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HomeMy WebLinkAboutNotice of Acceptance M IAM i•DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES -1-1805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION RECEIVED T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE OA I m ww.mliamidade.gov/econorny PGT Industries,Inc. JAN 2 3 ?10?0 1070 Technology Drive North Venice,FL 34275 ST. Lucie County, Permitting SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product-is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"SH-700"Aluminum Single Hung Window—L.M.L APPROVAL DOCUMENT: 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., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement_ "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change Qthe materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement 0 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 Udisplayed,then it shall be done in its:entirety. J 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. NOA No. 17-0630.08 MiAtti�oAoe couNTY 0)1 ! Expiration Date: March 26,2021 Approval Date: November 30,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 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, Duraseae 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. 16-0714.06) 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 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 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 ..2)Large Missile Impact Test per FBC,-TAS 201-94 3) Cyclic Wind Pressure Loading per FBC;TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, 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 Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) Manuel ere P.E. Product Coutro Ex iuer 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 (CONTMUED) 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 aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Report No. YM-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NDA 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 FTL4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmundo 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 fin 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 diagram of an aluminum single hung window, with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4646 and FTL4648, 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) a el ere P.E. ProductCont 1 Exa finer NOA No. 7- 0.08 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 51h Edition (2014)and FBC 6'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(AIA) 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 5111 Edition (2014) and FBC 61h 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. .E:3. Laboratory compliance letter for Test Reports No. FTL-4957,FTL4958 and FTL- 5063,issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647,FTL-46489 FTL-4649,FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 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. ah z,P.E. r Product Co rot E aminer NOA -0630.08 Expiration Date: March 26,2021. Approval Date: November 30,2017 E-3 GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS CODES/STANDARDS USED: X2017 FLORIDA BUILDING CODE(FBC),6TH EDITION :2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) •ASTM E1300-04 &ANSUAF&PA NDS-2015 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`PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) •AISI 5700-12 B.5/16"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A •AISC 36D-10 .090'KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLE)e 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 6PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLE)e PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7/16"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A.090-KURARAY TROSIFOLP PVB(BY KURARAY AMERICA,INC.) SHEET OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1 E.7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT 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.7/16"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 118"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH 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 118"TEMPERED GLASS,AN AIR SPACE AND 5116"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 1/8"TEMPERED GLASS,AN AIR SPACE AND 5116"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(BY EASTMAN CHEMICAL COMPANY) J.13116"LAM]IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIRSPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A .090"KURARAY TROSIFOL®PVB(BY KURARAYAMERICA,INC.)OR.090"SAFLEXO PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) K.13116"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 Metedel Min.Fy Min.Fu OF 3/16"HEAT STRENGTHENED GLASS WITH A.090-KURARAY TROSIF0 PVB(BY KURARAY AMERICA,INC.) Steel Screw 92 ksi 120 ksi OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) Elco UltmCorM 155 ksi 177 ksl L.13116"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 PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 410 SS Elco CrateFleX® 127,4 ksi 189.7 ksl M.13/16'LAMI IG:(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 16 ksl 22 ksl .090'KURARAY TROSIFOL°PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEXe PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) Steel 38 ksi 56 its A36l Gr.33 Steel Stud 33 ksi 1 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 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED as comP7ying with the Florido Building Code 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Acxpt-coNo r9']7 D-OS�� 'is' Datc 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. Bp ANSI/AFBPA NDS FOR WOOD CONSTRUCTION Mian Dade Product ALUMINUM DESIGN MANUAL 1111 117I 1 IVN 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. �` ��.•" Nze 9.THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ' HURRICANE ZONE(HVHZ). =*; No.5V05 k 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. '; '�' Q STA OF 1070 TECHNOLOGY DRIVE N.VENN e.FLS 4275 .GENERAL NOTES _ ��� `rs'/pNAI E�G��• JR OB/O6,r17 �'o UPDATEDANCRORAGE70 FBC 2017. CERT.OF AUTH.029M ALUM.SINGLE HUNG WINDOW,IMPACT '• y7�lllttl111t covrs6,rtomne.1.e„en eao en.e o,-VZ sac A.LYNN MILLER,P.E. osner orc rJ.ma mn: vcrwousmcs.cc. g5u /y700 NT$ 1 d 11 404020 G FL P.E.#58705 FIC 8/1/03 J.J. 1/13477 euwe�rtsso Part# Description Material O1 71 Kommeding 4SG TPS Spacer System 72 Quanex Super Spacer nX %Mth Hot Melt Butyl See this T Sheet for 73 Quanex Duraseal Spacer Materials 41 1/2"NOM' 112"NOM. 74 Cardinal Edge Spacer GLASS BITE 44 GLASS BITE REFERENCE TEST REPORTS:FTL-8717,8968&8970 70 37 70 tfl 37 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 090PVBINTERLAYER 090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5/16"NOM. 7116"LAMINATED 5/16"LAMINATED GLASS 80,81 or 82 7/16"LAMINATED GLASS 83,84 or 85 NOTE: 71-74 EXTERIOR INTERIOR LAMI IG OUTBOARD 71-74 LITES MAY T 1 1 � (ALL SECTIONS) UPGRADED TO 3/18" WITH NO CHANGE IN C;mPVB"= DESIGN PRESSURE. KURARAY TROSIFOL 112°NOM. 1/2'NOM. PVB INTERLAYER 46 GLASS BITE 46 GLASS BITE o °f SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 38 70 38 70 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 5/16'LAMINATED 7/16"LAMINATED AIR SPACE AIRSPACE 1/8"ANNEALED OR TEMPERED GLASS 41/8"TEMPERED GLASS 13/16"NOM. 13116"NOM. 13/16"LAMI IG GLASS W/5116"LAMI 86,87,88 or 92 13/16"LAMI IG GLASS W/7/16"LAMI 89,90 or 91 ALUMINUM SILICONE HOT-MELT BUM REINFORCEMENT POLYISO- DESICCANT FILL AREA STRUCTURAL BUMENE 6118•NOM. PRODUCT REVISED SILICONE 3118'NOM. 5/16'NOM. SEAL as complying with tht Florida STRUCTURAL 114•NOM FOAM BUTYL g SILICONE SEAL 3uildLig Code POLYISOBUTYLENE VV1TF{ ROLL-FORMED Acccptm:ce No 1 •D$ WITH DESICCANT WITH DESICCANT STAINLESS STEEL Ex irai Date FOAM 77DZ) EXT.GLASS EXT.GLASS EIfT.GLASS Ey EXT.GLASS Crfivni ada T'md�xL gN......NN Y LY INT.GLASS INT.GLASS INi.GLASS INT.GLASS `�P��,•' \,ICENO, KODISPACE SUPER 73 DURASEAL(D Is XL EDGEim =1t? NO-58705 71 4SG TPS 72 SPACERUNXTT"' SPACER SPACER = 1t= 1070 TECHNOLOGY DRNE OP N.VENICE.FL 34275 _GLAZING DETAILS '�;Fss':`7oRIDP,••G��� anc RMbc CERI941)480-160T..OFAUTH.#4296 ALUM.SINGLE HUNG WINDOW IMPACT ��''/ON JR 06/0817 G NO CHANGES THIS SHEET. CG%•RGRT.-I a.r.a4�st a4* afire o,.."vw RR A.LYtfN IMILR,P.E. p,..Rer. on.• r�.rt.a pu" vcTwnusTRr-s.wc. © 0e FUII 2 all 4040.20 G FL P.E.#58705 RK 91/05 J.J, T ST17 IILLL RIG"TS RESERVED 111 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" 7Y' 74" 76" MEETING RAIL 48" A,B,M +80.0 -80.0 +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 HT. 7T 50" A,B,M +80.0 -80.0 +80.0 -80.0 480.0 .80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 " SASH 52" A,B,M +80.0 -60.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 -- 63118" 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 -76.4 +74.0 -74.0 UPT053118" C,D,E,F,G,H,I,J,K,L' +80.0 -80.0 +80.0 -B0.0 +80.0 -80,0 +80.0 -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. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT "O- WIDTH GLASS TYPE 38 318" 44" 60618" 63" 72" 74" 76" 1 MEETING RAIL 48^ A,B,M •+80.0 -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 HT. - 60" 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 °X" S ISH 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 •67.6 631/8" A,B,M +60.0 -80.0 '+80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +65.6 -65.5 UP To 63118" C,D,E,F,G,H,I,J,K,L +80.0 -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 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS W WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.WI SASH=76"FLANGED AND 76"INTEGRAL FIN) .0., MINUS WIDTH I GLASS TYPE 1 171/8" 2211A6" 28 3116" 33314" 396/16- 4413116" 60318" 6516116" - SASH 631/8" D,E,FAK,0, +80.0 -80.0 +80.01 -80.01+80.01 -80.0 1+80.0 1 -80.0 1+70.0 1 70.0 1+70.0 j -70.0 1+70.0 1 -70.0 1+70.0 1 -70.0 HT. HT. MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. "X" sgsH A.5/16"LAMI-(1/8"A,.090,1/8"A) FTL-4647,4648,4723,4957 B.5/18"LAMI-(1/8"&.090,10HS) FTLA647,4648 C.5/16"LAMI-(1/8"HS,.090,1/8"HS) FTI-4647,4648 D.7/16"LAMI-(3/16"A,.090,3116"A) FTL-4645,4885 E.7/16"LAMI-(3/16"A,.090,3/16'HS) FT1A645 ' F.7/16"LAMI-(3/16"HS,.090,3/16"HS) FTLA645 G.13/16"LAMI IG-1/8"T.AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"A) FTL-4646,4723 PRODUCT REMM H.13/16"LAMI IG-1/e"T.AIR SPACE,6116"LAMI-(1/8"A,.090,118"HS) FTL4646 as camca& tbCmF4o t Buildics Cade I. 13116"LAM/IG-1/8"T.AIR SPACE,5/16"LAM/-(1/8"H5,.090,1/8"HS) FTL 4646 AcCetp ftC*Ne/ 'Ob 0.0,8 i '�Dd ,20ZI J.13/16"LAMI IG-1/8"T,AIR SPACE,7116"LAMI-(3116"A,.090,3116"A FTL-4649,4650 Bg K.13/16"LAMI IG-118"T,AIR SPACE,7/16"LAMI-(3116"A,.090,3/16"HS) FTL•4649,4650,4958 M gni ade Pro&ia L.13/16"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3/16'HS,.090,3/16-HS) FTL 4649,4650 ��1111/1 AY LY M.13/16"LAMI IG-1/8"A,AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"A FTL-5063 �.�`ao.......,!N�j .• UCENSF•.•�� i 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 PRESSURES ARE UNEFFECTED, =* No.58705 ; 2:FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8"MINIMUM TO 38"MAXIMUM. 4.GLASS TYPES C,G,H,AND I MAY BE USED IN SASH ONLY 5.REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL DP 1070 TECHNOLOGY OR VE LIMITATIONS. N.aN,a aF m DESIGN PRESSURES 'JR" oslos117 �G NOCHANGESTHISSHEE7 CERT.OFAUTH.nz M ALUM.SINGLE HUNG WINDOW,IMPACT eorra�c"rcm,� s i rcat �.* 0-ft x." A.LYNN MILLER,P.E. o�.,,ey. O1i' a'0°YO0 a"a fGT 1N0Y$TF1�•'"� SH7W NTS 3 11 4040.20 G FL P.E.#58705 FJC 91IMS J.J. 2/13/07 ,uworts aesmvm I+--2.784^--1 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)6"FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 1 INSIDE INSIDE . 9,10,11,15,16. 31 CFf MAX. 2.710^ FIXED ] g OR 17 LITE DAYLIGHTFTI 25 OPENING n _ OUTSIDE 25 -MAX FIXED LITE DAYLIGHT OPENING I• MAX.WIDTH 6 SECTION A-A 23 OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE - 47 50 MAX. I `� HEIGHT 21 �y 2.946 HIGH OUTSIDE SIL 2.330 LOW K57 SILL T_ DAYLNT GHT 49 HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE OPENING — — — — — — — — — — f:�2.710 68 I.F.FRAME 28 53 OUTSIDE ^ PRODUCTREVISED ns complying witS,hc 1"10138 I64 Buildfog Coda53 Aceylancell ^ob a.og 2.946" Expiation Dare 1 l 52 (LOWSILL) (HIGH SILL) ny SEE NOTE ABOVE 54 rn a ad`n5dy �0 Af LY ........,!v 67 3 sp 12 ONLY YALIFT 69 12 ULTRALIFT SECTION C-C 'Z*. No.5670s ONLY �F= SECTION B-B RADIUS TOP -° (LowsILLSHowN> ALTERNATE HIGH SILL (HEAD .T: GATED ( O •. 1070 TECHNOLOGY DRIVE D'w" (� ..•p�O IDP.,. ��� N.VENICE.FL 34275jur SECTIONS S ••R.. (841)480-1600 9Y CERT.OFALnn#292NALUM.SINGLE HUNG WINDOW,IMPACT ,'7j„A�,�t�`� JR 0BN6/17 G NO CHANGES THIS SHEET. cwmicnrcmn arvme.e sage aro.e 1& 404&20 A.LYNN 4NILLER,P.E. ammar a.re: cn.eaa arc rmmoustxEs.nc. SH700 Half 5 a 11 4040-20 G FLP.E.1�58705 F.K 9/1/D5 J.J. 2/1307 •u Rienls neswvm ITOA DWG# DESCRIPTION PGT# REM 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 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 505 GLAZING CHANNEL(.688 X.500) 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #8 X 1.000 PH.BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1/16 X 1/2-7/18 LAM] 62BVI510 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",518",OR 11/16" ISILICONE,DOW 791,899,995 OR GE 7700 10 1 D80 BALANCE COVER,3/8"OR 5/8" 6BALCVR918 80 A GLASS,5/16"LAM[,(1/8-A,.090 PVB,1/8"A) 11 #8 X.750 PH.PN,SMS 7834AA 81 B.GLASS,5/16"LAM],(118"A.090 PVB,1/8"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS,5/16"LAMI,(1/8"HS,.090 PVB,1/8"HS) 13 1086/1086 SASH TOP GUIDE 42504 83 D.GLASS,7/16"LAMI,(3/18"A.090 PVB,3/16"A) 15 #8 X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 E.GLASS,7116"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;1/8r,AIR SPACE,5/16"LAMI,(1/8"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,(1/8"A.090 PVB,1/8"HS) 19 #8-32 X 1/2"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 I.GLASS,13/16"LAMI IG,1/8-T,AIR SPACE,5/16"LAMI,(1/B"HS,.090 PVB,1/B"HS) 21 4054C FIXED MEETING RAIL 64054C 89 J.GLASS,13/16"LAMI IG;11187,AIR SPACE,7/16"LANG,(3/16"A.090 PVB,3/16"A) 23 4006C SASH TOP RAIL 64006 90 K.GLASS,13/16"LAM[IG;1/8'T,AIR SPACE,7/16"LAMI,(3/16"A.090 PVB,3/16"HS) 25 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67S16G 91 L.GLASS,13/16"LAMI 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"LAMI IG:1/8"A AIR SPACE,5/16"LAMI,(1/8"A.090 PVB,1/8"A) 27 1016 98 X.625 PH.FL.SMS 7858 —2.878--- 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 2.784 30 1226 WSTP.,BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 .062 34 1268 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3/32"X25164"X1" 71622K �0 3. 55 36 1052 LAM IGSET 1NGBLOCK1"X3/4"X1/16" 71052K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K 062 38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K 41 40398 GLAZING BEAD,5/16 LAM.GLASS. 64039B 47 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 O FRAME,I.F.LOW SILL 45 985C GLAZING BEAD,7116"LAM W/GRILL KIT 6985 4$ #4072A 6063-TB 46 4067 GLAZING 1390,13/16"LAMI I.G. 64067 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 PRODUCT REVISED miplyi 50 4074B FRAME,I.F.JAMB Building 64074 Da lditg Cng/Yah the Flor,da Code 52 4009 SILL LATCH(EGRESS)(LOW SILL) 764009 .062 NOM AGnePIMM I-61 -C1�SD,08 7L53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS D. Date �2p21 4. 71 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2' 1 Sy(I 55 1014 SCREEN FRAME(HOR.8 VER.) 61014 .062 NOM Ntl=Dade Product 56 1830 SCREEN CORNER KEY W/RINGS 71630 THICKNESS 57 1631 SCREEN CORNER KEYW/OUT RINGS 71631 ��`�pNN'LYN/yI/''., 58• 1073 SCREEN SPRING 7CASP �� �a•''�ICENS'•�t' �'� 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K O FRAME, I.F.JAMB F � 5!) #4074B,6063-T6 =*; No,58705 49 FRAME,I.F.HIGH SILL #4073A,6063-T6 (USED AS RADIUS TOP HEAD) -_ 1070 TECHNOLOGY DRIVE � '•��� N.VENICE,FL34275 PARTS LIST ���•,ISTA O �� 1941)480.1600 Tee %�51•'•.�ORIDP.NC, G.� R"h"c CERT.OFALITH.12MS ALUM.SINGLE HUNG WINDOW,IMPACT -1,S�ONAL S ��` JR 08/061/7 G NO CHANGES THIS SHEET. - — I n+" - R".- A.ffiftMiLLE`FZ,P.E. CO NDMTTnAIT Divwn nY+ DaOr GI„tls0 DAc PGT 4vDD5TREG,NG F.IC 8/l/05 J.J. 1/23/07 ALLRIGMKSERrD sH7ao NT 6 i1 4040-20 G FL P.E.#58705 I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 Or 47 2 i�I.F.FRAME rte-2.784-�{ .062 I I 2.830 2.330 1.36 .062 6or,50 O FLANGE FRAME HEAD #4002A,6063-T62.784----{ I O FLANGE FRAME SILL (LOM WELD 1.749 3 #4003C,6063-T6 I s Or 5O ALONG SCREW BOSS(2) SEALANT OR GASKET 1 I AT HEAD AND SILL - 2.710 1 1513 738.738 I 082 .490 .040 .062 VIEW D-D VIEW E-E �1.451 (1/1&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER _FRAME CORNER CONSTRUCTION OFLANGE FRAME JAMB O #4025,6063-TS 17 #4053,6063-T5. .050 I- #4RA US TOP 1.165 .878 (USED AS RADIUS TOP HEAD) 1.342 2.326-- •-7 1.096-�. -T �"j ----2.27s--1 os2' O GLAZING BEAD,5/16" I 41 #403913,6063-T5 2.155 1.979 ,G62 1.707 .062 SASH SIDE RAIL 062 F 31 #4008,6063-TS 21 FIXED MEETING RAIL 2g SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) .678 #4054A,6063HD-T6® #4006C,6063HS-T6 #4007,6063-T5 .050 e l8 42 GLAZING BEAD,5/16" #40448,6083-75 PRODUCTRSVISM 2.326----1 1.096 �--�I T (USED W1 GRILL KIT) u complying,rith the Flork4n .062 Anil pt za cock O GLAZING BEAD 7/16" �`"+ a I7'�W20•og 2.946 #4222,6063-T5 � I 3.448 6 2.838 683 .050 gym' Nroe6tY� 062 - -1.097 ��� I"��� 050 '878 GLAZING BEAD,13/16"IG LYNN,1, 1.115-4 f 46 #4067,6063-T5 a�.•'••�ICENSF'• I�-..2.784Q FLANGE FRAME SILL(HIGH) SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" ?*: No.587. 6$ #985C,6063-T5 69 #4051A,6063-T5 #4050A,6063.76 (USED W/GRILL KIT) vz - 0 7070 TECHNOLOGY DRIVE N.VENICE,FL 34276 EXTRUSIONS&FRAME CORNER DETAIL ,� •.,;��pRIDP,.•''•�?�� 18411480-1600 „K CERT.OFAUTH.#MS ALUM-S/NGLEHUNG WINDOW,IMPACT A. JR 06/06/17 G NO CHANGES THIS SHEET. COPYR*HTomn s.weert acme - o.. AW A• j'NW, WO.E• FX �i{05 J.J. X3/07 PorwvvsmEs.m°' ® 8H700 HBIf 7 1 11 4040-20 G FL P.E.#58705 ALL wGMsrtE56riEG ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO ULTRACONS OR#12 28.603 .603 .603 46.603 52.603 58.603 64.603 76.000 SCREWS INTO METAL SUBSTRATE: 34 40 2-114"ELCO SS4 CRETE-FLEX ANCHOR TYPE: p U U p U U p U U O U U p U U p U U p U U p U U 3-#12 SCREWS mU"z zth�NZ ZC'. . Z.0 2chONZ Zm UNZ�ZmONz Zt?�NZ Z WINDOW GLASS of O U U N U U U N U U U U U U N O U'U N U UO U N U U N O O V 2.ANCHOR LOCATIONS ARE BASED ON THE WIDTH TYPE �i FOLLOWIINGDIMENSIONS. 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 HEAD-18112"MAX.FROM TOP CORNERS _ _ _ _ _•_• _._ _,___- JAMBS-17112"MAX.FROM TOP CORNERS H,I,J,K,L 1�2 1;1 111 1;2 1,1 1 2 22 1;2 2�2 212 2�2 2(2 2s2 2!2 2�2 2i2 2T2 2,2 2�2 212 22 2;3 2j2 343 15°MAX.FROM BOTTOM CORNERS 19'125 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 A g N{ __.._.r......._ _I_.__...._... ....__ _.____.,_. .. ___. ..._...._.{._.......i._ __r._ ..._._.__r-_._,-__..._T._. SILL-ANCHORS NOT REQUIRED 1:2 1i1 1 1 112 1i1 12 212 1;2 2�2 2;2 2!2 212 2i2 2;2 2;2 2�2 2j2 2;2 212 212 22 2 3 2 2 3.(3 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 3.INSTALL PER THE ADJACENT TABLE ANCHOR H,I,J,K,L 172 1;1 172 112 1,2 112 272 1 2 22 2 2 212 212 ��-�- �� 3 NOTE2QUANTITIESUSINGTHEDIMENSIONALCRITERIAOF i 1 22 22 2{2 23 2{2 22 2;3 22 2,3 3,3 2'2 3?3 NOTE 2. 24.000 1 1 1 1 1 1 1 1 1 1 1 1 ABN _ .. _..,.__...__ ...r..,_..__...._.._ ..___.._.._..._..-_-_._.. .._ .. ._ _. _ �_..____w._......r_.._____.... 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR a 1 r2 1 j 1 1 2 112 1 2 112 212 1 j 2 212 2 i 2 2 2 212 212 2;2 2�2 2,3 212 212 213 2(2 2?3 3{3 2'2 3 1 3 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 ARE 1"LESS. ...I_. _ _._......_. .... - . — _._._._.. ..... '___.._ ..__ ._ H,I,J,K,L 1 2 112 212 2 3 112 2i2 2 3 1's2 2 3 213 2�2 2[3 2!3 212 2�3 313 2�2 3i3 314 3 2 31:13 3'4 3{3 4 4 5.DESIGN PRESSURE LIMITATIONS: 32.000 .. ._..r.. 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 A,B,M ..._ _-- _.._.- _._.r._ _.,� _._. .._.-_ y_ _...v_.._ __ -.1--.. -..T- BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 1;2 112 2'2 2,3 1;2 2J2 213 1{2 2i3 23 2'2 2'3 2 3 2;2 2$3 313 2{2 3;3 3i4 32 313 3,4 3j3 4{4 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 r._.._ _ _.--_..-__ .-- r..._ _ •-- —.---- 2 ------ MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE H,I,J,K,L 2�2 1i2 2�2 2j3 112 2j3 ?3 2;2 2 3 2i3 212 2 3 2 3 2j3 213 314 2 3 3T3 3�4 3 3 3;4 3{5 3{3 4T4 SIZE AND GLASS TYPE IS AVAILABLE. 37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 TE 4 SHEET 11 FOR METAL SUBSTRATE A,B,M _.., . . __.. ..........._._.. {.... ....._ ..,._-.. ...,..._ ... 8 SEE NO S 22 11.2 212 213 1 2 213 2j3 22 213 2j3 2!2 2j3 23 23 2'3 3;4 2;3 33 314 3!3 34 315 33 4j4 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,L 21:2: 1i2 212 213 212 213 2;3 2;2 2 3 213 213 213 214 213 3'3131412!3 3j4 3j5 3!3 3i4 4'5 313 4`4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 '_2.___2 2 2 2 1i2 2 2 2i3 2;2 213 213 2;2 2,3 2 3 213 213 214 213 313 314 2;3 3 4 3i5 313 3j4 415 3i3 414 TABLE KEY: PSF 79 MAX.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) 118 44.000 H,I,J,K,L 2 2 2 2 2i2 2f3 2j2 2T3 213 2 2 313 2 4 2�3 3 3 314 2j3 313 3(4 2;3 3j4 3 5 3 3 3 4 415 3 4 415 HEAD 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2, 2 2 2 JAMB ABOVE 2 3 Ag'M 2 2 232 212 2 3 2 2 213 2;3 2i2 3;3 2A 2`3 3'3 3;4 2 3 3j3 3j4 213 3j4 3 5 313 3j4 4`5 3,4 415 MTG.RAIL PSF 79 79 PRODUCtREVI&W JAMB BELOW v cu.plyitrgvith"FaPa�O 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 2G RAIL Hutal°E�8 D(a3fl.Og Ar:oP_ N.�i -... ......-._..._.,....._r- ---�^................_...... ....E_..�.__ . ._r_...�..._._, -a_...._-..._ 48.000 H,I,J,K,L 2 2 2i2 2 2 2i3 2':2 2;3 314 2 3 313 3'4 2 3 314 3;4 2?3 3j4 3;5 3;3 3i4 3;5 3j3 45 416 3!4 5j5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 (FULL DP) 13 -2T-2 ___.._ . r- HEAD 2 Mtv°' aae P 1-1 A B,M - r _.._ _. �... 2 2 212 2 2 2�3 212 23 3j4 213 3i3 314 213 314 314 2i3 3!4 3;5 313 314 3;5 313 4j5 4i6 3i4 5!5 JAMB ABOVE 2 3 72 791 79 MTG.RAIL �.�``�NY LYNNE%,� 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB BELOW ��` 10EN ! 53.125 H,I,J,K,LF 2 2 2'2 2121 2 3 2 2 2I 3 31 --._....__.._ .._._._..._r._.. A._.__ � ��:•'' � SF •�!� C,D,E,F,G, 2 2 2 2 2 2 2 �._.....r.__.,_ ......... _._T... 4 2;3 3;4 3=4 213 3;4 3 4 3;3 3j4 3?5 3;3 4,4 4i6 3'4 4 5 4j6 3j4 5 6 MTG.RAIL 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 * °' *� A,B,M - - .._,. _. - --`- - - __... -'r'- _--.-- - -1 FULL DP - 58705 2 2 212 _2F2 2 3 212 2:3 3;4 2 3 314 3 4 2 3 3;4 3 4 3 3 314 3.5 3,3 4i4141513!3141 5 4 6 314 4,5 = p 1070 TECM01.OGY OWE �O STATE ) �.' N.EN]e.FL 0 ANCHORAGE SPACING, 1/1 WINDOWS %'SFS•.,�(pRIDP,.•'G\��� Rnw°r: o.x r+",+.1ox CERT.OFAUTH.NM296 ALUM.SINGLE HUNG WINDOW,IMPACT ����51OfId� EN JR 03/08/17 G NO CHANGES THIS SHEET. covmicnrown s.labac cor �' o,..mmrm a.r A.LYNNtM1/I��fitP.�. am�° o rm wcusrn�s.i°c. ® SH700 NT$ 8 d 11 4040-20 G FL P.E.#58705 F.Ker.' tav:7/29/051—J.712/23/07 1summ�tsaesrnro ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1.ANCHOR TYPES: 1-114'ELCO ULTRACONS OR#12 WINDOW HEIGHT SCREWS INTO METAL SUBSTRATE:----- 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 2-114"ELCO SS4 CRETE-FLEX ANCHOR TYPE. ❑ U .0 ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U 3-#1zsCREWS WINDOW GLASS cn0 zTzclo zTzcto zTzc�O z zmo z zm0 zr zcn0 z z�0 z-0 NANO ON NU ON NO ON NOTON NOON NO ON NOTON NO O 2.ANCHOR LOCATIONS ARE BASED ON THE WIDTH TYPE 5 U U U U U U U U U U 0 U U $ U U U U FOLLOWING DIMENSIONS: 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 HEAD-18112'MAX.FROM TOP CORNERS _..-_-___ .__.__..... _,_ _.____.__f__..,.--.L L. I-_ _-..... - �._. JAMBS-1712'MAX.FROM TOP CORNERS H,I,J,K,L 1�7 tf1 1(1 2?2 211 22 2;2 2I1 212 Ti2r212 2{c 2r2 2i2 2�2 2!2 2j2 2 2 312 212 3,2 3;2 2i2 3!2 15"MAX.FROM BOTTOM CORNERS 19.125 1r 1_ 1 _1 -F 1 1 6"MAX.BELOW MTG,RAIL A,B,M 1,1 111 1(1 2I2 211 2;2 2,2 2f1 212 212 212 212 212 2`2 22 212 212 2;2 312 2(2 312 312 j2 3l2 SILL-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 _._.__....._ ._. - - _ _..__. -- _ -, . --- -t'- -i NOTE 2. 24.000 H,I,J,K,L 1 1 1T1 1I1 2!2 1,1 212 2!2 2;2 2!2 212 2r2 212 2i2 212 3;2 3?2 2I2 312 3;2 2 2 3i2 3`2 212 32 A,B,M 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 _. _.,._._.__._.T_._ __. r.....___.-.1--_--•-.. __�___._._�.. .. --...r._.. _t._ FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 11 1T1 111 2121?1 21222 i 2122122122T22122123!2 1 2123i23i22,2352 -- 2;23!2 ARE 1"LESS. PSF 68 77 I C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 'd _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 1 1 171 1 1 2;2 2°2 2}2 273 2 2 2 2 3,3 2?2 3j3 3}3 3{2 313 3i3 2i2 3i3 4 3 3'2 4f3 41;3 312 4 3 SIZE BLOCKS OF THE ADJACENT TABLEWITHA BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 1 1 1 1 _1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 _1 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A'B'M 1 1 111 7 1 2 2 2 j 2 2€2 2 4 3 212 2 1 2 3;3 2i2 3 i 3 3 i 3 3 i 2 3'3 3;3 2 2 3!3 4 3 3[2 4 1 3 4T3 3 1 2 4!3 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE PSF 59 67 79 SIZE AND GLASS TYPE IS AVAILABLE. C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 6. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE 37.000 H,I,J,K,L 1 1 111 1 1 2 2 212 2r2 213 2r2 2 3 8;3 2(2 313 313 3r3 413 1"i y3!2 313 413 3I2 4I3 4T4 312 4!3 REQUIREMENTS. 1 _1 1 2 _t_ 1 2 1 2 2 1 2. 2 _1 2 2 1 2 2 1 2 2 _1 _2 -- A,B,M 1 1 111 1 1 2 2 212 212 2113 212 2f3 313 212 313 313 313 4 3 3!3 312 313 4113 312 413 414 312 413 I PSF 54 1 79 62 79 C,D,E,F,G, 2 1 2 2 2 . 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 „2 _ _.._ T'- 1111111 _._. _ .�....r_ _......_.....v_ 40.000 H,I,J,K,L 1 1 1 1 Ill 2 2 2 2 2`2 213 2!2 313 3I3 212 313 4�3 3?3 413 313 3;3 4;3 4;4 3,3 413 414 3I3 513 2 2 2 2 2 2 2 2 A,B,M 12 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 TABLE KEY: Milli 1 1 2 2 2r2 2r2 213 2!2 3;3 3+3 212 313 4i3 3 3 4 3 3i3 33 413 4r4 313 4�3 414 3 3 513 MAX.PSF PSF 49 79 56 79 79 (DP LIMITED) 117 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 HEAD 3 _.._..._. _ --- _. - - r- .w i 1- 44.000 H,I,J,K,L 1 1 1 1 1 1 2 2 212 2 2 3;3 212 3i3 3`4 2`3313 414 3 43 4f4 3?3 413 4;4 3]-3 4T3 4;4 3;3 5;4 JAMB ABOVE 3 3 f 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 MTG.RAIL A,B,M �------ ( .._, �. ---._ _- PRODUCTREVISED 1 1 1 1 1 1 2 2 212 2 2 3!3 2.'2 3!3 3�4 2;3 3,3 414 313 4 3 4;4 313 413 414 3 3 413 4 4 3 3 514 JAMB BELOW as compfyirtg withftm FEW9� MTG.RAIL I3ultdio®coda PSF 45 74 51 74 79 79 Accaptz iw No 1 •D 1_ 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 E+1De 48.000 H,I,J,K,L 1 11 1 1 1 2 2 212 2 2 3 3 22 3 3 3;4 313 3;3 4 4 3'3 44 4;4 3!3 4?4 414 4,3 5•;4 414 413 54 FULL DP s2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 HEAD 2nrod¢cf Cti Stttl ABM _ _...__...._.__.. _ T_ .�._.._�._-� 4 111 7 1 222;222332123'33143(33r34E43;34'4443:34f44144�35;44,4435:4 JAMB ABOVE 212 PSF 41 67 46 B7 76 79 MTG.RAIL �.�``�NY LYNN�''�,,, C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAMB BELOW ;�c1� LICENSE /�C��' 53.125 H,I,I,K,L 7 1 1 1 1 1 2 2 2 2 2 2 3 3 3°3 3 3 4`4 3':3 414 4 4 3 3 4'4 4'4 Ti 4 4 5'5 4'3 5.4 5.'5 413 5'4 MTG.RAIL _ 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 _= A; 58 No 705 A,B,M __.- ._...r,_... _r.._--.._.._... �......__. ._....:.,._._..r. FULL DP _ 1 1 1 1 1 1 2 2 22 2 2 3 3 3T3 3`3 4V4 3'3 414 414 33 414 4;4 3 3 4!4 5,4 413 5;4 544 413 5:4 - imo 7EctwoLocv DRIVE `�"0"" =�0 sT N.VENICE,FL 34275 ANCHORAGE SPACING,STANDARD VIEW ' �` '•'ic �� (e41)43o•1600 � .,SS �� r CERT.OFAUTH.tt29Z46 ALUM.SINGLE HUNG WINDOW,IMPACT '�, �ONp JRit."or Of✓OrJ77 G NO CHANGES THIS SHEET. cowaiGnrnm,7 a,wH70 saes 19 araraA.�L'YNt�l1t-Iy�LEY3;P.E. awn ay: o.rc ermaee am PGTNW5TRtMM ® SH70D N75 9 d 11 4040-20 G FLP.E.#58705 F.K 789/05 J.J. 223107 IAl1RNilIi51iF5ERVEa ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS),CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLET ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES: 1-1/4"ELCO ULTRACONS OR#12 SUBSTRATE: 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 SCREWS INTO METAL N � 2- SS 1/4" 4 CRETE-FLEX ANCHOR TYPE: C2 U (3 U U ❑ U U U U ❑ U U ❑ U U 3-#12 SCREWSZZO ZZt70 ZZcm0 ZZm0 2Z WINDOW GLASS q N Z�ZMONZrZOO Z, ZOON N - N O O N O O N N O O NO0 0 N ON0 0�O0 O N gO0 CIT O 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLO WIING WIDTH TYPE U U U U U 3: U U 3: U U U U U U U U DIMENSIONS: 19.125 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_181/2"MAX.FROM CORNERS J K,L � � � p 22 2 2 2 2 2 �2 2 2 2 3 2 3 3 2 3 3 3 ..3.. AM 7 .FR FROM P CORNERS 11 1/2"MAX.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 24.000 __...- _... ...._. .._.-..._.-.._-_........ _-.-......._.._...---_........._. K,L -� � � 2 _2 2.... 22 22 2 3 3 2 3 3 2 3 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 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED 32.000 .. ....,-... ..-._ _ ...... .-..-... .._....._..._ .. ....._... ..........._... ........ :,..... ......._...... ._.._. ---... _..........__._ ..... ._.... ._... -__ ......., 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 VIEW WINDOWS FROM TABLES 7.AND 8.USING THE PSFJ 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. ._. ....._. ._._ ..._... .-_.-. ........ __- ._.. ._..---- -..-._.... .--.--..---._._... 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K,L I I 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 WINDOWS ARE 12 5/8'MIN,TO 38"MAX. PSFJ 1 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 2 2 2 2 2 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 3 3 ---.3.-----5- _.. . ....-....._... ......_ K,L 1 � 1 2 2 2 3 3 4 3 4 4 3 4 4 4 4 5 5 4 8 1"LESS. PSF 79 76 79 77 79 79 79 6.DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 44.000 D,E,F,J. 2 ,2 2 2 2 2 2 2 22 _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 2 2 2 3 3 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 1 79 73 1 76 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 13 2 2 2 2 2 3 2 2 3 2 2 3 2 2 PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 8 6 5 6 7, SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE REQS. PSF 71 79 63 71 79 64 74 s6 77 69 69 TABLE 7.KEY: 63.125 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 1 1 1 2 2 2 3 3 3 4 4 4 5 -4--5 6 ....5... 6 fi_....5......7 ...6. 5 MAX.PSF 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 TABLE 8. JAMB ABOVE 2 SASH HEIGHT MIG.RAIL SUBSTRATE: 12.776 15.776 18.776 1 21.776 24.776 27.776 1 30.776 31.106 ANCHOR TYPE., 55 v c Z0 ?o v U FULL D NO 2 � O Z Z?O Z Z ?O Z � Z ?ONZ O ZO O OOZ ZOZ Z ? VlN�nW O O O O N Q OO $ O O N Q OO U U U WIDTH m 5 �HE JAMB 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 OVE 4 MIG.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 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 1 2 3 3 2 3 4 2 3 4 2 3 TABLE 8.KEY: PRODUCTREVISED us mmrAying with the Ftovide 37.000 79 MAX.PSF Building fcode l Oro371 I 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 -3-T-3-T-3 4 3 3 4 3 4 (DP LIMITED) 112 S*!�' Dft a 40.000 --2-F-27-7274 JAMB BELOW 2 B 2 2 2 3 2 3 3 2-1-3 3 3 3 4 3 3 4 3 4 4 3 4 MfG RAIL Me Pmd t tt 44.000 68 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 (FULL DP) 83 72 79 48.000 2 2 2 2fE21 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 J MIG W ? No.58705 53.125 73 58 86 72 SEE TABLE 3 FOR 2 2 2 22 33 1 3 1 4 1 3 4 4 3 4 1 5 1 3 1 4 5 1 3 1 5 5 3 5 FULL DP f TECHNOLOGY DRNE o.. Off 1070 ATE0 � /4 ' -, I N.VENICE,FL 34275 ANCHORAGE SPACING,CUSTOM VIEW %c<` •'•:�<ORIDP,.•' ���� Reva4 Y• Oate Rer@bnf: CERT. 1FAU#29M6j�nv. ALUM.SINGLE HUNG WINDOW,IMPACT ENG`` JR 06/08/17 O NO CHANGES THIS SHEET. eur Sn.e .ww. R.e A.)480-1600 LYNN MIL P.E. COPYRIGnT�aI1T O,a"n ey: l� Gemk"0 PGTINGUSTRE%WG F.K. 7129105 J.J. ?J23�07 n .GMSR -D SM00 N 10 a 117 4040 20 G FL P.E.#58705 EXTERIOR INTERIOR NOTES: i-3/4"MIN.EDGE 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE COUNTY (ULTRACON ANCHOR)— (ALL HEAD AND SILL DETAILS) WOOD ANCHOR (SEE NOTE 2&3) APPROVED 1/4'ELCO ULTRACONS OR 114"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 2-1/2"MIN.EDGE CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS I 31e FOR ULTRACONS INTO CONC.,2-1t2"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(GS), 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 S-07 Z(8d))8d PENNY SS ZINC COATED COMMON NAILS,TYPE 1,STYLE 10—FIN MOUNTED :,.I 314'MIN. ONLY(SEE DETAILS E,F AND G THIS SHEET) OPTIONAL Ix 13/8 3.WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE SUCKS WHOSE WOOD BUCK MIN. TOTAL THICKNESS IS LESS THAN 1 1/2'. 1.x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE (SEE NOTE 3) INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE I 112"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE 1w ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 1w MAXj iz MAX.1 4.FOR ATTACHMENT TO ALUMINUM,THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF SHIM SHIM 6063-T5 AND A MINIMUM OF I/W THICK.FOR ATTACHMENT TO STEEL OR STEEL STUDS, 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(ULTJCRETEFLEX 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 S.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 13/8" MIN. 6.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. 1/4"MAX.SHIM 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE U) C.) 2-14 CONCRETE ANCHOR, I'MIMEDGE FLORIDA BUILDING CODE. IM FH BELOW MEETINGRu RAIL(SEE NOTE 2) i WOOD ANCHOR, FH BELOW MEETING 3.35 KSI MIN.CONCRETE RAIL.(SEE NOTE 2) OR 1.5 KSI MIN.CMU INTERIOR Ix BUCK OPTIONAL WITH SOLID CONCRETE OR (ALL JAMS DETAILS) EXTERIOR CMU SUBSTRATE(SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114" 6/8'MIN.EDGE 2-1/2"EMBEDMENT— MAX. SHIM 1/4" WOOD FRAME MAX —WOOD FRAME SHIM 518""MIN EDGE PRODUCT REVISED " 'm r18'"MIN um (,A-- .131'DIA.MIN, m cornplying with the Florida 2-1/2*EMI MOMENT x 21/2"NAIL, Buildin#Co& .131"DIA.MIN. AT CORNERS A.�Vwo No 0 0.0 x2l/2"NAIL, AND 5"O.C. &rfttioaDate H��%D'21 NAIL, AT CORNERS —WOOD FRAME R J_A BY .C. AND S"O.C. t 5/8"MIN:EDGE Miami adeProduct .1 31"DIA.MIN. 1/4' x 2112"NAIL, Y LYN4t MAX. SHIM AT CORNERS AND 5*O.G. EMBEDMENT DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) No.5a705 TYPICAL INTEGRAL FIN ANCHORAGE c rj2g'_ 1070 TECHNOLOGY DRIVE0 • STA zE OF N.(VENI941)CE.FL 3427S ANCHORAGE DETAILS 480-16DO q. ......... CERT.OF AUTH.929M ;10 J_G IREWSEDTOMTCHNEW2017PSCANCHORAGE. ALUM.SINGLE HUNG //' NAL St"" WINDOW,IMPACT %1% Iftft-4040w2o JP� A.LYNIUMINVIR,P.E. 'M=7