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269 NE 100 St (4)33.3 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date a1 Time J Type Insp'n u`� (OCW Permit No. OP 9-003 Name , fP 1 S0r I . r\ Address 02(09 E 1VO+ Company / ` / _ Phone # 3 0 S -951 g2 (lo _ For Inspector: \\ 1 D Name & Date Approved Correction ❑ Re- Insp'n Fee ❑ PERMIT APPLICATION FOR MIAMI SHORES VILLA W C E o V E ID 10050 N.E. 2nd Avenue • Miami Shores, Florida 33133 • Phone: 305- 795 -2204 • Fax 305A-87 % 2 Date Job Address / » /06( Tax Folio, e%' V.A•76. Legal Description La/a/ e 3y 6151/2 Historically Designated: Yes No Owner /Lessee /TenetCR1 f14 P F1 Master Permit # Z no?) l O� Owner's Address 241 / " O ' r1 Phone (St s") v z'‘ 6 Contracting Co. 4?O/1. 6/q55 O �� / e'Address /7�sria o4ti l U Qualifier State # WORK DESCRIPTION: My Commis a ov'r% FEES: PERMIT 5 5 -403 =i��• .�, ' + -i esident i! s Commission DD150048 Expires November 15,2006 a Joy � S APPROVED: Zoning Building Mechanical 03 SS# Phon* -3J 9 62 7 67 - - 2-sGl' .^ /T/ 2 L/d v /C Municipal # Competency # ��Ins. Co. i7lv/IG�.rF(�' e , IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING Square Ft. Estimated Cost (value) SC 4.44/4-64.1} / 0 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). 1 certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS 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 a_oning. Furthermore, I authorize the above named contractor to do the work stated. 1 / 41 f LC,p a— S tit I ignature of o ner d/or Condo President Date Signature of Contract Owner Builder Date 1'4 cekx9-Ar ry as to 1 intractorIor Owner Builder My Commission Expires o � p n P Angela M Becker 4 = My Commission DD150048 ' H Expires November 15, 2 RADON C.C.F ?, D ti NOTARY S+ C) BOND TOTAL DUE C 13., • o Electrical Plumbing Structural Engineer L 0 oj aAcAas ru UtQ.4ore.,(0 Oft.)4a1l.c00 Jue (ob - W(i) c y71 (A.0 ft PSF SF PSF Gc,31F 01 , 00' ot9a T s(ro(e 53y. '7& 00e olc m a.mpote_i t D. F; xeS Pa jet aWlecto 10019- OIL (OIL 0 thig C)-o70 .0 7 () $ (e a we Old s botL 30 (4 6-(r a itde evtioue e)(60 i5v witve) Prossugp Pst= —&(2. es-F- 1 S. „ Nvik4, 0%.„, etrio . 016•3 %IQ ' 114% Ar`ell - .94VOIP4Afe0 "SZ 4444114 -.4b, 700 0? 7t w'lltp..- le,$z a3743Zr 'ase(4.0 "az 'we 44, ctl oz 40 ? '414 0 *3'4066E4) 04 p INt*baSt.:1147,t 42/311/1,10 Aa.ow harem Adige, MINE 1Qa t sets R01id� T� Omit 391 WNW Simms c L, R �o�r,�nr a�aa awe** mom sn Patio Deal 4NX cameos ors 0rara0. Lea 11. woo 5.O SKETCH ADDENDUM c w.a Aarmaasussamem b X ♦a ASA.N alp.00 401.00 1700.40 3010.00 704.00 704.00 !40.00 S40.00 ..w r ir .... 1111.1.1111111111. 6. a ar.a rilr urllic caiaewwr f vn • 3 t pj t t 7 K.i 3 Sit Ic-4- ou } 31 7(o s 1-f W1r1dOCi..) AREA . CALCULATIONS .SUMMARY • a�:.cawi: ta.i: afi 1 first nano !0M .00 G 0 Fala Nix 11903510 �.._ �. 03 Fr4P*rh O04 c2 LMI . AREA : BJIIEANDA IN' r.�1�Mr. ■: iMuMlb nacre near 0.0 a 57.0 3.0 a 41.0 aa.0 a 00.0 0.0 at 40.0 0.0 At 40.0 17.0 a 70.0 4550.04 1*.M 140.00 an.a a1i.a ela 1 t • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Boa 1529 Nokomis, FL 34274 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: Series PW -701 Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. 4231, titled "Aluminum Fixed Window ", sheets 1 through 8 of 8, prepared, signed and sealed by Robert L.Clark, P.E., dated 8/22/01, 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: Non - Impact & Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building codc 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 # 01- 0102.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. 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 -0701.07 Expiration Date: September 13, 2006 - Approval Date: July 12, 2002 Page 1 HEXAGON 60" BETWEEN FLATS Moximum Areo 21.65 sq. ft. FAN 96" X 47" Moximum Area 24.47 sq. ft. FULL CIRCLE 060" Maximum Area 19.64 sq. ft. LARGE MISSILE IMPACT WINDOWS 1.) GLAZING 7/16' L 4M1NATED W/INTERLAYER DUPONT BUCAOTE PVB 2.) CONFIGURATIONS: 0 3.) DESIGN PRESSURE RATING: +60.0 PSF & —60.0 PSF (3/16' HEAT STRENGTHENED /.090 /3/16' HEAT STRENTHENEO LAW +36.0 PSF & —.36.0 PSF (3/16' ANNEALED /.090 /3/16' ANNEALED) 4.) ANCHOR MAx1MIM SPACING: 12000' 5.) NO SHUTTERS REQUIRED 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORT: F7L -2797 ELLIPTICAL 96" X 47" Maximum Areo 24.61 sq. ft. VZ . e Robert L. RE. PE 139712 Structural ARCH. 48" X 96" Moximum Area 30.28 sq. ft. ALUMINUM FIXED WINDOW 4 Owdelew T WI& 0.40... ° F.K. 8/13/01 REDRAWN ELEVATIONS, 7/16 LAMINATED GLASS DETAIL C SEE SHT. 7 APPNOW o acotwra Owm11111 mum rampage nopt 01 1010 inmetDOY sett P.O. ear 132s semipro* 9..t air M. FL Pan MO OM4 R JON I MV-701 INTS I 1w 8 I 4231 Ron C QUARTER CIRCLE 68" X 68" Maximum Area 25.22 sq. ft. HALF CIRCLE 96" x 48" Maximum Area 25.13 sq. ft. LARGE MISSILE IMPACT WINDOWS CONT, TRAPEZOID 48" x 96" Maximum Area 30.28 sq. ft. OCTAGON 60" x 60" Maximum Areo 20.71 sq. ft. EYEBROW 96" x 48" Maximum Area 30.24 sq. ft. RECTANGLE 48" x 96" Maximum Area 32.00 sq. ft. 2440 w an,.� F.K. 8/1J/01 REDRAWN ALUMINUM FIXED WINDOW AP ROAD AllCOMM NTHn twamto .Mean r.MAfm- otcaa.01 ELEVATIONS, 7/16 LAMINATED GLASS 1070 f&7ai0 c r 012stf P.O. Ka 12211 0.4.01.4.1t sue` Dwain, M. NOMMS. a 34273 N1k01!! n J4274 I 0.i °'~ PW -701 I NTS I 2a 8 4231 Robert L Oak, P.E. PE 199712 3 QUARTER CIRCLE 68" X 68" Maximum Area 25.22 sq. ft. HALF CIRCLE 96" x 48" Maximum Area 25.13 sq. ft. LARGE MISSILE IMPACT WINDOWS CONT, TRAPEZOID 48" x 96" Maximum Area 30.28 sq. ft. OCTAGON 60" x 60" Maximum Areo 20.71 sq. ft. EYEBROW 96" x 48" Maximum Area 30.24 sq. ft. RECTANGLE 48" x 96" Maximum Area 32.00 sq. ft. 2440 w an,.� F.K. 8/1J/01 REDRAWN ALUMINUM FIXED WINDOW AP ROAD AllCOMM NTHn twamto .Mean r.MAfm- otcaa.01 ELEVATIONS, 7/16 LAMINATED GLASS 1070 f&7ai0 c r 012stf P.O. Ka 12211 0.4.01.4.1t sue` Dwain, M. NOMMS. a 34273 N1k01!! n J4274 I 0.i °'~ PW -701 I NTS I 2a 8 4231 Robert L Oak, P.E. PE 199712 HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 120" x 55" Maximum Area 35.20 sq. ft. NON— IMPACT WINDOWS I.) GLAZING: 3/16' TEMPERED 2.) CONFIGURATIONS: 0 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SNT. 8 OF 8 4.) ANCHOR MAXIMM SPACING: l2.000 5.) SHUTTERS REQUIRED AT ALL OISTALLATIONS 6.) ALL FRAME JOINTS TO BE SEAM WELLED 7.) REFERENCE TEST REPORTS FTL -2763. 2780 & 2816 FULL CIRCLE 060" Maximum Areo 19.64 sq. ft. ELLIPTICAL 120" x 48" Maximum Area 31.46 sq. ft. f76/ Itaban L Clark. P.E. PE 139712 Swgmd Onm" b ` F.K. A ARCH. 60" x 120" Moximum Area 47.32 sq. ft. Pl auct lortioaD =aft ft Plaids WiSiga Read eA Wit 8/13/01 REDRAWN DETAIL C SEE SHT. 7 MrOMNWOMPUNI IThna CaDEOMPLIA C[ cisM.rc�+4►- Mcz -�► Domilism ELEVATIONS, 3/16 TEMPERED GLASS row ALUMINUM FIXED WINDOW tom Il�C am taw P.a. 101 1521 I Shoot I Camay kin si*v sere Natar4 ft mars NOKOIRI n 24274 PW -701 I NTS1 30 8 I 4231 QUARTER CIRCLE 68" x 68" Maximum Area 25.22 sq. ft. HALF CIRCLE' 120" x 60" Maximum Area 39.27 sq. ft. NON — IMPACT WINDOWS CONT. TRAPEZOID 60" x 120" Maximum Area 43.75 sq. ft. OCTAGON 60" x 60" Maximum Areo 20.71 sq. ft. Robert lL park. P.E. PE 139712 Se -u «Nqi 1070 1ECI1/PLOGT ORAhE NCaOM1S, FI. J4275 EYEBROW 74" x 37" Maximum Area 17.83 sq. ft. RECTANGLE 60" x 120" Maximum Area 50.00 sq. ft. Unarm Br. F.K. R..w Orreto: Poison 0 8/13/01 REDRAWN TRW ALUMINUM FIXED WINDOW PRODUCT NEVISmO searbilt tl. PIu Agawam. Na • - • tO One APPROVED AS COMPLYING NMTN /HE BY OL ONISION COOS COMPLIANCE OP ACCEPTANCE NO.O 1 l 0b ELEVATIONS, 3/16 TEMPERED GLASS S.la/iod.0 Scab: SS,.. o, No. R«: WOWS. FFL J4274 PW -701 NTS 4 a 8 4231 C 1 QUARTER CIRCLE 68" x 68" Maximum Area 25.22 sq. ft. HALF CIRCLE' 120" x 60" Maximum Area 39.27 sq. ft. NON — IMPACT WINDOWS CONT. TRAPEZOID 60" x 120" Maximum Area 43.75 sq. ft. OCTAGON 60" x 60" Maximum Areo 20.71 sq. ft. Robert lL park. P.E. PE 139712 Se -u «Nqi 1070 1ECI1/PLOGT ORAhE NCaOM1S, FI. J4275 EYEBROW 74" x 37" Maximum Area 17.83 sq. ft. RECTANGLE 60" x 120" Maximum Area 50.00 sq. ft. Unarm Br. F.K. R..w Orreto: Poison 0 8/13/01 REDRAWN TRW ALUMINUM FIXED WINDOW PRODUCT NEVISmO searbilt tl. PIu Agawam. Na • - • tO One APPROVED AS COMPLYING NMTN /HE BY OL ONISION COOS COMPLIANCE OP ACCEPTANCE NO.O 1 l 0b ELEVATIONS, 3/16 TEMPERED GLASS S.la/iod.0 Scab: SS,.. o, No. R«: WOWS. FFL J4274 PW -701 NTS 4 a 8 4231 C maximum HEIGHT SEE SHEETS 1 DHRU 4 4 SHIM SPACE MAX. 112 PAN HEAD WOOD SCREW 2.7( WOOD 1 -1 /2' ,MW BUCK 7/16' LAMINATED OR J/16 TEMPERED GLASS 1 -1/1' M/M SECTION A —A TYPICAL SECTION & INSTALLATION INTO CONCRETE AT SILL & WOOD AT HEAQ 3/16" HEX HD. TAPCON OR J /76" FLAT HO. TAPCON (CSINK REDO) �� Ro be Clark. PE. PE 139712 Structural X/16' HEX H0. TAPCON OR J /76" FLAT HD. TAPCON WSW( REO D) 1 DUSTRIES MAXIMUM WIDTH SEE SHEETS 1 THRU 4 SECTION 8 -8 TYPICAL SECTION & ALTERNATE INSTALLATION INTO CONCRETE Rend ?Taco: Rwiaioro: Drowro OOI 8/1 REDRAWN Dnc.fpl:mc I /4" SHIM SPACE MAX.—a{ ALUMINUM FIXED WINDOW 1 NOTES: 1.MAXIMUM OVERALL DIMENSIONS ARE APPLICABLE TO SECTIONED ARCH. SHAPES. ANCHORAGE METHODS ARE APPLICABLE TO ALL SHAPES SHOWN ON SHEETS 1 THROUGH 4 OF 8. 2. REFERENCE TEST REPORTS: FTL -2763. FR -2780, FTL -2797 & FTL -2816 SECTIONAL & ANCHORAGE VIEWS flx WOOD BUCK APPROVED AS COMPLYING W 4 T1! SOUTH ORIDA BUI:ING CODE WVIS ON BAN • COOE COMPLIANCE OF ICE ACCEPTANCE NO C H '? •R� 7070 IECCI4OlOCV ORAL P. 0. SOx 7321 Swift/WM. ScaA1: She* Drawing /io ROKOAOS Ft 34275 NOAWOS R 34274 Pw -701 NTS 50 8 4231 C .500 -►{ .688 .062 -1a--1-Na-- 0 PW-701 U- CHANNEL GLAZING BEAD -2.784 Ol PW-701 FRAME EXTRUSION } 1.500 REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL -2797 & 2816 BILL OF MATERIAL MK. 2 3 4 5 6 7 8 9 10 11 PART # 612242 6533402 7834 62899C/6250IC 61412K 62BV1510 6SM55W SEE NOTE 7PWSW SEE NOTE v i Robert L Clark. P.E. PE *39712 Structural DESCRIPTION FRAME HEAD. SILL & JAMB U— CHANNEL GLAZING BEAD # x 3/4 PN. PH. SMS SILICON BACK BEDDING CLOSED CELL FOAM TAPE FOR 3/76 GLASS CLOSED CELL FOAM TAPE FOR 7/16 GLASS SEAM SEALER 3/16 TEMPERED GLASS 7/16 LAMI (.187HS/.090/. 187HS) #6 x 7/8 FL. PH. TEK 7/16 LAMI (.187A/.090/.187A) VISIBLE LIGHT CALCULATION f WH WINDOW WIDTH "TIP TO TIP" — 3.00" WINDOW HEIGHT "TIP TO TIP" — 3.00" Drawn F.K. 1070 1EVato.00r o1PM1i MAWS. 11 34275 - P.O. BOX 1520 NOKOMIS. R 34274 Read ey:Rat.: Srr.e/wa.r PW -701 VENDOR 6063 —T5 6063 —T5 SPENCER OR = DOW/G.E. OR = TAPE SPECIALISTS OF FL OR = TAPE SPECIALISTS OF FL OR = SCHNEE /MOREHEAD OR = TRIPLE O/AMOND GLASS OR = TRIPLE DIAMOND GLASS OR = SPENCER OR = TRIPLE DIAMOND GLASS OR = Scale: NTS WW skeet: 6� 8 VENDOR # AF— 12242 AF- 533402 SM5504 NOTE: ITEM 9 & 11 USES DUPONT BUTACITE PVB INTERLAYER nem ptftwaselmsdir vc t elfew. 1Palllioa b 0 .07 01YNteeDtl ..r COet�O APPRO.20 AS COMPLYING YNTH THE SOUM rlORIDA BUILOINO CODE P200, •.• ROL DIVISION / BULWG COOS COMPLIANCE • Arrrernar.P tan (7L - r t .U, Berson.: REDRAWN a,e.gltwn EXTRUSION PROFILES & B.O.M. lake ALUMINUM FIXED WINDOW Drawing No 4231 �1 090 INTRUDER J/16" ANNEALED{ I I L + -3/16' ANNEALED or 3/16' HEAT STRENGTHENED .090 INTERLAYER TYPICAL GLAZING DETAIL 7/16" LAMINATED GLASS or GLASS SILICON REFERENCE TEST REPORTS: FTL -2763, F7L -2780, FTL -2797 & 2816 fe Rohm a rk, P.E. PE 939712 Structural TYPICAL GLAZING DETAIL 3/16" TEMPERED GLASS 1070 wan= O'lr P.UKO & a 34273 Drown BS TBN: ambeardll 99aW Odin Cole NSW Sapiradm �, eetr.wq e G.e Maim Rend 13y:roh: Revisions: Odin F.K. 8/13/01 REDRAWN GLAZING & CORNER DETAIL ALUMINUM FIXED WINDOW DETAIL C TYP. 90' CORNER CONNECTION Sulu/Modet Soak: Shoe Drawing No. N P.O. MIS. x RW - 701 NTS 7.1 8 APPROVED AS COMPLYING WITH THE SOUTH ROMA BULGING CODE OA BY PRO. �.NTROL OMSION BUILDING CODE CONPUANCE ACCEPTANCE NOS] 1' Ol O2 •() 4231 Window Heights Window W'dths 19.125 24.000 26.500 37.000 48.000 60.000 97.000 111.000 120.000 26.000 135.00 135.00 135.00 135.00 135.00 135.00 135.00 122.90 112.60 39.000 135.00 135.00 135.00 135.00 135.00 135.00 79.40 70.00 66.10 51.000 135.00 135.00 135.00 135.00 90.60 80.30 77.40 63.00 55.90 60.000 135.00 135.00 135.00 135.00 90.60 58.00 58.00 58.00 57.40 Window Heights Window W'dths 19.125 24.000 26.500 37.000 48.000 60.000 97.000 111.000 120.000 26.000 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 39.000 100.00 100.00 100.00 100.00 100.00 100.00 79.40 70.00 66.10 51.000 100.00 100.00 100.00 100.00 90.60 80.30 77.40 63.00 55.90 60.000 100.00 100.00 100.00 100.00 90.60 58.00 58.00 58.00 57.40 3/16" TEMPERED GLASS NOTES: 1.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. 2.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 3.) Numbers are for /12 screws or 3/16" Topcons. 4.) Anchor maximum spacing: 12" Negative Design Loads Positive Design Loads REFERENCE TEST REPORTS: FR -2763, FTL -2780, & 2816 ra Robert L ark. P.E. PE 139712 Suuaurai F.K. 1070 1[CHNOLOGr MOW P.O. BOX t529 NOKOMIS rt 34215 NOK0114 n JON Rend arltbts: 8/13/01 COMPARATIVE ANALYSIS, NON - IMPACT ALUMINUM FIXED WINDOW SMn/vaar. I Scab: PW -701 I NTS utter 8a 8 Paooucr D n Yarns re area �4ir rer 'ny APPROVED AS COMPLYING WITH DE ACCEPTANCE NO.0 l' CDOL .Ol REDRAWN Deaelmg Na. 4231 MIAMIO PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. APPROVED: 11/01/2001 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 1 WEST FLAGLER STREET, sun T:. 1603 MIAMI. FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (303) 373.2327 FAN (303) 373 -2338 CONTRACTOR ENFORCEMENT DIVISION (305) 373.2966 FAX (303) 375.2908 PRODUCT CONTROL DIVISION (303) 373.2902 FAN (303) 372.6339 . Your application for Notice of Acceptance (NOA) of: SH -701 Aluminum Single Hung Window Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate 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 be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, 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. 7 2 / 7 2-1 , - ACCEPTANCE 01 0629.08 EXPIRES: 11 /01 /2006 Raul Koons= Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEEQ 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 1b01S000I1pc200011te nplatei notke acceptance cover page.dot Internet mail address: postmaster (gbuildingcodeonline.com • Homepage: http : / /www.buildingcodeonline.com Vinyl Tech/Progressive Glass Technology NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises & renews Notice of Acceptance No. 98- 0223.01, which was issued on October 22, 1998. It approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 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 The Series SH -701 Aluninum Single Rung Window — Impact and its components shall be constructed in strict compliance with the following document: Drawing No. 4040, titled "SH -701 Aluminum Single Hung window" Sheets 1 thru 4 of 4, prepared by manufacturer, dated 2/9/98, 08- 18-98 and last revised on 10 -11 -2001, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. 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. 3.2 Water infiltration requirements: see design pressure table. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be 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. 2 ACCEPTANCE No. : APPROVED EXPIRES 01- 0629.08 November 01, 2001 November 01, 2006 1 s 1,41 I • L. Li fr.ci a. Ishaq 1. Chanda, P.E., Product Control Examiner Product Control Division Vinyl Tech/Progressive Glass Technology ACCEPTANCE No.: 01- 0629.08 APPROVED November 01, 2001 EXPIRES November 01, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submittcd documcnts, including tcst - supporting data, engineering documcnts, arc 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 Approval ", or as specifically stated in thc 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 thc evaluation of this product and the product is not in compliance with the code changcs. 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. Thc engineer who originally prcparcd, signed and scaled thc required documentation initially submitted, is no longer practicing thc engineering profession. 4. Any rcvision or changc in thc materials, usc, and/or manufacture of the product or proccss shall automatically bc causc for termination of this Acccptancc, unless prior written approval has bccn rcqucstcd (through thc filing of a revision application with appropriate fcc) and granted by this office. 5. Any of thc following shall also be grounds for rcmoval of this Acccptancc: a. Unsatisfactory performancc of this product or proccss. b. Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or any othcr purposcs. 6. Thc Noticc of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may bc displayed in advertising literature. If any portion of the Notice of Acccptancc is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and othcr documents, where it applies, shall bc provided to the user by thc manufacturer or its distributors and shall be available for inspection at the job sitc at all timc. The engineer nccds not rcscal thc copies. 8. Failure to comply with any section of this Acceptance shall bc causc for termination and rcmoval of Acccptancc. 9. This Noticc of Acccptancc consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE ISl�ar I • L1A4eid4 3 Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division DESIGN PRESSURE RA77NG (P.S.F.) W / 5 16 1.MONA7E0 ANNEALED CLASS 5/16 tANM�Ot7E0 12/ HET STRENGTHENED GLASS MATER INFILTRATION REOIA'RED WATER 1SRTRMRON NOT REQUIRED MATER WFTLTRATION REQUIRED WATER INEXTRATRON NOT REOWR7D -50.0 +50.0 -50.0 +50.0 -60.0 +66.7 - 80.0 +80.0 . i.► Ina F1,7111. 437 ELM Eri[Y�:I�7t;Ti >>r., :rr� ^t c7 ;!F EFa EY.1111 J.7i f M tia"a' 1 EF7 r ricrtk y:=rE0/E. EiFIE' ?:�!1F>« ^1?!!?„'?')J• Ir'%M Ea g 6 •I u _ a rrJ1!ti61::.°og ):Iit4.�is -* a4 .777711•r? '••71TTill 5Eii ay' 1 EI:• r .;iiiri:ia le:;_^i1u�"Nt; Ei rwrf riu r- ,:' , 1"!9I:'►riis�• . WIIIE 7. r -•ms Ei E1IQ Z Y'�s^• �r17 i>o AC: � .ls :.ir a:';1i:: ; ?r r• •g fDIlI =if �'••Y-' `1 Eia, �:`' 'fxYi.c.- • WON wiarznE !E, �'. ..nrcrmrc >_F?� :: �: tnm s:%aaa FZ•rE r:1E9i•:i=1V,:rF Iran= .v. 1•LTP CAZIEt IFNI mi:.7R• :.1:'.^.fi:T:ws Pi 41::MQr IafL,a::� 'X: !..uirc l ITE DESCRIPTION V.T. / OTY. / LOCATION VENDOR VENDOR / V. / E 7.12.14f:. 7^ _ • 4C 1 211 G* �• +e� lfdtYib! �tmn�r y; *RID !�^31 ./F-T Vi/[IFMA rTT.M1 - 12 !>• tar.^:d1i.^_' a• .T.:41 Fi1111Rli> L 'n_'�� a iJ•ti i E4•Ii. 7.1M E � ilflttill T.'1:.1� r ZIMEE E..VA O:a: !;n_ : � i1E�f f7Fii7 C ?l' 11 r...W t7[s!FS'3 ? �?7 c - ;afi>�cf� urn art E7a��.lt mil; 1 144' 17 [lfk _ °'7�- r�T1 Limit -AMM • - 4 Etai.7:771"7.MIIMI *e* 14. X 75.000 MAX. 13.000 MG ON M. MAD Sit. 33.125 MAX. / 0 VENT SIN' 50 1/2' x 38 l/4' x ELEVATION LARGE MISSLE IMPACT WINDOWS 1.) GLAZING OPTIONS: A 5/16" (350) (MOWED GLASS (1/8' aineafed /.040 YMn/1/1 a otaIed) B.' 5 /E6' (.350) LAAMMTED GLASS (I/8 heat trlragtherr.d/ - 040 fin /1/8' heat strengthened) 2.) CONFIGURATIONS: OX 3.) 0ESSGN PRESSURE RATING: SEE TABLE 4.) ANCHORS: MAX. �MFAO s AUX 6 3 ' FROM FROM EACH CORNER (.MM ite) MAX. SPACRIO AT HEAD It SRL: 73.000 MAX. SPACING AT . IAMBS: 13.125 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: F77. -1689 13 I /8' ON CENTER 6' F.K Re. - Deer 10/11/0 Ode: R/.:re ri: TABLE, EXTR. IleyttAms sea.: NTS Robert L Clark. P.E. PE 839712 SRrnderal 1070 TECr6N0LOCY OIRAT Noma; IL 34275 P.O. 60e 1521 140 RCe 0 S. FL 34274 PRODUCE RENT WED ▪ t PlC H oN- OL24•t7 o cnaAnOIROAn el 1�s 17N16T0M vmtfdg000E00�r� REFERENCE T(ST REPORT: F71 -18E9 VERTICAL SECTION 51125 Robert LOark. PE x29712 Structural HORIZONTAL SECTION FT INDUSTRIES r07O 1ECNNOIOGv ormx NOKaW9 R !4275 PR ear IMO NOKO IS. n .Nn. Br F.X. 0. Is 0.6. /0/1 //0 r18/98 2/9 /98 unew.e t SH -701 sd: NTS £RODUCT REN.WW naluvrmel wn NOt. r 66 re, TABLE EXTR ae.�w.. SECTIONS Tam ALUMINUM SINGLE HUNG WINDOW Sneef: 2 ar 4 19 4040 J • B TYP. SU TYP. HEAD REFERENCE TEST REPORT: FTL - 1889 TYP. Hr A(2 Robes L Clark, PS PE #39712 .250 1 X W000 WV. BUCK T) . JANE Orew PF Ow: INDUSTRIES D.B. 2/9/98 orwyG.,c ANCHORAGE .sear Deb a 10/11 /o rr/ 18/98 TB, TABLE. EXTR. TYP. IAMB raw 6070 rs k s"` ALUMINUM SINGLE HUNG WINDOW P.O. Mt 6520 5.6"/We`t Scar 94N: Drawing /A. NOICOMIS. n J4274 SH -701 NTS 4 a 4 4040 PRODUCT RENZW2E- .737 2.784 �r .062 .705 O ALUM. 6063 -T5 .062 ALUM. 6063 -T5 -11.165 1.348 .413 r - O ALUM. 6063 - REFERENCE TEST REPORT: FTL -1889 • 1 .655 T --- 2.784 ---� O ALUM. 6063 -T5 -11.057}-3- r .678 .050 W ® ALUM. 6063 -75 2.274 — .062T 1.707 1.187 O ALUM. 6063 -T5 2.710 .490 " .062 1.523 .062 1.123 1.-- ALUM. 6063 -T5 2.325 1.350 I- 0 ALUM. 6063 -T5 - r 1.969 .062 1 ALUM. 6063 -15 /1 # Robert L park, P.E. PE 139712 Strnetural ITT INDUSTRIES 1070 1tn*JtOCV ORME MOR019S, fl .34273 P.O. BOK 1510 NOKOMIS 1 34174 1/8" ANNEALED OR HEAT STRENTHENED GLASS .090 INTERLAYER SAF4EX BY SOLUTIA OR DUPONT PM Rte.. F. . 0. o ow.: 0.8. 2/9/98 5/16" LAMINATED GLAZING DETAILS 1/8" ANNEALED OR HEAT STRENGTHENED GLASS PRODUCT RE°dfii'VEI D kirrytet xnur o /- OL 2Q.0X x aeortn4rMn 10 11/0 TB TABLE. EXTR. .. �j. y � alpl 8 16/98 iY 0UMu1:1 COOL COPKOPIO DrelAirc EXTRUSIONS & GLAZING OPTIONS 17y: ALUMINUM SINGLE HUNG WINDOW frta/1Yd t kyle: $ ..t 1 '+o x.. SH -701 • NTS I 3 « 4 4040 L 1/2" NOM. GLASS BITE R.r: B MI A M !DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Yale Ogron lanulacturing Co., Inc. 671 West 18 Street Hialeah ,FL 33010 The expcnse or suzli testin bc incur by the m:tnulacturer. ACCEPTANCE NO:: 01-101(.03 EXPIRES: 01/03/2007 HT VI:1) 0 11U3'2002 k tO4S00012,:2)JJ,.(e.sIdli:es\m.);,:c 1::cp:11:e CO.e,* pi MIAM-DADE COUNTY. FLORIDA NIETRO-DADE FLAGLER BUILDING UUILUINC CODE CO.NIPLIANCE v;i:s FLAGLIA.; STRNI:T. VA.\ (305) 7 ( 1.1(T.NSI \C. SI.< - I ().)5)37L2527 l'A (.1;;) COVI 101(1 :.NI : Ok(:1:.\11:NT I)I .17.;•:- • I0)1. I)! Ni;) t FAN (3,23) Your application loc Notice or Acceptance (NOA) Series 1800 Aluminum French Door ‘v/Sidelites Impact under Chapter S -or the ,Code oliVliarni-Dacle County gO \..erning the use of NI.vrials and Types o!' Construction. and completely described herein. Ims b;en recomincnideil l :.:: 1,...c by the N I iwn - County L3uilditP2,•Code Compli .ance O1ce (BCCO) I unc.er the conditions speeili::_! herein. This NOA shall not be valid alter the expiration date stated below. BCCO rese:-..es the right to seeu: t:::s product or material at any time from a jobsite or manuracturer's plant tbr coatrol testino. product .or material fails to perlorm in the approved manner, BCCO rnav modily, or susp LISC Or such product or material immediately. BCCO rserves the right to (ilk approval, it :s determ.•.ned bv BCCO this product or trateri:Il 1ii 1 s to meet the requir- ..... ot thc South Flo: Builclin Code. TINS IS THE covrpsiftr PAGES FOR SPECU'L: AND GENERA 1_ CONDITIONS 11U1L1) ING CODE & PRODUCT REVIEW Hi Approvdl ha.s reviewed by the BCC() 7:ove-,! by the 13uiidi: Co_le and Produ,:t Committee to be used in County, tile conditions lord; above. 1 c 11) [3H!.: Cow 01.11--; t Yale Ogron Manufacturing Co. Inc. Iti'OTIC.E OF ACCEPTANCE. ACCEPTANCE ;No.: 01- 1016.03 APPROVED: January 3. 2002 EXPIRES: January '007 SPECIFIC CONDITIONS 1. SCOPE 1.1 This Notice of Acceptance (NOA) approves an aluminum French doa:..ith sidelites, as deseri5e,! in Section 2 of this NOA, designed to comply with the South Florida Baildin� Edition for tifiami -Dad;: County, for r � Code (SFBC). ! 994 } the locations where the pressure requirements, as determi by SFBC Chapter 23, do not exceed the Design Pressure Rating val. es indicated in the drawings. 2. PRODUCT DESCRIPTION The Series 1800 Aluminum French Door w/ Sideletcs and its COMpo -.tints shall be constr. :2:71.J in strict compliance with the following document: Drawing No \V01 -64, S 1 through 5 of :: :led "Series 1800 Aluminum French Door Sideletes ", prepared by AL- F-•.R000 dated 9/17/01, with revision date 11/09/01, sii4ned and sealed by N•:- Farooq, County ' ._..:= '..�oun F�.rooq, bea-(-` ..•� E roduct Control approval stamp with the NO.= ..._ :: h r and approval the Miami-Dade County Product Contro! i • This P c = :^ Division. on. This document s`:-' : :•.ereinafter be re`errec: : _. as the approved drawings. 3. LIMITATIONS 3.1 This api)roval applies to single unit applications only, as shown in , . _.. dr�..iClgS. 4. INSTALLATION -1.1 The Sc rics 1 ulQO ! :111(run 1 ' ! 1 F rc( 1 Doo: Sideictcs and ' ;1 I .. .. v _ _ � I�> CO( f�0- .._'�. :: :: be !(Mal .:d H co :np!Imice �'.'It!1 (:1 app) ovcd1 drawings. - 4.2 Hurricane protection Syste(11 (shutters): the installation of this uni: not require a protection system. LABELING 5.1 Each unit shall bear a permancnt label ■vith the manufacturer's name c:: Cit., stag: and followw.wing statenlen :: '•I \li anti -Dad County Product Control Approve.: 6. BUILDING 1'E1 .1 IT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved draw.w.winL,s, as identified in Sec:: : -. 2 of this Notice o` Acceptance, clearly marked to show the components selected f :::.e proposed install :i :: 6.1.3 Any other documents required by the Building Official or the Se_ ::•. Florida Building Co::: (SFE_3C) in order to properly evaluate the installation of this /l i , Maul Rodri_�_� Chief Product Cc:: :r '[ Division Yale Ogron Manufacturing Co. Inc. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a rene<<.'al application has been and the original submitted documentation, including test supporting data, engineering documen:s, are no older than eight (8) years. Any and a!l approved products shall be permanently labeled with the manufacturer's name, city', and the following std :ement: "Miami -Dade County Product Control Approved", stated in the specific conditions of this Acceptance. or as spe�iti�; Renewals of Acceptance will not be considered it': a) There has been a change in the South Florida Building Code affectin2 the evaluation of this product and the product is not in compliance with the code changes; b) The product is !on,er the same product (identical) as the one oriiral(y approved; c) If the Acceptance holder has no: complied i with all the. requirenle:�:s o.`th!s acceptance, inc the correct insta!la :ian of the pro;:u:t; d) The engineer v,'hD ori,inally prepared, signed and sealed the required documentation initial!'.' submitted is no lo:!,er practicin, tin enqineering profession. Any revision or change. in the materials, use, and /or manufacture of the oduct or process shall automatically be cadse fv: termination of Acceptance, unless prior :ten approval has been requested (through the riling of is application c revision c I'ii) ICat10n wItil appropriate ,,.e) and crailiCd b; C _ i this �. Any oldie folio vin- shall also be cro',!:IJS for removal of Accc :I) Unsatisfactory p_: : or ti.:s product or h) 1.'Ilsusc of this p :a :ice as an en:I seril ent oCa ny product, for s-. __, a��' _ purpose. e !si or any Oi.._. Notice of . ,cc_ :_.._c number 1• the Miami-Dade b•. the c: :plratlon G;.: ::.1', be dip :a in !F - � S� .. :-. i(1 �i: ;'.';'rt �!rlg literature. Acceptance is disp!7.yed. glen it shall be clone in its entirety. 7. A copy of this Accc :_..._; as well as approved drawings and other do: b: provided ' 1 .'d (U the use: by t!lC I11an:!iaci. , rCr U. its distributors and Sha! the job site at all tire:_ The engineer need no: reseal the copies. Failure to comply any section of - this Acceptance shall be cause f, Acceptance. 9. This Notice of Accen:a:: :c consis or page; 1, ? and this last page 3. I:!N1) OF THIS ACCEPTANCE 3 ACCEPTANCE No.: APPROVED: EXPIRES: and Coll tiles Notice or 0 1- 1016.03 January 3. '00' January 3, 2007 v.h..:rc it applies, s:. d'e'al 'D'_ for inspection. • %i Raul Rod:ri2uez, Chief Product Control Division and removal c z M 6 HEAD/SILL CORNERS 5/16" OVERALL LAM. GLASS LAMINATED BY 'ARCH ALUMINUM' 1/8' ANNEALED GLASS (EXTERIOR) .090 INTERLAYER FILM SAFLEX /KEEPSAFE MAXIMUM 1/8" HEAT STREN'D CLASS (INTERIOR) 23 7/8" MAX. D.L. OPG. 34' MAX. LEAF WIDTH 0 X 3/4" PH SMS AT 5" FROM ENDS AND 12 -1/2' O.C. TYPICAL 12" MAX TYP AT HEAD /SILL z 2 23 7/8" MAX. D.L OPG. 144" MAX. FRAME WIDTH 34" MAX. _ LEAF WIDTH TYPICAL ELEVATION ( OXXO ) TESTED UNIT 1/8" HEAT STREN'D GLASS .070 INTERLAYER FILM SAFGLAS 1/8' HEAT STREN'D GLASS 5/16" OVERALL LAM. GLASS LAMINATED BY 'SECURITY IMPACT GLASS' z h GLAZING OPTIONS LARGE MISSILE IMPACT RESISTANT DOORS, SHUTTERS NOT. REQUIRED SURFACE APPLIED FALSE MUNTINS MAY BE USED a N 3/16" HEAT STREN'D GLASS .130 INTERLAYER FILM GLASSIAM 3/16' HEAT STREW() GLASS 1/2" OVERALL LAM. GLASS LAMINATED BY 'UNITED GLASS LAMINATING' GLAZING ADAPTER OPTIONS MAXIMUM DESIGN LOAD RATING = + 65.0 PSF (FOR SIZES SHOWN OR SMALLER) — 65.0 PSF APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. THE SIDELITES CAN BE ONE OR BOTH SIDES OF DOORS. ALSO FIXED UTES OF SINGLE (0) UNITS. DOORS /SIDEUTES GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. THIS PRODUCT IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE O 16557 DEC 117001 APPROVED AS COMPLYING WITH TI-E SOUTH FLORIDA BUILDING CODE DATE 5A/4. 4. 3 1 1- :ODUCT CONTROL DIVISION z Z ° ao O cc o_ C4 O U Es z CD' > a a CL s 0 w l^� 1 .r) 6 `V 0 0 ao I �o N 0 V7 w uJ w (t) to c O •; U Z 0 0. 0 rn 0 n 0 0 0 z W 3 0 0 u 0 u m a 0. ) 0 i x Q a 0 0 t ) BUILDING CODE COMPLIANCE OFF1C drawing no. ACCEPTANCE NO. 01 10(b,03 W01-64 (sheet 1 of 5 ") JAMB CORNERS dote: 09-17-01 17" MAX TYP t 1 1 I 1 1 I 1 1 FRAME HEIGHT 93 1/4" MAX. \ { / / (:\ \ J A O° / I I I 1 ' XVYV _£8 • 1H013H JV31 ..i.-- \........./ II 11 11 U L. �� 11 II �� = = = — I] it b II II �� 11 11 I � II 11 11 II 11 1 II II 11 i� 11 = \ II II = ."- 11 -H - -- I \ 111 I1, II -\ II D >. u 11 u / N If II \ I' 1 /11 II I \ 11 1 1 / II � ..,I� 11 N II 1 It 11 / 11 II 11 \ / 11 11 11 N / A 1 II 1 1 11 11 II 11 11 I it I II .c.\\ , II II 11 11 it 11 -- - - D.E. OPG. I 11 r, \ \ ` v © 0 ,11 9 1 1 1 1 1 4 z M 6 HEAD/SILL CORNERS 5/16" OVERALL LAM. GLASS LAMINATED BY 'ARCH ALUMINUM' 1/8' ANNEALED GLASS (EXTERIOR) .090 INTERLAYER FILM SAFLEX /KEEPSAFE MAXIMUM 1/8" HEAT STREN'D CLASS (INTERIOR) 23 7/8" MAX. D.L. OPG. 34' MAX. LEAF WIDTH 0 X 3/4" PH SMS AT 5" FROM ENDS AND 12 -1/2' O.C. TYPICAL 12" MAX TYP AT HEAD /SILL z 2 23 7/8" MAX. D.L OPG. 144" MAX. FRAME WIDTH 34" MAX. _ LEAF WIDTH TYPICAL ELEVATION ( OXXO ) TESTED UNIT 1/8" HEAT STREN'D GLASS .070 INTERLAYER FILM SAFGLAS 1/8' HEAT STREN'D GLASS 5/16" OVERALL LAM. GLASS LAMINATED BY 'SECURITY IMPACT GLASS' z h GLAZING OPTIONS LARGE MISSILE IMPACT RESISTANT DOORS, SHUTTERS NOT. REQUIRED SURFACE APPLIED FALSE MUNTINS MAY BE USED a N 3/16" HEAT STREN'D GLASS .130 INTERLAYER FILM GLASSIAM 3/16' HEAT STREW() GLASS 1/2" OVERALL LAM. GLASS LAMINATED BY 'UNITED GLASS LAMINATING' GLAZING ADAPTER OPTIONS MAXIMUM DESIGN LOAD RATING = + 65.0 PSF (FOR SIZES SHOWN OR SMALLER) — 65.0 PSF APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. THE SIDELITES CAN BE ONE OR BOTH SIDES OF DOORS. ALSO FIXED UTES OF SINGLE (0) UNITS. DOORS /SIDEUTES GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. THIS PRODUCT IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE O 16557 DEC 117001 APPROVED AS COMPLYING WITH TI-E SOUTH FLORIDA BUILDING CODE DATE 5A/4. 4. 3 1 1- :ODUCT CONTROL DIVISION z Z ° ao O cc o_ C4 O U Es z CD' > a a CL s 0 w l^� 1 .r) 6 `V 0 0 ao I �o N 0 V7 w uJ w (t) to c O •; U Z 0 0. 0 rn 0 n 0 0 0 z W 3 0 0 u 0 u m a 0. ) 0 i x Q a 0 0 t ) BUILDING CODE COMPLIANCE OFF1C drawing no. ACCEPTANCE NO. 01 10(b,03 W01-64 (sheet 1 of 5 ") JAMB CORNERS dote: 09-17-01 17" MAX TYP t J \ / / / \ z M 6 HEAD/SILL CORNERS 5/16" OVERALL LAM. GLASS LAMINATED BY 'ARCH ALUMINUM' 1/8' ANNEALED GLASS (EXTERIOR) .090 INTERLAYER FILM SAFLEX /KEEPSAFE MAXIMUM 1/8" HEAT STREN'D CLASS (INTERIOR) 23 7/8" MAX. D.L. OPG. 34' MAX. LEAF WIDTH 0 X 3/4" PH SMS AT 5" FROM ENDS AND 12 -1/2' O.C. TYPICAL 12" MAX TYP AT HEAD /SILL z 2 23 7/8" MAX. D.L OPG. 144" MAX. FRAME WIDTH 34" MAX. _ LEAF WIDTH TYPICAL ELEVATION ( OXXO ) TESTED UNIT 1/8" HEAT STREN'D GLASS .070 INTERLAYER FILM SAFGLAS 1/8' HEAT STREN'D GLASS 5/16" OVERALL LAM. GLASS LAMINATED BY 'SECURITY IMPACT GLASS' z h GLAZING OPTIONS LARGE MISSILE IMPACT RESISTANT DOORS, SHUTTERS NOT. REQUIRED SURFACE APPLIED FALSE MUNTINS MAY BE USED a N 3/16" HEAT STREN'D GLASS .130 INTERLAYER FILM GLASSIAM 3/16' HEAT STREW() GLASS 1/2" OVERALL LAM. GLASS LAMINATED BY 'UNITED GLASS LAMINATING' GLAZING ADAPTER OPTIONS MAXIMUM DESIGN LOAD RATING = + 65.0 PSF (FOR SIZES SHOWN OR SMALLER) — 65.0 PSF APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. THE SIDELITES CAN BE ONE OR BOTH SIDES OF DOORS. ALSO FIXED UTES OF SINGLE (0) UNITS. DOORS /SIDEUTES GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. THIS PRODUCT IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE O 16557 DEC 117001 APPROVED AS COMPLYING WITH TI-E SOUTH FLORIDA BUILDING CODE DATE 5A/4. 4. 3 1 1- :ODUCT CONTROL DIVISION z Z ° ao O cc o_ C4 O U Es z CD' > a a CL s 0 w l^� 1 .r) 6 `V 0 0 ao I �o N 0 V7 w uJ w (t) to c O •; U Z 0 0. 0 rn 0 n 0 0 0 z W 3 0 0 u 0 u m a 0. ) 0 i x Q a 0 0 t ) BUILDING CODE COMPLIANCE OFF1C drawing no. ACCEPTANCE NO. 01 10(b,03 W01-64 (sheet 1 of 5 ") JAMB CORNERS dote: 09-17-01 17" MAX TYP . TYPICAL ANCHORS SEE ELEV. FOR SPACING - WOOD BUCK SIUCONE • CONCRETE .. d ' X10 X 3/4' PH SMS AT 4 -3/4" FROM ENDS AND 14" 0.C. MAX. SIUCONE TYPICAL ANCHORS SEE ELEV. FOR SPACING d a 0 J 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING _ TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCK • • G • Q • a I • • CANCRETE f TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MASONRY OR •CONCRETE . • WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 -T5 MIN. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" DIA. TAPCON$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/4" MIN. TOTAL EMBED. (WOOD +SUBSTRATE) THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY 1/4" TFKS OR SFI F DRII I ING SCREWS INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) #14 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED .SILICONE. HINGES:': EXTRUDED ALUMINUM BUTT HINGE 1/8" THICK AND 7 -1/2" LONG WITH 5/16" STAINLESS STEEL ROD AT EACH LEAF JAMB STILE ONE EACH AT 10 -5/8" FROM TOP & BOTTOM AND ONE AT MIDSPAN LOCKS: STANDARD STEEL DEAD BOLT LOCK BY KWIKSET /WESLOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 41 -3/4" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB BY HARLOCK /WESLOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 34 -7/8" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) Engr. OR. HUMAYOUN FAR000 STRUCTURES FLA. PE / 16557 DEC 1 1 2001 2 • • • z 0 zW o f-1 (-r 0 o � a° x-11 o N n • 0 - Z 0 W r�) o z > to ao o 5< Vi O ix.■ W V) 0 z to Z N Q J W —'25 c t.rrp3:'cc AS COMPLYING U,rolT}€ rr.',71II FL0 ?..i BUILDING CODE r:'•'- _ToN_3 � OOO 2. r 1..`. CONTROL G'.':SI'.`N v CODE :.C:r. ' l I ;J CE OFFIC NO I:7101 6.0 t` V) LAJ Cr) W w r-, m c 0 U) •> L. v i U z 0 O a 1 CV L L O ▪ 0 Z 6-5 M 0 I - 0 Li] J r cnS c 0 0 a) 0 a .0 0 v 0 c c ) a x drawing no. W01 -64 sheet 2 of 5 L 1/4' MAX SHIM TYP TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCK O 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' SHIM MAX. SIUCONE TYPICAL ANCHORS SEE ELEV. FOR SPACING #10 X 3/4" PH SMS AT 4 -3/4' FROM ENDS AND 14' O.C. MAX. TYPICAL • #10 X 3/4' PH SMS AT 4 -3/4' FROM ENDS AND 14' O.C. MAX. LEAF WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR FRAME WIDTH 0 DOOR WIDTH WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Engr. OR. mUMAYOUN FAROOQ STRUCTURES P.A. PE 1 16557 DEC 1 1 2001 ) uJ w (/) oc 0 0 0 U w E 0 0 w N w EE w N N C O ) n APPROVED AS COMPLYING WM THE SOUTH FLORIDA BUILDING CODE - DATE AN. 3, toot FI:DDUCT CO! ROL 01VISIOP CUILDING CODE CON7PUANCE OFFIC ACCEPTANCE NO. Q I - 1 , 0 C O 1 U T d O 'O O C 0 e 0 (o 0 J Q rl 0 0 drawing no. WO1 -64 sheet 3 of 5 o ° O oI11 IJ 111 IUI -1 MATERIAL MANF. /SUPPLIER /REMARKS 1 - 0- 1 DOOR FRAME HEAD 6063 -T5 .• N YE -809 AS REQD. ITEM N PART # REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 YE -832B 1 DOOR FRAME HEAD 6063 -T5 - 2 YE -809 AS REQD. SIDEUTE FRAME 6063 -T5 - 3 YE -810 1 THRESHOLD , 6063 -T5 - 4 YE -808 AS REQD. SIDEUTE - MULLION 6063 -T5 - 5 YE -811 AS REQD. FRAME JAMB 6063 -T5 - 6 YE -801 2/ LEAF DOOR LEAF SILL & HEAD 6063 -T5 - 7 YE -803 1 DOOR LEAF JAMB - HINGE SIDE 6063 -T5 - 8 YE -802 1 DOOR LEAF - LOCK SIDE 6063 -T5 - 9 YE -831 2/ LEAF SNAP CAP FOR DOOR LEAF & SILL 6063 -T5 - 10 YE -816 AS REQD. COVER PLATE 6063 -T5 - 11 - - - - - 12 YE-824B 4/ LEAF GLAZING CHANNEL - - 13 YE -835 AS REQD. EXTERIOR GLAZING LEG 6063 -T5 14 YE -833 AS REQD. INTERIOR GLAZING LEG 6063 -T5 - 15 - - - - - 16 1 YE -602 AS REQD. WOOL FIN WEATHERSTRIPPING (.187 x .260) - ULTRAFAB 17 YH -622 AS REQD. BULB WEATHERSTRIPPING (.198 X .260) - TEAM PLASTIC 18 - - - - - 19 YH -615 1 LOCK SET BY HARLOC OR WESTLOCK - - 20 YH -610 AS REQD. FLUSH BOLT BY DELTA IND. ZINC DIECAST 21 - 3/ LEAF BUTT HINGES, AT 10 -5/8" FROM ENDS & MIDSPAN ALUMINUM WITH SS PIN 22 YE -805 4/ LEAF PRESSURE PLATE -TIE ROD 6063 -T5 2 -1/2" LONG 23 YH -630 2/ LEAF 3/8" DIA. THREADED ROD STEEL - 24 - 1/ LOCK ST. REINFORCING TUBE. FULL LENGTH OF PANEL ALUMINUM 1 X 3" X 1/8" ti s 1.812 L 3.749 r r 1.750 1 1 .632 4.000 3® THRESHOLD 4.158 4.280 0 HINGE STILE 4.158 1 • .078 0 SIDELITE FRAME 1.594 -t .152 .470 062 1.494 SNAP CAP - --.078 .703 } TOP /BOTTOM RAIL 4.249 .078 .663 2.116 4.290 `8) LOCK STILE .110 1 .625 1.492 1.314 97_ 1.217 .062 ! I +- .050 -- 12 -J L-.481 13 •653 GLAZING CHANNEL EXT. GLAZING LEG INT. GLAZING LEG 4.156 .125 1.718 4.000 1•.070 TYP. -1.750 - 1 DOOR FRAME HEAD 2.281 1.568 .535 .078 4O SIDE LITE JAMB 1 r. .4 -- YH- 652/653 HINGE .625 1• r-.513 4.000 (5) 110 - 24 X 1/2" FH MS STAINLESS STEEL (THREAD CUTTING) L -1.781 Id 1.547 22 PRESSURE PLATE 2.125 L1.500J DOOR FRAME JAMB .250 .973 J i 1.087 1- 050 .130 1.365 .750 .078 Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE M 16557 DEC 112001 1•.` ^.3VE' AS C^,l:;PLYIIIG 1� t CO!)'l 1 _ JAR zQ 2 �_.. ` -_.r `•� r LL�11(l G FICE 10(6.0; Cr) w w 0 0 0 U z w E 0 co o w 0 >. ce 0 J 0 2 0 U U z O U 01 0 i rA W r7 CV N • 0 z �"' o '' J C5 I O w= 3 Q 03 a 1.0 N n a 3 u) n c 0 N .0 0 0 0 ,c n_ U 0 1 drawing no. W01 -64 sheet 4 of 5 (3) #10 X 1 SMS o 411 4 4 0 . 14 1 FRAME UPPER CORNER FRAME LOWER CORNER (4) #10 X 1" PH SMS DOOR LEAF CORNER 3/8' DIA. STEEL THREADED ROD FULL LENGTH DEC 1 1 ?001 Engr: OR. HUMAYOUN FAR000 STRUCTURES FLk. PE 1 16557 PRESSURE PLATE 2 -1/2' LONG 5/16' NUT AT EACH END OF ROD _ 03 c w cr N N C 0 N .> p § 0 to to O a O U (U Z 0 O o0 • U � L V O • O z i O `— • 1— � 3 = 6 c0 = 0 b 0 C drawing no. WO1 -64 (sheet 5 of 5 DATE L 03 No. 197720 RECEIVED FROM \. A■2 A 14;72-2-m. )1A) ACCOUNT PAYMENT BAL. DUE °I3i-t) c j 3 O C C M CASH EN: Ky ORDER FROM di r DOLLAR atm.. 1182 Parcel # 1132060134690 - Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2003 -725 Printed: 5/8/2003 Applicant: CRAIG ANDERSON Owner: ANDERSON CRAIG JOB ADDRESS: 269 NE 100 ST Contractor ECONOMY GLASS OF SOUTH FLORIDA, INCContractor's Address: 500 N. W. 44 ST. Local Phone: Fees: Description Amount FEE2003 -2785 Building Fee $85.00 FEE2003 -2786 CCF $3.00 FEE2003 -2787 Notary Fee $5.00 Total Fees: $93.00 Total Fees: $93.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 11/2/2003 Construction Value: $5,000.00 Work: WINDOW REPLACEMENT Signed: W,44 \ (INSPECTOR) Signed: Building Permit Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 20 & W1/2 LOT 21 BLK 34 LOT SIZE 75 X In consideration of the issuance to me of this permit, I a e 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, - •ants •r employes. (Contractor or Builder) BY: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 1 - Z - i Job Address 26 / GO 7 T Tax Folio Legal Description 26 9 N F /.00 EE? Owner /Lessee / Tenant P- 077 ' ✓ / F _/ V /z. S A d Master Permit # Owner's Address 7 2 V E / c O'e- r s ' State # Cc-C 055 g Municipal # Historically Designated: Yes x Phone ? o S " 7 1 5'1 _ (3,27' Contracting Co. •C Ci d NS iii c4 Address I S N C TPtAla P.A Qualifier Mao I l k ( A ?(� i , t :G EN 5 "Dv SS# Phone 305) (gc 2 - 6,o7 Competency # Ins. Co. lava tied trd ( g , i5 Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION /ft' P L A r ni b 2- LAI , jv /) a !1,/ S' L j. T N Z cr S , + ?DO p W Gc nj r 7 i', S j c* P S Square Ft. Estimated Cost (value) 2-.5 O O . WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. FEES: PERMIT ignature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date My Commission Expires: RADON C.C.F. APPROVED: Buildin Z o n i n g g 4K ) l Mechanical Plumbing P.t,.- 10 7 e of Contrac or 0 wner- Builder ate K- /o/ad 4 7 Notary as to ctor or Owner- uild Date My Commission :pi '/ P7, OFFICIAL NOTARY SEAL O.. . <i BARBARA AWN FUGAA.,:: 2 it ( 0 .g ,, ,,; )1 . COMMISSION NUMBER v f , '1 . ,ffrCD CC360 99 � [ � y COaraAISSION EXP. nes\ t4 (in ineln Electrical D0 BOND TOTAL DUE_______ Engineering S ,'l'rL.cct. JM I%g /q7 sttvATT 4 15 v _ 7 1., Sc. 7 0 Y f . - • t 5 40 (b6 - 330t3G‘ , G17 Z'3 Ai / Jr/Lc' . :• •3- - • . „.. • , • •• • 3 • vc749 arc, 3.6 1 N L■1.-5 I N. On- N I ISZTS CA2 A'T 617 1 MGr OUT - 11 NG IA 1-9.-e7 • - 12r4__Ar-19 r)<1rNj71 N4 4 114 Of NI NG- pc, N 1-4 1,..y ERE NC14 lx,e7P5 -rep HAW pAP 5 e-out4Ty • c s N (bail 5 OF OP6 t• To 0 )6 - So LCD CA- o r & 1 if 5 107' 314 DADE (305) - 769! 8RW0: (305I 779•• 3216 FAX : (306) 441- 6 494 LAND SURVEYOR THOMAS J. KELLY, INC. N� LES� A 31 y 1D -1, V S .0 _4/ LoOD ZONE : F ;1 18 SURVEY NC /6 I SHEET_1 OF2._ SURVEY OF LOT ! �� "� - 1 Z 8L0 K SUBDIVISION ' ..�� I O ACCORDING TO THE PLAT THEREOF A" REC RDED IN I LAT B'r)K No ' AT PAGE No. _3.0 PUBLIC RECORDS 0 j COUNTY, FLORIDA. � DATE : ') cIAT' 11 e / 1 FOR �1)Sk;kii X.[T' LOCATION SKETCH SCALE: I" = 100 p � �M� i S � FL. F zZ yv' co l ri L1DY,� •— v • THIS IS A FLOOD HAZARD ZONE 206 S z '� THIS IS NOT A FLOOD HAZARD ZONE COMMUNITY PANEL No• 1 . ' No 11A9..-) SUFFIX : DATE OF FIRM:__._ BASE FLOOD ELEV. LOWEST FLOOR ELEV. HIGHEST ADJ. GRADE '__Ad,LAL- NOTE :.UNDERGROUND ENCROACHMENTS, IF ANY, NOT LOCATEU. EA/C /2 0,4C /-J,Li A j 7 S , O; 1 hereby; certify thut this sketch of survey of the above descr ?bed property is true and correct to the best of my knowledge and belief; as surveyed and platted under my direction. 1 further certify that-this survey meet the minimum requiremer,ts adopted by he Socie of—p_ ofessional Land Surveyors and the Florida Land Title Association and also CH 21 HH-6 F.A. code. There no e oachm ts, except as shown. l•tL 7 3_20.. jN Notes: I. If shown, bearings are to an assumed meridian (by plat ) olqf E A. PE'' EA Dote of Field Work llI 2.1f shown, elevations are referred N.G.V. Datum 1929 ofessionol Land Surveyor *4858 3. This is a land survey. fate of Florida Closure above 1 : T500 (Not Valid Unless Imprinted With An Embossed Surveyor's Seal) SCALE 1 " '.f\ N Na..tos - GABLES , FLA. 33134 THOMAS J. KELLY, INC. I (306) 444 —7692 1.409) 779— 3269 LAND SURVEYOR : (5•08, 44r-6494 rig 4 rp pugl5N1 2cq N5 loo - 11Z . I NSTAI,I4vile7 N OF N514 r12-NC,f-1 CoNGIE.EIS "t"6 44 90 si.;• • :, . • • ' . ••••. • : '•;••• ' - ;.; riso.s4!' 7 k9 • . kilAtpit'!` (t_4or A rAp-q 74\ 9 1 * SKETCH OF SURVEY SCALE: (3,2 t L 342' Z Z 4' c/ 011 14 d 7*.al e 3 pp, tvtcr (4 0 a Octo 1\1 I IA. Lai 2 I al/ .(r rIrl 00 , `(6) com C9E , •ve,15 7 001 MO' - > , 4 • SURVEY N 0. SHEET OF Z- r • ciN 6 xi • cif' Nousf, 6 c r • s *6 C 12 "-- C a.Ay - 1204 6 L-67 011 G i3S ©N gcYT,iQ 51 DES o UPC N� N O (Pe o p Gr�2ou i CD j To ( VON.. C TYP. Soe c)OT R N at D000_s) i -- :,, -;�� , 7//3,_ U Ilb -rt ±a —_f Q sir .o `l �s Ys � �• 1 U t 1 = � y l Y V � b Y l .:s7) ' t ; o • ; Ci ° a Yz; ry N . �. ;,'S v 'vvzt �'n > 4 . �• ^. � 7 METRO -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive Jacksonville FL 32226 Approved: 10 /10/96 -1- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 INTERNET mdcc0l Cshadow.net PRODUCT CONTROL SECTION (305) 3754902 FAX (305) 372 -6339 Your application for Product Approval of: 20 ga. Galvanized Steel Storm Panels under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 96- 20GA01, Sheets 1 and 2 of 2. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite•or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments the South Florida Building Code be enacted affecting this productor material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South'Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 96-0606.05 Expires:10 /10/99 guez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL • CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County Southeastern Metals Manufacturing Co. Inc, ACCEPTANCE NO.: 96- Q606.05 APPROVED . : UGT 1 0 1996 EXPIRES : -OCT 1 0 1999 NICE OF ACCEPTANCE SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves a 20 ga. steel storm panel designed t �1Y requirements as determined by where 1994 Edition for Dade County, for the locations pressure ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved Drawing number 96- 200A01, Sheet 1 of 2 , using 20 ga. steel, (min. thickness . ASTM A525, Reg. A653 e 37, (Fy = 37 ksi min.), Coating: Hot -Dip Zinc- Coated Galvanized 2.2 Panels are rolled formed, have a nominal width of 13.00" and a total width of 15.57 ", forming 1.375" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6, 2.81" x 1.475" x 0.25" special shape- header, 2.0" x 2.0" x .125" studded angle. 2.4 Tested specimen. Dimensions: 54.5" wide x 86" long overall - 3 specimen for impact and cyclic load 56.25" wide x 68" long overall - 1 specimen for impact and cyclic toad 54.5" wide x 86" long overall - 1 specimen for wind load 3. LIMITATIONS 3.1 The following mounting conditions shall be limited to a Maximum Des gn Detail a r Wall Mount (Direct Mount System), Detail B - Header / Studded Angle Mount System, Detail C & E - Studded Angle / Top & Bottom Mount, as shown on, Drawing + number 96- 20GA01, Sheet of 2 •. 1 AO I 3.2 3.3 Manue Perez, P.E. - Plans iner II Product Control Division Southeastern Metals Manufacturing Co. Inc. ACCEPTANCE NO.: 96- 0606.05 APPROVED : OCT 1 0 1996 EXPIRES 1 0 1999 ft NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 The panels shall be installed only in the following condition (all installations shall include 1/4" x 1" sidewalk bolt w /steel spring nut at midspan to secure each tap joint): 4.1.1 Direct Wall Mounts: ( CONCRETE / MASONRY /WOOD): The panels are secured directly to the wall at the head and sill, with 1/4" x 2" Etco Panel Mate Masonry Bolt with one 1/4" gale. washer and washered or wood) or 1 /4 " -20 x l " hex head bolt with 1/4" 4 winged nut spaced at 13" o.c. (concrete, masonry � Anchor spaced at 6.5" o.c. (concrete or masonry) or 1!4 „ -20 xl” sidewalk bolt with 1/4" Anchor spaced at 6.5" o.c. (concrete or masonry) Qz1/4 " -20 x 1" wood bushing with 1/4 " -20 x 1" hex head bolt SS spaced at 6.5" o.c. (wood) Qt 1/4 " -20 x 1" wood bushing with 1/4 " -20 x 1" sidewalk bolt 3/4" spaced at 6.5" o.c. (wood), as detailed on Drawing number 96- 200A01, Sheet 2 of 2, bearing the Dade County Product approval stamp. 4.1.2 Wall Mounts: (CONCRETE /MASONRY/WOOD): The panels are secured to an 'H'- header (Part 2), at the head and attached with any of the fasteners used in section 4.1.1 (A) Qt 1/4" x 2 1/4" Tap C onW Hex head screw , 1 1/2" min. embedment spaced at 6.5 o.c. (concrete or masonry) QI lag with 1 1/2" min. embedment (wood) . The sill is a studded angle secured with the same anchors as the head or 1/4" x 1 1/2" concrete drive nail with expansion anchor. spaced for the 6.5" ill studded (concrete). Studded angle may substitute the 'H'- header using all the anchors approved as shown in detail "C ", Drawing number 96- 20GA01, Sheets 2 of 2. 4.1.3 Built -Out Mounts: (CONCRETE /MASONRY/WOOD FRAMED }: The manning conditions of sections 4.1.1 and 4.1.2 may be installed on a 2" x 4" x 0.125" Alum. Tube or 2" x 4" P.T. wood for stud framing which is spaced at 16" o.c. or 2" x 6" P.T. wood for stud framing which is 24 at 24" o.c. Anchoring of bunt -out shall be with 21/4 " � .x.4.112" -Lag. _ _craw spa e -. - .d - -. -.... m _ _ min.1 3/4" embedment into center of studs. 4.1.4 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing 2. Substitution of only the anchors specified on Drawing number 96- 200A01, Sheets 1 and 2 of anchor type or indicated embedment is unacceptable. 4.3 Fasteners must have their own Notice of Acceptance and Aluminum � made ne contacting not con steel dered adequate protection against corrosion, per DIN 50018. shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded con si or metal shields, not in use, must be protected against corrosion, contamination and damage - 2a - Man l Perez, P.E. - Plans ' * iner 11 Product Control Division Southeastern Metals Manufacturing Co. Inc, ACCEPTANCE NO:: 96- 0606.05 APPROVED : OCT 1 0 1996 • EXPIRES OCT 1 0 1999 NOTICE OF ACCEPTANCE: SPECIFIC ONDITIONS 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the an f tur rs name or logo, city, state and following statement: "Dade County Product Control Approved". Also a Earning.N.QIC shall be permanently labeled at each opening to be protected or, in the case of direct mounted panels with no header and sill, each panel shall have a legible permanent marking in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless are properly installed. 6. USE 6.1 Application for building permit shad be accompanied by two copies of the following: . 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved Drawing number 96- 20GA01, Sheets 1 thru 2 of 2, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirements of the opening in which it is to be installed. •Y Man el Perez, P.E. - Plans iner 1 Produc ontrol Division Southeastern Metals Manufacturing Co. Inc, ACCEPTANCE NO.: APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED: TESTS : RESULTS: Man el Perez, P.E. - Plans Product Control Division - 2c- 96- 0606.05 : OCT 1 0 1996 ACT 1 0 i 999 TEST ARGE MISSILE IMPACT TEST FBC PA 201 -94 (86" Span) YCLIC WIND PRESSURE TEST FBC PA 203 -94 POSITIVE YCLIC WIND PRESSURE TEST FBC PA 203 -94 NEGATIVE FORM STATIC AIR PRESSURE TEST FBC PA 202 -94 POSITIVE (86" Span) FORM STATIC AIR PRESSURE TEST FBC PA 202 -94 NEGATIVE (86" Span) Design Pressure Rating (less than 86" Span) TEST LOAD SATISFACTORY CTC 96 -020 +82.5 PSF CTC 96-020 -107.3 PSF CTC 96 -020 DESIGN LOAD +55.0 PSF CTC 96-020 -71.5 PSF CTC 96-020 +55.0 PSF CTC 96 -020 -71.5 PSF CTC 96 -020 +55.0 PSF -71.5 PSF Deflection Max. 2.375" +71.5 PSF CTC 96-020 -55.0 PSF CTC 96-020 Max. 0.86" 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on: Uniform Static Air Pressure Test, per SFBC PA 202 large Missile Impact Test, per SFBC PA 201 Cyclic Wind Pressure Test, per SFBC PA 203 piepaazed by`Coristzuction Testing Corporation of South Florida, Report No. CTC - 96-020 dated MY 18, 1996, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawing: • - 8.2.1 Drawing No. 96.20GA01, Southeastern Metals Manufacturing of South Florida, "20 Gauge Galvanized Storm Panel System ", Sheets 1 thru 2, dated 4/17/96 with Revision No. 1, dated 9/6/9E signed and sealed by Dole J. Kelley, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report issued by USX Corp., U.S. Steel Group division, dated 6/4/96 with chemical composition and mechanical properties for galvanized steel, ASTM A653 -9` 8.3.2 Certified Tensile Test Report from independent lab QC Metallurgical, Report Number 6DM -1113 dated 5/3/96 for 20 Ga. steel. 8.4 Calculations: ed by Southeastern Metals 8.4.1 Anchor analysis dated 5/6/96, Pages 1 through 13, prepay y Manufacturing of South Florida, Inc., signed and sealed by Dole J. Kell iner I1 Southeastern MetaLs Ma un facturing Co. Inc.. ACCEPTANCE NO.: 96- 0606.05 APPROVED OCT 1 0 1996 EXPIRES : OCT 1 Q1999 • 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 documents, 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: "Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) lithe Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. 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 purposes. 6. The Notice of Acceptance number preceded by the words 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 itstistributors and shall be available for inspection at the job site at all time. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(c) and this last page 3. 1 • . 0 0 . 41 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size u the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter • . the South Florida Building Code. Man el Perez, P.E. - Plans product Control Division END OF THIS ACCEPTANCE finer I . ,7 n ,.. 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Uwe 10 2/4 Penetration Center s( Mutts ANCHOR SCHEDULE 2 EDGE DISTANCE) ...0114 roc , 4 /so misa.% ' - I /10 ►: 1.0.1 PC.D 140 sa *MI ittO 11: • 1000 IK 0114 t it 4' w. orecoorn 1/e'er taco 10.0. 014.0 10U0Mr " .014 014 1/C 0:•10. 00.001 • .0m401d 08404 1.1 1 •/p 0000./0 0 14*1, t 0014 4A U ANCHOR SCHEDULE _ 2' EDGE OSSTANC.E) 0.0 9.10( 0004 Tr' • 11110 4*) 1/1 1 411.44 • 010710 nO MVO 101 2s SIr,4clure - O u Evicting Structure 10.00.21% CAM AML •14 10)890 00104018 f/4 1/ aaa afW Ya mt. $alt+ .M 1 4/I'•••04. as150.. 04' , 1/471 C00 5.10. M.1C •010411! •0001101 t 414 040 104100 • 0, 4 .0 .1 i - s 4 . . r s r e t taa r V T tier LA•rat • Veil' 4000014: •a 114101 AZI(IE 10 WALL DErso. PLU4 TO AN (DETA11 STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM N.T.S as .4 u u I /4 - X1' ./Neu Hcad Sue. r 1/4' oat .1 /4 (- Concrete Or. ` Lri wee r / L4pO0.ion Mcnor Ste*/ Sptig Nut .40t A APA. *0A M' 114440. 4.11401 OIK0 11 145 44•••14 004 M• ..4.,0. 1010 M 1014 10.101. MAC 0440 50 .1' 00. PAWS APPROVED AS COMPLYING MTH THE SOUTH FLORIDA ENDING CODE (Al 1 1 _ ?R00'JC ..t 1801 DSV:S ON BUfIO.KG CODE COMPLIANCE Off ICE ACCEPTANCE N0.94 - c d %.4 SOIRAMI MEMS V1 � Aff & y ww. F�, 20 Win a EVMQEP SiVOIA MIL Sr%PI M 2 of 2 Y� 1 7!8' � � I 4 .5/8' 1 1 0 090 R (To) I@ TYPICAL 20 GA GALVANIZED PANEL IS.S75 13' CDVCR 0.114 R 4429 © ALU)AINUM• HEADER CHANNEL DETAIL S091HG•Siw. 14ULs YAN/ACAt1AIC CO, INC. LIO1s0014L12_ MOW. OAK Ca1w1Y P000CCT COO I* 3PP10,13 6 1/2' 3 l/4'- 2S, 0' x 300 WS CLINCH STUD �--- 7 -000 O STUD ANGLE u+r.n rt L 1. Ms staling u OLSi09E0 0 AC0940ANCL WOIL NC MIN riO3p* HAWS COOL, 1034 MIAOW. Ant) I•Q 11114 0R01A1C1 OMAN E0010111r 5. P0S1050 31.0 *CAA& 0[900 POLSOIOIC CatirU4411215 9U,1 Of P( 0050 11 A.' 55115 AAA 1-.44 '010101V14 015101 LOAOS P0100003. MOO 9.459 SOAK ROWS'. 3 MOO 033n1 OWL a 309 30 CAVCC 04Yg11jt0 (a03ss'j C0K00050 TO ION 41) 01051(11311 =AOC n 0101 101 P7 - 31119. 491.500 01114000F3 94015. lit 0003 -10. 14.0o . "PR0EUCI *3 *03 31NS 01 WM. 17 OF Cat COO Or OK PAWL. 1.N HP.. A 000 r1.Nb.0 0(5 ruin Mb SHALL a SAE= K (0.L035: 3 10 NLR 1Ct10 -0330 M9WCAK toot, ifsi0ORO117 PAWL MA1 SOS01 OOL%S NO SPANK N915 - 3T W1-30■3 1[041[0 AL 45[311 LAP J0041. I. •Lt 00.13 AN• 0490.13 91A1L It C4•U01(D CO 5f0AWSS 0RQ 40111 3 90M1e rr - 31 AR 7. .uT0001 31 HMV AIL 34 .439303133117 1.P1M$[I1A10I4 d MATUCACS 10 • AS USC4 /x.3005101 Tf5131. O . 10• • SOTTO* OttALS 9419611437 Ot 013.110440C133 AS (Aip CO3•00wS &SCAIC PAWLS PAT 0t +.0091(3 i0 0111AUT 5501(1 APPUCAOLL • 5515. *Mai 59.0 51t0IC*DOOS SHOO 441311 MP1r(3T 1500 01009(41 PR0►0110 .O9 11.04C5. C1n3C 910 1100504 suit AM PRESUME RSTK 5 AC( 01044 5034 0A04 COUNTY P00TOC3t1 PA 119. 002, NIB 10.7. 301105 H VAUD O0 1110 110" sVORT wo 10. 1Ar301N 440•10111.11 0[953 LOAD: PO331i - •03 0C4A550 - -71. • /0' HOLE (TYPO 1 1.373' REF. s AAA,- 4• .. t _ . a • ; ' :'. f °, - `,,; . 5 . . X. .5 r< • 86" SILL 1 01. AT10 SILL DETAIL 68' SILL 7/6" 0 0/16 SLOT (TYPICAL) - ,.0 HEADER CHANNEL LAYOUT 3 1/4.-01 11 1 8 ANCHORS 10 ANCHORS 12 ANCHORS S CON CH S - -- -- . s NCH STUD E474 it1t1W J 9"" MIS V•'x+' r 510[WLLR OAT 0.133 T at 1.000 Note' Reinforced Donets with stitch bolts 7. �p• and spri nut of mid -span secure SIDCWW „14::111111111111 I at each lop joint. % ► - { r - - - 13.00 --4- 13 -q s3 { HOLE LECEN3 44' sm. t • • i • • .. • • 6.so• -+ ssot +.6.50•-+ 6.50'+ 6.50'1 6 ANCHORS 7.00 -4 )._ 73.00•- -.I.-- a OD -7 ls.00• -}-- -- 13.00• { 1 56' SILL - • • • • • ' • • • • • ' 1 6.50 6.50'• 6.50 6.50•+ 6.s0 6.50•? 6.50•4 8 Ancti0R5 7.59 -+� �'. --- 13.00 -•�• -- 13.00' --y.- �S.ao -.F -•- 13.01' -4.- 53.o0• -•.4 sr' SILL F • • • • • • 1 • • • `. 6.50'4 6.30 "+ 6.30•+ 6.50'+ 6.50'+1. 6.50'4 6 50 6.50 - + 6.50'4 10 ANCHORS - 13.00 ••+1•- 13.00 - -4-- 13.00• - -- 13 DO' - -4--- 13 00' --+-- 13,00• ---i 66 SILL . . . • • . . . i • 4.10•+ 650•+1. 6.50•+ 6.50•4 630.4 6 -SG'+ 6.50.+ 6.50 - + 6.50'4. 6.50.4 13 ANC.IORS 511.1? ANGL,F SILL LAYOUT 3 4 J • 7/16'0 THRU HOLE • CLINCH STUD r6' 1/710.6 1/1:T+6 11/2+1.6 1/3-.6 • 44 6 §r, APPaOVED AS COYIPLT'uo MTTH TNE SOiTH FLORIDA BUI COOT // D4 . -r: P ► - i 100, 830 ` /.... '-i_. .. PRODU •1 'TRt. DIVISION !WILDING CODE C0 WLUN ` QITIC ACCLPEANCE NO ` A - 66 mat.. r 'xcf arnti'P 1teti.%Y :d6'S "y4 t 4a'', r : : Tft l { d 0 0 g t3 A D3 o 0 U V 1 5. 0 5 r. (/7 � 3 m .55/1 b/ 08: 3: e � 1111 .1 PRODUCT CONTROL NOTICE OF ACCEPTANCE Therma -Tru Corporation 108 Mutzfeld Road Butler Your application for Product Approval of: "Fiber - Classic" Outswing Residential Insulated Fiberglass Door under Chapter 8 of the Metropolitan Dade County Code :governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. B0121, Sheets 1 thru 2 of 2. (For.listine, see Section 8 of this Notice of Acceptance) : • • has been recommended for acceptance by the• Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq.; and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Coded Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. • Acceptance No.: 97 Expires:03/31 /98 Approved:04 /17/97 IN 46721 :D N"••GE 01 Oli.ITAN DADE COUNTY, FLORIDA A TRO -DADE FLAGLER BUILDING I ■ BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130-1553 . (305) 375 -2901 FAX (305) 37S -2908 PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372 -6339 Raul ' od Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Comrpittee to be used in Dade County, Florida under the conditions set 'forth above. • Sir anger, Director Building Code Compliance Dept. Metropolitan Dade County '3'37 23: 32 95448/3466 HUTTIG DEERFIELD ?;GE 22 Therma -Tru Corporation ACCEPTANCE No.: 97- 0113.03 EXPIRES APPROVED APR 1 7 1g97 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS March 31, 1998 1. DESCRIPTION OF UNIT 1.1 This approves a residential insulated fiberglass entrance door system designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine by 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. L2 Model Designation: Series "Fiber Classic" Outswing Residential Insulated Fiberglass Doors. 1.3 Overall Size: 6' 2 -3/16" wide by 8' 0 -1/2" high by 4 -5/8" deep 1.4 Configuration XX 1.5 No. & Size of Panels: Two panels; each measuring 35- 13/16" wide by 95- 9/32" high. 2. MATERIAL CHARACTERISTICS 2.1 Frame and Door Panel Material: Wood frame. Door panel: fiberglass skin, and polyurethane foam core. 2.2 Glazing: 2.2.1 Glazing Material: Single lite, of 1/2" overall sealed insulating glass fabricated from a single 1/8" clear tempered glass with a 1/4" desiccant matrix spacer and a single 1/8" tempered glass OR 1/8" tempered single glass only. 2.12 Glazing Method: Each panel is sandwich glazed using a cellular PVC plastic (lite frame) 1 -3/8" face x 1" deep, two - piece glazing stops with mitered and welded corners, holding door panel and glass with eighteen (18) #6 x 1 3/4" type AB Pan Head Phillips screws, six (6) at each side, three (3) at the top and three (3) at the bottom, a structural silicone bedding compound is used at the exterior glass edge perimeter. The glass bite is 1/2 ".= The glazing is sealed to the exterior. 2.2.3 Daylight Opening Size 19" wide x 79" high 2.3 Door Leaf Construction: 2.3.1 Door thickness: The door leaf is 1 -3/4" thick. 2.3.2 Face sheets: 0.125" thick fiberglass skin. Skins are a composite material made of fiberglass- reinforced polyester resin. Fiberglass is in the form of randomly oriented strands of chopped roving, approximately 1 -inch in length. Fillers such as calcium carbonate provide compressive strength. 2.3.3 Core Design: Polyurethane foam core, BASF Elastopor P10160-R Resin / Elastopor P1038 Isocyanate Rigid Urethane Foam System, self - bonded to inside faces. Minimum density 1.9 Ibs /cu. ft. 2.3.4 Construction: Flush type, with cut -out for glazing. The vertical edges of skins are ribbed to provide an interlock with 1- 1/16" x 1 -1/4" fingerjointed pine stiles. Wood composite end rails are butt joined to stiles at corners. 2.3.5 Reinforcements: At the lockset location, the wood stile provides hardware mounting reinforcement. Man - I Perez, P.E. Plans Produ Control Division liner 11 05 /15 /1ti97 06:32 9544013466 Therma -Tru Corporation ACCEPTANCE No.: 97- 0113.03 2.4 Frame Construction: 2.4.1 Type: Rabbet frame, 4 -5/8" by 1 -1/4" wood jambs and header, kerfed 1/8" x 1/2" for a compression weatherstrip. 2.4.2 Material : Ponderosa pine, finger jointed. 2.4.3 Construction :. The head /jamb corners are coped, butted and fastened using three 2 -1/2" staples per corner. The sill /jamb corners are butted and sealed using two 2 -1/2" staples through the jamb into the integral wood block in the sill. 2.4.4 Threshold: The outswing sill, consists of an extruded aluminum .850 "/.3'75" high x 3.75" wide bumper threshold, with a slot for a vinyl bulb weatherstrip and a wood block insert in the interior side. 2.4.5 Finish: Prime Pearl White. 2.5 Astragal: The composite wood /aluminum (Tee) astragal consists of a 1.790" face x 1.061" deep interior wood molding, kerfed 1/8" x 5/16" for a compression weatherstrip, an aluminum extrusion and a .852" face x .526" deep exterior wood molding, assembled using four #7 x 1 - 1/2" FHWS into the edge of the inactive stile. 2.6 Hardware: Quantity Description . Location 2.6.1 8 (4 /leaf) 2.6.2 1 2.6.6 2 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4" x 4" Therma -tru self locating butt -type hinges; secured with four #10 x 2 -1/2" FHWS two at top hinge and 1 at center and btm. hinge; and eight #10 x 3/4" FHWS. Kwikset 200 Series Lock Set 2.6.3 1 Kwikset 660 Series Dead Bolt 2.6.4 4 Stanley or American Hardware Heavy (2 /leaf) Duty 6" surface mounted cylindrical slide bolt. 2.6.5 1 Extruded aluminum astragal security cover. Astragal integral flush bolts HUTTIG DEERFIELD PAGE 03 2a - APPROVED : APR 1 7 1997 EXPIRES; March 31, 1998 Secured to each jamb, at 5 -1/4 ", 30 -3/4 ", 56 -1/4" and 81 -3/4" from top of each door slab. Manuel erez, P.E. Plans E Product ontrol Division At active leaf, 60" from door slab top. At active leaf, 54 -1/2" from door slab top. Mounted vertically over a 3/4" wood block using four 1/4 " -20 x 2" wood screw. At 1" from top and bottom edge and 1" from outer edge of each active and inactive doors, . At active leaf lock jamb, spanning vertically the whole height of door and secured to edge using four 410 -12 x 1" Phillips FHWS. At astragal, 12" from each end, top and bottom. Steel keepers at head and a 7/16" .Pilled hole at thr . d. /... .L - iner 11 '5/16/1'397 @S:32 9544813466 HUTTIG DEERFIELD PAGE 04 Therma -Tru Corporation ACCEPTANCE No.: 97- 0113.03 APPROVED EXPIRES March 31, 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.7 Weatherstripping Quantity Description Location 2.6.1 1 row Thermoplastic compression At head and jamb. weatherstrip 2.6.2 1 row Thermoplastic compression seal Built into the sill. Caulk is used to backbed the weatherstrip. 2.6.3 1 row Single leaf plastic strip Adhesively affixed to the exterior bottom edge of door slab. 2.6.4 1 row Center fin dust pad At the aluminum threshold, directly under the astragal. 2.7 Sealant: A small joint sealant is applied to the jamb /sill comers. An adhesive caulk is used to seal the plastic glazing surrounds to the slab skins. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in Section 10. Single door units shall include all components described in the active leaf of this approval. 3.2 Units with dimensions smaller than those shown in Section 1.3 shall also qualify under this approval. 3.3 For Design Pressure Rating, see Section 7, TESTS PERFORMED: 3.4 This fiberglass door panel must be painted for UV protection. 3.5 This door system does not comply with the means of egress requirements. 4. INSTALLATION 4.1 Screws and Method of Attachment SILL : Four #10 x 2 -1/2" FHWS located at 4" and 30" from each corner. HEAD : Seven # 10 x 2 -1/2" FHWS located at 6" from corners, at midspan and the rest at 12" o.c. max.. JAMBS : Eight # 10 x 2 -1/2" FHWS at 6" from corners and the rest at 12" o.c. max. Note: Please see note #11, Page 3 4.2 Limit shim space to a maximum of 1/4 ". 4.3 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected -2b- APR 1 7 1997 Manu Perez, P.E. Plans •miner 11 Product Control Division ;65 1ST' -'71+57 00:32 9544013466 HUTTIG DEERFIELD Therrna -Tru Corporation ACCEPTANCE No.: APPROVED : APR 1 7 1997 EXPIRES March 31, 1993 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS P;,GE 05 97- 0113.03 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive doors, mean roof height, length and width of building. 6.1.3 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the opening in which it is to be installed. 6.4 This renewal supersedes Notice of Acceptance No. 95- 0406.01 dated November 21, 1996 6.5 Note: The installation of this unit will require a hurricane protective system. -2c- Manuel Perez, P.E. Plans Product ontrol Division iner 11 TEST TEST LOADS DESIGN LOADS AIR INFILTRATION ® 1.56 PSF SFBC PA 202 -94 (0.37 CFM /FT'.) 0.10 CFM /FT? NCTL -210- 1751= 1S,2S,3S UNIFORM STATIC PRESSURE TEST At 75 MPH SFBC PA 202 -94 POSITIVE 30 Seconds +28.0 PSF NCTL- 210 - 1752- IS.2S.3S +28,0 PSF NCTL - 2.10- I752- IS.2S.3S UNIFORM STATIC PRESSURE TEST At 75 MPH SFBC PA 202 -94 NEGATIVE 30 Seconds 42.0 PSF NCTL - 210 - 1752- 1S.2S,3S -42.0 PSF NCTL -210- 1752- 1S.2S,3S WATER RESISTANCE (PSF) At 75 MPH SFBC PA 202 -94 +4.20 PSF NCTL - 210- I752 . - IS,2S,3S +2S.0 PSF NCTL -210- 1752- IS.2S,3S UNIFORM STATIC PRESSURE TEST DESIGN LOADS SFBC PA 202 -94 POSITIVE 30 Seconds +49.2 PSF NCTL- 210 - 1752- IS,2S,3S +49.2 PSF NCTL - 210 - 1752- IS,2S,3S UNIFORM STATIC PRESSURE TEST DESIGN LOADS SFBC PA 202.94 NEGATIVE 30 Seconds -65.6 PSF NCTL -2t0- 1752- IS,2S,3S -65.6 PSF NCTL - 210 - 1752- IS,2S,3S WATER RESISTANCE (PSF) SFBC PA 202 -94 +7.4 PSF NCTL -210- 1752- 1S,2S,3S +49.3 PSF NCTL - 210 - 1752- IS,2S,3S UNIFORM STATIC PRESSURE TEST FULL TEST LOAD SFBC PA 202 -94 POSITIVE 30 Seconds +73.8 PSF NCTL -2I0- 175.1= 1S.2S,3S +49.2 PSF NCTL - 210 - 1752- IS,25,3S UNIFORM STATIC PRESSURE TEST FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Seconds -98.4 PSF NCTL -210- 1752- IS.2S,3S -65.6 PSF NCTL -210- 1752 - 15.25.35 FORCED -ENTRY RESISTANCE (FER) SFBC PA 202 -94 ,.4:. SFBC 3603.2(b)(5) SATISFACTORY NCTL -210- 1752 -I F,2F,3F Design Pressure Rating (Positive) +49.2 PSF Dcsign Pressure Rating (Negative) -65.6 PSF . 05:`16/1997 08:32 9544813466 HUTTIG DEERFIELD PAGE 06 Therms -Tru Corporation 7. TESTS PERFORMED ACCEPTANCE No.: 97- 0113.03 APPROVED APR 1 7 1997 EXPIRES; March 31, 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS • 2d- Manuel ercz, P.E. Plans Ex Product Control Division incr II 05/1611997 08:32 9544813466 HUTTIG DEERFIELD • Pr;GE 07 Therms -Tru Corporation ACCEPTANCE No.: 97-011103 9. COMPARATIVE ANALYSIS: None -2e- APPROVED : APR 1 7 1997 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC :CONDITIONS AUAk March 31, 1998 8. EVIDENCE SUBMITTED 8.1 Tests: 3.1.1 Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with installation diagram of an entrance door and prepared by National Certified Testing Laboratories test report No. NCTL -210- 1752- 1S,2S,3S dated 08/28/95, signed and sealed by Barry D. Portnoy, P.E. 8.1.2 Test reports on: 1) Forced Entry Test, per SFBC 3603.2.(b). along with installation diagram of an entrance door and prepared by National Certified Testing Laboratories test report No. NCTL- 210 - 1752- 1F,2F,3F dated 08/28/95, signed and scaled by Barry D. Portnoy, P.E. 8.2 Material Certification: 8.2.1 Test report on "Methods of Fire Tests of Door Assemblies ", per ASTM E-152 for P101 60R/P 1038U foam core mfg. by BASF, conducted by Warnock Hershey, test report No. 6721 dated January, 1994. • 8.22 Test report No. 15427- 101189 for Fiber- Classic SMC .070" Fiberglass Reinforced Polyester material used by Therma-tru for door skin and No. 15427 - 101193 for PVC Lite Frame Material on "Rate of Burning ", per ASTM D635 -91 , conducted by Omega Point Laboratories, dated March 7, 1997. 8.2.3 Test report No. 15427-101178 for SMC Fiberglass Reinforced Polyester material used by Therma-tru for door skin and No. 15427-011174 for PVC Lite Frame Material, on "Self- Ignition ", per ASTM D1929 -91a , conducted by Omega Point Laboratories, dated March 17, 1997. 8.2.4 Test report No. 15427 - 101181 for SMC Fiberglass Reinforced Polyester material used by Therma-tru for door skin and No. 15427- 101185 for PVC Lite Frame Material on "Smoke Density ", per ASTM D2843, conducted by Omega Point Laboratories, dated March 17, 1997. 8.3 Drawing: 8.3.1 Manufacturer's die drawings and sections. 8.3.2 Drawing No. B0121, Therma -Tru Corp., 6/0 x 8/0 Fiber - Classic Outswing Double Door, Sheets 1 thru 2 of 2, prepared by manufacturer, dated 3/27/97. 10. TYPICAL ELEVATION: For typical elevation, cross sections, see Drawing No. 80121, Sheets 1 thru 2 of 2, bearing the Dade County Product Control approval stamp. Manuel 1 erez, P.E. Plans iner 1I Product Control Division 05/16/1997 68:32 9544813466 Therma -Tru Corporation f HUTTIG DEERFIELD ?f - ACCEPTANCE No.: APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 10.1 Slab Models (Only decorative, surface applied muntins allowed) Manuel P ez P Product Control P:aGE 08 97 -01 13.03 APR 1 7 1997 March 31, 1998 l .E. Plans Exa Division ner II 6'5/16/1597 e8:92 9544813466 HUTTIG DEERFIELD Therma -Tru Corporation ACCEPTANCE No.: APPROVED APR 1 7 1997 EXPIRES March 31, 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 10.2 Stab Models (Only decorative, surface applied muntins allowed) _2 PgGE 69 97- 0113.03 Manuel ' erez, P.E. Plans Exa er 11 Product Control Division 05/15/1397 68:32 9544813466 Therma -Tru Corporation ° ACCEPTANCE No.: NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 10.3 Slab Models (Only decorative, surface applied muntins allowed) HUTTIG DEERFIELD -2h- APPROVED EXPIRES it 1 PgGE 16 97- 0113.03 APO 1 7 1997 March 31, 1998 AnAMOlif Manuel Zsez, P.E. Plans Ex Product Control Division er II E,35/16/1997, 68:32 9544813466 HUTTIG DEERFIELD Tberma -Tru Corporation NOTICE OF ACCEPTANCE: SPECIFIC ;CONDITIONS 10.4 Slab Models (Only decorative, surface applied muntins allowed) ims 0 f-° 111 MEN -2i u� rD 5 111 PgGE 11 ACCEPTANCE No.: 97- 0113.03 APPROVED APR 1 7 19g7 EXPIRES c 11 11 March 31, 1998 MME Manuel • - rez, P.E. Plans Exam& I1 Product Control Division E15/16/1997 69:32 9544813466 r Therma -Tru Corporation NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 10.5 Slab Models (Only decorative, surface applied muntins allowed) v a OCI 00 pci an Dn 00 P. II 8� ¢7 DD OE D® BB o a la gala ao DO D 00 DD ©o ao 00 00 DD u HUTTIG DEERFIELD fl ,j PgGE 12 • ACCEPT No.: 97 0113.03 APPROVED : APR 1 7 1997 EXPIRES; March 31, 1998 99 BB 00 'kg BB � Ea C C RBI DO 00 AD 111 09 99 BR cc, 1 00 o� 88 00 00 j i mo / . , Manuel • rez, P Product Control iO 00 1111 00 .E. Plans Ex Division . 41 ta HIKE UR tIOCSEI )S1PAIL YIII4 SFEIRIIT CHM SLICE RI 14 1/16' 100108 VIII1 ClftEESICH flffliP Eny SJs on SUB minx sni S/43 Y1111 ORTS.11181 '01111511IP krik0.1,9 Al CIAVIVAIG P NI SOUTA 11(1110 DUIUMIIC MOC ri r suattia =4 Accuurrt culla anica THERIVIACTIRLI CORPORATION DRAWING WILE: 6/0 X 8/0 FIBER-CLASSIC CLITSVII& ffl F MAWR BY: R.FLIIIT OAIE 3-17-g7 MI5" SCALE: CRAVING NIL - ISFEET: IDE 1 80121 J UF2 1 m rl 1 1 12.03) CR WM 31.110 L 4.01) 11111 1 1911: (7) 110 H12'. fUl 19L1 g1113 _NE: (8) /10 X 2-1/2' BJJ�BYS 4.0:0 Sill: (4)110X 2-1/2' fiAl Oil YID MIS 1E1 S111111T1 DRAW EY; RAIIHT DATE: SCALE: 3-27-97 ME lio: ?-vr YO DRS IMMO LI IMMO W1 11‹ OconitatattrODIRC COX te2 ontsc: suns= COD( cowtwits via acscPsua K 1 3 43 THERMADTRU CORPORATION DRAWING T I E 6/0 X 0/0 F1eER-CLASSIC CIJTSWIttG Ca.131_E COY CRAYftd p0. r DEE T : D3121 2 Cf 2 th 1 1-■ r5:' b !' 'i+9' 08: 32 9544813466 Therma -Tru Corporation HUTTIG DEERFIELD PAGE 15 ACCEPTANCE No.: 97- 0113.03 APPROVED APR 1 7 1997 EXPIRES March 31, 1993 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 documcntation, including test supporting data, engineering documents, arc 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: "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 thc correct installation of the product; d) The engineer who originally prepared, signed and scaled the required documentation initially • submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior wrirten 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 purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by thc expiration date may be displayed in advenising 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 times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be causc for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 20) and this last page 3. Items 10, 11 & 12 listed below only apply to,glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. the first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing,. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention. Chapter 3 • of the South Florida Building Code. END OF THIS ACCEPTANCE 3 /I /a .. Manuel 'erez, P.E. Plans Exa Product ontrol Division