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M IAM I.DADE MIAM1-DADE COUNTY COUN -:TV-Arag PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 2081 • BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.govieconomy - PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ(in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur,the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code inc, DESCRIPTION: Series "SH-700"Aluminum Single Hung Window—L.M.I. _ APPROVAL DOT -,1 : PI-awing7 ; eV-Aiirii: Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice o 4,. : . -:- - — Fott-1;..R.ALEi2ac-i). - County Product Control Section, SILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELIN : it . mann acturer'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 endorseme4 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 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#16-0714.06 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. , rg.nStr.17 1/ NOA No. 17-0630.08 MIAMI-DADE COUNTY Expiration Date: March 26,2021 Y.10511; 11120117 Approval Date: November 30,2017 Page 1 PGT Industries,Inc. , .NOIXE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. - (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20,titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17,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`r'NXTTm- spacer system and.XL F,dgerm- spacer system at insulated glass, prepared by Fenestration Testing LaboratorY, Tnc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0719.06) 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 Trnpact 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 aluminum single hung- window, with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, [: P.E. (Submitted under NOA No. 07-0322.06) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 I ..2) Large Missile Impact Test per FBC, TAS 201-94 1: 3) Cyclic Wind Pressin-e Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single huilYg window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmund() Largaespada,P.E. (Submitted under NOA No. 07-0322.06) Cl/Wild Manuel JzjP.E. • Product Contro Ex iner NOA No. -0630.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E -1 • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an ainminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory;Inc., Test Reports No. FTL-4649 and FTL-4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmnndo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) 6. 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) Small 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 aluminum single hung window,with fm frame, prepared by Fenestration Testing Laboratory,Inc.,Test • Reports No. FTL-4647 and FTL-4650, dated 08/11/05,both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 7. 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 di gram of an aluminum single hung,', window, with fm frame,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4646 and FTL-4648, dated 08/10/05 and 08/11/05 respectively, �! both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) Man4�el,�ere P.E. Product Control Exa iner NOA No. 7- 30.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1.---_ Anchor-verification calculations and structural analysis, complying with FBC 5th Edition (2014) and FBC 6th Edition (2017), dated 06/22/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/17/16,expiring on 05/21/21. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and FBC 6th Edition(2017), dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 22,2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No. FTL-4957,FTL-4958 and FTL- 5063,issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmund() Largaespada,P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4646,FTL-4647,EFL-4648, FTL-4649,FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory, Inc.,dated 08/10/05, signed and sealed by Edmund() Largaespada, P.E. (Submitted under NOA No. 05-1013.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.06,issued to PGT Industries,Inc. for their Series "SH-700"Aluminum Single Hung Window- L.M.I., approved on 08/18/16 and expiring on 03/26/21. L—Ittlf"e/ annu" r z,P.E. Product Co rol E aminer NOA -0630.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E-3 . . . . . , , . • 1, , . I .' . ' • . . . . . . . , . . . GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE(FEC),6TH EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) •2014 FLORIDA BUILDING CODE(FEC),6TH EDITION . .. •ASTM El 300-04 •ANSI/AF&PA NOS-2016 FOR WOOD CONSTRUCTION A.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090"KURARAY TROSIFOL°PVB(BY KURARAY AMERICA,INC.) •ALUMINUM DESIGN MANUAL,ADM-2016 . .. OR.090"SAFLEX°1'VB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) •AISI S100-12 . B.5/16LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A . •AISC 360-10 • .090"KURARAY TROSIFOL°PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX° PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) - C.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP • •.090"KURARAY TROSIFOL°F.VB.(BY KURARAY AMERICA,INC.)OR.090"SAFLEX° PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090"KURARAY TROSIFOL°PVB(BY KURARAY AMERICA,INC.) SHEET OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) . GENERAL NOTES, 1 E.7/18"LAMI CONSISTING OF_(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"-(EAT STRENGTHENED GLASS WITH A GLAZING DETAILS............2 • ____ _ .090"KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX° PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES 3 . . . . F.706"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL°PVB(BY KURARAY AMERICA,INC.) . ELEVATIONS 4. ' . OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONS 5 . G.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS W/TI-I A HORIZ.SECTIONS 5 .090"KURARAY TROSIFOL°PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) PARTS LIST 6 . . H.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ' EXTRUSIONS.......*.. ..........7 . . . . OF 118"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOLF PVB(BY KURARAY AMERICA,INC.) CORNER DETAIL' ' 7 OR.090'SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ' . ANCHORAGE 8-11 . I.13/16"LAMI IG:(1)LITE OF'1/6"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS ' • . . . WITH A.090"KURARAY TROSIFOL°PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX©PVB INTERLAYER(py EASTMAN CHEMICAL COMPANY) : ' • . ' , J.13/16'LAMI 10:(1)LITE OF 1i8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A ' .090"KURARAY TROSIFOL PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX4'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 1 K.13/16"LAMI-IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE Materiel Min.Fy Min,F,.. OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIF06 PVB(BY KURARAY AMERICA,INC.) Steel Scruw 92 ksl 120 ksi OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) • Elco UltraConei 155 ksl 177 Fe) .1---- L.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16'LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS . • WITH A.090"KURARAY TROSIFOL ll'IPVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 410 SS Elco Creleflexp 127.4 ksl 189.7 Fel • ' M.13/16"LAMI 10:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A 6063-T5 Aluminum 18 ksl 22 Feb .090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) A36 Steel 38 ksi 58 Gr.33 Steel Stud 33 ksi 45 ksi 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) , . 3.DESIGN PRESSURES:(SEE TABLES 1-3,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. • C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. , • 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 6 THROUGH 11 FOR ANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED lli COolOybra with the Florida Building Cod. ., 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Acootonoe No I 'V•'C..J...1_420 E ha'. Dote:err" 4.,'202_l 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063. . le,. By Iii .,:.....-../. ' . , ANSI/AF&PA NDS FOR WOOD CONSTRUCTION - MINI. Dade Product C. 10 ALUMINUM DESIGN MANUAL . ,w11111, ' 8.SERIES ./MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. • s'• ..,0.......... ryp /, N,-v.:..-ocev.4:-..•.(e ".• 9.THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY :::' :'NY.' •-P -... . _ . . - .No.58705 HURRICANE ZONE(HVHZ). . * .•: • _ 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. • ---73..• 2-614327ii1411:: , 1070 TECHNOLOGY DRIVE 0.cl . ..;4' .'••I'2, N.VENICE,FL 34275 GENERAL NOTES ,,,,,61,,.••.9.T.. ...„"0,C.? • . 041)400-1000 pe. to. N . ibrriDr, CUR lar.on*- CERT.OF AU111,(129298 ALUM.SINGLE HUNG WINDOW,IMPACT "0110106 JR 00/06/17 G UPDATED ANCHORAGE TO FOC 2017. orll 11.3111 ,aal42611: ba. lia... ih..ev I.. Am A.LYNN MILLER,P.E. COPYRIGHT 0 , - [torn sr to C.C.1 Br'P.: PGT 11MSTRIES,NC. 0 SH700 NTS 1 . 11 4040-20 G FL P.E.#58705 F.K. 9/1105__ J.J. 2123/07 , ALL Rahn RESE,WED • J . ' . . . ., . . . . - . . . p 0 Part# Description Material 71 Kommeding 4SG TPS Spacer System 11� 11111.111 72 Quanex Super Spacer nXrwith Hot Melt ButylSee this 73 Quanex DOraseal SpacerSheet for Materials ' Cal 112"NOM. 1/2"NOM, 74 Cardinal XL Edge Spacer • • h') ' GLASS BITE � GLASS BITE REFERENCE TEST REPORTS:FEL-8717,6968&6670 0 ;: EL 1/8"ANNEALED OR HEAT STRENGTHENED GLASS —I——3/16"ANNEALED OR HEAT STRENGTHENED GLASS jai .090 PVB INTERLAYER 090 PVB INTERLAYER ' 1/8"ANNEALED OR HEAT STRENGTHENED GLASS —3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5/16"NOM. 7/16"LAMINATED 5/16"LAMINATED GLASS 00,81 or 82) 7/16"LAMINATED GLASS 33,84 or 8C) NOTE: CID a EXTERIOR INTERIOR LITES MAY BE MI IG OARD • (ALL SECTIONS) UPGRADED TO 3/16" e_ �_ �� r_ WITH NO CHANGE IN • ��, "PVB"= DESIGN PRESSURE. Ji �' KURARAYTROSIFOLE ��U� ID �� 112"NOM. PVB INTERLAYER ��r� 1/2"NOM: 4 1 GLASS BITE F� 1 GLASS BITE or I SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS • ' la .090 PVB INTERLAYER .090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS , a 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5116"LAMINATED 7/16"LAMINATED --.-IMII AIR SPACE • AIR SPACE -+- 1/8"ANNEALED OR TEMPERED GLASS 1/8"TEMPERED GLASS ' 13/16"NOM. 13/16"NOM. . 13/16"LAMI IG GLASS WI 5/16"LAMI 6,87,888or 9. 13/16"LAMI IG GLASS WI 7/16"LAMI 09,90 or 9: . ALUMINUM ' SILICONE 4HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA STRUCTURAL BUTYLENE y��,,, /—•5116"NOM. PRODUCT REVISED SILICONE 5116"NOM. SEAL i ns complying with tha Florida STRUCTURAL 3116"NOM. 1/4"NOM. FOAM BUTYL '"� SILICONE SEAL 9uilding Cade • POLYISOBUTYLENE �� ,V. ,►.� accaptenca No / •I •.o$ WITH ROLL-FORMED WITH DESICCANT 0DESICCANT - !�?D.2.) DESICCANT FOAM STAINLESS STEED Ex hair.Dale afeWsi ! EXT.GLASS Alp EXT.GLASS ' . EXT.GLASS Dp /(r,y� / . ./P J� EXT.GLASS MIR t 1 ode 4rcl / •tdi�` .. �QNY LY/y/y�NT.GLASS INT.GLASS INT.GLASS INT-GLASS \`��.- 410ENsk. ((� KODISPACE SUPER DURASEAL� XL EDGE"' =* No.68705 -. 6-i)4SG TPS 72 SPACER®NXTTM 73 SPACER ,< SPACER - _ .. :O • STA I7L. �` 1070 TECHNOLOGY DRIVE G.."°" �•�.'-'1: ORI • 40„ - . N.VENICE,FL 34276 GLAZING DETAILS .. shy \`� 19411 480-1000 reTTw:7a,: 1» CERT.oP ACTH.629296 ALUM.SINGLE HUNG WINDOW,IMPACTr'�/l��NAL � EJR 08/06/17 G NO CHANGES THIS SHEET. III�, e,,,,,e,m.n a ++; cw.c GP.; +� A.`LYt~ftVr1�1{L�. R,P,E. COPYRIGHT 02011 81 '' .."*".GP ad: a.(0.aar2 DOC PGTusousTxEGIGG. so-os Full 2 m 11 4040.20 G FL P.E.#58705 'FIG 8/1/06 J.J. 2113107 I ALL actns nesEnvEG . , . . • . . . • . . . . 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. ' BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS . . . ' . ' • WINDOW HEIGHT ' . . WIDTH GLASS TYPE 63" 66" 68" 70" 72" 74" 76" w MEETING RAIL 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +60.0 -80.0 +80.0 -80,0 +80.0 -80.0 HT. 50" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 ' , 62" A,B.M +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8_-78.8_ +77.3 -77.3 +75.9 -75.9 Sir 53:118" A,B,M +80.0 -80,0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 UP TO 53118" C,D,E,F,G,H,I,J,K,L +50.0 -80.0 +60.0 -80,0 +80,0 -60.0 +50,0 -60.0 +80.0 -80.0 +80.0 -80,0 +80.0 -80,0 . . STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 2. . 1 „/„....--- ---...,,, BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS . • WINDOW HEIGHT "0" WIDTH GLASS TYPE 38 3/8" 44" 50 6/8" 63" 72" 74" 76" W HT. MEETING RAIL - . • 48" A,B,M .480.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70,0 50'1 A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79,9 -79.9 +70.0 -70.0 +70.0 -70,0 +70.0 -70,0 ")C' 62" A,B,M +80.0 -80.0 +80.0_-80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 .-68.8 +67.6 -67.6 63 1/8" A,B,M +80.0 -80.0 +800 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -65.0 +66.7 -66.7 +65.5 -65.5 . LIP TO 63 1/8" C,D,E,F,G,H,I,J,K,L +50.0 -80.0,+80.0 -80.0 +50.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 . . CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. . . , BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS , i - W fir. WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH=76"FLANGED AND 75"INTEGRAL FIN) MINUS . WIDTH GLASS TYPE 17118" 2211/16" 263/16" 33314" _ 39 6/16" 4413116" 603/8" 65 16116" VV. SASH , 53 1/8" D,E,F,J,K,L4,&, +50.0 I -80.0 +80.0 1 -80.0 +80.0 I -80.0,+80.0 I -80.0, +70.0 I -70.0 +7o.oi-70.0 +70.0 i -70.0 +70,0 1 -70.0 HT. . MEETING RAIL HT.i , GLASS TYPES; TEST REPORTS TABLE 4. ;0").A.STH A.5/16"LAMI-(1/8"A,.090,1/8"A) FTL-4647,4648,4723,4957 _ B.5/16"LAMI-(1/8"A,.090,1/8"HS) F11-4647,4648 C.5/16"LAMI.-(1/8"HS,.090,1/8"HS) FTL-4647,4648 D.7/16"LAMI-(3/16"A,.090,3/16"A) FTL-4845,4885 ' E.7/16"LAMI-(3/16"A,.090,3/16"HS) • FTL-4645 ' , • F.7/16".LAMI-(3116"HS,.090,3(16"HS) . FTL-4645 . , G.13/16"LAMI IC-1181,AIR SPACE,5/16"LAMI-(1/8"A,.090,1/6"A) FTL-4646,4723 . . PRODUCT RHYMED H.13/16"LAMI IG-1/8"T,AIR SPACE,6/16"LAMI-(1/8"A,.090,1/8"HS) BuFTL-4646 , as coroplyitzg willstha FI,Ida .ilding Code , , . __... I. 13116"LAMI IG-1/8"T,AIR SPACE,5/16"LAW-(1/8"HS,,090,1/5"HS) FTL-4646Accoptanco E Irak L7ot Iforrint..,.2Dg I d.13/16"LAMI IG-1/8"T,AIR SPACE,7/16"LAM!-(3/16"A,.090,3/16"A) FTL-4649,4650 i • . . Gy Ja...._Ltr,' K.13/16"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3/16"A,.090,31161-1S) FTL-4649,4650,4958 Miami ado Product a...Al . _ L.13/16"LAMI IG-1/8"T,AIR SPACE,7/16"LAW-(3/16"HS„090,3/16/IS) FM-4649,4650 Koottliiiliqr, M.13/16"LAM!IC-1/8"A,AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"A) FTL-5063o \`. t.tY LYNN 1/,. ....E...,....A., ,,,, ...... NOTES: 1,WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN 11.' • ., ':.cl" •-.... •13 - PRESSURES ARE UNEFFECTED. --.::*i No.58705 .. -.7'... 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. . - : . _--E3 *=1 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8"MINIMUM 10 35"MAXIMUM, 4.GLASS TYPES C,G,H,AND I MAY BE USED IN SASH ONLY :,7(3-)'.. 22.1)'7-.: 1.7.: 5.REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL DP 1075 TECHNOLOGY DRIVE 0...dna. . Q1, . LIMITATIONS. N.VENICE,FL 34275 DESIGN PRESSURES . (941)400-1000 re.""...4 ' 0 6.. CERT.OF AUTH.629295 ALUM.SINGLE HUNG WINDOW,IMPACT -;c‘ci:9;:,16.,:/:.:Al.10.tAT.11171.1LO.0:. ,i ,C.- JR 06/06/17 9 NO CHANGES THIS SHEET ' i e ....1: .,.. She. n...., A.LYNN MILLER,P.E. COPYRIGHT COPT Mann fly:6. chocked or 16. POT INDUSTRIES.INC. SH700 NTS 3 v 11 4040.20 , G FL P.E.#58705 . . - F.K. 9/1/05 J.J. 2/23107______ _ _ At.I.RIONTSPIESPOVED .. , • . . . . . • .. . . 1 „ • , ,' . , . . , , . 1 , , , . • , . . .. . . . , . , . ' . 53 1/8 MAX.FLANGED WIDTH .. 52 1/8"MAX.I.F.WIDTH 49 NV MAX.FIXED .. . • - 1 DLO(ALL) 11 D--" C-•-•1 , . , . 1 i —, II 75"MAX. ' — — I 75"MAX. /7. '1---- \\ 75"MAX. SEE DLO TABLE 2 , D-J HEI HT SEE DLO A HEIGHT SBLEDLO i C-..i ; EE 1 // HEIGHT . . I ' 1 . TABLE 0 , . . --_—___ —7 _ 7r MAX. ' 76"MAX. • • 76"MAX. . . __._ ____ FLANGED FLANGED -— FLANGEDilE1HI ---.— HEIGHT HEI HT • 38 7/16" St .., _ ..__________.-SEE DLO TABLE )( , MAX. SASH S.TLLEO x .,<//7 EE SEE DLO [11111 SE1 NO E 4 TABLE NO E 4 HEI HT .., mi—ogniii—lommiiimmill— NI • • 48 1/4"MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1/1 • , , • . _ . • . . . • . 1 =---- . ----=- f . , • • . I 75.MAX / I 75"MAX. ' I.F. I.F. . • . .• SEE DLO I HEI HT E-.... HEIGHT . . TABLESEE DLO 2 , . 76 MAX. TABLE 0 • 76"MAX. FLANGED FLANGED HEIGHT HEIGHT • 1 . I I . . . — 4 0" SEE DLO TABLE [1111M HEIGHTSASHSEE DLO TABLE X ///' SASH . i I HEIGHT PRODUCT'REVISED • ---- 11•11 J _ ... -- - _ ..S COMPlYinS with the Ftariaa B t Building Code , Acceptance)40 I 4)4pr30.DA DETAIL D DETAIL E Expiration Date,,j..) V.. ZI O.E:**I No. •.5 a /10b587 VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) BY Li.. —..,...*4illf/,_- M inzW D.!1.:'pit y,,,,,,,... . ' . NOTES: ; •sss'..s.‘k.• •.,(Lb ‹,. : ...., +„•• oceN..s. ...K.- •-.„ 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. _.....,.,x).....-, 6, r7r...1,ct....Tz-, 7.10 ://7/ '-''' * 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. STATE 0 ....,1%'• 1070 TECHNOLOGY DRIVE DesertpSom _ F .-4.,...•:. N.VENICE,FL 34275 ELEVATIONS '-'„,,s,..'•:'-4.9.T9.;!:•-,,*.sc, ,,,`' , W11480.1000 rl.""...4 '1/0IVAL , Ft•tra Eryl Deas: ROW CERT.OF MN.tt2923(3 ALUM.SINGLE HUNG W1NDOVV,IMPACT 'illisittli.10 • , JR 06/05/17 G NO CHANGES THIS SHEET. • i 6.6.kaage sm.; Stmot Ral, A.LYNN MILLER,P.E. GOPYRIGHT*2017 Draren13y:DOW cturoader Do.: PGi VOUSTRIES.INC 0 F.K. 9/1/05 LI. 2173/07 ALLFOGHtSRESERVED 511700 , NTS 4 . 11 4040-20 G FL P.E.#58705 . - _ • . _ - . . - • , . . . . , . - . 1- 2.784" -{ MIN.(1)SWEEP LATCH AT VENT CENTERLINE OROPTIONAL BOTTOM LOCKS,(1)6"FROM EACH SIDE OF SASH. NOTE:BALANCE PARTS USED �1 INSIDE • INSIDE MAX.VENT DAYLIGHT OPENING LI- NOTE: BASED dN SASH WEIGHT 1 9,10,11,15,9 UP 4tipi 0 t.! ,,,,w 1.„..,...,•, i • MAX. illW T d cJ d o ) . 2.710" FIXED l 1 ( - - LITE 7,8 OR 17 ---•- 0•, r � r DAYLIGHT - - - _ OPENING E•�� I ' III! - gill OUTSIDE MAX.FIXED LITE DAYLIGHT OPENING I MAX.WIDTH . SECTION A-A 0 • OUTSIDE INTEGRAL FIN(LF.)FRAME SECTIONS — ! INSIDE ' MAX. '.' ,) ���I�'4V., 0 HEIGHT �� 2.•4G C�I���'Ir I HIGH �` I ' OUTSIDEillp �i I SILL 2.330 �F . -.111414 II si 11 L I�Fi in! LOW IIi �� !__- • ,--- SILL '1� ' MAX. VENT DAYLIGHT 01 HIGH SILL LOW SILL HEAD JAMB OUTSIDE OPENING - _ _ - _ _ •2 2.710" I.F.FRAME1 fE IL. •2- OUTSIDE �I * li ,� ,I'1t► PRODUCT REVISED . 1 as complying with tttenr iia } ' %;r ' Q4• DOSGI t' . 11 {HISLL} r4' . .• �_ LY..N ,„ P. ,,,CENSE �(��. 0 o ,,,, ULTRALIFTol 1 ONLY ULTRALIFT = A ..• No.58705 SECTION B-B 12)ONLY SECTION RADIUS OP C *_ ALTERNATE HIGH SILL _/ '. _ • {LOW SILL SHOWN} (HEAD DETAIL-FLANGED VERSION) p ._ s Ate o ��: 7tr�� 107N0?VENICE,FL 34275ECHNOLOGY 1VE SECTIONS ' �. '•�,<oRIDP,.•'•�+,. (941)400-1600 14001,0""""1/ _ ril S/ C1' �' '''.74"' JRer 1 ' F^7•'0�• CER T.OF RUTH.529296 ALUM.SINGLE HUNG WINDOW,IMPACT ���/QNALI0'400‘ JR 06/06/17 G NO CHANGES THIS SHEET. L ,,,•, tom,; sh.e ....,,N0 n.., A.LYNN MILLER,P.E. '--0 1011 - Omtt,er:O.: Chocked Br.0•to: ?GTTT W0a5MTRIE.PIC. O a - F.K W1/05- J.J. 2.123107,-.._ -- -- ._ - Ml MONTS RESEnvEG SN700 Half 5 11 4040-20 G FL P.E.N 56705 • . - ITEM DWG.# DESCRIPTION PGT# _ITEM DWG# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD • 61635K 2 1155 #8 X 1.000 QUAD PN.SMS 781 PQA 61 SCREEN CLOTH 61616 . 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 505 GLAZING CHANNEL(.688 X.500) 6533402 •• ' . 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6-4 1161 #6 X.1,000 PH.BUGLE TEN 706X1 • 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1/16 X 1/2-7/16 LAM/ 62BV1510 7 4025 SASH STOP 612244 • 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE,3/8",5/8",OR 11/16" 70 SILICONE,DOW 791,899,995 OR GE 7700 10 1000 BALANCE COVER,3/8"OR 5/8" 6BALCVR916 80 A,GLASS,5/16"LAMI,(1/B",4.090 PVFI,1/8"A) • 11 #6 X.750 PH.RN.SMS 7834AA 81 B.GLASS,5/16"LAM,(1/8"A.090 PVB,1/8"HS) 12 - BALANCE BOTTOM BRACKET 7BALTBKT • 82 C.GLASS,5/16"LAM;(1/6"HS,.090 PVB,1/0"HS) ' 13 1085/1086 SASH TOP GUIDE 42504 $3 D.GLASS,7/16"LAMI,(3116"A,.090 PVB,3/16"A) ______ 15 #8 X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX , 84 E.GLASS,7/16"LAM/,(3/16"A.090 PVB,3/16"HS) ' 16 1080-1 BALANCE COVER,11/16" 6BALCVR670 85 F.GLASS,7/16"LAMI,(3/16"HS,.090 PVB,3/16"HS) - .. 17 4053 SASH STOP COVER 64053 86 G.GLASS,13/16"LAM/IG;1/8"T,AIR SPACE,5/16"LAM/,(118"A.090 PVB,1/8"A) • , 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,5/16"LAMI,(118"A.090 PVB,1/B"HS) 19 #8-32 X1/2"LG.PH.FH.TYPE F S.STL 7B32X12FPFX B8 I.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,5/16"LANA,(1/8"HS,.090 PVB,1/B"HS) 21 40540 FIXED MEETING RAIL 640540 89 J.GLASS,13/16"LAMI IG;'I/87,AIR SPACE,7/16"LAMA,(3/16"A.090 PVB,3/16"A)' ' 23 4006C SASH TOP RAIL 64006 90 K.GLASS,13/16"LAM/IG;1/8'T,AR SPACE,7/16"LAM/,(3/16"A.090 PVB,3/16"HS) ' 25 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67516G 91 L.GLASS,13/16"LAM/IG;1/8"T,AIR SPACE,7/16"LAM,(3/16"HS,.090 PVB,3(16"HS) 26 1096 SWEEP LATCH 71096 92 M.GLASS,13/•16"LAM IG;1/B"A AIR SPACE,5/16"LAM/,(1/8"A.090 PVB,1/8"A) 27 1016 #B X.625 PH.FL.SMS 7858 2.878 - 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 30 1226 WSTP.,BULB VINYL 6TP249 2'784 ( . • 31 , 4006 SASH SIDE RAIL 612231 I .062-34 1268 SASH FACE GUIDE 42501 _ 35 1822 LAM SETTING BLOCK 3/32"X25/64"X1" 71622K 1.630 3.•55 36 1052 LAM IG SETTING BLOCK 1"X3/4"X 1/16" 71052K I 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K .062 38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K • I 41 4039B GLAZING BEAD,5/16 LAM.GLASS. 64039B 0 FRAME,I.F.HEAD 42 4044B GLAZING BEAD,5/16 LAMI W/GRILL KIT 644703 #4071A.6063-T6 44 4222A GLAZING BEAD,7/16"LAM/ 64222 ' 45 9650 GLAZING BEAD,7/16"LAMI VV/GR ILL KIT 6985 0FRAME, I.F.LOW SILL 46 4067 GLAZING BEAD,13/16"LAM/I.G. 64067 #4072A,6063-T6 - 2.908 47. 4071A FRAME,I.F.HEAD 64071 48 4072A FRAME,I.F.LOW SILL 64072 —2 374 . 49 , 4073A FRAME,I.F.HIGH SILL 64073 50 40748 FRAME,I.F.JAMB 64074 • PRODUCT.,s complying REVISED n iRg with the Florida 52 4009 SILL LATCH(EGRESS) (LOW SILL) 764009 .062.NOM Arcepo6 Code A�Rala.KnU 1SFrD.oB I 53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESSY /$DZ . 4.171 /- . 54 2740 SILL LATCH(EGRESS) (HIGH SILL) 62740 2.71 By•a//',...`.►2 ' , 55 1014 SCREEN FRAME(NOR.&VER.) 61014 .062 NOM fwJanr Und�ProduclCoi��J _ 56 1630 SCREEN CORNER KEY W/RINGS 71630 THICKNESS wow„1„,7 57 .1631 SCREEN CORNER KEY W/OUTRINGS 71631 AI' ANY LYN',,..,ii,�''.. 58, 1073 SCREEN SPRING 7CASP P•4�•'OCENS (` 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K 0 FRAME, I.F.JAMB •. R9 FRAME, I.F.HIGH SILL 50 #4074B,6063-T6 ..* - No.58705 : • #4073A,6063-T6 (USED AS RADIUS TOP HEAD) -0 - hdPaw /'W 1070 TECHNOLOGY DRIVE � •'O•' STA N.VENICE,FL 34275 PARTS LIST - A F o 4,/ (9A7)960-7600 p,,,.. i��'••.lom......ois.r••. .Ra oero5/17 R°o NO CHANGES THlS SHEET. CERT.OFAUm.12911A ALUM. SINGLE HUNG WINDOW, IMPACT — /l�'17S1ONAL EN ' eorrRionroron sm..onme S.er .E ia."raxu ... A.CEN1111M1s1k"R,....N's DM.,e,- care Clack°”oafs: rot Ncus.a' Ne. °D SH700 NTS 6M6 ' 11 4040-20 RG FL P.E.#58705 Fit 9/1/05- J.J. 2123/07—..-- -_._ - __ All.aiaurs PESEm^.c - • • , ' • t, . ,' .."!',,': 'i' ' • ' ; : 'i • 'i' 1" :i 1 • . i • '-...: • . . • • ( . . . , . , LF.FRAME . SEALANT ALONG ENTIRE JOINT FIL„,.....„-LF.FRAME . 1 or 4 . • I 0 . .,. . .1 I- 2.784 .062 I II II II . ll . . • . .' 1.363, 2.830 2.330 , 1 0 FLANGE HEAD 2.784 6 or 50 E .• #4002A,6063-T6 I-- III, q11111111111111 • . _. . 1.749 - • 0 FLANGE FRAME SILL (Low) WELD kil hl •Iik . . 114003C,6063-T6 6 or 50 l,III- SCREW . , I . . SEALANT OR GASKET • BOSS(2) ' I AT HEAD AND SILL 2.710 i 1--1.513---I -.738 . .. ,. .062 -----•-.062 11.490 1 • . '1 .040 i . ' ' . I-1.4514-1T _... . VIEVV D-D VIEW E-E •. , . . (1/1&VIEW HEAD&SILL.RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) ' (9 SASH STOP @ SASH STOP COVER ,\ FRAME CORNER CONSTRUCTION CD FLANGE FRAME JAMB #4025,6063-T5 #4053,6063-T5 _ _.... _ _ _ , _ #4004,6063-T5 . .050 ; ' . . . . . (USED AS RADIUS TOP HEAD) --1 1.165 •1--- rq-' ,678 . . .• . , , :•-, . • .062-4- i• -- 1242 '-.- ---2.326 1 Jf49 • • 1 1-2279 1 . . ' T ota6,-\-iz#41;103G9513146EA073-DT,55116" 7 1.979 .062 2.155 • Euj 1.707 .06 ' • 0 SASH SIDE RAIL • i .062—-- 1 #4008,6063-15 1 . . . • 8 FIXED MEETING RAIL 0 SASH TOP RAIL 0 SASH BOTTOM RAIL(LOW) _ . • . . #4054A,6063HD-T6 #40060,6063115-T6 #4007,6063-T5 /-.050 i .015.009-8 15 -=-.1 2178 . • -• 0 GLAZING BEAD,5/16" ' , IT ;678 ' . • . #404413;6063-15 . 2.326----1 • PRODUCT REVISED , • 1.096 I • I T (USED W/GRILL KIT) OS complying with ho FicniLln .062 Ruildiog Code ' ® GLAZING BEAD 7/16" Accuptamo No 17-ol,So.os • • 2.946 • Ex Irak.,Dato ...!.r...J,,,2,21 3.446 #4222,6063-15 i .062 2.638 '683 -•••••621) 4/11c4(o.'4,-PY;,,•t. 6 . • II _ .050 _.678 i I- •-i-1.097 0,0,-iiiirrio, ' • . ._..._.‘,__ GLAZING BEAD, 13/16"10' ' N• ••'t.. :'*•- •••-• F 2.784 I 1.115-1-7-1j /14067,6063-T5 • " • ‘GEN,,s -' ... 6 • .2.- `r- ••.1'11 -... cp FLANGE FRAME SILL (HIGH) 0 SASH BOTTOM RAIL (HIGH) CD GLAZING BEAD,7/16" .... . z„ ..A_! No.58705 •. - • ,#4050A,6063-16 #4051A,6063-T5 #985C,6063•T5(USE . . _ 71"i : *7: ' "- D W/GRILL KIT) • • 7. . . E31' 2C1-22-17.: 1070 TECHNOLOGY DRIVE ,,,,,,,, . . N.VENICE,FL 34275 EXTRUSIONS&FRAME CORNER DETAIL -0 • s TE 0 ..'40....... i'Ck.' ,. , (941)480.1500 Ir/PRI, ,,, i C`..c:',',t omoix../..,i`,..:' ALUM.SINGLE HUNG WINDOW,IMPACT ....,,,, •.......•• JR 06106117 G NO CHANGES I7-11S SHEET. CERT.OF RUTH.429299 IA.LYtiNfrAl=.E. CO,RIGIIT n71,17 5.4......7 Sn', Sr..,::Smat: 0., , . Orman 61, 1:403. Gm.,By Data: FJ( 911/05 J.J, . 7=---- • PG7 INDVSWICN,pie ia.r.Mc hl 5 REStAvED ''' SH700 Half 7 11 4040-20 G FL P.E.#58705 0 . . . _ . . . . , . , . . - . . . • . . . • ,,.. , 1 . . . i '; • ? , , 0 1 ' .• .. . t. ANCHOR QUANTITIES FOR Ill FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: , 1, . , WINDOW HEIGHT 1. ANCHOR TYPES: 1,-1/4"ELCO ULTRACONS OR#12 SCREWS INTO METAL • SUBSTRATE: ; 26.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 . ' 2-1/41ELcOSS4 CRETE-FLEX ANCHOR'TYPE: - --.. 0 0 0 0 0 0 0 0 0 0 0 0 a 0 00, 0 0 a 0 0 0 0 0 3-#12 SCREWS . . • m, z zm,,,z zm,,..,,z zm, z zm, Z Zm, Z Zm, Z Zm, Z Z WINDOW GLASS c‘T 6"0-0 of 5—o—o,r5—o—ocsr6No—oc,f,6ocsio—No'-oc,10--No—oa6No—0 2.ANCHOR LOCATIONS ARE BASED ON THE . . WIDTH TYPE ° ° ° ° ° ° ' ' ° ° ° ° ° ° ° ° 0 0 FOLLOWIING DIMENSIONS.• . , ' ... . ._ HEAD-18 1/2"MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17 1/2"MAX.FROM TOP CORNERS H.1,J,K,I 1-12 III 111 112 i l'.1 1:2. .212-1'2 2• 12 212 212 212 2'2 212 212 212 212 212 212 21 2 2 2 2j3 212 31'3 15"MAX.FROM BoTTom CORNERS 19.125 . , 6"MAX.BELOW MTG.RAIL 1 1 1 1 1 1 1 ' 1 1 1 1 1 1 1 1 P1 1 1 1 1 1 1 1 1 • AB,M. . --,- SILL-ANCHORS NOT REQUIRED 112 111 111 112 111 112 21-2 1• 12 2{2 212 21,2 212;2 2 212 212 212 212 212 212 2;2 2,2 213 212 3,13 3.INSTALL PER THE ADJACENT TABLE ANCHOR• C,D,E,F,G, i 1 1 1 1 1 1 1 1 1 1 „.. .. . . ...... 0_0 QUANTITIES USING THE DIMENSIONAL CRITERIA OF - . . .. H.I,J,K,L 112 111 112 112 112 112 2'2 112 212 2 2 212 212 212 212 212 213 212 22 21-3 2:2 213 313 212 313 NOTE 2. • 24.000 . ; , I 1 ..1 1111111111111111111111 . . . . 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR . .- . 112 1 1 112 112 1T2 112 212 112 212 212 212 212 212 212 212 213 212 212 213 212 213 313 212 313 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ' C,D,E,F,G, 1 1 1 1 1 1 1 1 r 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 ARE 1"LESS. . . 32.000i H,16,K,I. 11.2 112 212 213 112 42 21 3 1 2 213 2i 212 21 3 21 3 212 213 313 212 313 314 312 3,3 3-;4 313 414 5.DESIGN PREssURE LIMIYATi6NS: ' - - - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 112 112 212 2 3 112 212 2,3 1'2 2'3 213 2'2 2-3 213 212 2 3 3 3 212 313 314 32 313 30 3;3 414 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE • H,I,J,K,L 212 112- 212. 21.3 .i.172 2',6- 2• 16;'2'12'213 213 212 2;3 23 23 314 2[3 3[6 314 313 314 315 313 414 37.000. 12132i3 314 SIZEAND GLASS TYPE IS AVAILABLE. BM 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 6. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE . .. A, . ••. ;- ; ; . 2;2 112 212 213 112 216 2• 3 2• 12 213 213 22 2,3 213 2• 13 213 314 213 313 314 313 34 3 5 3:3 4;4 REQUIREMENTS. . . PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 • .„.__. .. ; . :.. . , .. „ ; ... ... .. . . .. . 40,000 H,I,J,K,10 212 1 i 2 212 213 212 213 213 2!2 213 213 213 2;3 214 213 313 314 213 314 315 313 3'4 415 313 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ABM 212 112 212 213 212 213 213 212 213 23 2;3 2:3 24 21 3314 314 2;3 314 315 3 3 3:4 415 3 3 41'4 TABLE KEY:. . , PSF79 , PSF • . C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 (DP LIMITED) 8 44.000 11,1,J,K,L 2 2 2T2 22 i• ii 212 213 2• 13212 313 214 2ii 3ri 314 2[3 3 13 314 21 3 314 3{5 3;3 314 415 31, 4{5 HEAD - 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JAMS ABOVE BEI A,B,M MTG 21 2 21.„, ,. 2 212 2• 13 2,2 213 213 212 6E3 2j4 213 313 314 216 3;3 314 213 314 315 313 314 415 314 6 .RAIL . , 4.1PRODUCT REVISED PSF 79 79 JAMB BELOW ,, yiita with th.Figtiaz . ,. MTG.RAIL' noilai,ge*d° moo.c8 . •4, C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 Aceoptanco No . .zrzexavt,,m1 48.000 H,I,J,K,L 22-21 2 22 213, 222 3 31;4 2• 1-3 316; 34; ; 2 3 314 34 2• 133• 1 4 315 313 '31-4' . :' 115 4f 6 514 5E 4T31110.Ix 16 4011PP , . , 1535 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 (FULLDP) . . A,B,MHEAD Mianti D7314Pooloci 4 0 22 212 212 213 212 213 314 213 3• 13 314 213 31:4 31-4 2• 13 314 3j5 313 314 315 313 415 4;6 314 515 JANIS ABOVE -2- PSF 72 ' 79 79 MTG.RAIL o' 0W.I LYNN ''7, . • • C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2' 3 2 3.. ;3 , JAMB BELOW ..,,s's•CP.:*;;;CE../v..-":.7/1//' • . .. . 53,125 H,I,J,K,L 212 2 2 2 2 2 3 22 2i3 3• 14 2 3 3;4 34 23 34 34 33 34 3i5 3,3 44 4 6 314 4,5 416 3,4 516 MTG.RAIL ..*P-;:.-. • , .. -... 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 SEE TABLE 1 FOR . -: *i No.58705 - AB,M .. ..__. .. . i *= 212 2 2j222322133142331434213343:421;2 213 3'.423 314 3 4 2-:3 34 6:4 3[3 314 315 33 44 415 3,3 4 5 416 3'4 415 -13 • • - -1. • 6 I.. Fi— 1070 TECHNOLOGY DRIVE Doecr(otlar -;"0*. STATE 7'...'. N.VENICE,FL 34276 .,„ ANCHORAGE SPACING, 1/1 WINDOWS ..:,AN'• 4l; -,-(<`c;',ftonto,..,'",,,..s., R41)460-1600 1115/0" ",6 TT& '1/-8 ‘10-Ns Rom 1 B p antw tievisbroe ' NO CHANGES THIS SHEET. G6133.06 AVM.629286 ALUM.SINGLE HUNG WINDOW IMPACT JR 06/06/17 G i -- ....... — COPYRIGHT 0017 Ormo,or DatoT Gnocfiso IV rhrio, PGT INDUSTRIES.WC 0 . 4040-20 G Fi_P.E.#58705 F.K. 7729105 J.J. 223/07-,-..n- . ALL FuGras RESErsvto SH700 NTS 8 . 11 _ . , ' . , .. . , ' ' • , • • I, : .. i. '• 1 ' . . . - 1 .. • ' • ' 1 ' 1 , -1 . .. •• 11' ' . ,. . ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1.ANCHOR TYPES: 1-1/4"ELCOULTRACONS OR#12 _ WINDOW HEIGHT ' SCREWS INTO METAL . . • • ' SUBSTRATE: ' 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 2-1/4-ELDO SS4 CRETE-FLEX • ANCHORTYPE!--, 0 0 .0 Q 0 U 0 0 0 0 (..) (3 0 0 0 000000000 . 3-412 SCREWS WINDOW GLASS 58 6 6 5(4:'‘i Z-6 58 c‘'8-8 58(-i Z-6 5,8 cs'Z-6 5_8'.s.Z 6 58-Z 6 58 Z 6 2.ANCHOR LOCATIONS ARE BASED ON THE WIDTH TYPE ° 0 5 0 0 0 0 0 0 5 0 0 5 0 0 0 0 C) 0 FOLLOWING DIMENSIONS: . . • C,D,E,F,G, 111111111111111111111111 HEAD-18 1/2"MAX.FROM TOP CORNERS JAMBS-17 1/2"MAX.FROM TOP CORNEFtS • . .• ' H,I,J,K,L • 1111 11111 -111i1 212 ili-iri" iri ii2 -27i --" 212 212 21-.2 212 212 212 2T2 31:2212 32 312 212 3112 19.125 t . , t 211 21215"MAX.FROM BOTTOM CORNERS 1 1 1 1 1 1 1 1 1 1 1 1 1 1. 1 1 1 1 1 11 1 1 1 1 1 6"MAX.BELOW MTG.RAIL ASM• -111 in TR 212 2[ 2T2 212 211 212 212 212 iri 212 -2:12 25 iri iri 2.12-31,2 -212 3 2 -31-2." 1.2 312 Su-ANCHORS NOT REQUIRED , .. • , PSF 79 . 3.INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF --- H,I,J,K,L . • 24,000 -1-1 1 -111 111 :72ri ;5 2i'i. 2.• 12 212 212 212 212 2fi 212 2:1,2 112- iT2' rii . -i(i 2[2 31.2 312 .212 3• 12 NOTE 2 ' ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR , , 111 11.11 11-11 211.2 -1.111i 212272 212 212 2i2 212 212 21:2 212 iT2 3112 iii- 12 312 2:-2 31.2 2FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 12 312 ARE 1"LESS. . PSF 66 77 • ' ' . C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 5. DESIGN PRESSURE LIMITATIONS: 32.000 H,I,J,K,L ill111Tri 212 ii2 2i2 21 ii2 212 3 21'2 3I 1 1'3 3ii 312 3,-3 33212 33 413 3 2 4i:3 4!33r2 4[3 SIZE BLOCKS OF THE ADJACENT TABLE WITH A : •• ,4 , . - , . BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 1 1 ABM 1 1 1 .1 1 1 1 2 t 1 2 1 1 1 1 1 1 1 1 1 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY , , 111 1111111 111 .21 2 iii iri 213 212 212 313 212_iiiiii. ii-iii 33 212 313 413 12 4 3 '413 312 41,3 or ANCHORS SHOWN IN BOL.b.OTHERWISE,THE : ... MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE PSF 59 67 79 • SIZE AND GLASS TYPE IS AVAILABLE. • , G.D,E,F,G, 111211212212212212212212 .2 ,•:„ 6. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE 37.800 H,I,J,K,L 111 111 iii 212212 212 213 212 213 3:3 212 313 3!3 3 3 413 313 312 313 413.312 413 414312-413 REQUIREMENTS. ABM 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 . . . 717111-1171 21_2 212 212 213 212 213 313 212 313 313 313 41.3 313 312 313 413 312 4;3,414 12 afi PSF54 79 52 79 • • C,D,E,F,G, 2 2 2 2 • 2 2 2 2 2 2 2 2 2 2 2 2 2 .2 2 2 2 2 2 2 40,000 FIJAK,L 111_.111 Tr! -21-2-ifi 2• 12 2• 13 ii-. 313 33 212_31.3 4:3 31.3 413 13 313 413 44 313 413 44 313 5• 13 - - TABLE KEY: ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 .2 2 2 -. 11 1 711TI11i1711-2T-2-1,1212 212 21-3 2 2 212 21 3 21 2 22. ;f12 21-2.1-42 2113 31.2 413 414 313 413 44313 li MAX PSF L . PSF 49 79 56 79 79 f DP LIMITED)011 C.D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEADIER' • , _ , 44.000 11.1,1,1C1- 11 1 111 111 212 212 2• 12 3'13 212 ifi 4 21i 313 414 313 413 4 4 313 413 4;4 3!3 413 4;4 3'3 514 JAMBABOVEBEI 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 mrG.RAIL ' • ASM ...... ..,_ PRODUCT REVISSO .71TE1FFITCT22 -iri 212-35 ''i.-i 35 3.4 213 313 41.4 313 4 344-.-3'13 4.3 414 21 2 4'2 4T4. .31 3 514 JAMB BELOW .cornplying with II.Mien 130diog Coda , PSF 45 74 51 74 79 79 MTG.RAIL A T.1 t -0 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 .2 2 2 2 - 2 3 2 2 3 2 2 Es.irott.n DeolorriP. .1.• 71)2.1 48,000 H,1,J,K,L 7171 1 -171 111 212 212212 313 2-12 ifiii4 313 31i 41.-I 33 414 414 3.13 4:4 414 413 6!4 4'14413 614 (FULL DM..BY • 2 2 2 2 2 2 2 2 2 2 2 2 3 '2 2 2 2 2 3 2 2 3 2 2 - HEAD 2 h•omo ado Protfixf Coos#0 A,B,M •"- • • • 1-Tri 1111T 1-1T1-1:21-2-21-2 1-21-i 1313 2;2.313 34 313 313 414 3T6 414 14r;1 Jri 414 4T:i .1fi i:';i ;fFr5iif; JAMBABOVE 212 „„tii 171#0, PSF- 41 67 46 67 76 79 MTG.RAIL C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 1 2 3 3 2 : 1 3 • JAMB BELOW :-: __ ... .,.. .-.. R-.'1 53.125 H.I,J,K,L ,i-r--0-fr.iT[TiTiir 2• 12,313,3 A 313 414 313 414 414 3 3 4'4 4'4 3 3 4'4 5 5 413 514 515 413 514 MTG,RAIL _. .. No,5870S 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 '3- SEE TABLE 2 FOR . •:.7. *: A,B,M : -, , ,, , , , 22-Z -211 3• 13 313 313 4:4 313 414 414 3-13 414 4.4-313 41.4 5:4 413 54 64 4.3 51• '4 FULL DP ofteno,,, •-•.'3 • 2- i 7-..1.1. •-. 1070 TECHNOLOGY DRIVE •;(4i.:::: N.VENICE.El..34275 ANCHORAGE SPACING,STANDARD VIEW -;•,\.„,.• ,,.. 1)480-1600 . ,--..., ,,, '..,,,c'",.?*.•.:!.0j10.1,...,.%,, ,,' Rannt Se Owtcr CERT.OF AUTti.it2q296 ALUM SINGLE HUNG WINDOW,IMPACT -A1 . JR 06/08/17 -tr. N.CHANGES THIS SHEET. e. rEta Msftft... * So. ENwt Cov.vt. ..*, A.'eyNimt4tWo.E. COrYRIGFIT 02011 17.wwn ar Oftx chftsfte6.r.Dew ' PO IIIOUSTRIES,INC. . 0 . .. F.K. 7/29/05 J.J.- =2123/07==_..,..-=-.,-- --- ALL WM...SERVED SH700. NTS 9 . 11 4040-20 G FL P.E.#58705 . . - , __ _ _ „r___ •._._ .. -- . ' . . . . ' . 1••••^ •I . • . . , . . ' ., . ' . , . . , . ' . ' . . . . ANCHOR QUANTITIES ABOVE MEETING RAIL(HEAD&JAMBS),CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES: 1-1/4"ELCO ULTRACONS OR#12 SUBSTRATE:---. 17.126 22.668 28.211 33,754 39.296 44.839 50.382 55,925 SCREWS INTO METAL " . • ANCHOR TYPE:---->a U 0 0 0 0 0 0 0 0 ci () 0 0 6 0 0 0 0 0 2-1/4ELCO SS4 CRETE-FLEX 0 0 0 0 P1 0 z z00z_zo0az_zo)0az Ztn 0aZ_zmO,..,,z_zr/0z _z WINDOW GLASS a 0 04 0 T-0 a ,9, --0 • 3-#12 SCREWS 0 of 0 -0 ' 0 of Q. '7 0 ' 0 or 0 -0.1-0 or 0-0 ' 0(Ni o-0 • o c4-•g-o - 0 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING ' WIDTH TYPE 0 0 S 0 0 3 0 0 5 0 0 0, . 0 0 0 ° 0 S 0 0 DIMENSIONS: D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 HEAD-18 1/2"tvIAX.FROM CORNERS 19.125 KJ_ 1 1 _ .1 2 •2 2 2 2 2 2 2 • 2 2 2 2 3 2 3 3 2 3 •3 3 3 JAMBS-17 1/2"MAX.FROM TOP CORNERS 11 1/2-tv1AX.ABOVE THE MEETING RAIL D,E,F,J, 1 1 1 1 1 1 1• 1 1 .1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6"MAX.BELOW MTG.RAIL . . • K,L 1 1 1 2 2 2 2 2 2 2 3 3 2 • 3. 3- -2-2 3' 3- 3 • 3 • 3 4 15"MAX.FROM BOTTOM CORNERS D,E,F,J,. 1 1. 1 1-- 1 1 2 1 1 2 1 'I 1. 1 1 ' 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED 32.000K,L i ' 1 1 2 • 2 • '2 3 •-•2 i ' 3 -3 3 3 2 3 4 - 3 - 4 '4 3' 4 5 3 6- 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7.AND 8.USING THE PSF 79— DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE-7.FOR , ' 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 ' 1 2 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. • K,L •-1 1 1 2 2 -2 3 -2—3 3 • 3 4 3 3 3 4' 3• 4 4 4 5 8 4 5 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW — — WINDOWS ARE 12 5/8"MIN.TO 38"MAX. PSF 79 79 79 79 • 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR • 40.000 D.E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 r'2 2 2 2 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE ....... ... ......___, ...... ..._ , , . .... .. .„. . .. . _ ... ...„. „_._. .. . ,K,L 1 , 1 1 2 2 2 3 , 3 3 i 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 1"LESS. 6.DESIGN PRESSURE LIMITATIONS: PSF 79 76 79 77 79 79 79 . . SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD „ 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM' ........._ K,L —1 1, 1, 2 -2-- 2 3 -6— 3 -'4- --4- 4 ----4- -3- 5 4 3 -5- -5- -4. •• 5 •5 4 6 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS PSF 78 79 70 79 79 71 79 23 76 — SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN _ - PRESSURE FOR THE RESPECTIVE SIZE AND GLASS . • 48.000 D,E,F,J, 2 2 ' 2 2 22 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2. TYPE IS AVAILABLE. K,L I 1 .-I-- —2 2 2 3 4 4 ' 4 5 4 5 5.-. 4 -6- 5 4 -6 6 5 6 7. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE REQS. PSF 71 79 63 71 79 84 7466 77 69 69 TABLE 7.KEY: . . 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 . . . .., . .. . _ K,L i i 1 2 2 2 -3 • 3 --3 -4 - 4• 4 5 4 5 6 6 6 6 5 7 6 5 7 MAX-PBF SEE TABLE 3 FOR (DP LIMITED) 112 FULL DP ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLES. JAMB ABOVE 2 ' SASH HEIGHT , MTG.RAIL . • ' SUBSTRATE! \ 12.776 15.776 18.776 21.776 _ 24.776 27.776 30.776 31,106 _ • ANCHORTYPE-, 0 (..) o 0 0 0 o 0 ,.., 0 (.) 0 o 0 ,..) O (.> 0 o 0 0 0 0 0 (FULL DP) • WINDOW `,..i-° " z ''' z •8 " 6 — 6 2'8 '. 6 - 6 2'8 -' 6 — 6 2 8 '' 6 — 6 2 8 - 6 - 6 2 8 . 6 6 2- 8 8 " ,..) 0 0 0 0 0 5 0 0 5 0 0 0 c., 5 o o HEAD 2 . . WIDTH JAMB.ABOVE 4 . 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL • • _ - 24,000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 'I .. 32.000 2 1. 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4' 2 3 4 2 3 TABLE 8.KEY: PRODUCT REVISED as compiying with the PkPida MAX PSF Building Code, • 37.000 Accept-soon No I —aGarlD8 2 1 1 1 2 2 2 1 2 3 1 2 1 3 3 1 2 1 3 3 1 3 1 3 3 1 3 1 3 4 1 3 1 3 4 I 3 1 4 (DP LIMITED) 112 EV•r9 • 40.000 • . . • 2 2 2 2 2 2 3 Eipmplastimi 3 4 Illal 3 4 3 4 4 3 4 Minn Dade Pr4tici JAMBvi TG,BELOWRAIL 2 By mie..,_ =flPfl./.. , • • 1----' 011' 1 44.000 - - ' " 2 1 2 i 2 2 2 2 3 2 1 3 3 1 '3 1 3 4 1 3 1 3 4 1 3 1 4 - 5 1 3 1 4 1 1_ 4 5 3 (FULL DP) :..4;\-.••' 48.000' ,..icEmsi:•.! -... . . 63 72 79 JAMB BELOW 2 .,.':. tr,•' ;(e. ...'((` -- • _ 2 2 IIMIIIIMUll 3 4 El 3 4 Ell 4 4 U4 5 NI 4 5 L 3 1 4 MTG.RAIL Z.:*/ No.58705 .. - 73 58 125 66 72 SEE TABLE 3 FOR 53. , 2 2 1 2 2 2 2 3 3 i 3 4 ! 3,J, 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 5 ----1 1 5 FULLDP - • _ -;.-A ".. • -22-f7--..:0.4 ,,•7 ...4, • N.VENICE,FL 34275 ANCHORAGE SPACING,CUSTOM VIEW ,9'..f'!oRtot.•''.c,-SC',,,' (941)4004600 rep "i•/0.......ok.„, . , NAL w% ,, mt. Rettskm: CERT.OF AUTH.#29296 ALUM.SINGLE HUNG WINDOVV,IMPACT JR 08/06/17 G NO CHANGES THIS SHEET. 111,311 Sed.foclet Sea* Vttot Frantreht, fin, A.LYNNVagl,P.E. COPYRIGHT d 2017 _ - .3.41 ix. Chocked Si O.jp: PGT INDUSITIES.INC. W .. F.K. 7/29105 J.J.--2/23(07_-_, at RIGHTS RESERVED SH700 NTS 10 , 11 4040-20 G FL P.E.ft 58705 - . . . _... _ .•_ - . . . . . . . . . ' . • . . . . ' . I . . . . .... . . , . " , 1 . . • . . . . . . . I . • . ' 1 • NOTES: . . <=1 EXTERIOR INTERIOR NOTES: , • • 1-3/4"MIN.EDGE WOOD ANCHOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY (ULTRACON ANCHOR) (ALL HEAD AND SILL DETAILS) (SEE NOTE 2&3) APPROVED 1/4"ELCO ULTRACONS OR 1/4"S54 CRETE-FLEX. MINIMUM DISTANCE FROM 2-1/2"MIN.EDGE CONCRETE ANCHOR ' .ANCHOR TO CONCRETE EDGE IS 1 3/4"FOR ULTRACONS INTO CONC.,2-1/2"E.D.FOR (CRETEFLEX ANCHOR) (SEE NOTE 1&3) 2x WOOD BUCK ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC. • (SEE NOTE 3) 1"MIN.EDGE 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5), . .. 3.35 KSI MIN. . 1/4"SS4 CRETE-FLEX FOR DETAILS B&D OR 0.131.0 x 2-1/2"COMMON NAILS(F1667 NL CM ' . , CONCRETE :-. '" .• .': .. :• •• 5-07 Z(8d))Ed PENNY SS ZINC COATED COMMON NAILS,TYPE I,STYLE 10-FIN MOUNTED • . 1 314 MIN MiiiMinimmo ' ONLY(SEE DETAILS E,F AND G THIS SHEET) - OPTIONAL 1x ' . ....: -i-• 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE . '. M M, 1M3I IN8: TOTAL THICKNESS IS LESS THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE WOOD BUCK lIl 4c._. ..,:11M i (SEE NOTE 3) = t INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE • h—timi1 1 Pr' 1 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE - 17-.. ...... MAX.-.1 1 1/4"i ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4.FOR ATTACHMENT TO ALUMINUM,THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF • MAX. . SHIM 6053-T5 AND A MINIMUM OF 1/8"THICK.FOR ATTACHMENT TO STEEL OR STEEL STUDS,--- __ _. SHIM DETAIL A DETAIL B THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.045" THICK.THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x : 1-1/4"MIN.EDGE(CMU) 1-3/4"MIN.EDGE(ULTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL . ., 1-3/4"MIN.EDGE(CONC.) . 2-1/2"- MIN.EDGE(ULT./CRETEFLEX INTO CMU&CRETEFLEX INTO CONC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 1/4"MAX.SHIM— I-.-- :• -., 1 3/8" 5.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. ' , -- -....- 6.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. • l ..:5.;:. ' MIN, ' 1/4"MAX.SHIM--.- ---.-- 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO ,' '' ' • 1 I CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE - rm.." IIIInI8181 ' CONCRETE ANCHOR, FLORIDA BUILDING CODE. Ili • ' 1,7 FH BELOW MEETING •, 11D1 ,• 1"MIN.EDGE . j.. 111019111• RAIL.(SEE NOTE 2) WOOD ANCHOR, . 1 ,, V FRHAIL BELOW(SEE NOTE ET127 3.35 KSI MIN.CONCRETE 1 f2L . .. OR 1.5 KSI MIN.CMU • INTERIOR ' i a (ALL JAMB DETAILS) . . ..• '1x BUCK OPTIONAL WITH SOLID CONCRETE OR EXTERIOR • , . . CMU SUBSTRATE(SEE NOTE 3) DETAIL C DETAIL D 43 , TYPICAL FLANGED JAMB ANCHORAGE , • • . 1/4" -.-5/8"MIN.EDGE 2-1/2"EMBEDMENT MAX.— S, 1/4 . . SHIM . . , WOOD FRAME 1 AX 1.4 )11—WOOD FRAME mot mu MO_4-5/!1:IMNINi.EDGE /PRODUCT REVISED , . 2-1/TEM: DM ..-z.: . x 2 1/2"NAIL, if 11 I rilodzpgLycoiodcg L.ILn Ille Florida Acceptatioo No 1 -OC, 0.Oa . . . AT CORNERS II() WOOD FRAME , ExplrairaP Dsde..4' , i. VA! By Wami.Mo•codua 007(rt .\`‘‘6...1`l Ax.r2cioi2R"NNEARI Ls, 11. A ..fit 11E1 AND 5"0.C. INIKiiiiiillna III 5/13"MIN.EDGE .131"DIA.MIN. 1(4"] x2 1/2"NAIL, s• ,c`•.\,..... .. .••'..459 l'",-, . MAX. SHIM AND 5"0.0. • 2-1/2"EMBEDMENT • ` ." .••.0 ...13,:i... 5 .. — . . DETAIL F, (HEAD) DETAIL E,(JAMB) DETAIL G, (SILL) ... : No.5870 ' . TYPICAL INTEGRAL FIN ANCHORAGE . -:73t77:21r , .. 1OF '.Z- - ' 1070 TECHNOLOGY DRIVE o"'"'x" .. ,... -0 .. STA E..."t's ' N.VENICE,FL 34276 ANCHORAGE DETAILS . '...:'<onioN......A,:•'1 . . 0411 480-1600 ilre"RIp raw ,,,t..5.6 ........ \ . • ' pNAL An.Or Dabs rizaft2.• i CERT.OF RUTH.729298 ALUM.SINGLEP. HUNG WINDOW,IMPACT i 1, JR 06/96/77 13 REVISED TO MATCH NEVV 2017 FBC ANCHORAGE. MILLER,P.E.'S.I.foe. Sc.: 6Plat onn.r.Po ,: A.LYNN COPYRIGHT 01017 Dram GhaotiptOr inkc 0 .— PG7 INDUS7PAGAIG. cr 040-20 G FL P.E.4 58705 • • A/L.3MS PESPAPGD ---- SH700 NTS 11 11 4 . . . . . ' II • MIAMIDADEM, MIAMI-DADE COUNTY 09017! rafX-W; 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.gov/economy _ _ PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami–Dade County Product Control Section(In Miami–Dade County) and/or the AHJ (in areas other than Miami–Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami–Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including el i_gbaLelazity-UAR:ie.aGaZat ,---- —____ ESCRIPTION: Series "RR-710"Aluminum Horizontal Rolling Window– APPRO-V • 'n• • • Ifni onz.Thiatal Roller Window, Impact", sheets 1 through 11 of 11,dated 02/28/06,with revision H dated 03/24/17,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. _ _ _________ _ kAiY1 SIT E IMPACT RATING:Large and Small Missile Impact Resista LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved'', unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.13 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 Jorge M.Plasencia,P.E. NOA No. 17-0411.06 , .i.r.MTIAMI-IDADE'counrry gz: !.1TRCW,E1I - 4,„,„„.7 Expiration Date: December 21,2021 Approval Date: August 31,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's 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 H dated 03/24/17,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 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714.13) 2. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 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) orge M.Plasencia,P.E. Pros et Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21,2021 Approval Date: August 31,2017 E -1 • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 abimirnnm horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. F1'L-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-5th Edition (2014) and FBC-6th Edition (2017), dated 03/31/17 and revised on 0//28/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. - 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. No. 16-1117.01 issued to Kuraray America, Inc. for their"Trosifol®Ultraclear, Clear, and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014) and FBC- 6th Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by'A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 16-0714.13) •+ e M.Plasencia,P.E. Pro! ct Control Unit Supervisor NOA No.17-0411.06 Expiration Date: December 21,2021 Approval Date: August 31,2017 E-2 1 • • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Laboratory compliance letter for Test Report No. .1r1'L-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) 6. Laboratory compliance letter for Test Reports No. F'1'L-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.13, issued to PGT Industries for their Series "HR-710"Aluminum Horizontal Rolling Window—L.T .I., approved on 09/01/16 and expiring on 12/21/21. ��orge M.Plasencia,P.E. Pr..uct Control Unit Supervisor NOA No.17-0411.06 Expiration Date: December 21,2021 Approval Date: August 31,2017 E-3 . . . • . . , . . . , . . . ' . , . - . . • . . • , GENERAL NOTES:SERIES HR-710 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW IMPACT RATING DESIGN PRESSURE RATING 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2). LARGE 8 SMALL MISSILE VARIES PER OPTIONS, IMPACT RESISTANT SEE SHEET B A.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090"PVB INTERLAYER. — B.5/16"LAMI CONSISTING OF(1)LITE OF 1/B'ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. C.5/16"LAMP CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"EVE INTERLAYER. . D.7/16"LAMI CONSISTING OF(2)LOSS OF 3/16'ANNEALED GLASS WITH A.090"PVB INTERLAYER. E.7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.098"PVB INTERLAYER , PRODUCT REVISED G.13/16"LAMI IG:(1)LITE OF 1/6"OR 3/16"ANNEALED(MIN.)GLASS,6/16"OR 3/8"AIR SPACE AND 5/16"LAMI as complying with the Ploride CONSISTING OF(2)LITES OF 1/8°ANNEALED GLASS WITH A.090"EVE INTERLAYER. sanding code - H.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE p,r0A-No. 17.0411.08 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER, Expiration Date 12/21/2021---- I.13/16'LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5/16"LAMP By CONSISTING OF OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. Miami-fl i e.roduct Con rot J.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 7/16"LAMI • . CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090"PVB INTERLAYER. K 13/16"LAMI IG:(1)LITE OF 1/8"OR 3/10"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 716"LAMI 524/17:NEW LAYOUT,SHEET . 1 REORGANIZATION.UPDATED CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. ANCHOR QUANTITY PER FEC ' ! L.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/18"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 7/16"LAMI 2017,ORANGED ANCHOR TYPES CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. 2.CONFIGURATIONS:OX XO,XOX 3.DESIGN PRESSURES:(SEE TABLES,SHEET 8) 2 2f1- 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. ' : 0 0 0 ce C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 0 r4 . tr • 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 0'T 5.SHUTTERS ARE NOT REQUIRED. 0-, LU 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET, ' u-.,co r- ..- --) m„Li 7.REFERENCES:TEST REPORTS FTL-4858,FTL-4859 AND FTL-5330. 0 u clr Z R cr.) 41 ELCO ULTRACON NOA'S [_u_.2 4 .0 FL: .m. . ANSI/AF&PA NDS FOR WOOD CONSTRUCTION Ig. ALUMINUM DESIGN MANUAL . -.--Z — 8 ,,,, -, •,- B.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 9.FOR INSTALLATION IN THE 1-0./HZ ABOVE 30 Fr,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. _1 o , o . • re — TABLE 1: 1)WHERE SUBSTRATE Min. DO Anchor Frame ?din.Edge Min.O.C. CONDITIONS REQUIRE Anchor Type Substrate Embedment or ANCHORAGE FROM MORE illim • 6 W Cl)'I' Group Member Distance Distance li N 0 , mem'Thickness THAN ONE OF THE ANCHOR - . ; — kker -- •- - . 2 Z e . - #12,Steel SMS(Gr.5), Southern Pine(SG=0.55) 9/18" 7/5" 1-3/5" GROUPS ABOVE,CHOOSE THE 0 A (min,0(3 threads beyond All 6083-T5 Aluminum 3/8" 9(16" 1/8" ANCHOR GROUP OF THE a. 9 . ..,.. . metal substrate) A36 Steel or Gr.33 Steel Stud 3/8' 9/16" 0,045"(18 Ga) LOWEST LETTER FOR ALL Lu '- Jamb Hollow Block(ASTM COO) 1-3/4" 6" 1-1/4" SUBSEQUENT TABLES IN THIS UD zcc LC7 1 114"Elco UltraDone All Concrete(min.2-85 ks1) 1" 4" 1-3/4" APPROVAL, NOA DRAWING MAP BoN.I. 'ccoG iicPcS • All Southern Pine(SG=0.55) 1" 1" 1-3/5" . FLATHEAD ANCHORS MUST SHEET 1(4'410 SS Elco CreteFlex IF All Southern Pine(SG=0.55) 1" 1" 1-3/8" 2) oorimir ,, BE#12 TRIMFIT HEAD. GENERAL NOTES 1 "o LYNN 4,;', Jamb Hollow Block, TM(ASC90) 2-1/2" 8" 1-1/4" C 114"410 SS Elco CreteFlex ED GLAZING DETAILS 2 .-A`:•-• icEN$ -.."5,'-', All Concrete(mln.3.35 ksl) 2-1/2" 4" _ 1-3/4" ELEVATIONS 3 . .-.- -. •:". TABLE 2: VERT,SECTIONS 4 -*-; No.68705 ' ---- -:: : .: *- . HORIZ.SECTIONS 4 - • I - Material Mln.Fy Mln.r,., CODES/STANDAROS USED: - ' ' ' - CORNER DETAIL 4 7-13.i ? steirberaw E2 ksl 129 kW 02017 FLORIDA BUILDING CODE(FEICI,6TH EDRION % LISTPARTS 5 ' Flee Ultreeen 0 155 kel 177 rari 02014 FLORIDA BUILDING CODE(EEC),07F1 EDRION1% 1,.. *ASTM 81300-09 EXTRUSIONS 6 410 99 Elco creteFlek 0 127.4 kel 100.7 kel .ANSI/AF8PA FIDS-2015 FOR WOOD CONSTRUCTION INSTALLATION 7 II-. 8{163-T5 Aluminum 18 Aol 22 kW •ALUMINUM DESIGN MANUAL,ADM-2015 DESIGN PRESSURES 8 13063-10 Aluminum 25 kel 30 MI • .A1E16100-12 ANCHOR QUANTITY........9-11 iltriiiii40‘ :I '• A30 steel 30 MI, 58 kel eA16C 360-10 A.LYNN MILLER,PE Gr.33 Steal Stud 33 MI 45 Ica] )P.E.0 58705 , •- . _ ,, _ . P • _._ _ _ . • _ . . . . _ • , . . , • , :I • . r . . . I . . . . . . " " • . . . . . „ , .. • G sE0 0 j, f i 0 0 1 f j 0 . . .. .1 SILICONE HOT-MELT BUTYL CD ' Alf STRUCTURAL , 2..,- in.s.oi,miT. Rol till1/ N°BE/T1GLASSSTRUCTURAL 111111110.114114%;'4. NOM. SILICONE FOAM 1 3/18"NOM. t 1 POLYISOSUTYLENE WITH DESICCANT •- WITH : 1111 0 60,61,62 0 MUD . EXT.GLASS--I EXT.GLASS , 41141111)111) , PRODUCT REVISED as complying with the Florida Lame GuildMg,Code 1/0"ANNEALED OR HEAT STRENGTHENED GLASS -*--3/18'ANNEALED OR HF_AT STRENGTHENED - -GLASS . NON-No, 1 7-041 1.06 • .00C"PVB INTERLAYER ,300'PVBINTERLAYER Expiration Date 1 2.21/2021 I, WV ANNEALED OR HEAT STRENGTFIENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS .. 5/113'NOM. 7/16'LAMINATED 5/18"LAMINATED GLASS 7116"LAMINATED GLASS , C '\--INT GLASS INT,GLASS Ety . . 11/11anc-D..a Product Control Q KODISPACE (,-.)SUPER • . . ".---'4SG TPS "SPACER®NXT T" 1 3/24/17:NEW SHEET EXTERIOR INTERIOR (ALL SECTIONS) , ALUMINUM ' CO 0 j, [ i 0 CD JrI 0 ,. REINFORCEMENT poniso_ ..4, BUTYLENE ,., , DESICCANT FILL AREA 5/18"NOM. 111 > CL CO muff 171 0 . : cam .7 q; C312) I filial i I BUTYL& SLIT NOM. sEAL Ilfril,00.110' SILICONE SEAL C2I 1.0 to we 0 cp . r. 1/2"NoM. ROLL-FORMED 1 CD Pi - GLASS BITE IIID trio 1/2 NOM. Pll GLASS BITE DESICCANT--. ?... FOANI STAINLESS STEEL • 91 g 6 re ca z ••,- . co co t ENT.GLASS EXT.GLASS 4 ' 0 ELI§ :q Z t il 't • x lir t•-• E.2.1- .. 66,67,88,69,70,71 72,73,74,75,76,77 / 1 •111 E1410 UV ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS l'Ef.>...- 12 - ELI MO'PVB INTERLAYER 1/6"ANNEALED OR HEAT STRENGTHENED GLASS 5/18.LAMINATED 6 .090"P1/13 INTERLAYER 1.0 3/10'ANNEALED OR HEAT STRENGTHENED GLASS semi 7/16'LAMINATED . /NT.GLASS INT.GLASS 0 •g ,-z & w ,- d MI 5/16'OR 3/6'AIR gPACE . "'-' 3/16'OR 1/4'AIR SPACE -,;)DURASEAL® o num 67;,)XL EDGE TM VW OR 3/10.ANNEALED OR TEMPERED GLASS 1.111.11111 1/8"OR 3/16'ANNEALED OR TEMPERED GLASS 'SPACER "SPACER cc . 13/19'NOM. 13/10'NOM. g E ioxo9 . . 13/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAMI laGLASS W/7/16"LAMI . [PM" li 9 0 TABLE 3: GLASS TYPES: • o R Part(' Description Material . -t>I- IS . .- A.5/16'LAMI-(1/8 A,.090"PVB,1/8"A) -• _ .. B.5/16"LAMI-(1/8"A,.090"PVB,1/8"HS) 85 Kommerling 45G TPS Spacer System . 2 2 . C.5/18"LAMI-(1/8"HS,.090"PVB,1/8"HS) 86 Quanex Super Spacer nXT with Hot Melt Bulyt See thi6 s —. a 7/16"LAMI-(3/16"A,.090"PVB,3/16"A) Sheet for L E.7/16'LAMI,-(3/16"A,.090"PVB,3/16"HS) 87 Quanex Duraseal Spacer Materials F.7/16"LAMI-(3/16"HS,.090"PVB,3/16"HS) BB Cardinal)/L Edge Spacer - $A.S.',•oc EN.k•'-4"...e.,"...".. eau o.r: G.13/16'LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5/16"LAMI-(1/8"A,.000"PVB,1/8"A) REFERENCE TEST REPORTS:FTL-8717,8968&8970 x\iiollitit,, H.13/16"LAMI 13-1/8"05 3/15"A(MIN.),5/16"OR 3/8"SPACE,5/18'LAMI-(1/8"A,.090"PVB,1/8"HS) ' , ,N,‘‘o'‘. ........47/1, i I. 13/16"LAMI 10-1/8"OR 3/16"A(MIN),5/16"OR 3/8"SPACE,5/6"LAMI-(1/8"HS,.090"PVB,1/8"HS) . J.13/16"LAMI 13-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16'A,.090"PVB,3/16"A) -:.:'•• ..." . • K.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.0130",3/16"HS) •• No.58705 L. 13/18"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1(4"SPACE,7/16"LAMI-(3/16"1-15,.090",3/16" z*HS) : _ : *: , .---• 0 . . ....:.-a• , . •h•, • FOR INSTALLATION IN THE HVHZ ABOVE 30 . -r.,./.'• ATE F • ••: FT,GLASS TYPES G L L SHALL HAVE A -..a..%.- ••••• ••,. .01110;‘,.../. • TEMPERED I.G.GLASS CAP.BOTH THE DP AND • I -MAL. ••••,0-, ' ANCHOR QUANTITY REMAIN UNCHANGED, /'fIllrimIl‘' . . . . ' A.LYNN MILLER,P.E. "PVB"=KURARAY TFLOSIFOL°PVB INTERLAYER P.E.058705 1 . ' , . . • . . . . 1 . . . , . , • , . . , . . . . , • . 4 27 3/8" • 27 3/8" 27 3/8" . — MAX.DLO --►= 54 5/16"MAX DLO FIXED -•- MAX,DLO —.--- MAX.DLO VENT VENT FIXED - D D ia phi"x` ' ,- k'u �. x..Z`—F7 - tt^'+ 'OL ,�. 'i ct 67 TI•r "t.1,,..' .t�r�-r 7i3. 1 I m B B B i B PRODUCT REVISED • • an complying wIth the Florida Building Code , HOA.-No. ' 17-04't'i. .. / / 1 / Expiration Date'!2(291Z021- ZBy Iniam oa n Product Control X O x X o x 324/17:NO CHANGES THIS iSHEET. I CO z • • i110"MAX.WIDTH I.F.FRAME - I !I- 86 7/1r MAX.WIDTH I.F.FRAME --I� r r " 111" MAX.WIDTH RANGE FRAME 86 7/16"MAX.WIDTH FLANGE FRAME L9 v s r o m 8 E co N DETAIL S-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) z w v. • SLu ct ea U H W z c ''< OQ. °° nv NOTE; no tuw 33 9/16"MAX. 33 9/16"MAX. 1.SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, o • F a .- • �.— DLO FIXED c____... _ DLO VENT - .- I_ r z w iz o •. 1 '- �+( cc s...11;•-,S 63"MAX. SEALANT OR GASKET �f® g Pow • — — — `'4, FLANGE AT HEAD AND SILL " " 1' z0 co A I '1 A FRAME ALL a z °"� M��� CONFIG. T) L s c 57 3/8" // / 56' ,,.. • MAX. / / MAA. r' Q .& DLO ALL / I DLO ALL 14111 �I.F.FRAME � � �, x FIXED VENTS •62 "MAX. -4111 _ Aid Ta ++'}08 LITES ►F FRAMELy �iltiilrrrrrrr O ( X11M- `�QNY LYNly�ff.,� • CONFIG. ��il „,,„,.1,,,...vi 6^ . GENS .* No.58705 •� ,1 \✓ 41110 FLANGE FRAME r�• `23 Q7.. :'r 73”MAX.WIDTH IF,FRAME ,'�S�/ANAL � �1 74'MAX.WIDTH FLANGE FRAME .- VIEW D D (FRAME CORNER CONSTRUCTION) • A. 111i+`� DETAIL A-OX OR XO • A.LYNN MILLER,P.E. P.E.p 68705 j • ' . . . . . . - . . . . , ' • • . , . . . , . . INTERIOR 0 0 0 0 . . • 0 . , • 0 i-T.---=,-- i i ----i._ 11 6-ir'..-:.--- ...,----=---•_:_.----armm , .. . se vi, ,,Eiliwir AT lump:nett 0 .. EXTERIOR it IIIIIMIrri/j1111 INTERIOR IIIIIII IININ, I ±.U --- ...----ri.--i—. -07.1 1 •,,.*.:-111, 1 iraiiii_ ii_wi: mia,......,„ iiii imimai . ,aptydotipizgeR4IfittE2.0d.. frii,dirwil 0 MAX.VENT DLO I - MAX:FIXED DLO —..-1 MAX,VENT DLO ExptratIon Date 12/2112021 I . •ay ,...._ __ I 1 MAX.WIDTH(FLANGE FRAME) . , , Miami- Product Control EXTERIOR 0 SECTION 13-6 0 3f24/17:NO CHANGES THIS ' (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) 1 SHEET. . • , ' MAX. INTERIOR 0 0 1 ' . ® 0 0 . ci ,... .:=, R X I z HEIGHT 4 .p, g 1 11 . FLANGE mAx. 111 kill 11 7.7.7... ....... .7. 0 tr4 1 • 8 . t9-`-. ,Lly FRAME VENfT Pa DLO lli ill) / / 7 ininnionm 134 0 ylii 9 cit T.-. 0) csi 0 .4 ffi 4 Z co =u,VI- 0 MAX, 1 DLO o c-- - __ FIXED _4" aikki-2 Iiir2' rill aat ,-- .4- E - z I— ,9.. .?... 8 0MAX.WIDTH(IF.FRA 1*-- MAX.FIXED DLO • 1 ME) MAX .VENT DLO . UP 1--' 0 z o ..,, i I EXTERIOR SECTION A-A ® " / 0 (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) . l A Atil ' 0 EX0TE0RIOR ,_pk_i_oIkl,in,tylh4.t,~iriio.. 430 ) 0 • INTERIOR EXTERIOR C.) 0.„.1. „ „,,u,_ tc6Fo4,ic_Lo-c-,).0lI 2, .c..:arXFc,*P--4•S. 1i4'i1 • ' 1 I I 1 19-1 r:...,...•ofer"---1. , _.-- , - J i CO 0 VI • '":,,,0*. S ATE :4,,...- .' I 13.:(2*.•:-.f.t.ORIOP-.•--'0. 0' SECTION C-C 0 SILL HEAD ' litAIIILIVI 1 (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F.FRAME) ZtilP.E.14687o5 P.E. . - . . ' • . '1 . . . • „ , , 4 ; . . ' • , ' . . • i :, . . .. .. i TABLE 4: 1TEM DWG11 REV DESCRIPTION MATL PGI# LIEN:DWG#REV! DESCRIPTION ' I MATL I rciti . 1 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237 66 CLA SS,13/16"LAMI IG-1/8"A(MIN.),3/8"A IR SPACE,5/16"LAMI(I/8"A,.090 PV13,1/8"A) . • 2 4025 SASH STOP_ISTD.)(ANTI LIFT CLIP) 6063-T5 AL 612244 67 " 13/16"LAMIIG-1/8"A(MIN.),3/8"AIRSPACE,5/16"LAW(1/8^A,.090 PVB,1/8"11B) 3 #8X 3/4 PH.PAN HEAD 7834AA 68 '' 13/16"LAME 1G-1/8"A(MIN.),3/8"AIRSPACE,5/16"LAM(1J8"13B,.0913 PVB,1/E115) • 4 4053 SASH STOP ODVER(SA SH STOP) 6063-T5 AL 69 " 13/10 LAMIIG-3/16"A imix.),5/16"MR SPACE,5/I 6"LAMI(1/8"A,.090 PvB,I/8^A) 6 4136 FLANGE FRAME SILL 6063-T6AL 64136 70 . " 13/16"LA MI1G-3/16"A(M111.),5/16"AIR SPACE,5/16"LAM](I/8"A,.090PVB,13,1/8"1-1S) • .,. 7 -4137 SILL ADAPTOR • 6063-T6 AL 64137 71 " 13/16"LAMIIG-3/16"A(MTN.),5/16"Am SPACE,5/16'LAM](1/8"11S,.090 PvB,1/8"13S) , . 8 _ 41.31 ROLLER MACK 6063-T6 AL 64131 ' 72 " 13/16"LAME IG-1/8"A(MIN),1/4"AIRSPACE,7/16'LAMI(3/16"A,.090 PVB,3/16"A) PRDDLIoT REVISED as complying with tho Florida 10 71298 WEEP HOLECOVER „POLYPROP. 71298 73 " 13/16"LAMI IG-118"A(MIN.),1/4"AIRSPACE,7/16"LAMI(3116"A,.090 PVB,3(I611S) Building Code Nost-r40, 17-0411.0 6 12 1626 ADBBSTVE OPEN CELL FOAM PAD 7PAD1626 74 " 13/16"LAME IG-1/8"A IIN.,1/4"AIRSPACE,7/16"LAM! /161-15.090 PVB 3/16"HS 75 " 1.3/16"LAMI IG-3/16"A(MIN.),3/16"AIR SPACE,7/16"LA191.1(3/16"A,.090 PVB,3/16"A) Expiration Dato1212112021 13 4002 A FLANGE FRAME IAMB 6063-T6 AL 612225 . 4 - , 76 " 13/16"LAMI IG-3/16"A(MIN),3/16"AIR SrACE,7/16"LA.MI(3/16"A,.090 PVEI,3/16"HS) By ,...../..---- 14 4134 GASKET FOR MAINFRAME SELL MINT , 74134W/IC77 " 13(16"LA M1IG-3/16"A 104.,3/16"AIR SPACE,7/16"LAMI 3/16"EIS,.090 PVI3 3/16":• Nliomi-7 o Product Control 15 , 1155 #8 X 1.000 QUAD PN,SMS 781PQA 90 1014 Ng DU 81:i)• Og.&Vat) 3105-1114 AL 16 , 4110 G SCREEN ADAPTOR • 6063-T5 AL 64110G 91 1630 4,0150 WS..1 la r• f, io r POLYPROP. 3/24/17:CHANGIED GLAZINO 17 4054 13 FIXED MEETING RAIL 6063HD-T6 AL 64054A 92 1631 orica• irs,i,c Ar• /or$ 40 a" POLYPROP. 1 SILICONE. 19 4 4066 4 WSTP.,,187 X.230,FIN SEAL 64066G 93 1073 SCREEN SPRING _1111EMMI ••, 21 4105 SASH TOP&BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPLINE-.135 DIA.FOAM EM PVC I. 22 1683 WSTP.,_250 X 270 BACK,FIN SEAL 61683G 95 ]635 SCREEN SPLINE-.135 DIA.HARD EM PVC . . 23 225-1 ROLLERHOUSING&GUIDE 42112111) 96 ' SCREEN • CLOTH . .... u) '....li .. . 24 226 BRASS ROLLER WHEELS , BRASS MAW HL2 . , Ea - Cli. 8 • 29 4128 HORIZONTAL ROLLER SA Sli TOP GUIDE POLYPROP. 44128N . >-'ff-..' .r.a 0 F_ - 2.710- ,- 0 32 4006 D SASH MEEII -- NGRAIL 6063HS-T6 AL 64006 r-- ' 0 33 „ 1235 WSTP.,.170 X.270 HACK,FIN SEAL 675160 _1_., . 35 1096 SWEEP LA TCH DIE-CAST 71096 2 i al,- V?. I- 36 1016 #8 X.625 PH FL SMS 7858• - 0 2 g o'i • 37 4126 SASH @DERAIL 6063-T5 AL 64126 ' Ill! u..;-- 2.624 0 38 1683 WSTP.,250 X 270 BACK,FIN SEAL 61683G r-> ; . 1 39 7070 BULB WEATHERSTRIP.187 X.275 67070K 1 . 1 .062---.-- :2 zE.,-' . 11- • 40 LIFT RAIL COVERCAP 74078"C'L ORR 41 4139 IF.FRAME HEAD 6063-T6 AL 4 64139 42 4140 LF.FRAME SILL 6663-T6 AL 64140 . I.F.FRAME HEAD M 43 4 4141 LF.FRAME JAMB 6063-T6 AL 64141 #4139,6063-T6 a' z . 50 GLAZING SILICONE,DOW 791,899,995 OR GE 7700 51 1224 VINYL GLAZINGBEAD BULB(THICK) 61.1' W 247W,K , < re S u. 0 CO 52 1225 VINYL GLAZING BEAD BULB(THIN) 6TP248K r) 53 4039 B GLAZINGBEAD-5/16" 66S3-T5 AL 6403913 2.704 I . 54 4044 II GIAZINGBEAD-5/16"WA:RILL KIT 6063-T5 AL , 644703 r3 < a 55 4222 A GLAZING BEAD-7/16" 6063-T5 AL 64222 • .062 3.152 WU ' t:1 rsPrS . ' 56 985 C GLAZINGBFAD-7/16"W/CIRILLKTF 6063-T5 AL 6985 own , '.. 59 4067 CiLAZING BEAD-13/16" 6063-T5 AL 64067 , ' .062 -.-- `‘‘04:?,.1YNN;fi"0 : 60 GLASS,5/16"LAIC(1/8"A„090 PVB,1/8"A) -.---1.988--,-- -a ‘,...` ,x.... ........0 ,,,., ,. ,-4:: ocENsk- -..e .., •.; 61 " 5/16'LAMI(L/8"A,.090 P113,1/8"BS) ..'.-P 62 " 5116"LAMI 0.18"HS,.090PVB,1/8"HS) ® I.F.FRAME JAMB , . _,_ ....i• It'i - : No 58706 :."-.*: ' *::: - = : : I , 63 " 7/16"LAMI(3/16"A,.090 PVB,3/16'A) #4141,6063-T6 . , 7-.•-0 .. ii,r:,,--: - 64 " 7/16"LA.M1(3/16"A,.090 PVB,3/16"1LS) -73 ' 6 S -:-. % g7- 65 " 7/16 LAMI(3/16"HS,.090 PvB,3/16"HS) - 2.710--- *.*:'495t9,1',\CI\•'' ® I.F. FRAME SILL 1 /ONAL ' `' ‘.., s 1 . 1l-4140,6063-T6 A,LYNN hol-LER,P.E. 4 • P.E.t450705 i . ... - _ . • - I -- - • _ . • -.-- _ , . • ' . . . , ' . . . ,. - . . . ., . • • 0. 4''' . , . . i. . . c ' ' i '. • ,. ' . - • , • ' , . , . . , . , . .062 -..- 1.187 . . i . 1.1:73 .062-.- 3.152 062 10 ' 1.i73 -1- . . PRODUCT REVISED , . . . 040 as complying with the Florida _ . . • . Building Code .738 NOA-No. 17-0411.06 . .. i i Expiration Dato12/21/2021 2.710---.- k 2.710--.--1 1--*-1.443-.-- Miami-Oa roduct Control ( ) FLANGE FRAME HEAD 0 FLANGE FRAME SILL ® FRAME SILL ADAPTER . 0 SASH STOP COVER . 114102A,6063-16 #4138,6063-T6 #4137,6063-16 #4053,6063-15 3124117:NO CHANGES TFIIS I SHEET. • . . F 2.784---,-- • co F x I i ,...._,__ E.062 . 1.187 I- , . ,., , U g t, .490 fl1 .437 .0621.363, . , 0„_, 0 I ..-1.46 .e] 4 - 1.403---1 . f .062 >-(Z. .m. 0 (.9 C,I R ce ;1.7 Si SASH STOP #4025,6053-15 • . 0 HORIZ.ROLLER TRACK ® FIXED MEETING FAIL z u••to . z — FLANit4G0E02AFRA,606M3_ETOJAMB #4131,6063-T6 #40546,606380-T6 0 , • .`-'i 22. 8 if; ,_ _ • L., 0 • . 0 . 1: xi1082 2-t9 1111___ . . 1 0 .062 2.226 1.1'83 1.187 1.249 r.050 i ::7 i out:158111:,,,,, 7 0 Z i •---i. 1.062 11 „ FL 878 U. 0 '..j ' • --1.3413-.-- -.-1 1.081 I— I-+-1,291_, L ,. .. g •9- . • 1.096—I --I t cd cr fr. 21 SASH TOP&BOTTOM RAIL 0 SASH MTG. RAIL @ SASH SIDE RAIL. 0 GLAZING BEAD,5/16" o •a 0 . #4105,6063-15 #40060,8063HS-T8 #4125,6063-15 #403913,6083-15 .oci .. . .050 i i f f 'Ss.\1:,•-•-• * *.'••/e /'. . Fth,....__1. .678 FL.678 .683 - •-.050 .Z• '-.- 'Si., S.-... . ' - .050 .050_.....6 .678 1.096--I--.---..-1 T 1.115__I --1 1 i . 1.097 - i ,-;;', -23 (7.. ..„,ccf , s GLAZING BEAD,5/16" 0, GLAZING BEAD 7/16" 56 GLAZING BEAD, 7/16" C) GLAZING BEAD, 13/15" ..:-0„.. ATE F ,Q,7.-.;• ?, #404413,6063-T5 #4222A,6053-15 #985C,6063-T5 #4067,6063-T5 (USED W/GRILL KIT) • (USED WI GRILL KIT) ..,,,tS'.0 ......•,,.-.00-...` ',, /ONL- .C"., ‘‘s ,1111u10-‘ A.LYNN MILLER,RE. - P.E ii 58705 • • -- - ._ _ _ - .. . - - -,•.,,_ „ _ =___z___ __ • • . . • . . . • . , . • • I ' , ;I SEE ANCHOR TABLE,SHEET 1 SEE ANCHOR ISEE ANCHOR 2x WOOD BUCK, NOTES: TABLE,SHEET 1 F TABLE,SHEET 1 NOTE 1 1 3/8" :. SEE ANCHOR MIN. 1,WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS • • .-. � WHOSE TOTAL THTICIKNESS IS LESS THAN 1'I!2". lx WOOD BUCKS ARE OPTIONAL IF lx WOOD ' •. a•• "'• TABLE,SHEET 1 r� UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS BUCK, "" I } �1 DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE NOTE 1 OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY • Iimiw : 8 y =_ 1} HAVING JURISDICTION. PRODUCT REVISED lin 1/4" I in7, 114" J as cooplying with the Florida -_- MAX. MAX 2.FOR ATTACHMENT TO METAL:THE METAL STRUCTURAL MEMBER SHALL BE OF A Building Code SHIM SHIM SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN NOA-No. 17-0411.06 SEE ANCHOR SEE ANCHOR IN THESE DETAILS FOR 2x WOOD BUCKS. Expiration DDaa�t,,12/21/2021 TABLE,SHEET 1 TABLE,SHEET 1 INCLUDING BUT NOT LIMITED TO STEEL THAT COMEINTO ByMiami--o Protluct Control DETAIL A DETAIL B 3.MATERIALS, SCREWS,CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF / TYPICAL FLANGE FRAME HEAD SECTIONS FLORIDA BUILDING CODE. 324/17:REVISED NOTES TO 4.0.131"DIA.MIN.X 2 1/2"NAIL AT CORNERS AND 5"O.C.TYPICAL DETAILS G,Fl&I. I COMPLY WITH NEW 1/4" ANCHORAGE ADDED NOTE 4. MAX.---- — 4 . SHIM 1 3/8" 1/4"MAX SHIM---.I I+I SEE ANCHOR INTERIOR o Y = MIN. TABLE,SHEET 1 W $ t1 N •;a (JAMB DETAILS E,F&I) > - c� �m EXTERIOR 2-1/2"MIN.EMBEDMENT E .i o p • ON r2 1 " OXC SEE ANCHOR 113 1 SEE ANCHOR 1111..;....::-.: .1 I •,, ;, �� fi o 7,-,.- 8.1 TABLE,SHEET 1 1 TABLE,SHEET 1111 ' -'• EXTERIOR INTERIOR Z All SEE ANCHOR' 11 �. a. SEE ANCHOR (HEA &SILL DETAILS A,B,C,D &H) � =w U Rr TABLE,SHEET 1 TABLESHEET1ISMIM «� Z 7�� A r SEE NOTE 4--�---: Z. re 2x WOOD BUCK,NOTE 1 lx WOOD BUCK,NOTE 1 5/8"MIN.EDGE $ DETAIL EDETAIL Fo } ° N TYPICAL FLANGE FRAME JAMB SECTIONS — EDGMINImmoS F 3 i 07 SEE ANCHOR SEE ANCHOR DETAIL H (HEAD) 41 TABLE,SHEET 1 TABLE.SHEET 1 J _.. . , �^ o o G. N. g „., th- ,.., 0 ..., ., rill 1 1/4" 1l4" • rillif MN. =RI mY13 MAX. , illi 11111iinnri//q SHIM �lirli 5HIM� �s! III: `,''• x\C YLYNN �.,,,,.1 �V`k1� C—"'-—' 6/B"MIN.EDGE _ `•�' Na.SB705 `0 /�� 1 .?�� 't.1GENy� . t = SEE NOTE 4T••' t -.. .. wTABLE SHEESEE TI p �1 318 MIN. Imo_ _*' *- SEE // — ..6 _ 2-1/2"MIN. SEE NOTE 4 ����'tr,ANCHOR_/ + ma.... _ EMBED =p'.. s a1ZETABLE, SEE ANCHOR . e • �� �� 2x WOOD SEE ANCHOR TABLE,SHEET 1 '' cs''• 9RIOP'''0' -S'L.: SHEET 1 TABLE,SHEET 1 BUCK, 2-1/2"MIN.EMBED 'i • EN DETAIL C NOTE 1 DETAIL D DETAIL G(SILL) DETAIL I(JAMB) rs oNAL 10 iiiinnll` TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS A.LYNN MILLER,P.E P.Ev ee705 1 • _ 1 • , TABLE 5: TABLE 6: TABLE 7: - Maximum Design Pressure,DP(pet) Maximum Design Pressure,DP(psf) Maximum Design Pressure,DP(psi) GLASS TYPES: XO or OX .XOX,1/3-113-113 X0X,1/4-1/2-1/4 A.5/16"LAMI-(1/8'A,.090"PVB,1/8'A) Derail Osamu Glass Type Overall Owren Glees Type there!' owmll Qlacc Typa B.5/16"LAMI-(1/8"A,.090"PVB,1/8'HS) 0NId11, Halghl• NB,G,H 0,0,E,F,I,J,K,L Width Height A,0,0,G,H,I D,E,F,J,K,L Width I-WOW A,B,G,H C,1 D,5,F,J,K,L C.5/16"LAMI-(1/8"HS,.090"PVB,1/8"HS) . 37' +75,01-75.0 +75,0/-75,0 48' +00.01.80.0 *76.0/-75,0 531/8' +60.0 -60.0 +B 0 50,0 +7501•750 D.7/16"LAMI--(3/16"A,.09D"PVB,3/16"A) 40' +75.0!-75.0 +75,0/-78,0 63-1/8• +60.0/-80.0 +75,0/.76.0 60' _ +50.0/-60.0 +60.07-60,0 +76.01-75.0 E.7/16"LAMI-(3116"A,.090'PVB,3/16"HS) - 53-I/8' *75,01-75.0 +75.01-75.0 60' +80.01-00,0 +75.0/75.0 74' 400.0 7 4300 +60,5/-80.0 +75,0/•75.0 F.7/16'LAMI-(3/16"HS,.090"PVB,3/18"HS) - . 60' 28" +75,0145.0 +75,01-756 BB• 20' +60.0/-60.0' +75,0/-75,0 114' 25" +80.01-60.0 400.01.60,0 +70.0/-75.0 G.13/16"LAMI IG-1/8"OR 3/16'A(MIN.),5/16"OR 3/8" 60' .+75.01.75.0 +75.01.75.0 74' +00.0/-60.0 +75,07-75.0 BF +000/59.0 401607-60.0 +75.0/-75.0 SPACE,5/16"LAMI-(1/B"A,.090"PVB,1/8"A) PRODUCT REVISED 72' *75.0/-75,0 +75.0/-75,084' +60.01-60.0' +75,0/-75.0 100-3/8' ' +80.01-60.0 +60.0/430,0 +75,0 1-75,0 H.13/16"LAMI IG-1/8"OR 3116"A(MIN,),5/18"OR 3/8" as complying with the Florida 74' +75.07.75.0 +75.0/.75.0 - 88-71ie' +60.0/-00.0" +75.0/-75.0 188' +50.07-50.0 +30.07-00.0 +75,01-75.0 SPACE,5116"LAMI-(1/B"33,.090"PVB,1/8"HS) • Building Coda 37' +76,0/•75.0 +75,0/-75,0 40' +30.01-60.0 +75.0I-75.0 111' *60.0(-00.0 +80.0/-60.0 +75.0/-75.0 I. 13/16"LAMIIG-118'OR3116"A(MIN.),5/18"OR3/e" NDA-No. 17-0411,06 ' 45' +75.0/-75.0 +76.01-75.0 53-1/8' +60.0/-60.0 +75,0/75.7 53-1/8' +60.0/430.0 +60.51.60.0 *75.07-75.0 53-170' +75.0/-75,0 +75.0/-75,0 80' +60.07.60.0 +7533!-75.0 80' +00.07.0.0•+0001-60,0 +75.0/-75.0 SPACE,5/I6"LAMI-(1/0"HS,.090"PVB,1/8"HS) Expiration Dat,12/21/2021 -- 60' 30' +76.0/-75.0 +75.07-78,0 - 68' 36' 480.0/-60,0 +75.0/-76.0 74' +60.0/40.0 +00.0/-30.0 +75,0/75.0 .1.13/16"LAMI 10.1/8"OR3/16"A(MIN.),3/18"OR1/4" . ' • +60.01410.0 460.01-60.0 +75.01-75.0 SPACE,7/16"LAMI- 3/16"A,.090'PVB,3/16'33 By._ 65' +75.01-75.0 +75.01-75.0 74' +80.01-60.0 +76.01-75.0 8438' - ( ) Mlam a Product Control 72' +75.0/.75.0 +7507-75.5 Sc +003/-60.0 *75,0/-75,0 00' _ +60.0/.600 +60.0/-00.0 +75,01-75.0 K.13/16"LAMI IG-.1/8"OR 3/16"A(MIN.),3/16"OR 1/4" 74' +75.0/-75.0 +76.01.76.0 88-7/15' +60.0155.0 +75,07.75.0 lama' +60.01-60.0 *80.07-60,0 *75.0/-75.0 SPACE,7/16"LAMI-(3/16"A,.090'PVB,3116"HS) 37' +75.0/.75.0 +78.0/-76.0 48' . +00.0/50,0 +75,01-75.0 toe' +00.0/-00,0 +00.0/-60.0 +75.01-76.0 L. 13/16"LAMI IG-iia"OR3/16"A(MIN.),3/16"OR114" i 3/24/17:UPDATED TABLE • ' 4B' +76,0/-7E0 +75,01-75,0 53-1W +00,0/50,0 +75,0/•75.0 111- +80.0f-W0 +BOO 7.80,0 +75,D/-75.0 SPACE,7/16°LAMI- 3116"HS,.090"PVB,3/16"HS 53-1/B' +75.0!•75,0 +75,0/-76,0 BP +60,0/430.0 +76,0/-7E0 53.1!8 +00.0/•80.0 400.01-00,0 +75.01-76.0 ( ) 60' 56.3/8' +75.0/.75.0 +75.0 7.75.0 80' 38-378" +60.01.60.0- +75,01-75.0 83' +600/-60.0 480.0 7-60.0 +75.01-75.0 . ea' +75.0/-75,0 +75.0I-75.0 74' +00,01-60.0 +75,0/-75,0 74' +50.0/-60.0 +GOO N-60,0 +75.01-75.0 , • 64' +00.01-6Q.0•+60.01.80,0 775.01-75.0 07 '_ 72' +75,0/-760 +75.0 7.75,0 84" +60.014 0 +75.01-75.0 38370' (0 , • 74' +75.01-75,0 +75.0/-76,0 88-7/16' +60.0(-60,0• +75,0/-750 B6' +60.01-60.0 +60.0150,0 *75.0/-75.0 µl d C' R 37" +7501.75,0 +76.0/•76,0 q0.' +fi0,3/-6O.D +75.01-75.0 108.310' *60,0/50,0 +60.0150.0 +75.0/-76.0_ 3 • 48' +75,01-75.0 +75.0/.75.0 53118' +00,0 150.0 +75,0/-75.0 108' +80.01.80.0 +00.0/-60.0 0760/-76.0 111' +00,0!50.0 *fi0,0150.0 +75.01-75.0_ 53-1/8' +75.0/-75.0 +75,0/.75,0 60' +60.01-60,0 +75.0/-76.0 } g+ W*0 p O 53.7!0' +fi0.0 l 430.0 ♦60.0 f 5(1.0 +76.01-75.0 2 60' 48' - +76.0/-76.0 +75.0/-76,0 56 - `40' +00.0/-00,0` +76.0/-75.0 - C7 N 6D' +50.0!-600 +60.0150.0 +75.0/-75.0_ rn. 6B' *75.01-75.0 +75.0/-75.0 74' +80.0/50.0 +75.01-75.0 OJ 8 to N 7q• +60.0/-6D0 +60.0/50.0 +75.0!•75.0 72' +75.01-75.0 *75.01-75.0 64' 480.0!50,0 +75.0/-76.0 04' 48' +50.0/-60.0 +0001-60.0 +750/-75,0 z Ld_L Q ,W, 74' +75.01.75.0 +75.0/-75.0 85.7113' +00,01-600 +75.0/-75.0 g� +G0.0/50.0 460.0!53.0 *75.0!-75.0 • Z Uj r 1- 37' 475.017E0 +7E0/-75.0 dB' +00.0150.0 +75,01-75,0 100310' +60.0!50.0 +600/-60.0 +75.0/-75.0 O U o' 6 U 48' +75.D/-75.0 +75.0/-75.0 53-1/8' +60.0/-60.0 +75,0/-75,0 W-m 0 j ¢ 0.V, q+ 108' +60.0/-00.0 +60.0150.0 +75.01-76.0 1-Z V c D. 6}t!B' +75,07.76.0 +75.07.750 80' +60,0/-00,0 +76.0/-75.0 111- +00.0/50.0 +000/50.0 •75.01.76.0 p - g0,110 69' 50578' +75.0/•75.0 +75.0/-75,0 33' 50-5/8' +00,0 7-00.5 +75.01.15,0 534/8•" +000/40,0 +60,0/50.0 +71://.75,0 -N-Z� a 68' +75,0 1.75.0 *75.0!-75,0 74' +80.0/-60,0 +75,0/-75,0 60' 460.0/430.0 +000/•60.0 +75.07.76.0 '" ,-- 72' +75.0/-75.0 +75,0(-75.0 84" +60.0/-60.0 ' +76.0/-75.0 74" +60.0/-00.0 +80.01-60,0 +76.01-75.0 $ - O Li. 74' +76.0/•75.5 +75.0/-75.0 05.7/10-_ +50.0/50.0 +75.0/-76,0 84' - +60.0(50.0 +63.0/50.0 +75.0/•76.0 , 37' +75.0/-78.0 +75.01-75.0 40" ' _+50,0/BOB +75,01-75,0 95+ _ 50-5/8 +60.0/-60.0 +60.0/800 +75.0/-75.0 [K '4B' +75.01-75.0 +75.0/-75,0 53-1/8" +00.0150,0 +75,0/-76.0 138318' +60.0/40.0 +80.0/-60.0 776.0/-75.0_ W /aorrs , • 53-1/64 +75.0/•75.0 +75.01-75.0 60' +60,0/50.0 +75.0/-75.0 100' +60.0/50.0 +00.0/�.0 775.01-75,0 ® 0' /-. 2 60' 64' +75.0/-75,0 +75.0/-76.0 56' 64' +80.0/-60.0 +75,0/-75.0 111' - +000/.60.5 +00.0/50.0 +75.0/•75.0 cd, MI B ZO D 66' +76.0/-75.0 +75.0/-75.0 74' +60.0/50.0 +75,0/-76,0 53-1/8' ' *850/40.0 +0001-60.0 +750/-75.0 N rn Z 72' +75,0 7.75.0 +75.01-75.0 84' +50.0/80.0 +75,0/-75.0 6(7 +00.0/40.0 +80.0150.0 +75.01-75.0 W .605 74' +75,0/-75.0 +75.0/-75.0 55-7710' +80.0/4300 +75,01-75.0_ 74' +00.0 7 50.0 +60.07-80.0 +75.0/-75.0 liptill 0 o 37' +76.0176.0 +75,01-75.0 40' +80.0/430.0 +75,0/-76,0 - 34' +80,0/-00.0 +60.07-60.0 +75.0/-75.0 O SO Z o '4B' +75,6/-76.0 +76.0/-76.0 53-1/B' +00.0/.67,0 *76,0/•75.0 B6• 64 400.01.00.0 +80.01-60.7 +75.01-76.0 qCD Fr ) 53-1/8" +75,0/75.0 +75.0/-75,0 O0' +00.0/-60.0 +75.01.75.0 1003/0' +60,0/-60.0 +00.0/.60.0 +76.0!•760 0 � 0 _ 00' 50' +75.0 7.75,0 *75,0 7-75.0 66' 60' 460.0/50.0 +75.01-75,0 108' 400.0/-60.0 +600/50.5 +75,5/-75,5 01 86' +74.2/-74.2 +75.9/•751/ 74' +60.0 I-60.0 +75.0/-75.0 111' +69.5/-69.5 +00.0/-60.0 +75.01-75.0 ' 72' *60.0/430.8 *75.07.75.0 84" +60,0/-60.0 +75.01-75.0 53-110' +50.07430.0 +60.0/50.0 *740/-75.0 NOTES -'xi' "p ... 74' +08.11-60.1 *75.0/-75.0 BB-7(18' +00.0/-00,0 - +76.0/-75,0 60' +60.0140.0 +60.0/50.0 +75.0/-750 . 4B' +75.0175.0 +75.0/-75.0 53-11//6' +80.0/-6D0 +75.01-76.0 04' 6D„ +60.01.60.0 +80.01.60.0 +75.0/75,0 WINDOW FOR III TABLE.DOW ES NOT SHOWN,GOTONEXT LARGER `\�0oN"(LYNN7/j'/,, 531!0' +75,01.76.0 *75.01-76.0 60' +50.0/50.0 +75,0 7.75.0 85' +50.8/50.5 +60.0150.0 +75,0/-75.0 7 ti1j _*"..- 2) ' 60' 83' *75.01-75.0 +75.0/-75.8 00' B3' *60.0/-00.0 +75.0/-75.0 108-310' +552/55.2 +50.0/80.0 +76,0/-75.5 ^. 4ti,•'0CEN,SE'33�� 7 OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN •,c" 68' +7021-70.2 *76.07.75.0 74' +00.0/-00,0 +750/-75,0 108' *64.5154.6 +0001.60.0 +75.0/-75.0 ) ` 72' +88.2/451 +75.0/-75.0 @Q' +60.0/40,0 +75.0/-75.0 111' +53.61-53.5 +69.01-60.0 +76,01-75.0 WINDOWS,SUBTRACT 1"FROM TABLE SIZE DIMENSIONS. _* No.58705 • 74' +03.61-03.8 +75.Q/75.0 80-7/18' +60.01-00.0 +75.0/-75.0 60-1/8' +30.0/-00.0 *600/50.0 +75.01-75,0 . *= '( FOR ANCHORAGE SEE SHEET 9. FOR ANCHORAGE SEE SHEET 10. 60' +00.0/-60.0 +80,0!-60.0' +75.0/-76.0 3)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS %.-43A...., � ? = S 74' +80.0/-60,0 +60.0(-00.0` +76.01•75.0 TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP. =70 ••, 8� f�-: �_ ' on. 63, *38.01-00.0 +00.0!50.0 +75.0/-75.0 BOTH THE DP AND ANCHOR QUANTITY REMAIN ;��'•,• 5 337E F 'iv E 9B' 4562/65.2 +60.01-60.0 +75.01.76.0 UNCHANGED. ' ' ''•R70RIOl'. Se s'', 100-0/8' +52.3/553 +50.0/50.0 +75,01.75.0 " '"o •""' ‘,..‘0,,,... E 108' +51.7/-61.7 +50.0740.0 +750/•75,0 • /7 UNAl_E 11 { 111' +59.8/50,0 +60.0/50.7 +75,0175,0 4)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. a/LVtlld4di/AR P.E. jC FOR ANCHORAGE SEE SHEET 11. 7,5.6 50705 I 1 ---- - - , • • , . . . • , , • . ' . • . ._ • , _ .. TABLE 8: TABLE 9: Anchor OunnUaes,XO orOX Anchor Gluon Mica,XO or OX TABLE KEY: • •• with Gless1ypes A,B,C,0,ti&I with Mass Typea D,E,F,J,ic a L 0 X . o‘enii Oars3 Anchor Orcup A Anc5olGrotpB Andlor Gimp 0 overall Moran Anchor GYoup A Anchor Group 8 Anallor Croup C 1+02+1 ! 3 --.---ANCHOR QUANTITY PER JAMB lAndh ROAM Hard 6 611 Jamb Heed&Sig Jamb liestle.619 Jolt Me, Nalgill Hood&Sill Jamla Hood 8 Siti Jamb Head 6,SIII i Jamb • 3T' 1+10+1 2 1+02+1 2 1+0+1 2 37' 1+0+1 2 1.C2+I 2 - 1+02.1 2 HEAD AND SILL ANCHOR QUANTITIES 47 I.C:241 2 1.C2.1 2 1.C2+1 2 - 48' 14C2+1 2 IrClil 2 1+02+1 2 A CLIJSTER'OF(2)ANCHORS 53-118" 1+0241 2 1+02+1 2 1+0+1 2 'j1+0+12 2 ' 1+0+1 2 1+02+1 2 CENTERED ON THE MEETING RAIL 60' 2,6' 1.0+1 2 5.0+1 2 1+0+1 2 60" 28' 5.02*1 2 pc2+1 2 - 1.0241 2 66' 1+02+1 2 1+0+1 2 1+02+1 2 es' 1+02+1 2 1.02+1 2 1.0+1 2 PLUS(1)ANCHOR AT OPERABLE PRODUCT REVISED • 72" 2+0,2 2 1+0+1. 2 1+02+1 2 72' 2+02+2 2 1.02.1 2 1,42.1 2 VENT AND FIXED SECTION. (4) as complying with the Florida Building Code , . _ 74" 2+0+2 2 1+02+1 2 1-.02+1 2 74' 2+0.2 2 1.-22.1 2 14,02,1 2 ANCHORS TOTAL AT HEAD AND SILL. NO/4-No. 17-0411.06 . • 37' 4 1+02+1 2 1+0+1 2 1+0+1 2 37' 1+02,1 2 ' 1+0-2+1 2 11020 - 2 _ Expiration Date 12/21/2021 '• 4e" 110+1 2 1+02+1 2 1+02+1 2 40' 1+02+1 2 1+02+1 2 1+0+1 2 (4"MIN.D.C.ANCHOR SPACING) 53418' 1+0+1 2 1+020 2 1+0,-1 2 53-170' 1.02+1 2 11-02t1 2 1+021,1 2 BY /'./...-''''----------. . • 138' 37 - 1+02+1 2 1+02+1 2 1+02+1 2 GO' 30. 1+10+1 .2 1+0.+1 2 1+02.i 2 I-, Miami-13 rProduct Control 68" 1+02+1 2 1+02+1, 2 1+02+1 2 08' 1402+1 2 1+0211 2 1,020 2 1_____1_11 ---.--1 1-+-4”MIN.,10-1/2"MAX. _. 72' 2+02+2 2 1+02+1 2 1+0+1 2 72' 2+02+2 2 1+02.1 2 ' 1*C2+I 2 3/24/17:UPDATED TABLE 4 74" 2+02.2 2 1+0+1 '2 - 1+132.1 2 74' 2.C2-1-2 2 14-C2.1 2 14 C2,1 2 9"MAX.---.... VII 1 ' . 37" 1.,. 1-1 2 1.0.1 2 1032+1 .* 2 97' 1+02+1 2 1+02+1 2 1.02+1 2 -,, X 0 ELEVAllON. 4---6. 1+02+1 2 1.02+1 2 1+02+1 2 46' 1+02+1 2 1.122+1 2 1+C2+1 2 f ___ .53-116' 1+02+1 2 1+02+1 2 1+62+1 2 93-1/6" 1+0+1 2 1+02.1 2 1.-02+1 2 817' 133,5' 1+02+1 2 1+02+1 2 1+62+1 2 ' 60' 30-3/6' 1.C24.1 2 1r.02+1 2 1*021-1 2 MTG.RAIL 8 R• m 13Er 1+0+1 2 10:2+1 2 ' 1+0+1 Z 86' liC2t1 2 1tC2*1• 2 1+C241 2 EXAMPLE CLUSTER W/QTY.OF(2)ANCHORS, 4 1.0 wag ' 72" 2+02+2 2 1+02+1 2 1+021-1 2 72' 2.C2+2 2 1.,C24 1 2 11•024-1 2 2+02+2 2 1+62+1 2 1+0+1 274' 2K6/42 2 1 r-C2+1 2 1.C2.1 2 (SHOWN IN TABLE KEY ABOVE) cl .....:.I . . .1c7 0 - g C' 37' 1+00 02'0 3 1+ 3 1 > r. +0+1 3 37" 1,02+1 9 1+22+1 3 1.0241 3 0 CNI 2 x . 40' '1+,C2.1 3 1+0+1 3 1+02+1 3 Cr 1.10+1 3 1+C:2,1 3 1+02+1 3 0`1. r-- c'') •ro oi 33-118' 1+02+1 3 1.02+1 3 1+02+1 3 514/7 itar:720 2+1 3 14 3 1*C2r1 3 ' _J o 60' 4 111 6:, - I.C21-1 3. 1+0+1 3 1+0,1 3 60" 48 C2 ' 1.4.1 3 1* +1 3 1+C2.1 3 Z u::, .- ..4. -a I 87 1*0.1 3 1+22*1 3 1.C21-1 3 68' 1+00 (LI+7 09 1--- +1 3 1+ 11 3 1+02,1 a c.)0 72• 2+07+2 3 1+02+1 3 1+C2+1 3 72. 2r-C2+2 3 1+C2+1 3 1*C2I-1 3 ' I Y-.2 74' 2+72.2 3 1.0+1 3 1+02+1 -3 74' 2.02+2 3 1.C2,-1 3 14021-1 3 0 WO 7.• 3+1::,.1 . 3 1.42,1 3 1.4:2.1 3 . 37' 1*02.1. 3 1.,02*1 3 1+02+1 3 1:-.: 5 . 47 1.62.1 3 If C2,1 3 1,02+1 3 46' t402.1 3 1+02.1 3 1402+1 3 , N-C'Z .. 8, 531/8" 1.0,1 3 1+02,1 3 1+112.1 3 53.1/8' 1.06•1 3 1.02.1 3 ' 1402+1 3 IL 6.6" 505/8' 1+10+1 3 1+02+1 3 1+0.1 3 02' 60.5/0" 1+0211 3 1+02.1 3 1.02.1 3 060' 0 c:4 CC 1+0+1 3 1+02+1 3 1+0+1 3 68' 1+02,1 3 - 6*0.1 3 1462+1 3 0 --1 72' 2..-. +2 3 1+10+1 3 1.0.1 3 ' 72' 2.03.2 3 1*C2.1 3 1,,C2+1 3 • ' x r.,s @ - . .9 74' 2+0+2 3 1+02+1 3 1+02+1 3 74' 2+03+2 3 1+02+1 3 1.02+1 3 (.0 37' 15 a Z x 0 0 k • 1+1:2.0 3 1.C2+1 3 1.C2+1 3 37' 1+C2.1 3 1.C2+1 3 1.C2.1 3 NOTES NI. 5 N • . 48" .1+0+1 3 1+0+1 3 1+0+1 ' 3 48' 1+02+1 3 140+1 3 , 1+02+1 3 1)WINDOW DP/ANCHOR QUANTITIES ARE I3ASED ON THE ;f, 6 6348' 1.02+1 3 1.02+1 3 :•c2+1 3 53-1(8' 1,:::2.1 3 1+C2+1 9 1*02r1 3 FOLLOWING DIMENSIONS: ....:1111:4:4:: .,..,iic1.ci 5E1 6NI'7'iji Ls.04://70C1.. ."..9....th'c!... * : no' .54' 1+0+1 3 1+0+1 3 4.02+1 3 00 11. 1+03.1 3 14C2r1 3 1*C2+1 3 HEAD&SILL; 10 1/2"MAX,ON EACH SIDE OF t•-• 06" 1+03+1 3 1+02+1 3 1.e2t1 3 es' 1+03+1 3 1.0+1 2 ti C2,1 3 7Z' 2+C3.2 3 1 t-C2.1 3 ' 1.C2+1 3 72'-- • 2.C.3,2 3 1*02.1 3 1+02.1 ' 3 MEETING RAIL CENTERLINE. 10 3/4"MAX.FROM CORNERS. x i 74' 2.,::3.2 3 1.1:2+1 3 1+02.1 3 74' 24 C34.2 3 1.M.1 3 1.62+1 3 JA(VililS: 9"MAX.FROM CORNERS AND 22 1/2" 37. - 1.12+1 3 1.C2,4,1 3 1+C3.1 3 3r l*C2.1 3 1..0211 3 1+02+1 3 . _____. MAX.O.C. 417' 1,0+1 3 1+02,1 3 1+c2+1 3 40' .1+03.1 3 1+0+1 3 1+02.1 3 53-1/6" 1.0+1 3 1+12+1 3 1+02+1 _ 3 * 531/8" 1.C3•1 3 14C2+1 3 1.C.24.1 3 ,,,s'\As(LYNN 'le', on• 0,3" 1+0+1 3 1+02+1 3 1.0+1 3 CO' BO' 1+0.1 3 1+C20.1 3 14C2+1 3 2)FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER •,.,,‘.•Q t 0,•••.........kf ,,, On" 1+0.1 3 , 1+02+1 9 1+0+1 3 er 1+03+1 3 1+02+1 3 1.C2a 1 3 WII'IDOW 84 TABLE. .:.- "i'••• ' •• -:- 7Z' 2+M.2. 3 1+02+1 3 1.4-C2.1 3 72' 2.C3.2 3 I.C-2.1 3 1•FC2r1 3 - ... ,„ :.-/:-• " 3)OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN _ 74' 2+0+2 3 1+02+1 3 1+021.1 3 74' 2*C3t2 3 1.C2.1 3 1.02+1 3 - _ 3r 140+1 3 1+0.1 3 1+02+1 3 ' 37' 1.C2.1 3 1.C2.1 3 1.02.1 3 WINDOWS,SUBTRACT 1"FROM TABLE SIZE DIMENSIONS. 7.--'V i a • - , 413" 1+0+1 3 1+02+1 3 1+02+1 3 48' 1+0.1 3 1,041 3 1102.1 3 7."..73,....* i i 7- !Cr` 531/7 11-C3.1 3 1*C2.1 3 - 1.C241 3 53-1/3' 1.03+1 3 1+02+1 3 1.02+1 3 4)FOR INSTALLATION IN THE HVHZ AeOVE 30 FT,GLASS -.......• Sr TE 0 /W.; -...-"r‘,...,7 ,,.., . Bo,. 63' 11,-,M1-1 3 1+1:211 3 1.C2.1 3 OD' 83' 1+22.1 3 1+02+1 3 ' 1+02.1 . 3 TYPES G-I.SHALL HAVE A TEMPERED I.G.GLASS CAP, ••••:-&ornot•••••••••„: I on" 1+03+1 3 1+0+1 3 1...0.1.1 3 . 60' 1,03.1 3 11,021.1 3 1.-02.1 3 BOTH THE DP AND ANCHOR QUANTITY REMAIN ,,..LS's,,, •••.....• 140„‘.., 1 ,- '1,„ONAL. ce ,,s • I ' 72' 2.0.2 3 ._‘ 1.C2.1 3 1*C2.1 3 72' 2+03+2 3 1.0241 3 1+02+1 3 . UNCHANGED. • _74" 24C3+2 3 1+C2.1 3 1+C2+1 3 74' 2+C3i,2 3 1.02.1 3 1,02.1 3 I'N11601, - 5)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2, A.LYNN MILLER,P.E. P.E.O 58705 . . . • . - - - 1 , -- - - _ - - • . . . ,., ' . ... . 1 , . 1 r . , . ' . ..•, . , , • . , . . . .. .., - ' „ . , . TABLE 10: TABLE 11: Anchor Quantities,XOX,1)3-113-1/3 Anchor Quantilles,X0X,113-1/3-VI TABLE KEY: , : • I with Ghee Types A,B,0,G,Pi&I with Glass Types o,E,F,J,K&L X 0 X , , Ovarall Owra a Anchor Group A Anchor Group 9 Anchor Group C 0,orvir overall Anchor Droop A Anchor Group 13 Anchor Group C • Width 4,110111 Hood A SRI Jamb Head 6 SIB Jamb Hoed 5 512 Jamb 833/hHaigh/ Hood&5111 Jamb Head&SIII Jamb Hood a 9111 Jamb 10=--.--ANCHOR QUANTITY PER JAMB • , . . 48' 1+02+1+02+1 2 1+02+11.02+1 2 1+02+1+02+1 2 48' 1+02+1+02+1 2 1+02+11-72+1 2 1+02+1+02+1 2 . 53-1/8" 1+02+1+02+1 2 1+02+1+02+1 2 1 4.C2.lt C2f 1 2 53-1/0" 1+02+1+02+1 2 1+02+1+02+1 2 '1+02+1+02+1 2- HEAD AND SILL ANCHOR QUANTITIES 80' 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 60' 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 A CLUSTER OF(3)ANCHORS CENTERED - 66" 26. 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 66' 26' 1+02+1+02+1 2 1+02+1+02+1 2 1*021-1402+1 2 ON EACH MEETING RAIL PLUS(1) PRODUCT REVISED . . 74' 1+C2+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 74' 1+020+02+1 2 1+02+1+01+1 2' 1+02+1+02+1 2 - ANCHOR AT EACH OPERABLE VENT as complying with the Florida Building Coda sc 1+02+1+01+1 2 1+02+1+02+1 2 1+02+1+02+1 2 84' 1+02+1+020 2 1+02+1+02+1 2 '1+02+1+02+1 2 PLUS(1)ANCHORS AT FIXED SECTION. No -6i . ,. 17-0411.06 ' 86-7/10- 1+02+1+02+1 2 1402+1+02+1 2 1+02+1+02+1 2 85-7/18' 1+02+1+02+1 2 1+02.1+02+1 2 1+02+1+02+1 2 (9)ANCHORS TOTAL AT HEAD AND SILL. exprrorron Do,12121/2021. . 45' 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 48' 1+0211+02+1 2 1+02+1+02+1 2 -1+02+1+02+1 2 , 63-1/8' 1+02+1+0211 2 1+02+1+02+1 2 1+02+1+02+1 2 53-1/8' 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+0211 2 (4"MIN,0,C,ANCHOR SPACING) By .....--- ... -- . ' , BO' 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1.02+1 2 BO' 1+02+1+02+1 2 1r02*1r.02-,4 2 1+02+1+02+1 2 Miam-13;To Product Control • . 66" se• 1.02+1+C2+1 2 1+02+1+02+1 2 1a72,1+02.1 2 58' sir 1+02+1+02+1- 2 11-02+1•02.1' 2 1+02+1+02+1 2 1-•, 1 25 3/4"MAX. 74" 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+020 2 74' 1+02+11-C2.1 2 1+021.1+0.2+1 2 1+02+1+020 2 • 84' 1+02+1402+1 2 1+02+1+02+1 2 1+02+1+02+1 2 64' 1+02+1+02+1 2 1+02+1402+1 2 '1402+1+02+1 2 rl I .--I 1--.7.4"MIN.,10-1/2"MAX. 3/24/17:UPDATED TA13LE S . . • 85-7/18' 1+02+1+02+1 2 1+02+1+02+1 2 1+72+1+02+1 286-7/16' 1+02+1+02•1 2 1+02+1+02+1 2 1+02+1+02+1 2 I 13I I 148 I 1 ELEVATION. 413" 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 - 48' 1+02+1+02+1 Z 1+02+1+02+1- 2 1+02+1+02+1 2 9"MAX. X , 0 X ... • ... - , 59.116" 1+C2+1+02+1 2 1+020+02+1 2 1+02+1+02+1 2 63-116" 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 I .. . , Er 1+02+1+02+1 2 1+0241+9•2+1 2 1+02+1+02+1 2 - 60' 1+02+14 C2+1 2 1+c2r1+02+1 2 1+02+ I I 1+C2+1 2 03 x . ... 68" 38-363" 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 88' 383/6" 1+02+1+02+1 2 1/0201402+I 2 1.C2.10C2+1 2 ' A f13 up, MTG.RAIL,TYP.- 74' 1+02+1+02+1 2 1+C2+1+02+1 2 1+02+1+020 2 74" 1+02+1+02+1 2 1,72+1,C24.1 2 1+02+1+02+1 2 - 84', 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 sa• 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 . 11- 6 c0 I - 1}6-7/18' 1102+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 '88-7/113^ 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 EXAMPLE CLUSTER W/QTY. OF(3)ANCHORS 0- r . u) _ >- g rwr 0 ,,c2 . I 413' 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+02+1' 3 48' 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1- 3 (SHOVVN IN TABLE KEY ABOVE) 1 rf , r 53.11Er 1402+10021-1 3 1.02.1+02+1 3 1+02+1402+1 3 53-133. 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 0"4- • - _1 v.4 L.9 9) 01 BP' 1+02+1+02+1 3 1+72+1+C2+1 3 1+02+1+02+1 3 60' 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 136' 48' 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 88' 48' 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 X uj.-. 0 1- 74^ 1+02+1+02+1 3 3+02+1+02+1 3 1+02+1+02+1 3 74' 1+02+1+02+1 1 1+02+1+02+1 3 1+02+1+02+1 5 L.,C)L..)ecd' g 84' 1+02+1+02+1 3 1+020+02+1 5 1+02+1+02+1 1 64' 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+0241 3 1--Z"7 4 CL 0 • asio 88-7/16' 1+02+1+02+1 3 1+02+1+02+1 3 1+ +1+02+1 3 56-7/10 , 1+02+1+02+1 3 1+02+ 02 1+ +1 3 1+02+1+02+1 3 0 W ;-..- . 02 48" 1+02+1+02+1 7 1+02+1+02+1 3 1+02+1+02+1 3- 43' 1+02+1+02+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 0 Z 8 12 :,, .... 1- --- w 53-1/8" 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 '53-10 1+02+1402+1 3 1+02+1+02+1 3 1+02+1+02,1 3 _I s- 0 00' 100011e02+1 3 1+02+1+02+1 3 1+02+1102+1 3 ' 80' 1+02+1+02.1- 3 1+02+1+02+1 3 1+02+1+02+1 3 _J -L • ''. C) 86' 80-6/8' 1+c2.140241 3 1.c2+14 c2+1 3 1+02+1+02+1 1 88" 686/8' 1+02+1+02+102 ' 3 1+ +1+02+ . ,1' 3 1+02+1+02+1 3 74' 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 74' 1,-02.1.02.1 3 I'72+l.0201 3 1+02+1+02+1 3 2 -1 E mras 84" - 1+021-1,C2.1 3 1+02+1+02+1 3 1+02+1+02+1 3 84' 1+021.1.02,1 3 1+02+1+0+1 3 1+02+1+02+1 30 g, sf Q , , , r2 65-7118" 1+02+1+102,1 3 1+02+1+02+1 3 1+02+1+02+1 3 85-7/16' 1+02+1+02+1 3 1+02+1+02+1 3- 1+02+1+02+1 3 NOTES '' 40' ' 4+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 48' 1+02+1+02+1 3 1+02+1+02+1. 9 1+02+1+02+1 3 . F N x z . 63-1/5" 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+72+1 3 59-1(0" 1+02+1+02+1 3 1402+1+02+1 3 1+C2+1+C2+1 3 1)VVINDOW DP/ANCHOR QUANTITIES ARE BASED,ON THE 022:pse . . 60" 1+ +1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 BO' 1+C2+1+02+1 3 1+02+1402+1' 3 1+02+1+02+1 3 ' FOLLOWING DIMENSIONS: ' . 64' 1+C2+1+C2+1 3 1so2+1.:2.1 3 1+02+1+02+1 3, Er 54" 1+02+1+02+1 5 1+02+1+02+1 3 1+02+1+C2+1 3 HEAD&SILL:10 1/2"MAX.ON EACH SIDE OF a itc, ; , , 74' 1+02+1+02+1 3 1+02+1002+1 3 1+02+1+02+1 3 74' 1+02+1+02+1 9 002+1+02+1 3 1+02+1+02+1 3 MEETING RAIL CENTERLINE. L'.; c) ck TO- 1+0201.05+1 2 1+02+1+02+1 3 r4C2+1,co,i 3 ' - 84' 1+03+1+03+1 3 1+02+1+02+1 3 1+02+1+02+1 3 ' 25 3/4"MAX.FROM CORNERS. I 88-7/14' 1+02+1+02+1 ,3 1+02+1+02+1. 3 1+02+1+02*1 380-7/15' 1+03+1+03+1 3 1•0241+C2+1 3 1+02+1+02+1 s JAMBS: 9'MAX.FROM CORNERS AND 22 1/2" ,,0 smo Mae 413. I*C2*IrC2*1 3 14C2r-t.ra2*1 3 1+02+1+02+1 3 - 48' . 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 MAX.0.C. _ 83-1/8" .1+02+1+02+1 , 3 1+02+1+02+1 3 1402.140241 3 53-1/8' 1+02+11 02+1 5 1+02+1+02+1 3 1+02+1+02+1 1 00,1i11(/0, 60' 1"c"2,1r-C2+1 3 1+02+1.02+1 3 1+02+1+02+1 3 89' 11-02+1+02.1 3 1+02+1+02+1 3 1+02+1+02,1 3 2)FOR WINDOW SIZES NOT SEIOWN,GO TO NEXT LARGER ,\\\.,,o1V LYNN ", 86' 80' 1+02+1+02+1 9 1+02+1+02+1- 3 1+02+1+02+1 3 88' 60' 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 _ WINDOW IN z TABLE. .s• 4,r..... ., ,, ...„, ..... . LICCN,T •. ..., 74" 1+0+1402+1 3 1.02+1+02+1 3 1+02+1+02+1 3 74' /+03+1+03+1 3 1+02+1+02+1 3 1+02+1+02+1 3 ,,,t.. 6... .. .y.* ).?.- (14. ' 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 Be 1+03+1+03+1 3 1+02+1+02+1 3 1+02+1+02+1 3 3)OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN Z-*i No.58705 88-7/16' 1+02+11-02.1 3 1+02+1+02+1. 3 1.02+1+02+1 3 86.71113' 1+0341+03+1 3 1+02+1+02+1 3 1+02+1+02+1 3 WINDOVVS,SUBTRACT 1"FROM TABLE SIZE DIMENSIONS. :-. ;a i *. 48* 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 9 40' 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 - . -,C1 1 - - - I3-TF 1+02+1+02+1 9 1+02+1102+1 3 '1+02+1+C2•1 3 23-110" 1402+1+02+1 3 1,02.1.02.1 3 1+02+1+02+1 7 4)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS -.--,3 -. 23119- •Ct 60" 1+02+1+02+1 3 1+02+1+02+1 3 1+122+1+02+1 3 60' 1+020/4-0281 3 1+0-2+1+02+1 3 1+02+1+02+1 3 TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP, -;....s.,-... S A17d/+ -'4,.....` 66. 83' 1+02+1+02+1 3 1+02+1+02+1 3 1+0.1.02+1 9 88' 63' 1+03+1+03+1 3 1+02+1+02+1 3 1+02+1+02+1- 2 00TH THE DP AND ANCHOR QUANTITY REMAIN .--•(1/4":-.'-....`Zornos-.•.',,,. •-.. 74' 1+02+1+03+1' 3 1+02+1+02+1 3 1+02+1+02+1 3 - 74' 1+03+1+03+1 3 1+02+1+02+1 3 1+C2+1+02+1 3 UNCHANGED. .,,•,;‘..r,s, •.......••„c..,,,,,, // 1°NAL ••",\' 84' 1+02+1+02+1 3 -1+02+1102+1 3 . 1102+1.02+1 3 84' 1+C3+1+03+1 3 1+02+1+02+1 3 1;02+1+02+1 3 l'/1/1111110\' 1 . I ' _ 86-7/18" 1+03+1+03+1 3 1+02+1+02+1 3 1+02+1+02+1 3 66.7/18. 1+03+1+03+1 3 1+02+1+02+1 3 1+02+1+02+1 3 5)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A.LYNN MILLER,PE REV 68705 , I .. _ -- _ _................_________ , . .. . _ - - -- - - - - . 1 . . , , . . . . . . . . . , - -- - _ . , .... , . . .. . . . . . . . .. ' • . . • ;: I. • ' : . . . • .. . . .. • TABLE 12: • TABLE 13: , . . An oho r Cu anetlen,/MX,114-1/2-1fd Anchor Quantities,X0X,1/4-114-114 with Glass Types A,0,C,G,H a I With Glass Types D,E,F,.1,K&L TABLE KEY: - • . • . . Ooo+8 (Nona Anchor Grato A AnoherOmop 8 Anchor Gawp C Overall Owealt Anchor Group A Anchor Olcup 8 Anelm+Gamp 0 X 0 X WWII) 11 ,1 Hood&8111 Jamb' Head 11,SIII Jamb' Head&NI Jamb WIdth Height Hoed&8111 Jamb Head&WI Jomb Hoed&Slil Jamb - -53.1/8- 1+02.1402+1 2 1+0+1102+1 2 1+02+1+02+1- 2 wow - 1+02+1+0+1 2 1+0+1+02+1 2 .-1+02+1.02+1 2 1+C2+2+C2-0-11 3 --ANCHOR QUANTITY PER JAMB 6M- 1.02.1.122+1 2 1+0+1102+1 2 '1.02+1+02+1 2 ' 6T 1.02.1+02.1 2 1+02+1+02+2 2 1+02+1.02+1 2 I . 74" . 1.02.14 02+1 2 '1402+1+0+1 2 1+02.1.030 2 74. , 1+02+2.02+1 2 1+02+1+02+1 2 1+02.1.020 2 8.4* 2, 102 . .2.02.1 2 1+0+1402+1 2 1+02+1+02+1 2 84' 2,,,.. 00,. 1+02+2+ +1 2 1+02+1+02+1 2 1+ .i.c2+1 2 HEAD AND SILL ANCHOR QUANTITIES . , 06' 1.02.2403.1 2 1+02+1+02+1 2 1102.1+02+1 2 05• ' 1+0242,02+1 2 1+0+2+02.1' 2 1+02.1.02+1 2 A CLUSTER OF(2)ANCHORS CENTERED . . 106-3-er 1+02.2.02.1 2 1+02+1+02+1 2 1+0+1+02+1 2 186.318" 1+02+2+02+1 2 1+02+2+02+1 2 1+011.0+1 2 ON EACH MEETING RAIL PLUS(1) . r PRODUCT REVISED 108' 1.02.2.03.1 2 1+02+1/02+1 2 1+02+1+0+1 2 106' ' 1.02+2+02+1 2 -1+02+2+02.1 2 1+02+1+02+1 2 ANCHOR AT EACH OPERABLE VENT as complying with tho Florida 11V- 1+02+2.02.1 2 1+02+1+02+1 2 1.03+1+02-.1' 2 --TIV- 1.02.2.02+1 2 1+02.21020 2 1+021140241- 2 , .Building Code . . PLUS(2)ANCHORS AT FIXED SECTION. 17-0411.06 53.1a8" -- 1+02.1402+1 2- 1+02+1+02+1 2 1+02+1402.7: 2 - 53-118" 1+0+1+02+1 2 1+02+1+02+1 2 14(32.1.02+1 2 NOA-No„ 60" 1.122.1.02.1 2 1+02.1+0241 2 1+02+1+0+1 2 00r j+02.7.02+1 2 1+02.1+0201 2 '1+02+1.0+1 2 (8)ANCHORS TOTAL AT HEAD AND SILL. . • 74" 140241+02+1 2 1+0+1+02+1 2 1+0.1+02+1 2 74" 1.02+2.02.1 2 1+02+1+02.1 2 1+0+1+02+1 2 Expiration Dile 12121/2021 + ..... 114" 1.0242.02+7 2 1+02+1402+1 2 1+02+1+02.1 2 84- 1.0+2+0+1 2 1.0.1.02.1 2 1+02+1.0211- 2 ' . I __---_ .m., 36' (4"MIN.O.C.ANCHOR SPACING) By OW 1+02+2.0241 2 1+02+1+02+1 2 1+02.1.02+1 2 IT 1.02.2102+1 2 1+02+2.02+1 2 1+02+1102+1 2 , .. MI aml-Do rod uc t Control 10048' 1+042+02.1 2 1.0+2+02+1 2 1.02+1+0.1 2 1011.3.33' 1+02+3+02+1 2 11 0+24041 2 „1+0.2+0+1- 2 i 1.08' 1+0+2.02.1 2 1+02+2+020 2 1 002.1.02.1 2 108' 1.02.3+02+1_2 1.02.2002.1 2 1.02+2132.1 2 --;--.1-25 3/4"MAX. • tir , 1+02+2+00 2 1.02.2402+1 2 1.02.1.02.1 2 lir 1+02.3+02+1 2 140242+02.1 2 '1+0+21020 2 . ' 63-1/3"- 1+02+1.0.1 2 1+02+1+02+1 2 '1+0+1+02+1 2 63,110 1+0+1.02+1 2 1.02+1102.1 2 7+03.7+02+1 2 1 I--e---1 i++.--4"MIN.,10-1te MAX. 3/24/17:UPDATED TABLES • ELEVATION. • 60' 1+0+1+02+7 2 1+02.140+1 2 1.02.1.02.1 2 60' 1+02+1+02+1 2 140+1+02+1 2 1+02+1+02+1 2 1 1-1. i 1 li 1-- 74' 1+0241402.1 2 '1+02+1.0+1 2 1.0241.0+1 2 74• 1.01+2+02+1 2 1.62+1+02+1 2 1.02+1+02.1 2. g"MAX.1 X 0 x : - 84" ,,,.., 1.02+2+02.1 2 1+02+140+1 2 1402.1102.1 2 84' 38416,, 1+02+2+020 2 1.02+1402.1 2 1+0+1+02.1 2 - ._ . I 96" 1.02.2.02+1 2 1+03.1.02+1 2 1.02.1+82.1 2 96" 1+02.2+03.1 2 1+0242.1721-1 2 1+0.1+0+1 2 f '1---.'"-Til --- '' '- 105.3/8' 1+02.2402+1 2 1+02+3+0+1 2 140+1+02+1 2 105.337. 1+122+3.02.1 2 1.0.2.2402.1 2 ....140.2.03.1 2 c.4 11.1 108' 1+02.2+0241 2 1+0+210+1 2 1+02+1.02+1 2 ' 10W 1+02+3+02+1 2 1.02+2.02+1 2 1.02.2+02+1 2 MTG.RAIL,TYP. ,a c',I Ill' ,1+C2+2+024.1 2 1+02+2102+1 2 1.C3e1+02+1 2 111' 1102+3+0+1 2 1.02.24(72.1 2 1+0342.02+1 2 53-1/8" 1+0+1+0+1 3 1+02+1403+1 3 14C:2+1+02+1 3 53418'' 1102.1.02.1 3 140210+02+1 3 1102+1+0+1 3 EXAMPLE CLUSTER W/QTY. 0 0_ 10 ,..., • 60" 1.472.1+c2+1 3 1+02+1+02+1 3 '1+02+1+02+1 3 60' 1.02+1+02+1 3 1.03+1+02+1 3 1+041+02.1 3 >-r 0 *1'13 0 .t..4 74' 1+02+1+0+1 3 1.02.1.132.1 -3 1402.1+041 3 - 74' 14-0212.02.1 3 1+02+1+02+1 3 1.0.1+00 3 OF(2)ANCHORS (.9 r/ 2 m r , e . o v• p-. 54' 1+02+2+92.1 3 1+02+1+02+1 3 '1+02+1.02+1' 3 04'- 1.02+2+02.1 3 1+0+1+02.1 3 1.01.1.02.1 3 __I 0) eY.'E' 0) 01 48Z ',-• sr 1+02+2+03.1 3 1+02+2+02+1 3 1+041+02+1 3 36" 1402.3M32.1 3 1+0+2+0+1. 3 7+02.1.02+1 3 (SHOWN IN TABLE KEY ABOVE) o 8 e ua * 108.3,8' 1.02.31.02+1 3 1.02+2+02+1 3 '1102.1+02+1 3 1083/8" 1.02.3.03.1 3 1+02+2+0+1 3 1+0.2+02+1 3 Z tD h ,. 1 Lai 7 'i0 108' 1.02.3+02+1 3 1+03+2+02+1 3 1.024-1,02+1 3 103" 1+02+3+02.1 3 1+02+2+02+1 3 1+22+2+62+1 3 , 0()0 . 0 A, 111' 1+02+3+0+1 3 1.02+2.02+1 3 1+02+1+0.1 3 , III' 1+02+3+02+1 3 17.02+2402.1 3 1+0+2.02+1 Z-NI 2< a. . _ (11 3 H Gma • 53-1/8' 1+02+1+02+1 3 1.02+1+02+1 3 1+02.4+02+1 3 53,1/8- 1+02+1+0.1 3 1.0.1402+1 3 1+02+1+00 3 0 W c:. g P-9-' 1+02.1+02+1 3 1+02+1+02+1 3 1402+1+02+1 3 11.....87'' 1+02+1+02+1 3 1.02.11 02+1 3 '1.04.1+02+1 3 . 0- .,r ,.... ,..... e .- 74' - 1102.1.02+1 3 1.12+1.02+1 3 1,02.1+02+1 3 r74---" /.02.2+02+1 3 1402+1+02.1 3 1,0241+02.1 3 e-Z. 0 --- . IM '. 1.1- 64" , 1+02.2+0+1 3 1+0+1+02.1 3 1+02+1+02+1 3 04' 660<18"60<18" 1+02.2+041 3 1.02+1.C2+1 3. 1+0.1+02.1 3 7. 0 - 96' .,,, 1+0.2.02.1 3 1402+2.02+1 3 110204 02+1 3 OW 1+02.3+02+1 3 140+2002+1 3 1+02+1402.1 3 0 106-3/r 1032+3+0+1 3 1+02.2+02+1 3 1.02+14 02+1 3 100-303' 1.01+3.03.1 3 1+02+2102.t' 3 1.20.3$321.1 3 D sr . its* 1+02.3+02+1 3 7.02.24-02+1 3 1+02+1+0244 3 108' 1+03+3+03+1 3 7.02.2.0201 3 7+0.2.02+1 3, 00 2 -;,,,, isms st ,l. 111' 1+02+3+ 3 1+0+2.0211 3 1403 -02.2.02+1 3 111' 1. .3.03+1 3 1.02+2.0244 3 1.02+2402.1 3 0 >4 t/ 53.108" 1+02+1+02+1 3 1+62+1+02+1 3 1.02.1.02.1 3 6348" 1+02.1403+1 3 1+C-24.1 402+1 3 1+02+1.0.1 3 NOTES 58' 1+0+1+0+1 3 1.02.1+02.1 3 '1.02.1.0+1 3 .' 6,0* 1+172+1+02.1 3 1.02+1.02.1 3 1+02+1+02+1 3 10 Pi 74' 1402.2+01+1 3 1+22+1+02+1 3 1+02+1+02+1 3 74' . 1,0242.132.1 3 1.02+1+020 3 1+02.1+02.1 3 1)WINDOW DP/ANCHOR QUANTITIES ARE BASED ON11-1E re , u. 0 I- 51* .4„ 1+042.0+1 3 1+02+1+02+1 3 1402.1+02.1 3 84* 1.0+2+0+1 3 1402+1+02+1 3 1+02.1.02+1 3 FOLLOWING DIMENSIONS: ' 134' 0 i Cf 0 OW ° 1+02+2+02+1 3 1.132+2+02+1- 3 1.02.1102+1 3 06' 1.03+3+03+1 3 140242+02.1 3 1+02+1.02.1 3 HEAD 8,SILL:10 1/2"MAX.ON EACH SIDE OF 11,61 ....., . . r 6 2 = 'i 138.3/8' 1+02+3+02+1 3 1+02+2+02+1 3 1+02.1+02+1 3 106.3,V 1+0343103+1 3 1.02+2.02+1- 3 1.02.3.02.1 3 MEETING RAIL CENTERLINE. u 0 It 108' 1+02+3+0+1 3 1.02+2+02+1 3 1+02+1+02+1 3 108' 1+04+0.1 3 1+02+2.02+1 3 1+02+2+0+1 3 ' 2.5 3/4"MAX.FROM CORNERS. I . 111' 1+02+3+0.1 3 1+02.2.02.1 3 1+02+2+0241 3 117' 1+03.3+03+1 3 14(22+2.02+1 3 _1+02.2.02.1 3 JAMBS: 9"MAX.FROM CORNERS AND 22 1/2" '' ,..'.L'5 ,15'....-;/3-% 33,1/6" 1+0+1+02+1 3 1+0+1+02+1' 3 1+0241+02+1' 3 63,100 1+0.1+0+1 3 1.02+1402.1- 3 1+02+1+00 3 • 60. 1+02.1+132.1 3 1+02.1+02+1 3 1+02.1+02.1 3 50" 1+0+1+123+1 3 1+02+1+02.1 3 1+0241+0+1 3 MAX.O.C. 74' 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 74' 1.03+2403+1 a 1.02+1+02+1 3 1.02.1402+1 3 1,11111 I+1 1(,, 84' 1.02+2+02.I 3, 1+02+1+02+1 3 1102.1.02.1 3 84' i+c242.m...1 3 1.02.1.02.1 3 1+0+1.0+1 3 2)FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER ow --.; ..---- ..,:. \\..............,gf, /,-,.. 90' 1.03.2403.1 3 1+02+2+02+1 3 1+024.1+02.1 3 /IT 1.03+3.03+1 3 1+02+2+02+1 3 1+02+1400 3 WINDOW IN TABLE, 108403' 1+03+3.0+1 3 1+0+2.02+1 3 1+02+1.0+1 3 loss/1r 1403.3.034 1 3 140+2+030 3 1+0+2.03.1 3 Ear 1403+3+03.7 3 1+0+2+020 3 1.0+14 02+1 3 MS' 1+0+3+03+1 3 1+02.2402+1 3 1+02+2+02.1' 3 3)OVERALL FLANGE DIMENSIONS SHOWN,FOR FIN .:: ; - . 111' . 1.01.3.123+1 3 1+02+2+1011 3 11 02+2+02+1 3 111" 1.03.3.03.1 3 1 i C2.2.02.1 3 1+0+2+020 3 ' WINDOWS,SUBTRACT 1"FROM TABLE SIZE DIMENSIONS. ::.- • 63-1/8' 1.02.1+02.1 3 1+0244+0311 3 '1+02+1+02+1 3 ' 534/8' 1+02+1.02+1 3 1.02+1+02+1 3 1.02.1.02+1 3 ... :a, -, ,,, EV • 140+1+02+1 3 1+02+1.0+1 3 1+024 1.02+1 3 63' 1103+7+03.1 3 1+02.1+02+1 3 1+0+1+0+1 3 4)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS .7.. ':..1 • ''.V247: 74* 1+02+1+0+1 3 1+02+1+c2.,-1 3 1+0.1402+1 3 74' 1+03+2.0.1 3 1+0244.02+1 3 kl.C2.1.C21.1 3 TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP. -0'. sianz 0 84" 1+0342+03.1 .3 1+02.1.02.1 3 14,32.1.C2-1-1 3 ai. 1.03.2403.1 3 1402+1+02+1 3 1.02.1.0.1 3 -:'..AV.. ,..„ as. . 63' BOTH THE DP AND ANCHOR QUANTITY REMAIN , '...,.Co ''.:-LoraioN... •:,r,•• ', 06' 1+03+2+03+1 3 1+02+24.02.1 3 1.132.1.132.1 •3 913* 1.03.3.03+1 3 1+0+2+0+1 3 1402.4.0+1 3 .,,Os •......••'0,,C3„..... 105,3r0. 1+044+030 3 1+02.2+0+1 3 1+0241+02.1 ,3 103,31EF 1+03t3063+1 3 11013102+1 3 '1 i C2+24(32-1 1 3 ' UNCHANGED. ii,/"PIVAL g."0,‘' 1 .._ ......_00" 1+03+3+03.1 3 1402.2+02+1 3 1.132+14C241- .3 ' 108. 140.3.03.1 3 1+02+2+02+1 3 1402+2+02+1 3 ' '111111105- I--;',17-• 1+0+3+03.1 3 1+02+240+1 3 1+0+2032+1 3 111' 1.03.3+03.1 3 1+02.2.02+1 3 1.02.2+02+1 3 5)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A.LYNN MILLER,P.E. - • . P.E.3 50705 , _ . , - - .... .... . . . .