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262 NE 93 St (16)BUILDING CODE COMPLIIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA 05- PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regu atiop govern fg th d* o donstruction materials. The documentation submitted has been reviewed by Miami -Dade County Product ontrol 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 SWD -101 Outswing A6undnum Trench Door - Impact V APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, 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 IMPACIl' TING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by 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- 0417.04 and, consists of thin page 1 a well as, approval document mentioned above. The submitted documentation was reviewed by Thaodok'6 0 9 ca 9 T '_ 4 o n o 0 c c c t4 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING t4 r SST FLAGLER STREET, SUITE 1603 B MIAMI, FLORIDA 33130 -1563 05) 375 -2901 FAX (305) 375 -2908 NOA Nu 02- 5701.112 F:apiratton Date: November 22, 2006 Approval Date: July 12, 2002 Page l 7 1/2 95.750 7 1/2 X 37.500 13 �{ MAX. ON CENTER TYP. HEAD & SILL 7 1/2 7 1/2 5 1/ 2 13.5 1 13.5' rm. MAX. 5 1/2 SEALANT ON FRAME CORNERS Be PANEL CORNERS 95.750 tau 2 POINT LOCK OPTION XX /7,76 Robert L Clark, P.E. P.E. 439712 Structural 71.750 . 6 7 1/2 --1 7 1/2 M 13- °i MAX. SEALANT ON ON CENTER FRAME CORNERS TYP. HEAD & SILL & PANEL CORNERS Ravi 0) added 2pt. lock info Material. 13.5° 5.) NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: F7L -2241 7.) FOR LOCKING ASSEMBLY OPTION — SEE WET 3.OF 4 LARGE MISSLE IMPACT DOORS 1. GLAZING: .401/.464 LAMINATED W /INTERLAYER (MONSANTO OR DUPONT) 2. CONFIGURATIONS: X, XX -.— 7 1/2 3. DESIGN PRESSURE RATING: .3o) .464 LAM.: +75 P.S.F. —75 P.S.F. 3b) .401 LAM.: +60 P.S.F. —60 P.S.F. 4 .) ANCHORS: 5 1/ 2° MAX. 7 1/2 FROM CORNERS (HEAD & SILL) MAX. 5 1/2" FROM CORNERS (JAMB) 7 MAX. SPACING AT HEAD & SILL: 1 .3.000 MAX. SPACING AT JAMB: 13.500 Rend By: le: o.a I Dram By D.B. 13.5 a TYP. MAX. 5 1/2" Chad ay: loots: Date: 2/1 TaYmmmn Im , A' fr fi0i r 3 1/64 o. .GR o,a„d .ado t hymen A i S&Aeo/Modd: SWD -101 French Door — X, XX POT NO: VENDOR NO • • • • • • • •• • •• • • • • • • • •• • • • • •••• • • • • • • •••• • • ••• • • • • • •• •• •• • • • • • • • • PRODUCTREVIS�EQ • e • to seeelyin �Frlds e • • ®• � Aaeae } yua pp ,PIS ( 01.13 m•mmmm m • • • • 1070 Technology Dr. Nokomis, Fl. 34275 Seel: Ix Ely • • PRODUCT RENEWED ACCEPTANCE aa. < 42 . 4 1 1 •e EXPIRATI(?N 17Ait. NO�,uI {tB1Z,2 B 15445 \ PHDUUCTax T N.OMei(N+ 111.1twDiw CODE COMP%AIRICE OV1'ICE Sheet: 1 .14 INDUSTRIES Oraofn0 No. 971 r_ R 1.750 95.750 93.625 EXTERIOR ROUGH OPENING 1.272 4.000 ROUGH OPENING SEE SHEET 3 FOR ANCHORS .250 --- MAX. SHIM SPACE 3.000 MAX. SHIM .250 SPACE 1.479 VERTICAL SECTION INTERIOR 1.489 .250 MAX. SHIM SPACE ROUGH OPENING 34.625 TYP. BOTH PANELS 25" DAYLIGHT OPENING HORIZONTAL SECTION INTERIOR ChM tor riat mt° 2/16/98 1.750 F,=t = ! 1 /O4 Dectral ma,as .aR . MO", « o ! Mg 1 1' SerfoOlodeb SWD -101 INACTIVE PANE, VENDOR NO •••• • • • • • • • ••• • • • • • •• •• •• • French Door — Elevat'ons . . Slim! 2 of 4 Droning N. 971 ROUGH OPENING 1.480 • • • • PRODUCT RENEWED AccErrroce NA .0 I d4''1 • Cl4 EXPIRATION DATE •1AlENQE72 2Z )2006 D L`,A m oalt, iron L 4 CElow 61JRDMO ooupourudNcE OW= INDUSTRIES .3 POINT LOCK ASSY. 2 POINT LOCK ASSY, katerfal: 1/8 ANN. 3/16 ANN. 4 �J Rj a ae o 3/16 ANN. 3/16 ANN. --I L 280 MAX. SHIM I 3.000 --{ SPACE 1.469 • • • • • •• • • 4850 MAX. SHIM • • •• SPACE • •• 1.488 • •• ,401' LAM. W/MONSANTO SAPID( PV8 1N1TRI Arrq • • 4R4' IAM W/MONSANTO SAE, EX PVIWNTER•AYER OR .401' LAM. W/DUPONT RUTAIJTF INTFRIAYEQ • • •OR•.•84' LAM. N 0�8 . � , RIITA,11PRIRAFRP.AYER SE` NOW 3 ON SHEET 1 e e 0 e e 0 SEL '4 2 i" riel• • to • e DESIGN PRESSURE RATING:.. *60 pal. DESIGN PRFSCIIRF RATING: ITS nal' 000000 0 0 o 0 0 0 • • P8ODUR'L. ED o eqA Plci da m o a tae e Rovh•kna: 0) added 2 pt. lock info rem, 11Et1 NM..e Oodkar ! 1/64 Deihl .02 Lleind :I Mptdat f 1 ' 1070 Technology Dr. Nokomis, Fl. 34275 Eeticke Prod oet CosLd PRODUCT RENEWED AcrePrAalAYta. ct- o41,.o Expo m0y4 t DDA pp rTI: N ur a� cl ' als>E ±�•• COM E Sedea/YOdek SWD - 101 Description: Rer B,. Dale: Chad Cy: ratck French Door — Exploded /Glazinq 0.B. l 11/17/00 PCT NO: VENDOR N0: Scok: sneer Droving No. Rev: Robert L Clark, Pam.) es 0.8. 0 2 PE. 039712 /1e /98 3 971 D 3truecorel INDUSTRIES 1 floor too & •ot. rail 2/eo. door top & bot. rail 2/ea. door top & bot. roil 2 ea. door to & bot. rai UM Iimskyavcurxx.mtatkvail KEN STRIKE PLA iEgfaMI IFwrigtainwaimml2WIZM 11M1141. .tgaimplEgr_gd MERIN] IINI 111:M7 4 SCR. FLT. HD. P IL NEriZali EafIRIPIWIldIAVNIIMILitilll■ fff11 Meigitu 1 Om. 625 FLT. Hp. PHIL GI:17 i j i AgegliMII 20 71058FP Erlarhinge - hinge- or ip k A FoRi efs i nsa. 10x1 2 FLT. HD. PHIL. 7 0X12 PW Mfg/ hi • e &hin e-fronee• 'out II lEtIllife7 BOILIVRXOLIMAIMEMICIIIITM74111.07W11=5)111:101. /MIMI EDI tfill frliffirjarze, !be bolt locks iiiii4611•Ziiiiiiiiii• IMA talffria.;fil:mimulmirimi Pidinnlikirlifill7N1M711111•11PrIMPUIDMIX41/ igitar.911r111 F7.1111111Mg Wal Pregralaff-WallIMINI riElle721111M7211311111■11111MLE1111111;a4.1W7a a+111•111:1!EA5= IMIEffiLlilil1IAIIIIIIITF71/10111=71FM•1011. rrromm WEI WEIP1011,601, UPEEN21111317estra °Is fr. am 's & cod] SCH C L CORP. 117_73/111 IFJ111111 7 - • • .WMPIFF/117 rffir . _ ....,1111Fiwir,:ri.rx , - AMU ETYDriP141 Wall 3 POINT LOC ASS . OC WiE1131■111@ r.h. ostra • al 1111M1M K aqua 1Iiikati-V;YiliZTLilizIllit2P)&1:4,,IAN ItliIIINF.W01 .!!. FIKIZIMUr /0 r.h. astro•alMINWIIblliraUkaIIIMIIIIIIIM .LrallIIII GP/7121111 IllrENRWI:=1)11101rE111111M L.W.VIACNI■ ULAIIINIM *Ell Gff7111 laill11MIENIIIIIINIIIIIIIIUWAIIINIII WAII 1 _. 7 „ o WalibbilM11111101111011111111111 .250 x .187 F7NSEAL S - IP DOOR W- RIP CHANNEL FRAME JAMB FRAME HEAD GLAZING BEAD ROLL FORM OUTSWING THRESHOLD /16x18 TH #f0 ROD TRUSS CLAMP 5/16x1/16 TRUSS WASHER 16x18 SS NUT 60411 6 ODA 60378M 7WASHA 7JNUT 2 . AS C N U IA ALUMAX FASTEC INDUSTRIAL FAS EC INDUSTRIAL AF-1 380 DEAD- OLT LOCK DUPONT UP 60375 60376 61069M 62899C QTY. DESCRIPTION ALUMAX ALU VENDOR VENDOR & b . roil SCHLEGE CORP. MCORP 1 63 r.h. astra al H.P. .• • H.P.G. PGT INDUSTRIES AF-10375 AF-10376 AF-10378 Revcd Date: 0.13. 11/17/00 French Door — Anchorage B.D.M. DESCRIPTION DOORSILL DCOR JAMB HIN ED 41 8 x Ph. . Tek 7834FPT SPENCER PRODUCTS Sarle•Aiodch SWD-101 1070 Technology Dr. Nokomis, Fl. 34275 INDUSTRIES t • 14000 CUCK IA- TAP= TYP. HEAD 112 61000 1/4 DPCON TYP. S11.1, 2 • MOO BUCK 2 . BUCK 112 1141KID ® TYP. HEAD 1 IN al It= dr-h-- 1/44PCON ji 42 . • L I TOCO TYP. JAMR TYP. JAMB CX124.ff MIST IRANSTED 9fLatt LIND ID SLAB. 0 Robert L. Clark, P.E. P.E. #39712 Structural PRODUCT REVISED PRODUCT REIgNitre.D i. • es complying with the Flares Wiling Cade ACCErraNt”. P4.. 4 t- o AamPlaste No 10a.12 Expiration Dee i i EXFIR6T1oN DAM Noverviet,22126012 ft:FiZ ''''.#1 try ISL.41 i - 4_1..4,4.. OMAN PROOtet Cr=vITIM inksraweaft i.ctrweetS M1AMFDADP BUILDING CODE COMPLIANCE OFFICE.(BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 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 "SH -701" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/9/98 with revision on 6/3/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. / MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site the ottee ° Byildyig Official. This NOA revises NOA # 02- 0702.04 and, consi$ts of tills page t 4 Aelj a$ approval document mentioned above. The submitted documentation was reviewed by Tlitpdoli $ednin,PX: • • c VT Co 1P/ 0 or5 I _ . t ,� b l ,� o ° •°° °• • • • •° NOA No 03- 0514.01 ° ° o • • • • ° • ° : ° ° Elpfra on Date: November 01, 2006 V • • • • • • • • • :. • • ° Approv a l Date: November 05, 2003 ° °° • • • ° °° • Pagel 000 • • • • • °• • ° °° • • ° °° • • • ° •° °° • • 0 0 °° • • 0 ••• fizq L • • • ° • • o °° °° ° • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING :S TFLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 ( 05) 375 -2901 FAX (305) 375 -2908 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/9/98 with revision on 6/3/03, signed and sealed by Robert L. Clark, P.E. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 03036, dated 3/14/03, signed and sealed by Joseph Chan, P.E. Submitted under NOA# 01- 0629.08 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1889, dated January 14, 1998, signed and sealed by Gilbert Diamond, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1852, dated December 29, 1997, signed and sealed by Gilbert Diamond, P.E. •o ••• • ii • •• 0 • • o ,/I' • • •• • • ••• • • • ° 000 0 • • • 0 • • • • Theodore Berman, P .E. Deputy Director, Product Control Division NOA No 03- 0514.01 0 ° 0 • 0 • . ° • 1 : 1 °ElplIition Date: November 01, 2006 0 • • • • 0 . 00 • • • • Approval Date: November 06, 2003 000 • • • • 000 • • • • • • • • • • • • • 000 • • • 0 • • • • • • • • • • •• •• • • • •• •• 006 • • • ••• • • COMPARATIVE GLASS TYPE: A. 5/16" 5. 5/16" C. 13/16" D. 13/16" ANALYSIS TABLE: LAMINATED (1/8 "A,.090,1/8 "A) • • • • FTL -1886 LAMINATED (1/8 "HS,.090,1 /8 "HS) •.. • • ieTL -188: I.G., 1/8 "HS, 3/8" SPACE, 5/16" LAMI (1/8 "A,.090,1 /8 "HS) FTL -373.5 I.G., 1 /8 "HS, 3/8" SPACE, 5/16 LAMI (1/8 "HS,.090,1/8 "HST' ; "LTL -373; WINDOW WIDTH WINDOW HEIGHT • • • • • • • i60100 38.375 50.625 63.000 26.500 A 88.7 - 80.0 66.7 -80.0 66.7 -80.0 :66.7 : -80.0 0,0 66.7 -80.0 66.7 - 80.0 66.7 - 80.0 66.7 _ -80.0 c C 86.7 -80.0 68.7 - 80.0 66.7 -80.0 .86.7• • -80.0 37.000 A 66.7 -80.0 66.7 - 80.0 68.7 -69.6 S1'2 • -57.2 ! B,D" 66.7 -80.0 66.7 - 80.0 66.7 -80:0 " 66.7 -80.0 C 66.7 -80.0 66.7 - 80.0 66.7 - 80.0 66.7 -76.1 53.125 A 68.7 -80.0 63.4 -83.4 47.9 - 47.9 48.3 -48.3 8,0 66.7 -80.0 66.7 -80.0 68.7 - 80.0 66.7 -80.0 C 66.7 -80.0 63.4 -63.4 58.7 - 58.7 54.5 -54.5 76" MAX. WINDOW HEIGHT 5 3/4" MAX. VENT SIZE: 50 1/2" x 38 1 x /4" 13" -� MAX. ON CENTER TYP. HEAD & SILL 53 1/8" MAX. WINDOW WIDTH ELEVATION NOTES CONTINUED 4.) ANCHORS:MAX. 5 3/4" FROM EACH CORNER (HEAD Sc SILL) MAX. SPACING AT HEAD & SILL: 13.000 MAX. 6" FROM EACH CORNER (JAMBS) MAX. SPACING AT MEETING RAIL: 8.000 MAX. SPACING AT JAMBS OTHERWISE: 13.125 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 1 8" MAX. AT MTG. RAIL 6 ' MAX. 13 /8" MAX. 0.C. LARGE MISSILE IMPACT WINDOWS NOTES: 1.) GLAZING OPTIONS: A. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PV8 INNER LAYER ® BETWEEN (2) LITES OF 1/8" ANNEALED GLASS. B. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. C. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (1) UTE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS). D. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES 4U E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) ; .'. • • B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE (FT8-1889) A1iD GLASS TABLES • ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIA14I FAE•COUNT" • • Rcb rl L Clark, P.E. PE 939712 Structural IND STRIES P.O. BOX 1528 NOXOMIS, FL 34274 ILF:S% F. . Rend or F.K. 6/3/03 • 03/26/03 Dt 10 11 01 D -ADD GLASS TYPE & T C -ADO 13/16 LG. Revfaana: TB TABLE, EXTR. D. Dram By: D.B. D:scAptl"n: ELEVATION & NOTES ntls: Scrfel: SH -701 8/18/98 n/98 Scale: NTS Shxt: 1 of 5 • z. •• • • 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 ALUMINUM SINGLE HUNG WINDOW Dro"ing Nw 4040 • 0 • • 0000• • • • ••• • • •• • • • • � �p d � •� • ode mower gy • iF�' • d �.r.2�1•: . .': .�. Rav: PGT Industries C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, dated 5/9/03, prepared, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. Dupont DeNemours for "Dupont Butacite" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 03- 0421.011 issued to Solutia for "Saflex HP", dated 5/22/03, expiring on 12/11/05. E. QUALITY ASSURANCE 1. Miami -Dade County Building Code Compliance Office. F. STATEMENTS 1. Laboratory compliance letter for Test Report no. FTL -03036, issued by Fenestration Testing Laboratory, Inc., dated 4/1/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Notice of Acceptance No. 02- 0702.04, issued to PGT Industries Corp., Aluminum Single Hung Window, approved on 07/16/02 and expiring on 11/1/06. 2. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • 00 000 . i - • • • • . / or" , • •• • • • 0.. • • o • • • • i • • ° Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 034514.01 • ® o • • • • 0 o • • • e tiptittion Date: November 01, 2006 410 • : • ° . o • • • e Apploval Date: November 06, 2003 e • • q •e • • •• 0e• • •�o • • • 0•• • • • • 000 • • • • • o • • • • • • • .•• • • • • • • • o A• • • • • • • • o • 0 • • • • • • 000 • • • 00• • • 76.000 MAX. HEIGHT .737 INACTIVE EXTERIOR .655 ®— 2.784 ROUGH 2,784 OPENING ROUGH OPENING .500 34.500 DAYLIGHT OPENING A 34.500 DAYLIGHT ACTIVE OPENING 2.330 INTERIOR REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 1.123 ROUGH OPENING VERTICAL SECTION @CI OPTIONAL Robort L Clork P.E. PE 939712 SUUaWrol EXTERIOR INTERIOR 53.125 MAX. WIDTH 49.625 DAYLIGHT OPENING 48.250 DAYLIGHT OPENING HORIZONTAL SECTION 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BO% 1529 NOKOMIS, FL 34274 7Rla 18/98 &von by: D.B. x/9/98 Doxeptiom SECTIONS RoMCbno: P• a• • O ®O SOOAO 0 0 2.710 • 0 0 b r• to 6 t•.• ALUMINUM SINGLE HUNG WINDOW ROUGH OPENING 0 Sortzo/Aoda Scolo: Slwcb Oreoing No. Raw SH -701 NTS 3 a 5 4040 D TYP. HEAD TYP. SILL .250 MAX. 2 x WOOD BUCK REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 P TYP. HEAD #12 PANHEAD TYP. SILL 1.500 v. ' o .250 MAX. /12 PANHEAD .250 MAX. 2 x WOOD BUCK 50 "0/0 ' a3 Rotgrt L. Clmfc, P.E. PE 039712 StnxImrc.1 TYP. JAMB IND STRILS 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. 805 1529 NOKOMIS. FL 34274 PRODUCT REVORD 1 1 %18/98 Dross Or D.B. ANCHORAGE 7700 Dote: 2/9/98 rti • sew/move sever shit: • • • • • • •• • • • • • • • • • • •• • TYP. JAMB • F. F.I 6/3/03 03/26/03 10 /11/01 D —NO CHG THIS SHT C —NO CHG THIS SHT. ReHsfon. TB, TABLE, EXTR. u • ••• • • • •• • • e • •••• • ••• • • • •• • ALUMINUM SINGLE HUNG WINDOW Drosb g No. SH -701 NTS 5 ea 5 4040 2 x WOOD BUCK • • • •••••• 0 0 • • ••••• • • • • • •• • • Roc. D J .737 i l ) ALUM. 6063 — T5 2.274 -H .062 2.784 O ALUM. 6063HS — T54 h - 1.451 .490 ' } U 7 062 J u i .655 .705 2.784 O REFERENCE TEST REPORTS: FTL - 1889 & FTL - 3739 1.350 1--- © ALUM. 6063 —T5 ALUM. 6063 —T5 ALUM. 6063 —T5 ALUM. .062 6063 — T5 .413 -� r- 2.330 O ALUM. 6063 —T5 /4 Rabat L. Clark, P.E. PE 039712 8Inicturc.1 2.710 1.523 -® -� 1.023 --^-I 1.123 O ALUM. 6063 —T5 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 .062 ® ALUM. 6063 —T5 ,mom • ® AL • 6O631-t'- .T5 • •••• • • •••• •• 9 • • • � • .683 ' • • F.K. ° T: r— I r j p i 673/03 p 0 CHG mis SHT R R K• 03/ 26/03 C-ADD 130,33 CHC 14,5 Ror..'d Oslo: Rarleiena: F. u� 10 11/01 T8, TABLE, DM?. Re D B. 8 "43j*" Drawn 9y: Dat9: D.B. 2/9/98 Dcxrlptfon: EXTRUSIONS • 9000 •050 • •••• • 1.O%Z • ALUM. 6063 —T5 ALUMINUM SINGLE HUNG WINDOW Sales/Medan Scale: Shoat DrosMg Ho. sH -701 NTS 4 or 5 4040 • •• •••••• • PROsvcT REV15M • • Balk •I��MA Balks OA AgYre • 9 • • Mete .O I• • • • • Ror. 0 MM I��14DE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOAf r D\ \7 7 r _ ] 11 ) 1bIIAMI -DADE COUNTY, FLORIDA / METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 — ' MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 . PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Serie& VW -701" Aluminum Picture Window -LMI e/ APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A ", dated 12/15/03, 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. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspectipp We jol sit at jh .request of the Building Official. This NOA consists of this page 2 and etd8ige paaes end E-2, as well as approval document mentioned above. • • • • • • • • • • • • • • • • • • • 0 The submitted documentation wa revievvect y Theo1Iote'Eerman, P.E. • • • o•• ••• ••o • • • • • • • • • • • • • • • • • • • • • • • • o • • • • • • •o • • •o ••• • ••• • • • ••• • • 0 • ••• • • • • • • • • • • • • • • ••• • • • • o • • • • • • • • • • • coo • • • the • • olio 0 • • ••• • • NOA No 03- 1105.01 Expiration Date: February 19, 2009 V Approval Date: February 19, 2004 Page 1 g‘ PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A" dated 12/15/03, signed and sealed by Robert L. Clark, P.E. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, prepared by manufacturer, dated 10/31/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02issued to Solutia, Inc. for "Saflex / Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. • • 0410 • • • • • • • e • • • 0 • • • • .• • • • • • • • • • • e • • • •• ••• •• • • • •• 0 • • O•e ••• ••• • • • • • • • • • • • • • • • • • • • e • • • • • • • • • • • •• �• ••• • ••• • • •t • • • • • • 0 000 • • • • • • e • • • 0 • • ••e • • • • • • • • e • • • • • • • • • • 0 • • • 0 000 • • • 000 • • Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS L Laboratory compliance letter for Test Report no. FTL-3835, issued by Fenestration Testing Laboratory, Inc., dated 08/25/03, signed and sealed by Joseph Chan, P.E. 2, Laboratory compliance letter for Test Report no. FTL-3850, issued by Fenestration Testing Laboratory, Inc., dated 08/21/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). 00 1 tr 0 3 - O 33 . D 0 D .200 - O 2 -_ : a 2 D Z 2 2 2 . 2 . 2 20 '2 2 2 : 2 ; Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16 "ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/18" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/18" HEM STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16° HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI-DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD & SILL: MAX. 8 1/2° FROM CORNERS MAX. 11" O.C. ® MAX. 8 1/2" FROM CORNERS MAX. 11° O.C. (DESIGN PRESSURE LIMITED TO 80 P.S.F. WHEN ANCHORING WITH #12 SCREWS) JAMBS: • 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 21/2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL At • • HEAD & SILL: AT EACH CORNER •••• MAX. 5" O.C. • • JAMBS: AT EACH CORNER •••• MAX. 5° O.C. 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE RCW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 81/2" FROM CORNERS MAX. 11" O.C. JAMBS: MI MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF T-IE FRAME. 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 1 810 e o • e e •• • • • •• •• • • • • • • e O 0 0 0• • •• • • • • •• • ••• • • •• • • • • • '.th t L C!7.1- 9.8. PE 039712 Sb, I • • • • • Fit cr ms F.K 7/1403 /2/1503 A REDUCE ANCHOR SPACING cnr_cally 0.= 1070 TECHNOLOGY 292195 1091(095.4, FL 34275 P.O. BOX 1529 KOKOMl$, FL 34274 PiGT Visibly Bottor NOTES & TABLE OF CONTENTS Tinx ALUMINUM PICTURE WINDOW, IMPACT PW-751 I NTS 1 < to 4259-4 1ud Ly kreLy OUTSIDE 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) WS: 1111503 77/1403 Ib.i:bo' A 011.0m a7 NO CHANGE THIS SHEET a-� 11/16° NOM GLASS BITE 1070 TECHNOLOGY DRIVE NOKOOIIS. FL 34275 P.O. BQX 1525 mamma a 34274 Visibly Batter ac�xcr PW-701 NTS r 2 e 10 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT 4259 -4 I A • • 000000 • e e o 0 0 0 • •• • • • • • • • •• • 00.000 • • • e ••ee•e • • • • Rabat L. Clark, P.E. PE 039712 8945542 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/1& LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16° HEAT STRENGTHENED GLASS 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16° AIR SPACE 3/16° HEAT STRENGTHENED GLASS 3/16° HEAT STRENGTHENED GLASS 1 1/16° LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER FAN MAX. SIZE = 96° X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48° OR MAX. AREA = 25.13 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. Pond w: F.K. Ire by: F.K. b=tr: bxs 12/16/73 wa 7/14/03 K°. Itsuezkre A wm°+er NO CHANGE 1415 SHEET 11111 EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 48" MAX. L 96° MAX RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. 1070 TECHNOLOGY DRIVE NOKOMI5 FL 34275 P.O. 1301 1328 N0KON 9, FL 74274 92 1/4" MAX. DLO Visibly Bottor ELLIPTICAL MAX. SIZE = 98" X 47° OR MAX. AREA = 31.99 SQ. FT. 44 1/4" MAX. DLO FLANGED ELEVATIONS 4ecx" PW -701 NTS 1• 3 r 10 • • • • e, e ••••/ •••• • • e••• 0e• ••• 1 •e • • • • • • • • • •• ALUMINUM PICTURE WINDOW, IMPACT 4259-4 A • •0000 •50 • 7 0 0 • o o • •• 0 O.0 2 • • •• • • • e •••••• • • • Robert L. Clark P.E. PE 039712 SbecNlcl • AI 00••• • •• TRAPEZOID MAX. SIZE = 48° X 96" OR MAX. AREA = 31.99 SQ. FT. HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT. FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68° X 88" OR MAX. AREA = 25.22 SQ. FT. ARCH. MAX. SIZE = 48" X 96° OR MAX. AREA = 30.28 SQ. FT. HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.85 SQ. FT. FAN MAX. SIZE = 98" X 47° OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. Itnal F.K W.w"llr F.K. 9-s 12/1803 Oct: 7/14/03 K": A u:.eod Or NO CHANGE THIS SHEET bxx FULL CIRCLE MAX. SIZE = 60° DIA. OR MAX. AREA = 19.63 SQ. FT. EYEBROW MAX. SIZE = 98" X 48° OR MAX. AREA = 31.99 SQ. FT. 48° MAX. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 061(1529 NOK014I5. FL 94274 OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 98" MAX. 93 1/4° MAX. DLO RECTANGLE MAX. SIZE = 48" X 98" OR MAX. AREA = 32.00 SO. FT. Visibly Bottor 45 1/4" MAX. DLO ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. INTEGRAL FIN ELEVATIONS QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. ALUMINUM PICTURE WINDOW, IMPACT ccvmd °� tr.' o®.yw FW-701 NTS 4 ° 10 4259-4 • • • • AA • • •• • • RC • MAX. SIZE = 48° X 96° OR MAX. AREA = 3028 SQ. FT. • ••••• • • • • • •eeeee • •• —, e e • 0 0 • •• • • • • • •.••• • • n4aAAm •' 1 ti• rcia- Robot L. Olt p.E. PE 539713 Stuoturd E ll: 2.784 ' I° -- MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH SCREWED CORNER ASS'Y (FLANGE FRAME) OUTSIDE HORIZONTAL SECTION (FLANGE FRAME) 0 ■ 0 0 101 ALONG ENTIRE JOINT KEYED CORNER ASS'Y ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT 0 0 MAX. DAYLIGHT OPENING * 2.784" •. • • • VERTICAL SECTION (FLANGE FRAME) 4 0 4••••• • • • e••••0 • • • •• • 4 • • • • •• • • INSIDE • • •• ee ate • • • o•a• 4 • • e o 4 •••• 4 • • • •• • 4 • • • •• • • • • • • • • ,f7X' 1m etr titidtr FK 11�w, ty: F.K. m 12/1503 7/14/03 A NO CHANGE THIS SHEET C.a. I 1070 TECHNOLOGY DRIVE NOXOMIS. FL 34279 P.0. COX 1529 KOX01119. FL 34274 Visibly Bettor SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT PPW -7.701 ' NTS Lbt I0:=,:v 7 e 10 I 4259 -4 A R0Ep1 L c4o1. P.E. FE 434712 Structurd COMPARATIVE ANALYSIS TABLE 2. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) FTL -3835 GLASS TYPE: B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3 /16HS) FTL -3835 C. 1 1/16" LAMI I.G., 3/161iS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) FTL -3850 D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) FTL -3850 WINDOW WIDTH AREA SQ.FT. I.ea:4 W' 49.000 54.500 ` A &C 80.0 1 -80.0 I B &D 80.0 1 -80.0 AREA SQ.FT. 10.786 60.000 [ A &C 80.0 -80.0 B &D 80.0 -80.0 AREA SQ.FT, 11.875 A &C 80.0 1 -80.0 65.500 B &D AREA SQ.FT A &C 80.0 B &D 80.0 80.0 A &C 80.0 71.000 B &D 80.0 28.500 9.698 12. 64 AREA SQ.FT. 14.052 76.500 A &C B &D AREA SQ.FT. 82.000 A &C 80.0 -80.0 80.0 B &D 80.0 .14 87.500 r A &C 80.0 B &D 80.0 80.0 -80.0 AREA SQ.FT. 13.22 AREA SQ.FT. 17.318 93.000 AREA S 96.000 d mm F.K. 12/1553 07.409e 0,4e. F.K. 7/34/03 A &C 80.0 B &D 80.0 FT. A umW tiY rs 18.406 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 A &C 80.0 -80.0 80.0 80.0 80.0 80.0 1 -80.0 12.868 80.0 80.0 78.9 80.0 75.3 80.0 72.6 -72.6 80.0 -80.0 69.4 80.0 -80.0 19.361 66.4 80.0 65.0 80.0 34.000 11.569 14. 21. CHANGE NOTE 1 ANCHORING WITH 512 SCREWS 67 15.465 16.764 8.063 20.660 •58 -80.0 -80.0 -80.0 -80.0 -80.0 -78.9 -80.0 -75.3 -80.0 -69.4 -66.4 -80.0 -65.0 -80.0 63.9 -63.9 80.0 80.0 78.9 80.0 72.2 80.0 65.5 80.0 -80.0 17.967 61.1 80.0 57.1 -57.1 80.0 -80.0 53.8 1 -53.8 80.0 J-80.0 2'2.493 51.0 80.0 48.9 80.0 39.500 13. 14.'50 16.458 19.476 20.984 24.002 25. WINDOW HEIGHT -80.0 -80.0 47 -78.9 -80.0 -72.2 -80.0 -65.5 -61.1 -80.0 -51.0 -80.0 -48.9 -80.0 10 48.0 -48.0 1070 TECHNOLOGY DRIVE NOXO.'11& FL 94275 P.O. BOX 1529 NOXO.:!18, FL 94274 45.000 80.0 -80.0 80.0 74.3 1 -74.3 80.0 1 -80.0 17.031 67.8 80.0 61.7 80.0 56.4 80.0 42.6 80.0 41.2 80.0 15.33 18.750 20.469 22.1 3.906 25 27.344 29.063 -80.0 -67.8 -80.0 -61.7 -80.0 -56.4 -80.0 51.5 -51.5 80.0 -80.0 47.2 1 -47.2 80.0 1 -80.0 -42.6 -80.0 -41.2 -80.0 40.2 -40.2 79.4 -80.0 79.4 80.0 -80.0 80.0 71.9 ( -73.1 71.9 I -71.9 80.0 I -80.0 80.0 -80.0 17.599 18.167 65.0 80.0 59.6 80.0 1 -80.0 21.151 54.6 80.0 46.500 15.83 19.375 22.927 51.0 -51.3 80.0 -80.0 46.6 1 -46.9 46.6 80.0 1 -80.0 80.0 -011' 43.1 40.4 79.7 -66.4 65.0 -65.0 -80.0 60.030.0 20. -60.7 59.6 -59.6 80.0 -80.0 21.833 - 55.5 54.6 -54.6 -80.0 80.0 •-80.0. 4.703 2 26.49 2 .3 -42.7 43.1 80.0 1 -80.0 80.0 1 •-8e; 28.255 29.117 -40.2 40.4 -79.7 76.0 48.300 6.33 -79.4 -80.0 . -40.4• • _ 30.031 31.000 39.0 -38.9 39.0 -39.0 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 76.9 -76.9 73.1 -73.1 AREA SQ.FT. 19.000 22. 67 26. 33 0.000 31.060 32.000 - NOTES: 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 114° TAPCONS. DESIGN PRESSURES ARE LIMITED TO +1-60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. 2. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST RECTANGUI,.AR SIZE IN TABLE 2. WHICH THEIR OVERALL WIDTH AND HEIGHT DINERS ONS COMPLETELY IT WITHIN. eY ff �-z p - � INTEGRAL FIN UNIT DESIGN PRESSURES � ALUMINUM PICTURE WINDOW, IMPACT Visibly Bette. °'�" I°" cuss 1a""° PW-701 NTSI d 10 I 4259 -4 • ••••e • e 5 • • • 00 005000 • 5 5 • • • •• • • • m um ILY rY .tiarru3. // Robot L. CL^M. P.E. PE 5•9712 5tructwcI 0000•• • • • • •• • WINDOW HEIGHT 80.0 -80.0 80.0 -80.0 .6 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 60.000 I A &C B &D AREA SQ.FT. 65.500 j A &C r B &D AREA SQ.FT. 71.000 A &C B &D 0.78 80.0 I -80.0 80.0 -80.0 11.875 80.0 -80.0 80.0 -80.0 12. 64 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 76.500 A &C B &D 4.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 1 .868 80.0 -80.0 80.0 1 -80.0 14.67 80.0 1 -80.0 80.0 1 -80.0 15.465 79.4 -79.4 80.0 -80.0 6.764 76.8 -76.8 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 80.0 -80.0 -80.0 . 50 74.0 -74.0 80.0 -80.0 18. 58 68.5 -68.5 80.0 1 -80.0 17. 967 63.7 -63.7 80.0 -80.0 1 69.9 -69.9 80.0 -80.0 18.50 63.5 I -63.5 80.0 -80.0 20.469 57.9 -57.9 80.0 -80.0 9. 59.7 -59.7 80.0 -80.0 80.0 -80.0 80.0 -80.0 76.7 -76.7 80.0 -80.0 2. • 52.8 -52.8 80.0 -80.0 80.0 -80.0 80.0 -80.0 .823 74.0 80.0 7. 99 67.2 I -88.6 80.0 -80.0 19. 75 61.3 -62.3 80.0 -80.0 21. 51 56.1 80.0 -75.2 -80.0 -57.1 -80.0 22.9 51.9 -52.1 80.0 -80.0 80.0 -80.0 80.0 -80.0 6.333 74.0 -74.0 80.0 -80.0 8.167 67.2 1 -67.2 80.0 1 -80.0 20.000 61.3 I -61.3 80.0 -80.0 21.833 56.1 80.0 -56.1 • -80.0. 23.•• 51.9 . 80.0 -8140 11 1 • r COMPARATIVE ANALYSIS TABLE 1. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) GLASS TYPE: B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G. 3/16HS 7/16" SPACE 7/16" LAMI 3/16HS .090 3/1 " HS WINDOW WIDTH 49.000 A &C B &D AREA SQ.FT. 54.500 A &C B &D AREA SQ.FT. 1 41 82.000 AREA SQ.FT. 87.500 AREA SQ.FT. 93.000 AREA SQ ET. 96.000 F A &C B &D ,mod by, fb: I...G_m: A &C 80.0 B &D 80.0 A &C B &D A &C B &D 80.0 80.0 80.0 80.0 80.0 80.0 16.22 -80.0 74.1 -80.0 80.0 -80.0 70.7 -80.0 80.0 -80.0 69.1 -80.0 80.0 - 80.0 I 68.8 -80.0 80.0 0 N 22. 12/1503 Pam: A CHANGE NOTE 1 ANCHORING WITH 012 SCREWS 8.063 20.984 2 19.361 -74.1 56.5 -80.0 80.0 17.318 20.660 24.002 -69.1 51.4 -80.0 80.0 18.406 21.958 25. 22.493 -56.5 -80.0 -70.7 53.6 -53.6 -80.0 80.0 -80.0 -51.4 -80.0 10 107V TECHNOLOGY DRIVE NOKO.WS, FL 30275 48.3 -48.3 47.6 1 -48.0 47.6 • 47$' 80.0 -80.0 80.0 r -80.0 80.0 "�D. i 25.625 26.479 27.3'33:• • 43.6 80.0 42.5 80.0 -43.6 43.4 -80.0 80.0 -42.5 40.7 -80.0 80.0 24.7 -68.8 50.4 -50.4 41.6 I -41.6 39.4 -40.1 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 67 26.3 _ _ 30.000 31.000 2 .5 FTL -3835 FTL -3835 FTL -3850 FTL-3850 * -43.2 43.4 1 •43 P -80.0 80.0 1•430.0 27.344 28.255 29.17 -41.0 40.7 -80.0 79.4 29.063 30.031 31.000 39.4 76.6 32.000 • -40.7• • '4 -39.4 -76.6 AREA SQ.FT. 19.000 I tS: 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4" TAPCONS. DESIGN PRESSURES ARE LIMITED TO +1 -60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. A 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST R AR SIZF IN TARI F 1 WHICH THFIR 01/FRAI t WIDTH Ar 0 HFIGHT DIMFNS nNR COMM FTFI Y FIT WITHIN FLANGED UNIT DESIGN PRESSURES AL UMINUM PICTURE WINDOW, IMPACT F.K. P.O. BOX 1529 _ Its= 4„ Dri.. D NOKO.'.:19.FL34274 Visibly Bot tor ° ., 47V. ` `� °"0tl"' F.K. 7/14/03 PW-701 TS 5 . 10 I 4259-4 A •00.00 • •• • • • • • • • •• • ••• • •• • • • • • • Rabat L CIVIL P.E. PE 039712 EtructrtU 00000 • • 2.784° krclU7 F( F.K. 12/15429 77/10/03 fscav: A NO CHANGE 11113 SHEET HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASSY (INTEGRAL FIN FRAME) MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH KEYED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT 101N KOMIS. F L 9427! DRIVE N CIKC4Y.13. L 90273 P.O. 00A 1373 KO EN 19. FL 90274 Vioibly 8ottor MAX. WINDOW HEIGHT 0 m 0 m 0 0 MAX. DAYLIGHT OPENING O - — 2.784° •• • • • • • VERTICAL SECTION (INTEGRAL FIN FRAME) SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT Ly -'•. -. C L.• fir. Jli. P11701 , NTS 18 > 10 4259.4 0 00000 • 0— •• • 00 • • . .•. • . •• • •••• • • ••• • s • • • • • • . . . • • • • • • • • •• • 0 S•• • • • • • I• • • • • to • • . • • et.f Irk r.! –fir) • •• ITEM 1 7 8 10 11 12 13 14 15 17 18 20 21 Ix4Lk 1� F.K. 12/1909 tt :nLD: o• F.K. 7/14103 DWG NO. 4256A 4253 1155 4255 4254 1224 4224 4262 A PART # 64256 84253 781 PQX 64262 r _ .970' 1 ITEM 10 7/16 LAMI GLASS BEAD MAIL: 0033 -T5 DWG NO. 4255 NO CHANGE THIS SHEET DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/10 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/18" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI LG. GLASS; 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/18" LAMI GLASS: 3/18" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/18" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .346 ° — —1 �-- MATL: 6083 -T5 DWG NO. 4254 1070 TEC4NOLOOYOR1V2 oo:< ^S, FL 90275 P.O. COX 1520 NOXO.`_"I9, FL 34274 1.875" Visibly Bettor I° .032° 2.784° 2.784" MATL: 6063 -T5 DWG NO. 4253 ITEM 1, INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4256A .975" .050" 1'�I ITEM 11 1 1/16 LAMI I.G. GLASS BEAD ITEM 2, FLANGED F • • • • • • 0 •• 0 co 0 • • 0 0 • •• 0 0.0080 0 • • •••• . • • • • 0••• • • ••• • • . • • •• •• •• • • • •• • -.z ME EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT c,wners C ' L5 m mo w. PYK70l I NTS I 9 > 10 42594 2.500" • • • RotoR L Ctlk P.E, PE 039712 9ou0LrJ ftidt} .130" DIA. M N. x 21/2° NAIL, AT CORNERS AND 5° O.C. CONCRETE 12/18!0.9 7/14/03 A er_.yxs' WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A CHANGE NOTE 1 AND FASTENER SPACING 1/4° MAX. f SHIM T 1!4° TAPCON, 81/2° MAX. FROM CORNERS & 11° MAX. O.C. (SEE NOTE 1) 1 1/2° MIN. EMBEDMENT 11,1111174 1 1/4° MIN. EMBEDMENT • f r 1/4° MAX. 3 SHIM 4075 TECHNOLOGY ORNE NOKO'J)S, FL 90273 P.O. 80)( 1529 NOXO..13, FL 24274 2x WOOD BUCK (SEE NOTE 2) INTEGRAL FIN DETAIL B 11/4 ° MIN. '••• '•° EMBEDMENT* •, ° • #12 SCREW, 81/2" MAX. FROM CORNERS & 11" MAX. O.C. 1/4" MAX. I SHIM T SOLID CONCRETE FOR HEAD & SILL OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E Visibly Bottor 1 1/2° MIN. EMBEDMENT 00000• r 1 / 4 " MAX.•••• 3 SHIM • • •••• • • •• • 1x WOO BUCK: (SEE KITE 2) • b • •• • FLANGED DETAIL D (SILL ONLY) NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. 2. A - IN MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT �YSc FA nlrs 10 ° 10 2x WOOD BUCK (SEE NOTE 2) FLANGED DETAIL C 4268-4 • #12 SCREW, 81/2" MAX. FROM CORNERS & 11" MAX. O.C. A 1/4° MAX. f SHIM T 1/4° TAPCON, 8 1/2° MAX. FROM CORNERS & 11° MAX. O.C. ® • (SEE NOTE 1) • • • • • ee o €• • • Ch • • • •• • • • • • • • • ••• • • •• • R°LM L Clerk, P.E. PE 239712 Stuwucl • • ••• •