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Home My WebLink AboutNOA6GANNED BY MIAMI•DADE 2t I ! 16P rnunhv MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION. Series "BR-710" Aluminum Horizontal Rolling Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through l I of 11, dated 02/28/06, with revision G dated 05105116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words. Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 15-0519.09 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOAAIs No. 07-0815.09 and 06-0405 06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision G dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20144 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 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, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) Manuel Per X. Product Control E a er NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNT1NDED) 4. 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, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5" Edition (2014), dated 05/14/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.09) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06119/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-6916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. Manuel Pe z, Product Control E amin r NOA No. 16- .13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5* Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No.15-0519.09) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No.15-0519.09) 3. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No. FTL4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) 5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.09, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Rolling Window - L.M.I., approved on 07/09/15 and expiring on 12/21/21. Manuel Pere Product Control Exa r NOA No. 16-0714.13 Expiration Date: December 2l, 2021 Approval Date: September 01, 2016 E-3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED ANU IN I LUKAL Hw YYINUULN STANDARDS USED: • 1. GLAZING FLORIOA BUILDING CODE (FSCL STH EDITION NG OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE3O FT, GLASS TYPES GTHRU LMUST HAVE TEMPERED GLASS CAP. •ASTMEIMMS •ANSVAFSPA NOSR012 FOR WOOD CONSTRUCTION A. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8- ANNEALED GLASS WITH A.090' "PVB' INTERLAYER. ALUMINUM DESIGN MANUAL AOMaB10 •ALUMIN MDE2-2010 SIGN B. W16' LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/6- HEAT STRENGTHENED GLASS WITH A.090''PVB- INTERLAYER C. 5116' LAMI CONSISTING OF (2) LITES OF 1/8- HEAT STRENGTHENED GLASS WITH A.090"PVB' INTERLAYER. D. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH A.090''PVB- INTERLAYER. E. 7/16' LAMI CONSISTING OF (1) LITE OF V16-ANNEALED GLASS AND (1) LITE OF 3/16- HEAT STRENGTHENED GLASS WITH A.090''PVB' INTERLAYER F. 7/16' LAW CONSISTING OF (2) LITES OF 3/16- HEAT STRENGTHENED GLASS WITH A.090' "PVB° INTERLAYEFL NOA DRAWING MAP SHEET G. 13/16• LAM] IS: (1) LITE OF 1/8' OR 3116'ANNEALED (MIN.) GLASS, 06' OR 3/8' AIRSPACE AND 5/16' LAMI GENERAL NOTES ............. I CONSISTING OF(2)LITES OF 1/8- ANNEALED GLASS WITH A.090"PVB' INTERLAYER. ' GLAZING DETAILS ............ 2 DESIGN PRESSURES ....... 3 H.13/16'LAMI IG: (1) LITE OF 1/8'OR 311V ANNEALED (MIN) GLASS, 5H6-OR3/8' AIR SPACE AND 5116- LAMI CONSISTING OF(1)LITE OF I/8- ANNEALED GLASS AND (1) LITE ELEVATIONS ................... - 4 OF 1/8' HEAT STRENGTHENED GLASS WITH A.090°'PVB' INTERLAYER VERT. SECTIONS ............. 5 HORIZ. SECTIONS ............ 5 I. IWIT LAMI IG: (1) LITE OF IW OR 3116' ANNEALED (MIN.) GLASS, 5/16-OR 318' AIR SPACE AND 5/16-LAMI PARTS LIST._ .................... 6 CONSISTING OF (2) LITES OF 11W HEAT STRENGTHENED GLASS WITH A.090"PVB' INTERLAYER. EXTRUSIONS .................... 7 CORNER DETAIL .............. 6 J. 13/16' LAMI IG: (1) LITE OF 1/8' OR W16- ANNEALED (MIN.) GLASS, 3116- OR 1/4'AIRSPACE AND 7/16' LAMI ANCHORAGE ....... ............ 8-11 CONSISTING OF (2) LITES OF 3/16 ANNEALED GLASS WITH A.090—'PVB' INTERLAYER K. 13116' LAMI IS: (1) LITE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS, 3116'OR IW AIR SPACE AND 716' LAMI CONSISTING OF (1) LITE OF 3116-ANNEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH A.090"PVB' INTERLAYER. L 13116' LAMI IG: (1) LITE OF 118" OR 3116" ANNEALED (MIN.) GLASS, 3/16.OR 1/4' AIR SPACE AND 7116' LAMI CONSISTING OF (2) LITES OF 3/16- HEAT STRENGTHENED GLASS WITH A.090"PVB' INTERLAYER 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4. ANCHORAGE: THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. PRODUCT REWSED , �dY^B..rth6m Hvem B. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. BuiW COA. ,.-NBl Ex imlvNDtta / 21 7. REFERENCES: TEST REPORTS FTL4858, FTL4859 AND FTL-533D. ELCO TEXTRON NOA'S 0 ANSI/AFSPA NDS FOR WOOD CONSTRUCTION M>n, P.u4mC ALUMINUM DESIGN MANUAL B. THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ} •`:,; ,ViJ;J ;,,'p �'Yy .:G�......... :. 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT. GLASS TYPES G- L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. : j {,+; ..OBN;3,o'•• -PV8'=.090'BUTACITE® PVB INTERLAYER BY KURARAY AMERICA, INC. :1a' o5m511e G ADDEDSPACERSTDSHEET2 GENERAL NOTES wm TECHNMOGYD Nc �� _ '.i ,Or,;,.t0. t',,,••'.:u;• N.VFMCER=1 ( .� P.o.Boxl6za ;+— ALUM. HORIZONTAL ROLLER V NDOW, IMPACT '�.;ri.iNd4ts't., ,v.e f ^ems •n•� rvolwMLs, FtBana V.r161y Be+re. Ia1Tto NTS 1 1 11 4127-10 G P.easBTos 6/16' LAMINATED GLASS aEXTERIOR INTERIOR (ALL SECTIONS) 13116' LAMI IG GLASS W/ 5/16' LAM) •OLYISOBOMEN 1W NOM FOAM VTrH DESICCANT C((v `Iw.GLA65 � �INT. rs KCDISPACE ie SUPER 4SG TPS SPACER®NXT" 13/16' LAMI IG GLASS W/7/16' LAMI . BUM --- .-;Om FO .. STPINLE55 STEEL EXT. GtA56 f M 1 )I`"%%/ I E%T. G1A65- DURASEAUD OSPACER Pang Deserip0on Materiel 75 Kommeding 4SG TPS Spacer System 76 DuaneX Super Spacer nXr with Hot Melt Butyl See this Sheet fDr 77 DuaneK Damsel Spacer Materiels 78 Cardinal N. Edge Spacer Nercnem:e i ear �rvn, a: r,wnr, ewo a eary • KURARAY BUTACITE PVB INTERLAYER , w SAFLEX PVBMICAL BY J+STMAN CHEMICAL COMPANY ANY m XL EDGE' SPACER FOR INSTALLATION IN THE HVHZABOVE 30 FT, GLASS TYPES G-L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR OUANTITYTO REMAIN UNCHANGED. FILLAREA PAODUCTR6y15Gp fi'NOM. a9 tauPIY�^BwiN 6m FlWida ]NE SEAL OuildmBCade AaePlmw No lG'O ,(3 _ r.,d�Dme 1n21 fly Naomi >fiodocl Ass II •.1'Jol Mill "11 ;. _ - —�r ar o,� �. NOKOLUS, RaayM Virlbbr Bever �� bs -- �` ALY{aIIS6IFIL P.E Pk �� a yyym NR710 Full 2 v 11 4127-10 1 G v.Ea a614a TABLE 1. XOX (1/4,112,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 50 618" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 .0 +60.0 £0.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 .60.0 .0 +60.0 -60.0 +60.0 1 .60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 FOR INSTALLATION IN 106318" A,B,G,H +60.0 .60.0 +60.01 .60.0 AOO,) .0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +552 .65.2 +52.3 , -52.3 THE HVHZ ABOVE 30 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 .0 +60.0 -60.0 +60.0{0.0+60.0 a0:0 +54.6 •54.6 +51.7 -51.7 FT,GLASSTYPESG- LSHALL HAVE A III" A,B,G,H +60.0 -60.0 +60.01 -60.0 0.0 +60.0 {>0.0 +60.0 F>0.0 +59.5 59.5 +53.6 -53.8 +50.91 •50.9 TEMPERED I.G. GLASS UPT0111" C,I1 +60.0 -60.0 CAP. BOTH THE DP AND ANCHOR D,E,F, QUANTITY REMAIN UP TO 111" J K L +75.0 -75.0 UNCHANGED. TABLE 2. XOX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" A,B,C, TO 86 7116" G,H,1 +60.0 -60.0 D,E,F, TO 86 7116" J,K,L -7+75.0 I 5.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WISAME DLO ARE 1"SMALLER) WINDOW I GLASS I WINDOW HEIGHT WIDTH TYPE 1 26" 36" 38 3/8" 48" 60 5/8" 54" 1 60" 53" 60" A,B,G,H +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 rRODUUMVISM rmplyiva wiY, Jw Flaid" 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 j -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 A"emollg N,& UP T074" C,D,E,F, I,J,K, L +75.OI-75.0"` �021 er h4mi Pm4c, GLASS TYPES: TEST REPORT FTL-0856 (XOX), FTL-4859 (OX 8 XO) AND FTL-6330 A. 5116' LAMI - (1!8" A, .090,1/8" A) G. 13/16" LAMI IG-1/8" OR 3116"A (MIN.), 6/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,118"A) B. 5116" LAMI - (1/8" A.. HS) H. 13116" LAMI IG-1/8" OR 3116"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"HS) C. 5116" LAMI - (118" HS, .090,1l8" HS) I. 13/16" LAMI IG-1/8" OR 3116"A (MIN.), 5116" OR 3/8" AIRSPACE, 5/16" LAMI - (1/8"HS, .090,1I8"HS) D. 7/16" LAMI - (3fl6' A, .090, 3/16" A) IJ. 13116" LAMI IG-1/8" OR 3116"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116"A, .090, 3116"A) E. 7116" LAMI - (3f16- A. .090, 3/16" HS) K. 13116" LAMI IG-1/8" OR 3/16"A (MIN.), 3116" OR 114" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) F. 7/16" LAMI - (3/16" HS..090. 3/16" HS) L. 13/16' LAMI IG1/8" OR 3116"A (MIN.). 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16"HS, .090, 3116"HS) P.a.agxlsa NOKOMIS.R3 4 VWbl, B,M 3 " 11 1 4127-10 6111 if A LYNN M6lEq, P.E P.Ei58lLt5 27 3/8' 27. DL 27. DL MAX.DLO MAX. DLO ' r VENT FIXED D D B B e B 1� i 817116-MAX. WIDTH I.F. FRAME—�{ �-8B 7/16' MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2-1/4) DETAIL C - XOX (1 /3-1/3-1/3) NOTE: 339/16°MAX 339/16'MAX 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET GE AT HEAD AND SILL E 1$ G. 57 PRODUC[RB ft OLD1$ I.F. FRAME B rom�l �g wiur W Flwiaa 1� F niaPraom L -- Moon Dem Y� n �1, I. 1 13 FLANGE FRAME 1,. „• /� VIEW D-D (FRAME CORNER CONSTRUCTION)-_ u; DETAILA-OX OR XO %..;;.'6,IN Lb �, are rororecNNo!mronrvE ELEVA77ONS %'n•;� N. VENICE, 0.&t16 . a� ALUM. HORIZONTAL ROLLER WINDOW,IMPAC_T PANS, Ib'A _ ';—z urw y. NO'20MIS. FL8131i yYiG6'BLV = k uaW ALYNNMLUERW70 P.E F.K T/JflNB J.J. iQ39B MR7f0 NTS 4 • 11 4127-10 (�' P.E.ab0iO4 MAX DLO 54 5/18' MAK DLO FIXED VENT X O X r 110' MAX WIDTH I.F. FRAME —� 111' MAX. WIDTH FLANGE FRAME MAX DAD DLOFIXED � DLO VENT 63'MAX FLAN FF �'.'��M:. I A FRAM ALL 3/B° ALL Bfi° MAX. DLO ALL CONF VEMS 82'MAX. RES O I X I I.F. FRAME ALL CONFIG. C j 73'MAX. WIDTH I.F. FRAME—�{ I 74' MAX. WIDTH FLANGE FRAME EXTERIOR II II-V`7B1" INTERIOR MAX HEIGHT FLANGE FRAME MAX VENT DLO MAX FIXED OLO SECTION C-C SECTION, FLANGE INTERIOR MAX. VENT DLO -��{ ' 4-- MAX. FIXED DLO --� ii MAX. O MAX WIDTH (FLANGE FRAME) EXTERIOR SECTION B-B �T (HORIZONTAL SECTION -XOX SHOWN WITH FLANGE FRAME) INTERIOR r MAX. FIXED DLO --I I-- MAX. VENTDLO r• MAX. WIDTH (I.F. FRAME) EXTERIOR SECTIONA-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR II II. III INTERIOR SILL SECTION, I.F. FRAME) N.vfNlU,Jl NVS P.O.BO%15N NOKOMIS, FL iana EXTERIOI HEAD (VERTICAL SECTION, I.F. FRAME) 1ECTIONS ILUM. HORIZONTAL ROLLER WINDOW, IMPACT nraw aR710 Han s m fi 1 4127 fD 1 G PRODUL mvISED plyiu,r %We FkAb Oulldi'Code j��j( Attcpum»Nb! -� W%ID 'neon Dun Mien ede CraaenC A L"N M� RE P.E158i05 EMM DWG4 REV DESCRIPTION MATL PGT# REV DESCRIPTION ham PGT# 1 4102 A FLANGEFRAMEBEAD 6063-TEAL 612237 IN16"LAMI IGV8"A 3/rAIR SPA Y16"LAMI 1/8"A.090 PVB 1/8"A 2 4025 SASH STOP (STD.) ANTI LIFT G3IP 6063-T5 AL 612244 l3/16" LAM[ IGV8"A ., 31V AIR SPA 5/16"LAMI(1/8"A,.090 PVB 1/8"HS 3 9BX314PH.PANBFAD 7834AA 13116"LAMI IGVB"A(MIN.). 3/8"AIR SPACE,V16"LAM[ (1/8"HS,.090PVR 1/8"HS 4 4053 SASH STOP COVER ASH STOP) 6063-TS AL 1V16"LAMI IG3/16"A (MIN.), 5116" AIR SPACE, 5/16"LAMI(U8"A,.090PVB, VB"A) 6 4136 FIANG)EFRAMESRL 6063-T6AL 64136 t 13/16"LAMI IG3116"A(MIN.),5/16'AE2 SPAM 5/16"LAMI(V8"A,.090PVB, V8"HS) 7 4137 SILLADAPTOR 6063-T6 AL 64137 13/16"LAMI IG3/16"A(MIN.),5/16"AIR SPAM 5/1G'LAMI(VB"HS,.090 PVB, V8"HS8 4131 ROIIFRTRACK 606E-T6AL 64131 13/16"LAMI IGV8"A(MIN. V4°AIR SPA ?/16'LAMI3/16"A,.090P 3/16"A10 71298 WEEPHOLECAVER POLYPROP. 71298 13/16"LAMI IGV8°A ., 1/4"AIR SPACE 7/16" LAM13/16"A.090P 3/16'HS12 L3/16°LAMIIGVS"A IN. ll4"AIR SPA(E,7/16"IAMI O/16"HS,.090PVB, 3/16"HSl3 1626 ADHESIVEOPIN CELL FOAM PAD 7PAD1626 13/16"LAMI IG3/16"A(MIN.),3/16"AIRSPACE, 7/16"LAMI(3/16"A,.090PVB, 3/16'A 4002 A FANGEFORMJAMB FLANCLFRAMEJAMB 6063-TEAL 617775 76 1YI6'LAMIIG3/16"A(MIN.,3/16'A02 SPAM 7/16'LAMI(3/16"A,.090PVB, 3/16'HS) 14 4002 ESICLJOINL 7612225K 77 13/16" LAMI IG3/16"A (MIN.), 3/16" AIR SPACE, 7/16' LAMI 3/16"HS, .090 PVB, 3/16'HS 15 1155 #8X 1:000 QUA D PN. SMS 781P A 90 1014 SGREENFRAME OR&VER 3105-H14AL 16 4110 G SCREINADAPTOR 6063-T5AL 6411OG 91 1630 SCREIN CORNERREYW/RINCS POLYPROP. 17 4054 B FDODMEETINGRAIL 6063HD-T6 AL 64054A 92 1631 SCREEN CORNER KEYW/OUT RINGS POLYPROP. 19 4066 WSTP... 187 X.730, FIN SEAL 64066G 93 1073 SCREEN SPRING STST. 21 4105 SASHTOP & BOTTOM RAIL 6063-T5 AL 6122,40 94 1624 SCREEN SPLINE-.135 DIA. FOAM EM PVC 22 16Ri WSTP.,7M 270BACK,FINSEAL 616M 95 1635 SCREEN SPLINE-.135DIA. HARD EM PVC 23 225-1 ROLLERHOUSING&GUIDE 42112HD 96 $CREEi4 LOTH 24 226 BRASS ROLLERWHFFLS BRASS 7BRWHL2 ' I-�2.7to� 7 I� 2.824 406�2 41 I.F. FRAME HEAD n4t39, 6o63-TB 2.784 LF.0623.152 '062 1.988 O I.F. FRAME JAMBS #at4t, saes -Ts 2.710 I.F. FRAME SILL 42 #4140, 6063-TO 29 4128 HORIZONTALROLLERSASH TOP GUIDE POLYPROP. 44128N 32 4005 D SASH MEET 6063HS-TEAL 33 1735 .270BA WS'IP,,.170X 270 BACK FIN SELL 7Sl6 67S16G 35 1096 SWEEP LATCH DIBCAST 71096 36 1016 #BX.625PH.FLSMS 7858 37 4126 SASHSE)ERAIL 6063-T5 AL 64126 38 1683 WSTP.-250X270BAMFIN SEAL 616830 39 7070 BULB WEATHERSTRIP.187X 275 67070K 40 LIFT RAIL COVER CAP 74079"C'LORR 41 4139 1 iI.F.FRAIVMHEAD 6063-T6AL 64139 42 4140 LF.FRAMESILL 6063-T6AL 64140 e�aoou� asLsim Flonm B�IW�mg Co4e ni«prmnW 1(o•O Byn r 43 4141 IF.FRAMEJAMB 6063-TEAL 64141 50 GL4ZINGSI SILICONE, DOW 899 995 OR UNALENT 51 MA VINYL GLAZING READ BULB (THICK) 6TP247W$ 52 1225 VRdYL (3AZINGBE3D BULB 6TP748K 53 4039 B CLAZINGBEAD-5/16' 6063-TSAL 64039B 54 4044 B GAZINGBFAD-5116" W/GRILL KIT 6063-TS AL 644703 55 4222 A CIA ZINGBEAD -7116° 6063-T5 AL 64222 56 985 C GIAZINGBEAD - 7116' W/GRM.LKIT 6063-TS AL 6985 59 4067 GAZING BEAD -13/16' 6063-T5AL 64067 60 GRASS 5/16" IAMI ll8" A,.090PVB 1/8" A - t _, f N. rA9'i - T"il 61 5116' LAMI 1/8" A ,090PVB, lle° HS) 62 51W LANE 1/8" HS,.090 PVB, 1/8" ITS) 63 7/16"IAMI(3/16"A .090PVB, 3/l6'A) 64 7/16' LUMH 3(16" A,.090PVB,3/16" HS) 65 7/16' LAMI 3/16" HS .090 PVB, 3/16" HS =r o� PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT IW10 NT$ B •1 ,}L. .. ' ""' "" ALYRv.E RECW7E N. VENICE, 0.31Ti6 P.0. B0%15YB NOON. LL4 FffiA VA .052 1. 7� L 17. 2.71t O FLANGE FRAME HEAD it4102A, 8063T8 L—Il—.aez .490 T— —1A51—� O SASH STOP #4025. 6063-T5 L 349--1 21 SASH TOP &BOTTOM RAIL #4133. 6053-T5 678 oso 1.098 T 54 GLAZING BEAD, 5/16" #4044B, 6063T5 (USED W/GRILL KIT) O FLANGE FRAME SILL 1f4136.6063-T6 L 061 - .437 7 1.461 O HORIZ. ROLLER TRACK #4131, 6063-T6 2. 0 I"�JII�7 32 SASH MTG. RAIL #4008D,6063HS-Te 050 666 11' .fi78 1.098 —F.—.-IL��T 55 GLAZING BEAD 7/16" #4222q 606345 .062 I 3190 OFRAME SILL #4137, 6063-T6 ADAPTER �4.403� 17 FIXED MEETING RAIL #4054B, 6063HD-T6 37 SASH SIDE RAIL #4126,6063-T5 050 I�1 58 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) 513-1II 1 II 040 7. �1.443l —T O SASH STOP COVER #4053, 6063T5 Lr 0 Ofi2 13 FLANGE FRAME JAMB #4002A. 6063-T6 �� .fi78 1.096��--�-�� 53 GLAZING BEAD, 5/16" MGM 6063T5 6i 050 T—i1.097 59 GLAZING BEAD. 13116" #4067, 6063T5 1U I; P.O. BO%f5A _ p,e,� yy,, NOKOWS. R]Q!< Vu@ly Bet4r HR71# Haf/ 7 • 11 ��-4127.1D G 0.LttU1� P.E o .. JJ. 92.4DB ANCHOR QUANTITIES, XOX 1/4.1/2-114 WINDOWS TABLE4 NOTES: GLASS TYPES A,S,C,G,HI GLASS TYPES D,E,F,J,K,L ANCNORTIPE 1. ANCHORTYPES: 1-1/4'ELCOTAPCONS 2-114'ELCOSS4CRETE-FLEX 3-#12STEELSCREWS(G5) 2.3. WOOD 2GONG 1, CONC Z3. WOOD 2, CONC 1. GONG &SUBSTRATE N 2. GLASS TYPES: A.5116'LAMI- 1/8' 090, 1/8'A FOR INSTALLATION IN THE HVHZ ABOVE 30 ( A,� ) ISS TYPES G-L5 AULOTT THE E A �� B.5/ifi'LAM[-(1/8-A.09Q 7/1/8'H TEMPERED OF CAP. BOTH THE DPAND C.5/l'6'LAM[-(1/8'H5,.090,t/I6-A) TEMPERED QUANTITY D. 7l16'LAMI-(3/76'A,.090, 3l16'A). ANCHOR QUANTITY REMAIN UNCHANGED. ZONES ZONES ZONES ZONES ZONES 70NES WW7mOW N y HEAD m HEAD&SILL I� N HEAD85ILL I$ w HFaD85ILL N XEAD85RL w t� HEA0851LL� 63.136X 38.376 ]+p+7ap+f 2 bpH+p+i12 bpal+pH 2 t+C2+1+p+1 2 faCNNCNf 2 taprlapH12 48.OW 60.625 t+p+1+Cb1 3 NC2N+C2+1(3 1rpr7+pN 3 1+p+7aC2+1 3 1+C241+C2+f 3 1+C2ai+C2a713 E.7116"LAMI-(3/16' A,.090,3116-HS) HSI 3 F. 1311 LAMI- IG- 18" OR 0,3/78'(MI G.13/16'LAMI IG-7/8'OR 3/i6'A(MINJ, Slifi•OR 3/8'SPACE, 5/16'LAMI-(1/8"A.090, 1/B'A) 1+02+1+C2+1 3 t+p+t+p+l 1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+t+C2+1 3 tap+I+ +l 1+C2+1+C2+13 1aC2+1a02+1 7a02a1+p+1 3 7aC2+1a02+1 3 1+p+1+C2+1 3 1+pH+C2+1 3 1apal+p+t 3 HC2NaCb7 3 t+C2N+C2+1 3 1+C2+1+C2+1'3 3 t+c2 oC2+1 HC2atapal 64.000 W.OW 31 H. 13f16-LAMI IG- 1/8. OR 3116'A(MINJ, 5f16' OR3WSPACE, 5/16'LAMI-(1/8'A..090, 10 HS) 3 I. 13116'LAMI IG- 1/8' OR3116' A(MINJ. 5/16' OR 318-SPACE, 5f16'LAMI-(1/8-HS,.090, 1/8-HS) J. 13/16- LAM] IS -1!8' OR 3/16" A (MIN.). 3f18' OR 1/4-SPACE, 7/16' LAMI-(3116'A.090, 3/16-A) 1+C20+C 1 3 1+02+t+C2+1 3 1+p+la .l 31 p+I C l 31+C2+1+C2+1(31+ 041 63.OW 31 K. 13116-LAM)IG- 1l8. OR3/16' A(MIN.), 3f16' OR 1/4- SPACE, 7/16'LAM) -(3/16-A.090, 3/16-HS) 2 L. 13/16'LAMI IG- 1/8'OR3/76'A(MIN.), 3116'OR 114' SPACE, 7/16'LAMI-(3116-HSA90, 3f16-HS) 60AOOx W.W5 l+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 21+C2+1+C2+1 21+C2+1+C2+1 2 t+C2+24C241 46.OW W.625 1+p+1+02+1 3 t+C2+1+C2+1 3 1+p+1+ 41 3I+C2+1+C2+1 31+C2+1+C2+1 31+p+2+Ralf M.2aC2a:3 3 3. WINDOWANCHOR QUANTITIES ARE PERADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE bp+1402+131+p+1+C2+131+p+1+C2+131+C2+1+C2a13l+C2+1+C2+13 64.OW 1+pNaC2+7 3 1+pa14QN 3 tap+l+pN 31+C2+f+C2+1 3/+02+1+CN1 91aC2r2+CJ+1I3 HEAD&SILL: 1012'MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 3 26314' MAX. FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND 2212' MAX O.C. 7+C2+1+C2+1 3 1.=.I p+l 3 1+02+1+pN 3 1+C2+1+C2+1 3 f+C2+1+C2 l 3 1+pr2+C3+1 Hp+I+C2+1 3 1+p+1+p+1 3 1+C2+1+C2+1 3 1+C2+1+C2 i 3 I+C2+1+02+1 3 7+C3+2+p+1 63.000 3 TABLE KEY: 2 X O X 3 1+C3+4+C3M 3 ANCHOR QUANTITY PER JAMB 74,O10X 36.375 Q.OW 1ipa2ap+1 2 NQNapat 2 1+p+2+C2+1 21+C2+2+C2+1 2 I+C2+2+C2+1 2I+C2+2+C2+1 1+C2+2+pH 3 t+C2a1+p+1 3 t+p+2+02+1 3 1+C2a2+C2r1 3 f+C2+2+C2+1 3 I+p+2+p+1 1+C2+Z+C2+1 3 1+C2+1+C2+1 3 1+C2+2+pa1 31+C2+2+C2+1 31+C2+2+C2+1 31+C2+2+p41 50.625 j 3 HEAD AND SILL ANCHOR QUANTITY. 64.000 W.000 3 A CLUSTER OF (3) ANCHORS CENTERED 3 AT MEETING BAILABLEV ANCHOR AT EACH OPERABLE VENT l+C2+2+C2+7 3 1 Hp+1+C2+1 3 t+C2+2+C2++1 3 1+C2+2+C2a1 3 1a +2+C2+1 3 7ap+2+C3+1 1+pa2+C2a1 3 I+pa7+C2+I 3 Hp+2+C2+1 3 1+C2+2+02a1 3 I+C2a2+C2+1 31+C3+2+p+1 63.O00 t+C2+2+C2+131+C2+1+02+131+p+2+C3a13 I+C3+2+03+1131+C2+2+C2+137+pa2+C3a13 PLUS(4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND 51L. 64.00OX 38.376 t+C2+2+C2+121+p+2+C2+121+C2+2+C2+121+02+2+02+1121+02+2+C2+121+C2+3+ 412 48.000 3 (3- MIN. O.C. ANCHOR SPACING) i+C2+2+C2+1 3 l+C2+24C2+Tl3 1+pa2+pa1 3 1+C2+2+02+t 3 1+C2+2+C2+1 7+G 3 3a3+CJ+1 W.626 64AW 1+02+2aC2+113 7+C2+2+pa1{ 3 1+p+2+p+1 3 1+02a2+C2+713 1+C2+2+C2+1 3 14p+3+ 1 3 3 25314'm3X. 1I +{I+3'MIN. 1+p+2+C2+1 3 I+p+2+G2+i 3 1+p+2+C2+1 3 1+C2+2+02+113 1+C2+2+p+1 3 HC4+3+C4+1 1+p+2apa1 3 1r02+2+L2N 3 1+C3a2+p+1 3 1aC3r2+C3+1 3 1*02+2+C2+1 9 7K4+3rC4+1 W.000 3 -+- -f 93.O00 9• REF. 3 X O X O�UC7ReW$ED 2 PATREW WY0ro174H40 1+p+2+pa1, 3 fap+2+C2+t 3 t+C3+2+C3+1 3 1+p+2+C3+t ] 1+C2+2+p+1 3 1+C4+3aG+1 106.376X W.375 1+p+2+C2+1 2 p pH +2+ 'H 2 I+CZ 3+p+1 2 1+C2+3+C2+1 2 I+C2+3+C2+1 3 14C2+4+C2+1 48.000 1ap+3aC2+1 3 1+C2+2+pH 3 i+C3+3+C3+1 3 1+C3+3+03+1 3 1+C2+3+C2+1 3 1+C344+p+1 3 fiulGog Coax MTG. RAIL. TYP. gozpmttl4u //p-O /4.JJ. W.60 1+02+3+02+1 3 1+C2+2+p+i 3 1+03a3+C3+1 3 1+0+3+03+1 3 1+C3+3+03+1 3 143+4a +1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS ^ ^ 64.000 3 (SHOWN IN TABLE KEY ABOVE) BY NRm� P,oA�tt 1+03+3+03+1 3 1+p+2+p+1 3 1r0+3ap+1 3 3+1 3 1+C3+3+C3+1 3 14C4+4+C4a1 i+p+3aC3+1 3 Hp+2+C2+1 3 1+C4a3+C4N 3 4+1 4 1+C,+3+ I' 3 HC4+4+CqH W,OW 3 63.OW 3 25314'MAX 2 �3 MIN. P.46.000 1+p+3+p+i 3 Hpr2+pN 3 NC4+3+COH 3 C4+1 4 HC4r3aCN1 3 NC6+4+C5+1 1ll.WOX 38.375 7+C2+3+C2+t 2 t+pa2+C2+1 2 1+C2+3+D2+1 2 C2+ff 3 1+C2+3+C2+1 2 1+C2+ M+1 3 .t.%9'REF. X 0W.626 364OW 1+C2+3+C3+1 3 1+p+2+02+1 3 1+C3a3+C3+1 3 C3a1 *.C4 3 1+C2+3+C2+1 3 7+C3+4+C3+7 1+C2+3+C2+1 3 1+p+2+ +1 3Np+3rpN 3 C3+1 3 t+pa3aC3a7 3 1apa4aC3+1 Hp+3+C3a13 1+=+3+p+13 1+C2+2+pal 1ap+2+02+1'31+fA+ 3 1+C3+3ap+13 U+1 03+t 3C4+1 3 1+pa3+C3a1 4 1+C3+3+C3+1131+C4+O+C4+1 3 1+++C'4+1 3 MTG.RAIL,TI'P 3W.6W 63.000 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS tap+3+C3a1 3 fap+2+ 0 3 1+ON3+C4+1 3 4+114 1401+3+C411 3 HCBa4+C5+1 mrol6uwaocro6N6 PA.Box1%N NOxOMIS. iLNII1 ANCHORAGE SPACING XOX 114-112-114 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT a I f HA71P MS 8 + 11 4127-10 .., 0.LYP.EJSBU PE Vh(6/y/3et � FX � 22 �y JJ. 3Z4D6 2 STEELSCREWS (G5) RTION IN THE HVHZ ABOVE 30 TYPES G - L SHALL HAVE A GLASS CAP. BOTH THE OP AND NTITY REMAIN UNCHANGED. 16- LAMI - (1/&' A.090. 118' A) I6' LAMI - (110' A,.090, 116' HS) I6- LAMI -(W HS..090, 1/6' HS) 6- LAMI -(3/1 S' A.090, 3116-A) 16-LAMI - (3/16' A,.090, 3/16- HS) 16- LAMI - (311W HS,.090, 3116' HS) BASED ON THE FOLLOWING LFtGER WINDOW IN TABLE. TERLINE PRODUCTREVISED complying lNWSFlm a Balldi'Cwd Acro�mm No 16 ZDZI e. Dm Br Miami amnia+ 1, - � 6 4'j 0.LVNNMLLIERP.E j P£OYIW ANCHOR QUANTITIES, XOBOXWINDOWS TABLE6 NOTES: 1. ANCHOR TYPES: 1-114-ELCOTAPCONS 2-1/4'ELCOSS4CRETE-FLEX.3-#12STEELSCREWS(G5) 2. GLASS TYPES: A.5/18'IAMI-(1/8'A.090, 1/8'A) FOR INSTALLATION IN THE HVFR ABOVE 30 B.5/18'LAMI-(1/8°A.090, 1/8'HS) FT, GLASS TYPES G -L SHALL HAVE C. 6/18'LAMI -(1/8' HS,A90, 1/8-HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 0,7/16•LAMI-(3fi6'A.090, 3/i6'A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 711T LAMI - (3118' 0..090, 3f16' HS) F.7116- LAMI -(3/16• HS,.090,3116• HS) G.13/16'LAMI IG-1/8'OR3/16-A(MIN.), 5116' OR3WSPACE, 5/16- LAM] -(1/8'A.090, 1/8-A) H. 13116' LAM] IG -1/8' OR 3116-A (MIN.), 5/16" OR 3/8' SPACE, 5116' LAMI -(1/6" A,090, VV HS) I. 13/16'LAMI IS- 1/8'OR 3116' A(MIN.). 5116- OR M'SPACE, 5/16-LAMI -(1/8' HS,.090,1/8-HS) J. 13116•LAMI IG- lf8' OR 3116' A(MIN.). 3/16' OR IM-SPACE, 7116'LAW -(3H6'A.090,3116-A) K. 13/16" LAMI IG - 1/8" OR VIVA (MIN.), 3/16' OR 1/4' SPACE, 7/16" LAMI-(3/16° A,.090, 3/16" HS) L 13116'LAMI IG-1/6'OR 3116' A (MIN.), 3116' OR 1/4' SPACE, 7/16' LAMI -(3/1fi HS,.090, 3116- HS) 3. WINDOWANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE." HEAD &SILL 1010MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 183f4• MAX FROM CORNERS. JAMBS: V MAX. FROM CORNERS AND 22IW MAX O.C. TABLE KEY: O X 2+c3+2 3 -ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OFANCHORS TH+1 CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (W MIN. O.C. ANCHOR SPACING) 83/4'MAx. � 9' REF. X O PRODUCT REVISED mmprina.iYlRw Flvida MTG. RAIL Bwdcnecoax L� EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 0nm 16 o '13 (SHOWN IN TABLE KEYABOVE) °x M' 9,oEont 183/4'MAX. 1Q'TYP. L 1�3'MIN. 9'REF. T _' i =-. us9na MTG. RAIL _ EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHOR TYPE &SUBSTRATE GLASS TYPES A.B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2.3. WOOD 2, CONC 1, CONIC 2.3. WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONESI ZONES ZONES WINDOW BIZE yV V H 4O 2 N a0 `� =N ao yy W N b i IU W `i Q 17i nl �3 f� UI N i -,Q 37.000x 36375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 i+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 3 1+q+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+CZ+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+p+1 3 1+C2+1 3 1+02+1 3 1+C3+1 3 4B.000x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+p+1 3 1+C2+1 3 1+C2+1 3 1+q+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+p+1 3 1+C3+1 3 1+C2+1 3 1+p+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 Hp+1 3 1+C2+1 3 1+p+1 3 i+C3+1 3 1+C2+1 3 1+p+1 3 53.125x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+02+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+q+1 3 1+C3+1 3 1+C2+1 3 1+p 3 1+C9+1 3 1+C2+1 3 1+03+1 3 1+p+1 4 1+C2+1 3 1+C3+11 3 1+C3+1 4 1+C2+1 3 1+p+1 3 1+C3+1 4 lap+1. 3 1+C4+1 3 1+q+1 4 1+q+1 3 1+C4N 3- 60.000 It 38.375 48.000 50.625 54.00D 60.000 63.000 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+02+1 3 2+C3+2 3 1+q+1 3 1+C2+1 3 2+p+2i 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+q+1 4 1+C2+1 3 2+p+2 3 1+C3+1 4 1+C2+1 3 2+q+2 3 1+q+1 4 1+03+1 3 2+04+2 4 1+p+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+q+1 3 2+04+2 4 68.000x 38.375 48.000 5o.su 64.000 60.000 63A00 2aC2+2 3 1+C2*1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+q+2 3 2+C2+2 4 1+C2+1 3 2+q+2 3 2+C2+2 4 1+p+1 3 2+q+2 3 2+p+z a t+C2+1 3 2+C3+2 3 2+p+2 a 1+02+1 3 2+p+2 3 2+p+2 4 1+02+1 3 2+C3+2 4 2+p+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C3+1 3 2+04+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 1+p+1 4 t+p+1 3 2+04+2 4 2+p+2 4 1+p+1 3 2+C4+2 4 74.000x 38.375 50.625 50.625 54.000 60.000 63.000 2+q+2 3 2+C2*2 2 2*C2+2 3 2+C2+2 3 2*C2*2 2 2+C2+2 3 2+C3+2 4 2*C2+2 3 2+q+2 4 2+p+2 4 2+C2+2 3 2+C3+2 4 2+q*2 4 2+q+2 3 2+p+2 4 2+p+2 4 2+C2+2 3 2+p+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 3 2+04+2 4 2+p+2 4 1+p+1 3 2+C4+2 4 2+p*2 5 2+p+2 3 2+C4+2 4 2+q+2 4 9+C3+1 3 2+C4+2 4 2+C4+2 5 2+q+2 4 2+C4+2 5 071MMIoWcr E P.o. Box Ism NOKONS.R3 4 � ANCHORAGE SPACING OXAND XO WINDOWS - .... • .. ALYNN MILLER, P.R. P.P wm - ALUM. HORIZONTAL ROLLER WINDOW, IMPACT n,. Fx y alie,SS J.L t� arz311B vwbb $,ptt �Y I o Nrs °ice �Pw' ns f0 1 11 4127-10 G 13/4' MIN. E.D. TYP. NOTES: MIN. 3.4 KSI 2x WOOD BUCK, 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED'U4' ELCO CONCRETE . I- MIN. EDGE NOTE 13/8• TAPCONS EMBEDED 13B' MIN. OR1/4'SS4 CRETE-FLEX EMBEDED 13/4' MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 13/4'. FLATHEAD ANCHORS MUST BE 012TRIMFIT HEAD. NOTE 1 t%WOOD 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (GS) OR 1/4' SS4 CRETE-FLEX WITH BUCK, 7 #12 TRIMFIT HEAD. NOTE 3 1/4' 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/4 THAN 1 12'. lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX. MAX. JJJ CMU. WOOD BUCKS DEPICTED AS 2x ARE t 12'THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR, 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 606 TS AND A MINIMUM NOTE1 DETAILA NOTE2 DETAIL OF1/8'THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR Z%WOOD BUCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS 012 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAYBE USED. S.MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER SHIA �.I' Ile MAK SHIM --I 4-� 11/4'MIN. DISSIMILAR MATERIALS SHALL MEET THE REOUIREMEWIS OF FLORIDA BUILDING CODE. N. I MIN. I (1.6 KSI CMU) ° OR PER NOTE I 2-12' MIN. EMBEDMENT O ' (3A KSI CONCRETE) WOOD CONCRETE ANCHOR, NOTE 2 ANCHOR. NOTE 1 'MIN. EDGE ' O 1 314• �I EXTERIOR INTERIOR A MIN. E.D (HEA S SILL DETAILS A B. C, O, a H) ' ..: TYR SEE NAILING 2x WOOD BUCK NOTE 3 1x WOOD BUCK NOTES I INTERIOR 5/6" MIN. EDGE DETAILE DETAIL (JAMB DETAILS E. F 31) —f EXTERIOR 1 TYPICAL FLANGE FRAME JAMB SECTIONS --j 5/8'MIN. CONCRETE WOOD DETAIL H (HEAD) ANCHOR, ANCHOR. NOTE 1 NOTE 2 NAILING .131 DIA.MIN.x 212"NAIL PRODUCT RBVt56D AT CORNERS AND S' O.C. m wmplymgwlm#re FlmiJe TYPICAL DETAILS G. H & I. Q bath, Cnee �p D�16• 13 IQ.�zj 1/4' Iw Y�t MAX SHIM MAX. SHIM 1 Ry /B'MIN. EDGE 1"lirni °iam°� T NAILING O y ' NOTE1 13/3'MIM 1314'MIN. 2-12'MIN. SEE NAILING MIN.3.4KSI E.O. TYP. EbGE go CONCRETE 2x WOOD7.'MIN. DETAILC BUCK, DETAILD 2-12'MIN. EMBEDNOTE3 DETAIL I (JAMB) ,-: '-•' - TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS; ,4,UlEGWOIOGY�6NE � -�- ANCHORAGE DETAILS .. P.O. BOX NOKmEI.Man ,� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT P.E.p Vuibly Bear. HR110 _ Hall 11 a 11 4127.10 G RK Y1fl`06 4J. 3CSDB s8105