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w/y1) writ S /f 1'77 2 S 36x36.W•14 4loA• 0,2- 0 ,2 /.Z • p 2 - 34 "W. A4 T•'eof - os 5•o% /to/1, 0 ,& /2•o �L Ax# a/- os2�. 1 3d X36 koa.02 -0 • py A. -` 0/4- 0/ NvA. oz- oz o y 05-25- 01 1-36 / j'3' f / R6HN 25 M E 9 6 S 7`" f'lIAMI Cl/ORES F_Lo RISR 3313 B 2- 8 il/• /1. > /V o14. 02 - 02 / -2 01 1 4,# o/- oS,25. t/ ,2- 36'`,'36'/ (,P/ • lY No' 02 02 /,2 • o y A.4' o/ - H. 4 ) 6 4 . 0 , 2 - t , 2 . oy n 0/- 05.2s. 0/ • s. ti 3 6 i CCIS 4)04. 02 -OZ! o 4.# 0/- OS25 0/ < 2_ 36 "X118 "UJ.. / y Nom. 0 2 - 02 /2 . oy ILA 1 NoR.0z- 0;2, /2 - oy 0 /- DS2S /• .36X3 c W M. Noa 02 /2.o/ f f O/ -- . / MIAMI•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Kinco Ltd. 5245 Old Kings Road North Jacksonville ,FL 32254 The expense of such testing will be incurred by the manufacturer. APPROVED: 08/02/2001 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVLSION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Series "RW -XHP" Aluminum Horizontal Sliding Window under Chapter 8 of the Code of Miami -Dade County governing the use of Altemate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not he valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a johsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01- 0525.01 EXPIRES: 12/24/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \\ 50450001 \pc2000\ \templates\notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com Homepage: http : / /www.buildingcodeontine.com Kinco Ltd. ACCEPTANCE No.: 01- 0525.01 APPROVED : AUG 0 2 2001 EXPIRES : December 24. 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 98- 1009.02, which was issued on December 24, 1998. It approves an aluminum horizontal sliding window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "RW -XHP" Aluminum Horizontal Sliding Window and its components shall be constructed in strict compliance with the following documents: Drawing No W98 -55, Sheets 1 through 5 of 5, titled "Series RW -XHP Aluminum Horizontal Sliding Window ", prepared by Al- Farooq Corporation, dated 07/29/98 and revised on 5/10/01, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum horizontal sliding window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Perez, P.E. Product ' on of Examiner Pro + ontrol Division Kinco Ltd. ACCEPTANCE No.: 01- 0525.01 APPROVED : AUG 0 2 ..2001 EXPIRES : December 24, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this la age 3 Manuel : - rez P.E. Product Co xaminer Product : u trol Division END OF THIS ACCEPTANCE 3 Kinco Ltd. ACCEPTANCE No.: 01- 0525.01 APPROVED : AUG 0 2 2001 EXPIRES : December 24, 2006 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not Part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W98 -55, Sheets 1 through 5 of 5, titled "Series RW -XHP Aluminum Horizontal Sliding Window ", prepared by Al- Farooq Corporation, dated 07/29/98 and revised on 5/10/01, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of a Horizontal Sliding Window, glazed with 3/16" ann. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2071, dated 06 /25/98, signed and sealed by Gilbert Diamond, P.E. 2. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with marked -up drawings and installation diagram of a Horizontal Sliding Window, glazed with 1/8" ann. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-2070, dated 06 /25/98, reissued 8/31/98, signed and sealed by Gilbert Diamond, P.E. C. CALCULATIONS 1. Anchor calculations and comparative analysis, prepared by Al- Farooq Corporation, dated August 22, 1998, revised on May 17, 2001, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Letter from Kinco, Ltd., dated May 18, 2001, stating that the product has not changed since it was originally approved. 2. Letter from Al- Farooq Corporation, dated May 18, 2001, stating that the engineer who performed the review of the product is still in the engineering business. 3. Statement letter of conformance, dated Aug. 28, 1998, signed by Humayoun Farooq, P.E. 4. Statement letter of no financial interest, dated Aug. 28, 1998, signed by Humayoun Farooq, P.E. 5. Laboratory Compliance Letters for Test Report FTL -2070 and FTL -2071, dated July, 10, 1998, signed and sealed by Gilbert Diamond, P.E. F. OTHER 1. Notice of Acceptance No. 98- 1009.02, issued to Kinco Ltd. for their Aluminum Horizontal Sliding Window, approved 12/24/98 and expiring o 12/24/ )1. E -1 Manuel Produc erez, P.E. Product Cole `xaminer trot Division e SEE CHART FOR H6 OF ANCHORS AT HEAD OR SILL 11 C) -...==.7.. li © II II I 11 JL_ ____JL___-_ ____�L____ ter ____ ____ r ____ II II II II II II II 11 II g to i � ° = =....5”,-..,..... (/ / /, ,,, // - -'�--- -' .11 ii Ij __ 0S0 -MIN. .___ OSB -MIN. __ DSB -ANN G LASS GLASS CI 11 II II II 21 7/6' 7'I4AX. D.L OPO. 24 1/8' VENT WIDTH SIX i 12'MAX /4 MAX TYP. 74' WINDOW WIDTH TYPICAL ELEVATION ( XOX ) TESTED SIZE APPROVFD CONFIGURATION$ GLASS WIDTHS TO BE EQUAL ON MOVING AND FIXED I.ITES SURFACE APPLIED NUNTINS OPITENAL °�° • 2 3/4' MAX. DESIGN LOAD CAPACITY - PSP (000 - ANN. GLASS) WINDOW DNS. • WIDTH 73' 85' 97. 109' 73' 85' 97' 73' 74' 74' 74' HEIGHT 25' 37' 49' 26' 38 -3/8' 50 -5/8• *7408098 HEAD 7 8 9 10 7 8 9 7 7 7 7 SILL 6 6 7 6 6 XOX SIRES EXT.. 35D 53.0 53A 52.8 51.7 48.9 44.8 35.1 55.0 49.4 34.0 INT. 73.0 68.3 61.7 5L8 51.7 48.9 44.8 351 75.0 49.4 34.0 SERIES RW -XIIP ALUM RORT7„ SLIDING WINDOWS COMPARATIVE ANALYSIS CHART BASED ON FTL-2070 TEST SIZE = 74' X 50 -9/18' (X0X) TEST LOADS - +82.5, -82.5 PSF DESIGN LOADS a +55.0, -55.0 PSF WATER INFILTRATION TEST - 8.25 PSF TESTED GLASS a OSR- ANNEALED ( IMPACT RESISTANT SHUTTERS REQUIRED En9r. OR HULAYOUN FAR000 STRUCTURES FLA. PE 0 16357 2001 DESIGN LOAD CAPACITY - PSI? (DSO - ANN. GLASS) WINDOW DIMS. WIDTLI 23' 37' 49' 61' 73' 25' 37' 49' 61' 25' 37' 49' 86 -v2' 37• 33 -1/8' 74' 26 -1/2' 37. 53 -1/8' 74' 26 -1/2' 37' • IEI@R 25' 37' 49' 26' 38 -3/8' 50 -5/8' ANCHORS HEAD 3 4 7 3 4 5 6 3 4 5 3 4 5 7 3 4 3 7 3 4 SILL 2 4 4 5 6 2 4 2 4 4 3 4 5 6 3 4 5 6 4 X0 OR OX 80215 EXT. 55A 53.0 551) 55.0 5L5 55.0 55.0 51.5 46.7 55.0 47.7 33A 550 53.0 33.0 496 35.0 35.0 49.4 39.1 55.0 47.2 INT. 75.0 75.0 75.0 63.7 51.5 75.0 60.8 51.5 46.7 75.0 47.7 35.0 75.0 75.0 706 496 75.0 58.5 49.4 39.1 70.5 472 NOTES; 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1894 EDITION FOR DADE COUNTY. ALSO FOR WINO LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS. MUST BE ANC1i0RED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. APPROVED AS COMPLYING YF11H THE 8010TH FLORIDA WILDING CODE DA 8Y PRO • •' NTROL DIVISION am .. „ 000EOOMPUANCEOFFICE ACCEPTANCE NO of - 4. o U o° a o a o a 41 u- U n z1 8 � O • m1 N dd6 § 0 X / drawing no. W98 -55 sheet 1 of 5 .z /l 9s 1HJOH 1H3A II II 1-(D II II ii II 11 it sr---- II GL OL GL - - -- I I II II II ii • ;L II II 11 II U n '--- �r- 7.T 'Ir --- ii��' ii 3/16' ANN. CL . __1/4' ANN. 01. __ - -- -3/16' TEMP. 0L - - - �� ' 'WO 'l'-11:1 _I g O �i ii 11 II II II u' u. ----'H' -. .===.-.1, - -__ r It l: .1 I I,. : II I 11 _.- -ZI�3r 3/16' ANN. CL 1/4' ANN. GL , - - I6' TEMP. GL - - - " 3/ I - II II u II II II N - ---v - / ?i ii j%!� 1 1 II -==_r 3/16' ANN. ___1/4' ANN. ' '3/16' TEMP. /��) I I Y I SEE CHART FUR NO. OF ANCHORS AT HEAD OR SILL r wx. 2 3/4' AUK 15 1/4' MAX. TYP. o- 112' WINDOW WIDTH TYPIC.AI ELEVATION (xox) TESTED C_17E SURFACE APPLIED NUNTINS OPTIONAL .20:1 12X X.Qx APPROVED•CONFIGURATIONS GLASS WIDTHS TO BE EQUAL ON MOVING AND FIXED LITES 33 1/2' 12'A<Ax TYP. O.L OPG. 38 1/8' VENT WIDTH D83IGN LOAD CAPACITY - ESP (30E SIZES) WINDOW DIMS. WIDTH 73' 85' 97' 109' 73' B3' 97' 109' 73' 85' 97. 109' 73' 85' 97' 109' 74' 74. 74' 74. HEIGHT 25' 37' 49' 61' 26' 38 -3/8' 50-3/8' 63' ANCHORS HEAD 7 8 9 10 7 8 9 10 7 8 9 10 7 8 9 10 7 7 7 SILL 6 7 8 8 6 7 8 6 7 8 6 3/16' ANN. CLASS EXT.< ) 53.0 55.0 55.0 530 55.0 55,0 55.0 55.0 55,0 52.3 50.8 552 45.9 42.0 39.3 55.0 55.0 55.0 542 1NT. < -> 90.0 902 902 902 81.7 792 712 65.3 61.7 393 523 50.8 49.5 43.9 42,0 39,3 90.0 77.7 58.9 47.3 1 4' ANN. GLASS 3 16' TRW. GLASS EXT.0 +) 55.0 552 552 55.0 35.0 55.0 552 55.0 55.0 55.0 55.0 55.0 55.0 55.0 51.4 47,9 55.0 55.0 552 552 1040,0 -) 900 90.0 90.0 90.0 81.7 804 792 78.1 61.7 60.3 59.7 59,0 49.5 48.6 47.9 47.4 90.0 77.7 589 47.3 SERIES RW -XHP ALUM. HORI2. SLIDING WINDOWS COMPARATIVE ANALYSIS CHART BASED ON FTL -2071 TEST SITE - 112' X 63' (XOX) TEST LOADS - +87.5, -87.5 PSF DESIGN LOADS = +45.0, - 45.0 PSF WATER INFILTRATION TEST - 8.25 PSF TESTED CUSS - 3/16'- ANNEALED IMPACT RESISTANT SHUTTERS REQUIRED Irv,: 06. HUANYOUN FAR000 STRUCTURES FLA. PE + 18557 JUL 17 ;001 DESIGN LOAD CAPACITY - P87 (I0 OR 03 MEW WINDOW DIMS. WIDTH 25' 37' 49' 61' 73' 25' 37' 49' 61' 73' 25' 37' 49' 61' 73' es' 37' 49' 61' 73' 26 -1/2' 37' 53 -1/8' 74' 26 -1/2' 37' 53 -1/8' 74' 26 -1/2' 37' 53 -1/8' 74' 26 -1/2• 37' 53 -1/8' 74. HEIGHT 23' 37' 49' 61' 26' 38 -3/8' 50 -5/8' 63' ANCHORS HEAD 3 4 5 6 7 5 6 7 3 4 5 6 7 3 4 5 6 4 7 3 4 7 3 4 5 7 3 4 7 SILL 2 4 4 5 6 2 4 4 6 2 4 4 6 2 4 4 6 3 4 6 3 4 6 3 4 5 6 3 4 3 6 5/16' ANN. GLASS EXT.(*) 53.0 53.0 55.0 53.0 55.0 55.0 552 55.0 55.0 55.0 33.0 55.0 55.0 55.0 50,6 55.0 552 552 422 391 55.0 55.0 55.0 55.0 55.0 512 552 55.0 55.0 33.0 55.0 48,6 552 552 483 37.4 INTO -) 90.0 90.0 90.0 90.0 90. 90.0 90.0 86.9 74.7 652 77.2 69.5 65.6 55 50.6 622 55.8 527 42.2 39.1 900 90.0 902 86.1 90.0 88.8 77.3 62.1 70.5 67.3 58.6 486 36.6 54.1 47.1 37.4 3 /1 1 4' ANN. CLASS 8' TEMP. GLASS EXT.0+) 550 552 552 552 532 " 552 552 550 55.0 532 55,0 55,0 55.0 55.0 53.0 552 55.0 55.0 53.4 47,7 55.0 53.0 55.0 55.0 53.0 550 55.0 55.0 552 55.0 532 352 53.0 552 552 452 1047.0 -) 90.0 90.3 90.D 90.0 90.0 90.0 90.0 86.9 83.8 80.3 77.2 69,5 65.6 632 61.7 62,0 552 52.7 50.8 47.7 900 90.0 90.0 90.0 90.0 848 77.3 77,3 70.5 67.3 586 58.9 566 541 47.1 452 APPROVED AS COMPLYING WITH THE D6 COBIPUAICE OFFICE ACCEPANOE N0.OI - 6 SZ$ . 0 3 7S 03 0. 7 drawing no. W98 -55 cheat 2 of 5 5 WEEPS 3 PER VENT 3 TYPICAL ANCHORS SEE ELEV. _TYPICAL ANCNQ2S SEE ELEV. 1'BY DR 2'BY VDDD BUCKS / 10 X 1/2' SMS 0 12' O.C. WOOD BUCKS NOT BY KINCO LTD.. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER TMEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV, :E 1 BY OR 2 BY W000 BUG( OEM 3 4 5 6 7 8 9 15 11' 12 13 14 15 16 17 18 19 21 22 23 PART / AF - 12148 AF -12132 AF- 534693 AF- 534692 AF -12152 AF -12153 AF- 333041 AF -12141 AF -12142 AF -12143 AF -12165 L-015 05-175 421 141 7318 7518 6625/9' SNS 68X2' FM SMS 6851' FM 0142 7538 -153 7338 -169 QUANITTY 1/VENT 1/ VENT 1/ VENT I/ VENT 1/ VENT 1/ VENT 2/ VENT AS READ. 2/ VENT 2/ VENT AS REED. AS ROOD. AS 90211. 2/ STILE 2/ STILE 1/ LOCI! STILE 1/ LOCK STILE DESCRIPTION FRAME MEAD HEAD SPACER. 2 -7/16' LONG AT FRED RAIL FRAME SILL FRAME IUB SILL FRANE MOVING JAMB FRAME FIXED JAMB FIXED MTG. 01I1.0 VENT TIP RAIL VENT BOTTOM RAIL VENT SIDE RAIL VENT LOCK STILE WHEEL MUSING GLAZING BEAD ROLL FORMED ALUM VNEEL AXLE VMEEL FIN -SEAL V' STRIP .270V X .31151 FIN -SEAL V' STRIP .270'/ X .130H VENT P240 FRAME ASSEMBLY SCREWS HEAD TO FIXED STILE SILL TO FIXED STILE VENT LATCH Lil. AT KIDSPAN VENT LATCH RM. AT NDSPAN MATERIAL 6063 -T6 6063 -T6 6063-16 6063-16 6063-16 6063-16 6063 -T6 6063 -T6 6063 -T6 6063-16 6063-16 BRASS ZINC CAST ZINC CAST ALLMAX/ECHELL AU114,1X/BQ4NELL ALLMAX/BWNELL ALUMAX/BI74NELL ALUTAX/DOW ELL ALUMAX/BONNELL ALUMAX/BONNELL ALUMAX/BONNELL ALUMAX/BONNELL ALUMAX/BONNELL ALUMAX /BONNELL RUCHES SUPPLY FL SCREEN/MARLIN METAL SAUNDERS ENG. SAUNLCRS ENO. SCMLESEL SCSILEGEL ALLEN - STEVENS ALLEN- STEVENS EXTERIOR GLAZED BY USING ROLL FORMED ALUMINUM BEAD AND 'SCHNEE MOREHEAD 5555' ADHESIVE BEDOINC COMPOUND. TYPICAL ANCHORS; A. 012 X 1 -3/4' SMS INTO 28Y 9.000 BUCKS OR. WOOD STRUCTURE B. 3/16' TAPCONS THRU 18Y WOOD BUCK 1 -1/4' MIN. EMBED INTO CONC. OR BLOCK SRST.ANTS; ALL FRAME AND VENT CORNERS, INSTKIATION SCREWS SEALED WITH 'SCHNEE MOREHEAD 5504' SEALANT. Engn 0M MUHMYOUN FAR000 STRUCTURES PIA. PE / 16357 JUL 17 2(0 APPROVED AS COMPLYING WTHTH; SOUTH DA AUb OL 1XVtMON AccurrAtaNO r N 01 40 0 1'1 drawing no. W98 -55 (sheet 3 of 5 ) 0 JCO LAYOUT ox OPPOSITE XQX LAYOUT 1/4' SHIM MAX. Ifilr NV EXTERIOR WINDOW WIDTH O HEAD ©0 O SILL TYPICAL ANCHORS SEE ELEV. 1/4' SHIM MAX. o wri EXTERIOR WINDOW WIDTH Engn DR. M STR FARaOG FIA PE # 16S37 JUL 3.7 20 TYPICAL ANCHORS .SEE ELEV. APPROVED AS COFIPLYINGNTTH THE SOUTH FLORIDA EUf OINO CODE PR• • CONTROL !PAWN SUIL• • DE COMPLIANCE . ACCEPTANCE NO. QI —O Y2 r. o, 2 2 az 8 o Z J a. k s t drawing no. W98 -55 (shoat 5J FRAME HEAD n .L410i 111.6111E903 FR AME SII I A62 TYP. T H 1.000 I SUB 911 974- -I 1 r 1.139 17_ R — �IrA62 TYP. MOVING JAMS FIXED JAMB .750 ,491 II .922 A62 TYP. -4 SASH TOP RAII SASH BOTTOM RAIL r lz90 1.062 TYP. 750 --1 .859 I-- I FAD RAIL 1 290 1.121 1 7 .062 TYP.� LOCK RAII. FIXFTI MT(;. RAII VENT TOP CORNER �If VENT BOTTOM CORNFR FRAME TOP CORNER &Wr•. 06. HU? AYOUN FAR000 STRUCTURES R PE / 10557 JUL 17 200 APPROVED AS COMPLYING WITH THE SOUTH Fl. DA A DIVISION cQOENS V 11A6L'E OFFICE xcen rocEM7, Or s t drawing no- W98-55 sheet 5 of 5 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Gopi Glass Sales & Service Corp. 7450 NW 41 St Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Tube Mullions APPROVAL DOCUMENT: Drawing No. M95 -16, titled "Aluminum Tube Mullion ", sheets 1 through 3, prepared, signed and sealed by Humayoun Farooq, P.E., dated 2/11/02, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable 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 thc manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 99- 0331.02 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02 -0212.04 Expiration Date: March 28, 2007 Approval Date: June 27, 2002 Page 1 5.000 6000 INSTRUCTIONS. USE CHARTS MO GRAPHS AS FOLLOWS. STEP TFP 4 STFP 5 MULLIONS CONTAINING TYPICAL GLA7ING__PRODUCTS HORIZONTAL OR VERTICAL, 5E1 WINDOW OR 0008 APPROVAL FOR FASTENERS S12ES AND SPACING• STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 7 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PR000CT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MIXON SRC WITH DEVON RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR TYPES ON SHEET 3. AND ANCHOR CRAPMS ON SHEET 2. SELECT ANCHOR TYPE WTTH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE .S11:2 —5 TYPICAL GLA2(NG PRODUCT I I-I 6000 3.000 —N 4.000 RECTANGULAR ALUMINUM TUBE MUl I IONS USING MUI LION PROPFRTIES ONLY NOTES: 1. AU. GLAZING PRODUCTS USED WITH THESE MUUJONS MUST MEET THE APPLICABLE DAOE COUNTY REQUIREMENTS WINO 104. NR 4 WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 2. ANCHOR EMSEOMENT TO BASE MATERIAL SIULL BE BEYOND WALL COVERING (STUCCO. TILE ETC.) 3. ANT CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. AU. MULLIONS TO BE ALLOY 0067 —T7. 00. HUMAYCUN FAM000 STR00IURCS FLA. PEP 18257 i' ---7 7 4------"- FEB 13. 2002 PRODUCT RENEWED BoI Ccdewith the Florida A �le No •ol' . �`( 4m Dkhtun J r' act Caat.7. N Z 0 J J 3 w CD F- 3 D 2 4 drawing no. M95 -16 (!heel 1 of 3 ea 10: n 0 4 m 07 MMICEIMW 0.10000 OM 000_ nommom 6P,1 28 CO 40 60 62 70 TRIBUTARY WIOTM - INCHES ANCHORS TYPE A6. OR C MULLION LOAD CHART MULLION LOAD CHART OSA21N0 PROOUCT 0LA21N0 PRODUCT OUMND PR000CT 606420fuL W{AAON I ANCHORS A.S. OR 85 MMWM\1MMIE\ M IIMMUM00M88i8!• 8!• RTT ►.MEMO,\......,, UUMMEMMEMWEEE WIIMMUMMIIMMUMM EEMEMENIMMEME 011„10.00'0001,■ MUMMEMMUUMMEW MENNI MEI 0000 IMMEMMEMEMINN MMEMMMENUMMEW IMMINOMOOOm1'+.LOM \ \ \i \O\ OO\`\OO MIMEMEmoMMEN ENMEMMIMMIMMO USIMUmmumMENN ME, O,EO"00C' ESMasummEmEms 00M0\NNOMMO\ 20 00 40 50 60 70 88 TRIBUTARY WIDTH - INCHES 20 N m m 47 4 MULLION LOAD CHART mmlumwomNANZAW ■1■MMEM •===nnl - MMEMUMMIMM mummummnomm MUMMEMMI00 nallimmommamm MMEN■.■■'■■ _0EMMU MI 0 00 MAMM ■OOOO\ ■OO\\OElMO■OOI\ IMMONEMIMMEN mmumwmommom UMMOMOMMUM MENNEIMMONN mummEammom M Ol►ONENNIM\IM WEMM►u■OUa 00 48 52 60 70 08 TRIBUTARY WIOTM - IiCMCS MULLION LOAD CHART 2'.6'.1 /0• ALUM. TIKE WiliNikommnam ■■, ■.I■■-.-■■■ MMEEMEMMMOMM MUMMUMMEMUN ummEmEmmum NIMMEMENNIMM MUNIMMUMMEMME EMWMONSMNSEM MONMEMIENIMME MEMMENEMMUM EmmilimmimmE 0111■1 MNIMEM., MONO MMME00 mmummumwmmou OOOE\M®\\O\■ MMIIIMMMIIIRMEWN OOOOOOMORMME R1 WM MK 20 30 40 08 60 70 00 TRIBUTARY WIDTH - INCHES MUWON SPAN TYPICAI MUI I IS)N ARRANCFMFNTT VERTICAL MUIUON TRIBUTARY WIDTH - w1 + w2 2 63 TYPE A C u o O . n 20 'MULLION PRODUCT LOAD CHART um,u-1 R ..1 /0'� 101. TUBE MMOIM".■O••O OIO■EO\■ ■OO EMMEN= MUM '1]'\■.,� onw mom MEMMUMMOEMM MEMEMEMMEMMO EUMMEMEOMME NERMEMEEME MENREMEMMEME UMWMWMEMMEMM mummonnumm OMMENN■■\OO \U'M■\MU\MINO\_ „IEM MUMMI,'00 EMMOMMEMEMEM BAMMEENNWEIS 20 30 48 00 60 70 00 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART a. it memaim MUOMMMIx \iilO.!0►� \�► 0►.C.0.11.∎. ∎�� l AtCIg56 TYPE A RA -M 28 40 08 60 78 08 TRIBUTARY WIDTH - INCHES A.6. ANCHORS . e 1 d° MULLION LOAD CHART 2 Tal/a fu¢ NIMMINIMMEMX O■1\OMMMMMM mmEEmEmanmEE 1\OuuO\000O ummommonEmm 011100„051,0,0 mmaymammum mummmommo ■N0►0■OR=11116. mmumosimmom ►\O\ON\O■00\ immummumE WZIMMEMMIM EummommEsom 0 n 28 CO 40 50 60 70 88 TRIBUTARY NIOTM - IMORES ANCHOR L0A0 CHART AICNORO TYPO 2 RI OT•1 1 1'EERME■.■— UlMWMOM■ ■O MEMER\OO■OO 11I`1'1M, UMMUMMWMMME WOMMUMWEINI 1` " MMIWOMMENME ■ME■\\ \\ \ \■ 20 20 40 68 G0 70 08 TRIBUTARY WIDTH - INCHES n 20 4l N : N m IN 0 cS W : O.0 .o: FOR ANCHORS DESCRIPTION SEE SHEET 3 OF 3, Eny: 011. NUM0YOUN TAR CT MIXTURES FLA. PEI 16037 ' FEB 1 3 2002 MULLION LOAD CHART MisMa EMEMENNIIIM Eummi , ■■1,■■' MWSIMMEMMINIME OOO\10EMMM\VO\ MEME'E.,■M,■ UMMEMEMMERM RIMMUMWMEMMEK OEONIM000MOO MINNEMMIMMIN 1\■OOM \O\O■O\► \1N\ \n\EE\ umm MEMMINNIMENM E\\ttt\\OO\ \O\'\ nommmumusum MEMMENUMME NMMEENummm NE►0►M0N'Eu 2 /6' ALUM 11.136 A vco. .QI 20 40 68 60 78 80 TRIBUTARY WIDTH . INCHES ANCHOR LOAD CHART MNUMMENNOOMM MUMMIMEMNUMM MMENINIMMMEM mummaannomm EMMEMENSEMME MIIM ,IUME1„01„ ONWIES L1.O\O\ MNIMMUMMEEMN NOMMESMMESE IMMUMMONSEN OOOOr•NSMM a NE 0000S`EIMEEN OOO■O\PMME\ 000000,, 1,.,111 MINMEMEENE.E0 • ANCNDRB TTPE C • 22 70 40 60 60 70 90 TRIBUTARY WIDTH - INCHES PRODUCT RENEWED h eonpITIRE 61,6 Me Fjord. Bolding Code Aeuph.ee e0 -0612 Etpindo 1 T , Mi.m : •e DWNIon zo 0 o 0. V H Y I A 0 C e < A 1 00 mE 2 W &rowing n0 M95 -16 [etleet 2 of 3 ) h ANCHORS TYPE 'A' NOTCH ANGLES TO MISS MARBLE SILL OR 1RIM � :,NOTC TO V 2x2xt /e A.UM /VIOL[ 14 .M.S. 2/ II, ,v,.,,.. • a / 14 S.M.S. 2/ /VIGIL �r '1 _ 3/ ANGIE I {t ... . .I /I -4' i/4 0 ' TMCON M01. [L is • r 2/ ANGLE a ail. 1.500 ANCHORS TYPF 'R' ANCHORS TYPE 'C' FEB 1 1 2002 ' CONCRETE OR CONC. AHED BLOCKS WOOD BUCKS NOT BY GOPI GLASS MUST SUSTAIN LOADS IMPOSED. PRODIJCT RENEWED n complying wlet Iha Florian B olding Code Acceptancn No! .011 .N Eapinlien Date SY .e• net Coor01 D lobloa drawing no. M95 -16 (sheet 3 of 3 USTOMER # CUSTOMER NAME: pc?a, ■„„k\f'...ao' ,,,,i_, , ADDRESS: ,,z1, A E gth.57. i . . pRoDucT: 0,0 9 --ee • r ! MEAN ROOF HEIGHT: /0 / e PEAK ROOF HEIGHT 5 - 7 LENGTH: 6 2- - . 0, f 11111711 slii.—.I ::13, 7)(: 9: f i . 1 11 . : Co z BUILDING WIDTH: WINDOW HEIGHT ABOVE.GRADE: I ! ! • ! ; I : • ! I 3 _ • 1 • •.• • •-• - I • ■ .., . • i ! • i 1 I I Ael i . I •, • • ! • M I A M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Alufab Hurricane Shutters, Inc. 13000 N. W. 38 Avenue OPA- LOCKA, Florida 33054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur . the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.0295" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 03 -244, titled " 0.0295" thick galv. Steel storm panel ", sheets 1 through 8 of 8, prepared by Tilteco, Inc., dated December 04, 2003, last revision #2 dated October 20, 2004, signed and sealed by Walter A. Tillit Jr., P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been 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 # 04 - 0210.01 and consists of this page 1, evidence submitted page(s) as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. /ZZA o MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 . FAX (305) 375 -2908 NOA No 04- 1104.01 Expiration Date: 04/29/2009 Approval Date: 11/25/2004 Page 1 Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2004 -1513 Printed: 12 /13/2004 Applicant: MADELEINE ROMANELLO Owner: ROMANELLO MADELEINE JOB ADDRESS: 29 NE 96 ST Contractor SARABANDA INC. Local Phone: Parcel # 1132060130830 Building Permit Contractor's Address: 160 NE 99 STREET Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 15 & 16 BLK 6 LOT SIZE 100.000 Fees: Description Amount FEE2004 -12529 Building Fee $410.00 FEE2004 -12530 CCF $1.80 FEE2004 -12531 Training and Education Fee $0.60 FEE2004 -12532 Notary Fee $5.00 FEE2004 -12533 Technology Fee $10.25 FEE2004 -12534 Scanning Fee $24.00 FEE2004 -12535 Submittal Fee ($50.00) Total Fees: $401.65 Total Fees: $401.65 Total Receipts: $0.00 DEC 14 PAID Permit Status: APPROVED Permit Expiration: 5/15/2005 Construction Value: $2,400.00 Work: REPLACE EXISTING WINDOWS WITH NEW WINDOWS WITH STORM PANELS Page 1 of 1 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: l Jw AgAatixA 121110 `I' - had toui0 1-04 l enant/Lessee tvame Job Address (where the work is being done) ' c- /' ( 9K f 5 / Cit Miami Shores Village County Miami -Dade Zip is Building Historically Designated YES NO X Contractor's Company Name 54 ,( 4 4/1/ /)-'f i ' ,'` C_ Phone # _7) J` Contractor's Address `� A" ". ( S' City i / r r r l c. /!t'.,*� ' ! y, Qualifier , . / C �e��, �� . C _ 6 ; Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village lding De partment ( � ' irf? 1V 1 8 State /)')CO Submittal Fee $ Notary $ Training/Education Fee $ Scanning $i i Radon $ lectrical Plumbing Mechanical Roofing t <_ i Al( i '?L Pi ir,f t r. t-' Phone # 2 y 2 -.2- / S - 7;<( -- ( - 7 t7 D Structural Plan Review. $ �--� Shores, Florida 33138 (305) 756.8972 Master Permit No. Zip 7 ; / s' Phone # Zip Permit No. Phone # / ..' NT L t 51 �. Type of Work: ❑Addition ❑Alteration ❑New /Replace ❑ Demolition Describe Work: , .;,'r r C-av ( t S ( o , f - i✓ , ) c r State Certificate or Registration No. � C- / ) G ? c ° C f' Certificate of Competency No. Square Footage Of Work: `ter Alt= / 7 4/>)( /ire �' �'� / 1<' ��tO �`" � � ' f - �y G'''/9— 2 fi, .•'V 1) � , (-1. " ll/ 774 1 ( /`* G g / 13 vti,v-610.0 M 5hLll S 3) o .i S * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ CCF $ 1/ 80 CO /CC ---- Technology Fee $ ,0 A5 Zoning Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOI 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding 82500, the applicant ndfst promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the persln whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature e. °-C '`<- Signature Owner or Agent The foregoing instrument w s ac o wled ed before me this g g g — The foregoing instrument was acknowledged before me this day of C\.J , 20 , y 1 1`y� Q day of , 20 _, by who is personally know who who has produced who is personally known to me or who has produced ation and who did take an oath. as identification and who did take an oath. NOTARY PUBLI Sign: Print: My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 NOTARY PUBLIC: Sign: Print: ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1 My Commission Expires: Contractor Plans Examiner Engineer Zoning ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** e.c ... 1 DATE: /1 7/0 BUILDING OFFICIAL : MUNICIPALITY : / To Whom It May Concern: ALUFAB Hurricane Shutters Inc. www.alufabhufficane.com We are the Miami -Dade County Notice of Acceptance Holder for .0295" ThickGalvanized Steel Storm Panels under the product control number 04- 1104.01. This letter authorizes --CPR/9- 6 4 , iiJ c to use our .0295" ThickGalvanized Steel Storm Panels under the product control number 04- 1104.01. on the following job. _ NAME rn h ( 0 !vim) L L L 0 ADDRESS e N S D�? '1 �7 da f?d Yours sincerely, CLIK Robert Andrade, President THIS FORM MUST ACCOMPANY THE APPLICATION FOR THE BUILDING PERMIT AND SHALL BECOME PART OF THE PERMIT DOCUMENTS. THE AUTHORIZED SIGNATURE MUST BEAR THE RAISED SEAL OF THE COMPANY HOLDING THE DADE COUNTY NOTICE OF ACCEPTANCE. ALUFAB HURRICANE SHUTTERS INC. 13000 NW 38th Ave., Miami, FL 33054 m (305) 688 -4701 (305) 688 -8033 Toll Free: (800) 817 -4864 s,fo Miami Shores Village Building Department 1 f I i r A /. A / A Ar. Jr / Arm as maw/Er ILDING CRITIQUE SH " T (0 ,4 'i � N�� I//r / ' 1 Ii l/t Permit No. ef Job Name 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1 513 Type Insp'n MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date / Z °r / 6 V Bp c7 /S /3 Permit No. [.0 i i id O G' S Name fO ( 0. k-t_ ( ( C Address t>2 Z e 0 E 9 < Company /-35---28 S 4 1 1 Phone # 2-a/ 3 3 Inspection Date 12_ Correction Re- Insp'n Fee \Fr sW APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address._ Registered Architect and /or Engineer _ _ Name and address of licensed contractor -- -- Location and legal description of lot to be built on: Lot Block Disapproved (Signed) C - Chairman Member Member ...__ Council Approved MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT of oc c� Subdivision Street and Number where work is to be done CL 9 2 State 750 to. be done and purpose of uilding (by floors) 2 L- Pi -. 6 4 erg e c2 �? - - e c' ct 6!U�!L'L ee0/12° (4:_? ei ,:,-,v, F > and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of undatio Roof Covering Estimated Total cost of improvements $ Z, Amount of Permit $ ® �� Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor___ I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to ._. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5968, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. �^� / / / l Remarks - -- - (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date F _ Read, Sworn to and Subscribed before me. Date_ , 19 7 _Gi l4 No a 9 Street__ ,11 ��1�'• PLAN BOARD __ _ DATE Member Member Member Notary Public, State of Florida Building Inspector // - My Commission Expires to me well known, _Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has haven obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for insptution or faulty materials and /or workmanship.