in Coral Cables.) • that otherwise each person engaged in Bait: construction work Is being paid on the basis of a stipulated sum for his services per day, by the affiant, and that th' labor beudg used In such construction is being done by what is commonly. known as "day labor;" that affiant, as owner, will rrinply with the Workman's Compensation law of the -State of Florida, by obtaining a statutory Workmen's Compensation Insurance policy or by qualifying with the Florida Industrial Commis--. sion es a selt•lnsurer; that the affiant vim .withhold -Social Security Taxes, and Federal and State' Unemployment Insur- ance Taxes, and Federal Income Taxes from wages of all such employees working far him on such construction and will make returns thereof to the Collector of Internal Revenue, and to any prnper State body. 3. That•this affidavit lei being made by thin affiant for the pµrpose of inducing'the City tu'grant a cenitrvction per- .- . nit and to uvoid'the payment of the license fee and t.te deposit of a contractor's bond, an world be required if 'this afflant were engaged in the boninese of erecting or repalring'builoings in 'rho City of -Coral Gables. .The owner -builder -say be squired. to furnish .a cash bond sufficient to cover the cost nr repair ar replacsyo,nt of consequential daattgo of City'proporty. Islgnaturel Swornto and subscribed before me Ills_ day of My commission expires: LOWEST FiNISFIED FLOOR ELEVATION (including basement) DISTRICTS R F. H. G. F. H. I OTHER Required Prepust.-d .1 IE „out Indppropflate districts NoTAIy-PUBLIC STATE OF: -FLORIDA NOTARY Pl1FLUC STATE OF FLO°1DTi MY c i d.315S:0 U E Pl1C5 IAN 12 19 37,- 1'4. HOED 1Kiii GENERAL INSURANCE tired 605 Alcazar Avenue Coral Gables, FL 33134 April 14, 1985 To Whom It May Concern: I hereby author Mr': Ignacio_Granda or his. authorizedrepresen-: tative to obtaip:!4 copy of the architect's. and/or bnil.de.r.'s plans for the house located at 2614 Anderson Road Coral:Gables,: David C: Tanis' Personal'Representative forthe Estate'of Louise A.:Tanis SWORN TO & SUBSCRIBED 1fore me this 15th day of April, 1985. My Commission. Expires NO fAR4 PT16LlC,STATT OF FLORID, • MY COMMISSION EXPlRES FEB, 19 1997 L fIONDED TIISU CEIVERAL INSURANCE UND , Notary hlia REQUEST FOR HICROFILN MIS IS TO REQUEST PLANS FOR THE LOCATED AT: ZI1: /40056 HOUSE, APART:IEHT, STORES, ETC. a i `/ fikJ DEIL76d 4CBUYER_ HITECT CO:;TRACTOR, BLDG, PLUI!DING, ELECTRICALETC. APPRAISER. REALTOR• IUTTERIOR DECORATOR OTHER [?'PLA!1ATION AS TO REASON FOR REQUESTING PLANS OTHER THAN OTHER OF PROPERTY: LLT'AL: LOT // ? nr.ocx SIGN: FIRtf NAME:—L"GAt.JA-60 DF�`; DATE: SECTION ,62'21.101M: G:!;1ER3 s!GNATURE: . C.Orill TO and auboe:ibed before no at s Floolda on Fhia, tto ca! o' 19 nj co=m?nc{aa cnp roo: NOTARY PUBLIC DEPARTMENT OF. PUBLIC WORKS DIVISION OF ELECTRICAL INSPECTION CORAL GABLES. FLORIDA FINAL CERTIFICATE NUAIBI R DATF I G I9 Application is hereby made for an electrical inspection of the electrical installation in the premises stated below, for which undersigned agrees to correct any infractions of the National Electric Code, and City Ordinance, as pointed out by the City Inspector. LOCATION AVOID DELAY 8Y GIVING FULL AND ACCURATE INFORMATION. ALL SP ACES NIUST BE FILLED OR APPLICATION . - WILL BE RETURNED. LOT NUMBER BLOCK NUMBER SUBDIVISION STREET AND NUMBER OWNER - .. 'OCCUPANT H. P. Op EACH MOTOR .. . IDF '4'2'4 CEILINGS aRACKETS. RECEPTACLES SWITCHES TOTAL OUTLETS. + 4 FOR SERVICE' . SIZE OF - SERVICE REMARKS COMPANY. MASTER ELECTRIC AN INSPECTION WANTED - ADDRESS 9 —ye 3 , PHONE VRf a / l"Z' . • RECEIVED DY INSPECTS ' SPACE BELOW FOR INSPECTOR RANGES WATER HEATERS SPACE HEATERS:' FEE COLUMN 'M7 O L� 0 REFRIGERATORS SELLS -. ATTIC FANS : '. FANS ATER PUMP SLAM INSPECTION. ROUGH INSPECTION FINAL INSPECTION • DISH WASHER DISPOSAL AUX. SYSTEMS SIGNS AIRCOND,.:, ETERS• MOTORS .TEMPORAR WASHER DRYER OEEP FREEZE f NATURE 9 LAMPS INSPECTOR• TOTAL FEE .5; bC7 B CITY OF CORAL CABLES, FLOIUDN,'Y f APPLICATION FOR B�I:LDIM�+,;P fRMIr Appllcat su is hereby made far the approval of the detailed srlternent of et plans and specification herewith sub- mitted for the building or other structure herein descrl?aed. This applkatten 1el'+sade In compltance and conformity with the Building Ordinance of the City of Coral Gables, Florida. All provisions of the Laws of the State of Florida, all ordl- nancea of the City of Coral Gable', and all rules and regulallona of the Butldla:y. Department of the City of Coral Gables shall be carnplled with, whether herela soer1Iled or not. AIIIIkEss /4r f„.4../:•.. .. Lo! tsl' 5/7,5in7 Dare Block. .Section_ SQUARE FOOTAGE `Number of Stories . Actual Number of Units Required ' Type of Roof Detached Bulydinge Use of Structure Land, Coverage Is building within easement area? Actual cu. ft, per front foot Is water available for this building? (Commercial Buildings). Size of Lot • Setback F lz I R Estimated Cost Architect Bond N Building Arch'ltect. TOTAL EFTS 5 4,00 MISCELLANEOUS EMITS: Name and Address of Contractor • t (lli"-• �: 9— ` / / . lam'/. !5' t --- f I hereby submit, In duplicate, all the plans and specifications for.. said building, 'All notlres with reference to the building and its construction may be sent to_ - y ° P STATE OF FLORIDA 55 COUNTY OF DADE Before me, the undersigned authority, this day personally appeared to me well known, who being by me first duly sworn, did depose and say ati follows: 1. That he Is malting application for construction permit for the construction, or repair, of a building In The City of Coral Gables on the following described premises: Lotfsl $lock - _ Section'._ Street • 2. That in connection with the work to be done under such permit no general contractor has been employed or retained, and no person, firm or corporation, acting as a contractor, Is receiving any compensation whatever in connee- tlon with the work to be done under said permit, except:.. To be furnished at or before completion of job. (It is understood and agreed that NO CERTIFICATE of occupancy will be issued until a complete list of all Contractors who worked on the job has been furnished to the City and unless all such Connecters had current occupational licensesin'Coral Gables.) that otherwise each pereon'engaged to said construction work is being paid on the 'basis of a stipulated sum for hla. services per day, by the affiant, and that the labor being used In such construction la being, done by what Is commonly known as "day labor;" that affiant, as owner, will comply with the Workman's Compensation law of the State of Flcrlda, by obtaining a statutory Workmen's Compensation Insurance policy or by qualifying with the Florida Industrial Commis•. Sion as a self -Insurer that the afflant will withhold Social Security Taxes, and Federal and State Unemployment:Instr. ance Taxes, and Federal income Taxes from wages of all' -such employees working-for;him on -such' construction and will make returns thereof to the Collector of Internal Revenue; and' to any proper State body: 3. That this affidavit is being made by 'this affiant for the purpose of Inducing the City to grant a construction per•:.. mit and to avoid the payment of the license lee and the deposit of a contractor's bond, as would be required if this affiant were engaged In' the business of erecting or repairing buildings In The City of Coral Gabbs. Sworn to and subscribed before me this day of _A,D 19_ Sly commission expires: NOTARY PUBLIC STATE OF FLORIDA Departments of Building and Zoning DIVISION OP ELECTRICAL INSPECTION CORAL GABLES. FLORIDA FINAL CSRTIFIC.ATE NUSIEER. 4 f it ci f DATF Il Cc ,s 19 _Y Application is hereby made for an electrical inspection of the electrical installation in the premises stated below. for which undersigned agrees to correct any infractions of the National Electric Code, and City Ordinance, as ;,ainted out by the City Inspector. LOCATION AVOfp DELAY BY GIVING FULL AND ACCURATE INFORMATION. ALLSPACESMUST BE FILLED OR APFL1CATI N WILL BE RF1URNEQ. LOT NU lucR_- BLOCK [NuuMEIER , SUBDWISSIoN . STREET AND NUMBER 4 /.,pT �r /9.4,7).6. , C2r✓ 1) OWNER I // 4! 3 - OCCUPANT MP. OF EACH MOTOR C9 4 CEILING REMARK/ BRACKET! RECAPTACLII ■WITCHER . TOTAL oVTLETI NO. COMPANY LL / 11/9/V? G.CC7J?, CCR cos C+j [�~b MASTER ELECTRICIAN INSPECTION WANTED �3 o r ,'f 7[0 /P SIZE OP R!RVJCE • CONDUIT I •WIRE ANOES • OVlN AMP. ERE] F11 COLUMN c} G U ATER HIATERR }PACE HEATEk1 REFRIOERATO 1 RE !1 O BY IN5P£CTOR ATTIC F. ! SPACE BELOW F INSPECTOR FAN ATER PUMP ILA INSPECTION OISH WASHER ROUGH IHSPECTtOH FINAL INSPECTION DISPOSAL' HAIR ONNTRRs. a AIR comb. l Vu.rszC ' MOTORS TEMPORARY WASHER DRYER 0111. FREEZE TELEPHONE TIME CLOCK LIONT CIRCUITS TOTAL AMPERES FlxruRE1 LAMP} INRPYCTOR TOTAL FEE • • CITY OF co$4L GABLES FLORIDA AFFIDAVIT REQUIRED HI ORDIMNCE NO. 852 OWNER 1-t.::/r., • BUILDER POST OFFICE ADDRESS OR CONTRACTOR POST OFFICE ADD. MS S TY WHICH AL DESCRIPTION OF PROPER UPON 40EC > � WORK IS TO HE DONE; BLQCK SU$i?2925ION . DETAILS OF CONTRACT: ORAL TIRITEN s HAV RE OF WORK TO BE 'DOirge • 0,01 1r,e F This n4"l"ldavi-t is made: for the '.Pose of Gables to ..s,A a building g permit opu inducing g o her 1 :. covering the work -set City Of Cora I certi out herein. iY that I have read the above and/or other and the statements 'therein contained are true. I Jr da d the state fl nta ned are t and its its President app a corporation this'affidavit. all (Where the owner' have resieauthority by person certified spas.]. 'tned to for the Corporation.) writing by its Secretary' to BUILI'ER OR CONTRACTOR C W NE55:p CCG.Form #14 (B&Z) �.4 Nov 58 CITY OF CORAL CABLES, FLORIDA 8 /9,2W -,V APPLICATION FOR BUILDING PERMIT' Application s hereby made for the approval of the detailed statement of the plans and specifications herewith sub- mitted for the building or other structure herein described Thle application la made in compliance and conformity with the Building Ordinance of the City of Coral Gables. Florida. All provisions of the Laws of the State of Florida, alt ordi- nances of the City of Coral Gables, and all rules and regulations of the Building Department of the City of Coral Gables shalt be complied with, whether herein soeelfied'or not Date 3 OWNER (hir i we4 ADDRESS 01 4.I'f L'� -�.+r-mot • . . _ Lads) Block Section Number of Stories, Number et Units Type of Roof Use of Structure Is building within easement area? Is water available for this building? Size of Lot x Setback F Esllmated Coat , .96 0.. - Architect MISCELLANEOUS PERMITS: .J ! /. . Name and Address of Contractor 1 hereby submit, in duplicate, all the plans and p 5l,ocations fur. - d lliuildIng. All notices with reference • to the. building and its construction may be sent t• 5 C! J / fp w p,jx 9,71 C ' LL 3 i LL/ fit 's• SQUARE FOOTAGE Actual Required Detached Buildings - Land.Coverage Actual cu. ft. per front foot (Commercial Buildings) FEES Building •._F' 0.. Architect-- $ .7 e' d No. .. • F TOTAL STATE OF FLORIDA COUNTY OF DARE SS Before me, the undersigned authority. this day pereonaily appeared to me well known, who being by me first duly sworn, did depose and say as follows: 1. That he is making application for a construction of Coral Gables on the following described premises: - LoUs1 Street permit for the construction, or. repair, of a-bullding.In The City Hiaek Secilan �__ 2. That in conneetlan with the work to be done under such permit no general contractor hen . been . employed or retained, and no person. firm or corporation, acting as a contractor, le receiving any compensationwhatever 1n cameo- •. tion with the work to be done under said permit, except: To be furnished at or before completion of job. (It is understood and agreed that NO CERTIFICATE of occupancy will be issued until a complete list of all contractors who worked an the job has been furnished to the City and unless all such Contractors had current occupational licenses in Coral Gables,) that otherwise each person engaged in said construction work is be.og paid on the baste of a• stipulated sum for his services per day, by the anion. and that the labor being used In such construction is being done by -what is commonly known as "day labor,•"' that effiant, se owner, will comply with the Workman's Compensation law of the State of Florida, by obtaining a statutory Workmen's Compensation Insurance policy or by qualifying with the Florida Industrial Commis. sion as a self•Insurer; that the affiant will withhold Social Security Taxes, anti Federal and State Unemployment Insur- ance Taxes, and Federal Income Taxes front wages of all such . employees working for him on such conetruction and win make returns thereof to. the Collector of internal Revenue, and to any proper State, body, 3. That this affidavit is t•etng made by this afflant for the purpose of inducing the. City to grant a construction per. mit and to avoid the payment of the license fee and the deposit of a contractor's bond, as would be required if this of }ant were engaged In the business of erecting or repsiring bad hogs in The City of Coral Gablee. • Sworn to and subscribed before me thle day of _A D,' 39 My commission expires: NOTARY PUBLIC STATE OF FLORIDA e1• Department of Building and Zoning %74Z —P. Division of Plumbing Inspection CORAL CABLES, FLORIDA / I herewith submit the following plancf plumbing for approval: Employing Plumber 4 p 4 /7) c , Work executed by For a 1 Owner or Agent ,/f Builder or Contractor is r 19 New ❑ Old El-- Story ❑ Addition 0 Remodeled - Dwelling 0 Store 0 Garage ❑ Apartment 0 Hotel ❑ Office Bldg. 0 ❑ Addren 7C /y� /f1 J4�h k Address Lot No. Block No. Subdivision Address Sewer Connection At center of Si.' 0 At Curb 0 r,aru.ra Yu,o. a.atnbq 1.1 awe '' 7.0 rtnoA rtoo4 - moon 4r4. Sim rtoow rtoow Existing Sewer ❑ • To Septic Tank ❑ 604 FLOOR 70• rtne0 00. r10011 S� n.003 t Lnw 'Toru., rtao+ Closets Bath Tub Dish Wash. Mach Sink •/ Lavatory Urinal Slop Sink Auto- Washer l;Sly Laundry Tub Floor Drain Catch Basin Shower, Hot Water Tank Safe Waste Sewer Conrection Air Cond. Equip. Home Heat. Equip Water Service Pool Gas Date Roughin Inspection Ground Work Roughin Approved Date__ • Septic Tank Inspection No. Bed Rooms Tank Gal Drain Field Ft. Approved Date Final Inspection �"—r-G Approved DEPARTMENT OF PUBLIC SERVICE DIVISION OF ELECTRICAL INSPECTION CORAL GABLES. FLORIDA 3' / E -.17 1945 Application is hereby made for an electrical inspection of the Electrical installation in the premises stated below. for which undersigned agrees ro correct any infractions of the National Electric Code. and City Ordinance. as pointed out by the City Inspector. LOCATION AVOID DELAY BY GIVING FULL AND ACCURATE INFORMATION. A SPACES MUST BE FILLED OR APPLICATION l WILL BE RETURNS./ ETURNS fj. J� - tor NLMBERl��I . B l. K NU ER_ 1 SUBDIVISION i:_ - . . STREET AND UMBER / ' 41D� OWNER OCCUPANT OCCUPIED As ��rs- BUILDIN aEW OLo tu/.morcanL W1<1CXI WORK—AUPITIONA E ALTERATION OR REPAIR 1 SPECIFICATIONS_ H, P. OF EACH MOTOR - - - VOLTS_ TOTAL AMPS._,_ PHASE . CLILIN6 1 SRACKE75 Hr EPTACLES C4YITCHES STOVES- WATER NEATENS ++ .SIGNS OTHER APPARATUS v IND OF INSTALLATION_ - - OPEN DR CONCEALED'- - KNOB. RX., BX.. CONDUIT. METALLIC TUBFNG • FIXTURES ONLY. . •J . NUMBER CF '. - TOTAL LIGHTS If CEILING,. EVLIflG, ! eRACAgYy OUTLETS METENS' REMARKS • MASTER ELECTRICIAN BY SIZE OF 60 ORANCH'L'S S12k 6WYICE •Cory6UlY - CIRCUITS' INSP EC NON W}AN-TED / ,yY : yF S j'/1•"S}'.[ ADORESS- 'A 11 I 0'" J44J TTl . 1�51r • Recelvro • sr INSPECTOR, PROGRESS -WILL-INSPECT AGAN�' ' ROUGH WIRING'' FINAL CORRECTEDI .' TO TEMPORARY • DAYS SPACE BELOW .FOR ;-INSPECTOR'S USE ONLY • INSPECTED DATE ISSUED REMARK FEE REMITTED . ROUGH WIRING FIXTURE f'! OTHER APPARATUS INSPECTOR DEPARTMENT OF PUBLIC SERVICE DIVISION OF ELECTRICAL INSPECTION CORAL GABLES. FLORIDA Pc./e," 'g, 194 Application is hereby Made for an electrical, inspection of the electrical installation in the premises sated below, for which undersigned agrees to corner any infractions of the National Electric Code. acrd City Ordinance, as pointed out by the Ciry Inspector. • • LOCATION AVOIDCFELAY BY GIVING FULL AND ACCURATE - BE LOT NUMBER_ - u STREET ANC' N ®ER F7 OWN OCCUPIES BILDIRG —Nevi oR OLD, iul{p(A uiz5rHICHl • SPECIFICATIONS H. P. OF • EACH MOTOR .V�OLTE . . • � ., • - �' TOTAL AMF': '. . er,,L1Nq.-' " BRACKETS REC PTAELES !T- i +WYTCHES B TCY ES WATER 616Ff5... f5 ' DTH E! APPARATUS !NFOHMATION.: ALL SPACES MUST FILLED - WILL BE RETURNED. : - WORK —ADDITIONAL. NEW, ALTERATION OR REPAIR - KIND.OF _ - f ` OPEN OR CtTNCEA.LEp_�.-. . .- KAtoe. FIX.:. BX.. hRLo INSTALLATIoI _ F '• BY - - 1 AOo81E5S' SPACE . BELOW: FOR' INSPECTORS USE ONLY RECEIVED SY INSPECTOR_ PROGRE55 - WILL INSPECT AGAIN. ROUGH•WIRING e FINAL.". f 1b / to. Al at SUBS INSPECTION WANTED Urr, METALLIC TUI UNG . .. .REMARKS FrE REMrvrEn INsPECTEf '1NSPECroR • r DEPARTMENT OF PUFILIC WORKS DIVISION . OF ELECTRICAL INSPECTION - CORAL. GABLES, FLORIDA FINAL CERTIFICATE NUMBER DATE Application is hereby made for an electrical inspection of the electrical installation in the premises stated below, for which undersigned agrees to correct any infractions of the National Electric Code. and City Ordinance; as pointed. our by the City Inspector. LOCATION AVOID DELAY'. BY GIVING FULL AND ACCURATE INFORMATION. ALL SPACES MUST BE FILLED OR APPLICATION.. WILL EE- RETURNED.- - - LOTNUMBER - IBIOCH NUMBER //'///�'77 J.-t'n sueoIVIStON STREET TREET AND NUMBER .�"'IPI ' //#0,4'/i✓Or J- M1!/r SIGF OWN •, OCCUPANT . . . t7Aj /Frt'1 H, P. OF EACH MOTOR :. CEPLING RACKET RECEPrAc SWITCHES • TOTAL OUTI.ETS SIZE aF + 4 FOR SERVICE • SERVICE.• REMARKS ,Tf 1lr-/ Ai' '...5 L: COMPANY CONDUIT, WIRE O ' - . RANGES OVEN WATER HEATERS - MASTER ELECTRICIAN i 1r©- HATd,Reit • PHONE Of / 7-H, � REFRIGERATORS INSPECTION` WANTS SPACE BELOW FOR INSPECTOR RECEIVED BY ,INSPECTOR . SLAM INSPECTION R WUGH INSPECTION FINAL INSPECTION AMP. EREH FEE COLUMN O • B ELLS .'. . ATTIC FANS. FANS: WATER RUMP � ... DISH WASHER' DISPOSAL. • NAIR DRYERS 51N5 ^AIR COND.. METERS MOTORS TEMPORARY WASHER DRYER .DEEP FREEZE LIGHT CIRCUJTS TOTAL AMPERES FIXTURES LAMPS INSPECTOR TOTAL PEE fi� i<s7 Tt r 14; t' t7 to1 r K'ian . CITY OF CORAJ.. GABLES, FLORIDA •' APPLICATION F.011 BUILDING "PERMIT `. • Application is hereby, made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is mode in eampfiance and conformity with the Building Ordinance of the City of Coral Gables, Florida. All provisions of the Laws of the State of Florida all ordinances of the City of Coral Gables; and aurules and regulations of the Building Department of the City of Coral Gables shall:�he'complied th whether herein specified or, nor Itlack ection Number of Merles r Number of Units Type of R ifse of Structure Is building •within easement area?. 4 Is water available for this building? Size of Lot Setbacks F S Rfee f f? I,7; Estimated Cost /' rip en ti cIuloct flV t-o sIISCE4i.ANE[IUS PERMITS; Actual • Required Detached Buildings Land Coverage" Actual cu. ft: per front foot (Commercial Buildings) Building Ardhitect f hereby submit, in duplicate aU the pleas and specifi tfons for d buildin Alt notices with referenceto the building an its construction may be sent'to 2 2 3 9 � r' r yV /ir_3 /• Phone // -� �. (Signed) STATE OF. FLORIDA ) COITSTY OF DADE ; } 55 Before me, the undersigned authority, this day personally oppeared tome well known, who being by me first duly sworn did deposeandsay asfollows: . co the following described premises;I. That he is making application fora construction permit for the construction or repair, of a building in The City of Coral Gables '• • Lot(s) Block Section__ Street ' ' 2. That in connection with the'work to be done under such permit no general contractor has been employed or retained, and no• person, firm orcorporation, acting as a contractor, Is receiving any compensation whatever in connection with the work to be done under sold permit, except: that otherwise each person engaged in said construction work is being paid on the basis of a stipulated sum for his services per day,.. by the efant, and that, the lobar being used in such construction is being' done by what is commonly' known' se "day, labor;" that afilant;'as owner, will comply with the Workman's Compensation law of the State• of. Florida, by obtaining a' statutory Workmen's.' Com motion insurance policy or by qualifying with the Florida Industrial Commission as a self -Insurer; that the affiant will withhold Sac' i Security Taxes, and Federal and State Unemployment Insurance Taxes, and Federal Income Traces from wages of all such crap oyces working for him on such construction and will make returns thereof to the .Collector of Internal 'Revenue, and to any proper State body; 3. That this affidavit is being made by this :talent for the purpose of inducing the City to grant a construction permit and to • avoid the pnyment of the license fee and the deposit of a contractor's bond, as would be required if this affiant were engaged in the business of erecting or repairing buildings in The City of Coral Gables. Sworn to and subscribed before me this day of A.D., 19 My commission expires: •• NOTARY Pt]IIL1C STATE OF FLORIDA i OWNER_ Mr. W. Tanis ADDRESS 26t Anderson Road Lot(s) Block -Section CITY OF CORAL GABLES, FLORIDA 97/y`/ APPLICATION FOR BUILDING PERMIT. Application Is hereby made for the approval of the detailed statement of the plane and specifications herewith sub- mitted for the building or other structure herein described. Tide application is made In compliance and conformity with the Building Ordinance of the City of Coral Gables, Florida. .All provisions of the Paws of the State of Florida, all ordl- nances of the City of Coral Gables, and all rules and regulations of the Building Department of the ,City of Coral Cables shall be complied with, whether herein specified or not. - - :Date August :t, . 19 58 Number of Storlea Number of Units Type of Roof Use of Structure Is building within easement area? Is water available for this building?. Size of Lot x Setback F R t. Estimated Coat : • $ 250.90 Architect SQUARE FOOTAGE Actual Required Detached Building] Land Coverage Actual cu. ft. per front foot (Commercial • Buildings) Building .: $ Architect ' Eand No. $ TOTAL FEES •. MISCELLANEOUS PERMITS: . Roof cleaning and coating 2,,00 sq. ft. Name and Address of Contractor MOT. ROOF Tier:. of Thant( 23lllenerin Avo. Corn 1'Onhlg4s Fla I hereby submit,in duplicate, all the plans and specifications for said •bullding. All notices with reference to' the building and Its construction may be sent tn p Phone (Signed) (11-14)" MJ Owne STATE OF FLORIDA SS COUNTY OF DADE :. Before me,the undersigned authority, this day personally appeared to me well known, who being by me first duly sworn, did depose and say as follows: I. That he 15 making application for a construction permit for the construction, or repair, of a building in The City of Coral Gables on the following described premises: Lot(s) Bloek _ Sectlott_ Stree` 2. That in connection with the work to be. done under such permit no general contractor has been employed or retained, and no person, firm or corporation, actingas a contractor, is receiving any compensation whatever. In connec- tion with the work to be done under said permit, except:: . To be furnished at or before completion of job. (It Is understood and .agreed • that NO CERTIFICATE of occupancy will be issued until a complete list of all Contractors who worked on the jobhas been furnished to the City and unless all such Contractdrs had current occupational licenses in Coral Gables.) that otherwise each person engaged In said construction -work Is being. paid on the basis of a stipulated sum for his services per day, by the afflant, and that the labor being used in such construction, le being done by what iscommonly known as "day labor;" that afflant, as owner, will comply with the Workman's Compensation law of the State of Florida, by obtaining a statutory .Workmen's Compensation Insurance policy or by qualifying with the Florida Industrial Commis- lion as a self•Insurer; that the afflant will withhold Social Security Taxes, and Federal and State Unemployment Insur- ance Taxes. and Federal income Taxes from wages of all such employees working for him an such construction and will make returns thereof to the Collector of Internal Revenue, and to any proper State body. 3. That this affidavit is being made by this afflant for the purpose of inducing the City to grant a construction per. mit and to avoid the payment of the license fee and the depoalt of a contractor's bond, as would be required if this afflant were engaged in the business of erecting or repairing buildings in The City of Coral Gables. COOL ROOF'Inc. of Miami or tractor) - Sworn to and subscribed before rite day of 1:y co nrnlaslon expires: D., 1H. L. NOTARY PUBLIC STATE OF FLORIDA I]EPARMENT OF PUBLIC SERVICE DIVI5IoM' OF PLU1:T iI G Ii35PECTIOr•I CITY OF CORAL GA 3L.rS, FL.). 'hat Ys.4 B PERJI IT No. /-3 a S7 P D/YTE — .4 ei T herol:ith submit the follortinr, application for . a pi,r- .t covering the installation Of SEPTIC TA/4/{ Co ri 0 SOAKAGE o2 PIT DELAYING NEU a o ", •„�r.,i,T. 4F• DP•'tlrl. TILE • INSTALLED BY 42 • '„�„� ti AD3:TLSS NE:F oIi} STQ7( ADDITTtr'1 MUMBLED' MBLED STC�t'YE GARAGE APT. ' HOTEL OFFICE' rpIDENC, r tf 'GARAGE .FLOOR rP , DUIL132T?C:IJi� STORES IfOTEL R(7oiE - ' ' v }ROOT OYINE_t • or CO`1MICT'OR .: ADDRESS 1.• :. 3Lch SUDDIVIS:/0,d ADDRESS OF i /aNC ICa..tJ..--r TPE OF TAM INSTALLED. C;,PACITY IN 'GALLONS. SI'E ®" SOAKAGE PIT Pi7f:F'C.SF. Or ..,ham ADDITIONAL IHFO.RLATI'J'! • READY FOR IL SPECTIGN: Di TE 'APPROVED i CONDxa NED _n, r ? CORAL GAB'LES,,' FLORIDA:' BUILD DEPARUIEIJT- Date NOTE; (THIS FORM KISTBE PRESENT TID BEFORE Lid -ITS CAN BE CONNECTED. PLEASE D ELUTE FINAL OCCUPANCY INSPECTION TO: 112.. .1e --,{::...e.____:1: CV. ‘714/: iefe• .-4.‘11...J11'44 OWNER►S NAME • ADDRESS OF JOB SIDEWALKS . AND DE?.IVErJAY APRON HAVE: BEcN REPAIRED OR I NSTALL D , AS' SPMIFTID BY THE C i rY Cis CORAL GABLES ALL SUBCONTRACTORS WHO HAVE CONTRACTED WORK'FCR A STIPULATED AMCUNT, AND FER FORMED WORK -ON THE JOB, ARE AS FOLLOWS: (PLEASE PRINT OR TYPE) NAME) (ADDRESS ) ('TELEPHONE NO.) )-sthWERill gg i--FNG.iiIE`"r.R. y- _' [� 1f f L AROHIT ACT: . • /'1 �''CIEARIAiG w fr OR DIGGING, EXCAVATING:" ', •,a,... -CONCRETE PLACEMENT: ..?. tx.lr' - r' LGONCRETE & STEEL ERECTION: ; '- eeic; BRICK, ''CONC E, h e2. �"i L � . fi r. --y.-� ` . CRETE FRAMES WINDOW ERECTION ONLY - , rye 41 OAS (ERECTION ONLY): r • •:: RROHNG:. fh - -x- (17 S. VICAR %` i . 'STONE..; .TRIM, hkANTIE,'ETC , : Fi�EC3ION ONLY PLASTERING E• ;. fj�2 f`�1 r� T�l' .. , ,5i ' J t J &.: • MOD, ASPHALT. LETLQiBi& SANDER & FINISHER:" ,;rr c+ j ).J I]f J\-7 L.t r.R..G. TILT SILr ih 01+1,:<ROOK'WOOL: • �;- TH,ETC: LAC.OUSPECAL TILE, ETC , ' PEI ERING: ' "IaTOIVEN CABINETS ' (ERECTION :ONLY) v ✓ 144%.3-A-IrWeRK .(RATLING.'AND GRILLES) U ; UA-YIRK (ROOF AIR DUCTS, ETC): Le -4 may... LAIR: GONDIT,IONING .. •7 , i'WEL7;-DitILLTNG. JIr LLAWN-,-SPRINKLERS; FIRE, E'FC . . tOARAGE.-DOORS r 1`• JALOUSIES: `"` `V { I IAN BLINDS: P TNT -1110.: LIA, zi--PAPER, ETC: tFIOUSE-ClEANING . (WIDOWS; LANDSCAPING AVI NG /5ir%4)A I' HEREBY CEEJ TIFY THAT .ALL: NAMES' HEREON ME TRUE AND CORRECT AID THAT I AM RESPONSIBLE FOR ALL JOBS LZSTi) AS DAY LABOR.` OWNED ( GEti1ERAL CONTRACTOR ( ) .R, :i. • epartment of Public Works Division of Plumbing Inspection CORAL GABLES, FLORIDA I herewith submit. the foli-riving ple;i of plttmbing for approval: , • Employing Pluuiher. Fora Owner or ;Agent •lVork executed by New Old ©'' Story d Addition Q Remodeled 0 Dwelling >Rr' Store. 0 Garage ❑ Apartmw t' : Q hotel 'Q Office Bldg' . Q �/terc Address Iltiilder orC itr o fs.. - : `' 62.11.44.4.4.-4 , rii3clrcrss' Lot No. .Block No. : Subdivision' Address • ., Sewcr'Connection At center of St: 0 At Curb' Exlstu1b:Se.wvcr t C] Zo Septic Tank 0 FIRTt1RE5 • YARD Closets-- BASEMENT FLOOR- l;.FLooR.-1 FLOOR I FLOOR.• FLOOR ,; -,FLOOR 7TH' RTII: , 9TH. IOTH -r, '.'FLOOR FLOOR. FLOOR.. : FLCOR, �. H;t i Tub Sink Lavatory Urinirl Slop Sink • Laundry: Tnli Floor Drain''.'' Catch Bashi ". • Shower:: Hot Abater Tank Lr= Safe AIMS te,. Sewer Connection - 'Mr Cond. Egiiip.•- Horne Fleat: E nip Date g-t.tF. Roo tin Inspection Ground Work ,Roughin2r Approved 1)atc Septic Tank llispection No. Bed Booms Tank Oaf. ]Drain Field Ft.' Approved Date' / ' " I ••••••• ryG Final Inspection 7/74. ,v e.9--f3ay'7_ Approved Sketch position of building and lot lines in square. (which represents an entire city block), showing °a which street the • Minding and lot faces; also show exact location of 'r in street and position of lateral. or septic tank: Show sewer and any change in direction swine may make. NORTH SOUTH' WEST NORTH 4 CAS llcinarks SOUTH ,r BUILDING.. .F4L STREET CITY of CORAL GABLES INTER - OFFICE COMMUNICATION To Chief Collector From Bui1din. Dept. Date September 17, 1986 19___ Subject Building Permit No. 29954-B, located at 2614 Anderson Road. Lots 11.J2, Bik. 4, Sec. "A" 5/102. This is to advise you that Building Permit No. 29954-B, dated ,July 19, 1985 has expired and is voided. Construction never started. CB :Iv CITY of CORAL GABLES INTER - OFFICE COMMUNICATION To Finance Director From Building Dept. Date September 17, 1986 Subject Refund of Permit No. 29954-B, located at 2614 Anderson Road-, Lots 11-12, B11:: 4, Sec. "A" 5/102. Please refund the following to: Bond #26423 $ 300.00 CB:ly M/M Ignacio Granda 2614 Anderson Road Coral Gables, Fla: 33134 C. Brown, BUILDING OFFICIAL • e. September 12, 1986 Mr. Clinton Brown Building Official Coral Gables City Hall Dear Mr. Brown: Attached you will find a copy of receipt #26423 dated 7/19/85 representing $300.00 deposit in connection with Building Permit #2995._B. As planned work was not done, S would like to cancel said building permit and obtain corresponding reim- bursement. Tahnk you very much for your cooperation.. Sincerely, Ignacio S. Granda 2614 Anderson Road 'Coral Gables, FL Sworn to and subscribed before me this 15th day of September 1986. NOTARY PUBLIC My Commission Expires, Mary M', tate at raids fyCoemistion Meru M y 14 'D Bortdre They Troy Fab, Insurance, Inc. START BUJLDRG 'FIL STREET ADDRESS CITY OF CORAL CA9LES BUILDIbM & ZONING N CHAN/CAL PERMIT APPLICATION , DATE: T7 -1/20I9, /�19.&-: Job Data I hereby cake application for a permit to cover lsfTAUUTIOI o. ' TYPE SPACE HEATERS IT:414NTRAL HEATING 2,444! AIR CONDITIONINC {YIIPD� 454f)A a2.60 [1 a is ta4i.Yia/v.a0 tr .0 REFRICERATICN PROCESS'A_N,TD PRESS. PIPEM9 UNDERCRaVND TANLS ABOVE CROU M TANS U.F. PRESSURE VESSELS STEAM BOILER$ HOT WATER BOILERS MECHANICAL VENTILATION ESTERNAL COMBUSTION ENG. AUTO SPRAY BOOTH FIVE SPAINIIZER SYSTEM COOLING TOWERS HISC. 1:011D. DRAIN 1EA TOTAL. wait--- 'f ! q 6--UC9 BUILDING wry, .'(cC9AYIC�L3 / / PERMIT 1 s f PFR:IIT I:O: rafrf_ Aga 00 EST. COST: ISN ca rP 7dri, 'i, •f' r "E2SMf%4% E�`ra. /4 JOB ADDRESS L+O i- T J/ /. Ewa . 4 SUBr1IVISIOH -.fir 4.#.94( �i)z9 Application is hereby made.to'cbtaia a perait to do the werk and installations as hereon indicated. I. certify that ne .Work or installation: has been effected prior to the issuance of•saad permit and that all work vill be performed . to cent the standards of all Levi regulaefog-.- construction in Dade County. I furth-r certify that I have checked and am .. responsible for ths.adquacy of any ex- isting systems to which the work des-.. cribed thus permit adds.extension or makes engss. - L1� GSA 'F DR OWN Required Ins a-tions Be�tin Air Condi" inning Refig: eratia Tank •. Boilers SPresaur Vessels Ventile tion Final Misc. List INSPECTION RECORD Inspectors Date. Date Other Insp. Name A••. :hiss. List Type, Extent Or Units Checked Rou h Unit.b Floe' Final Unit & Flue • Rough putts - Final Ducts Rah Unit Final Unit Rough Duc t Final Duce Rough Final Rough Final Rou h Pine1 Roth Rough Final This splice represents the Lot. Indicate the building in space showing the distance front lot lines and other buildings. Insp. NAme Date App. Date Disap, List here: Reuons for all Ddsapprova]s, Date & Type of ell'HotLces left, all • Verbal Instructions to Contractor and Any. Other Information Pectinent.to the Inspection of This Job. -ce41.4' 67,81T: e6 -. eg"i: X6725 -•/32,41P -, .4.2. /47: