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HomeMy WebLinkAboutProduct approval -single hung l RECEIVED MAR 0 8 1018 MIAMI-DiADE MIAMI-DARE COUNTY Permitting DepartmenQRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCESW County 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.¢ovleconomy 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 AW 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: one:DESCRIPTION: Series 11SH-700"Aluminum Single Hung Window—L.M1. 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 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#16-0714.06 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 KM E COUNTY ��7 Expiration Date: March 26,2021 Approval Date: November 30,2017 ((( Page 1 PGT Industries,Inc. NOTICE 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 1 I 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®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. FTL4957, 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. FTL4958 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) Manueler P.E. Product ContrEx finer 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(CONTU%ED) 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.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 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) v 1 an el A I e—reA P.E. Product Contr t Exa finer NOA No. 7- 0.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E-2 r PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNE=D C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5a' Edition (2014)and FBC 6h Edition (2017),dated 06/22/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1306-04 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 5''Edition (2014) and FBC 611 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 Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647,FTL-4648, FTL4649,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 NDA 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 r ,P.E. ProductCo rol 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: *2017 FLORIDA BUILDING CODE(FBC),0TH EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) •2014 FLORIDA BUILDING CODE(FOC),STH EDITION -ASTM E1300'04 &ANSI/AF&PA MDS-2015 FOR WOOD CONSTRUCTION A.5/18"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A.090'KURARAY TROSIFOL"PVB(BY KURARAY AMERICA,INC.) -ALUMINUM DESIGN MANUAL,ADM-2015 OR.090"SAFLEX*'VB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) •AISI 5100-12 B.5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A 'Also 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"PVB(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.7/16"LAMI CONSISTING OF'PVB LITE OF W16-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.............S G.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16'LAW 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 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 1/8'HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL" FNB(BY KURARAY AMERICA,INC.) CORNER DETAIL..............7 OR.D90"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................8-11 1.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) J.13/18"LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/18"ANNEALED GLASS WITH A .090'KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX"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 Material Min.Fy Min.F. OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL" PVB(BY KURARAY AMERICA,INC.) Steel Screw 92 ksl 120 ksi OR.D90"SAFLEX*PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) Elco Ultra 155 ksi g177kslL.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAM)CONSISTING OF(2)LITES OF 3/18'HEAT STRENGTHENED GLASSWI7H A.080"KURARAY TROSIFOL PVB(B(BY KURARAY AMERICA,INC.)OR.090'SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 410 SS Elco CrateFle>c® 127.4 ksi M.13118"LAMI IG:(1)LITE OF 1/8'ANNEALED GLASS,AN AIR SPACE ANO 5/18'LAMI CONSISTING OF(2)UTES OF 1/8'ANNEALED GLASS WITH A 6063-T5 Alumirum 16 ksl.090"KURARAY TROSIFOL"PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) A36 Steel 3 kksi Gr.33 Steel Stud 33 ksl 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL WI 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 complying with the FkAb 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Acldmg CON` I Acep-No �8 uxe ,'2021 7.REFERENCES:TEST REPORTS FTL-4645,FTL-0646,FTL-4647,FTL-4848,FTL4649,FTL-4650,FTL-4651,FTL-4723,FTL-4957,FTL4958 AND FTL-5063. By ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL Minm Dade N.dm `,11111117 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. ����,.••••••• d/j/"//i� �`3� l�N3F ••,`Ctn 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). �.: �No.58706 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. y•/�" 10711TECHNOLOGY DRIVE y,y„t •' STA OF I!' N.VENICE,FL 34275 GENERAL NOTES �'., S;'•"ta+lD ••''• (0-,)40-0-,eno +� //`s7ONAI E �• 06'0617 O 11PDATEDANCHORAGETOF'BC2017 CERT.OFAUTH.x20295 ALUM.SINGLE HUNG WINDOW,IMPACT /7/'111111110, ` eornewx*eam+ r�..1rr� I_ o..41rw �. A.LYNN MILLER,P.E. FJC EV1A?S JJ. Y23g7 .a�inu,WinAo j� - 3i(700 NTS 1 + 11 4040-20 G FL P.E.#58705 Pari# Description Material 71 Kommeriing 4SG TPS Spacer System 72 Quanex Super Spacer nXT With Hot Melt Butyl See this Sheet for 73 Quanex Duraseal Spacer Materials 41 112"NOM. 44 112"NOM. REFERENCa STI E R E RETS:FTLa-9717.e96e 8 6970 cer GLASS BITE GLASS BIT 70 37 70 37 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3716"ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 090 PVB INTERLAYER 1!8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5/18"NOM. 7/16'LAMINATED 5/16"LAMINATED GLASS 80,81 or 82 7/16"LAMINATED GLASS 83,84 or 85 NOTE: LAM]IG OUTBOARD EXTERIOR INTERIOR 71-74 71-74 a UPGRADED T MAY 1 0- (ALL SECTIONS) UPGRADED TO 3/16" WITH NO CHANGE IN PVB"= DESIGN PRESSURE. KURARAY TROSIFOL 112'NOM. 112'NOM. PVB INTERLAYER 46 GLASS BITE 46 GLASS BITE a or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 38 70 38 T___ 70 1/8"ANNEALED OR HEAT STRENGTHENED GLASS3/18"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER ETL .090 PVB INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5/16"LAMINATED 7/16'LAMINATED AIR SPACE AIR SPACE 1/8"ANNEALED OR TEMPERED GLASS 118"TEMPERED GLASS 13116"NOM. 13/16"NOM. 13/16"LAMI IG GLASS W/5/16"LAMI 86,87,88 or 92 13/16"LAMI IG GLASS W/7/16"LAMI 89,90 or 91 ALUMINUM SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA STRUCTURAL BUTYLENE 6116'NOM. PRODUCT REVISED thO STRUCTURAL SILICONE � 3116"NOM. 5118'NOM. SEAL ay complying with the Rori4a POLYISOBUTYLENE— 1/4"NOM. FOAM BUTYL 6 SILICONE SEAL Sodding G1dc WITH DESICCANT WITH ROLL-FORMED DESICCANT F "Win ro at DESICCANT FOAM STAINLESS STEEL � ex o1i n Datc T1D21 EXT.GLASS EXT.GLASS EXT.GLASS Dv / ' EXT.GLASS I, i Pra4r..tC (111111 �0NY LYiyh INT.GLASS INT.GLASS INT.GLASS INT.GLASS t ,. 7, KODISPACE 72 SUPER �73�DURASEAL@ 74 XL EDGE' '1k r No.58705 * O O ® TM 4SG TPS SPACER NXT SPACER SPACER � � � STA EO ..F 1070 TECHNOLOGY DRNE - _ N.VENICE.FL 34275 GLAZING DETAILS '�FS''•.��ORION. NN (941)460.1600 %SyONAL ENG``• JR ON7N17 " nroCfw�GESTi/l33flFET CERT OF AUTH m9zn6 ALUM.SINGLE HUNG WINDOW,IMPACT I1 LI 1 corvnic"roan �+ 4uc n.tir. A.LYNN�,tILt�R,P.E. a�..o er a.rr a.�r ar ror wousrr4cs.r+c Q' SMaO FU11 2 r 11 4040-20 G FL P.E.1158705 F.K 877145 JJ. Z2W7 w"ss nEun"co 111 FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT ^c WIDTH GLASS TYPE 83" r+..0.0 6" 68" 70" 72" 74" 78" MEETING RAIL 48" A,B,M +80.0 -80.0 -80.0 +80.0 40.0 +80.0 40.0 +80.0 40.0 +60.0 -80.0 +80.0 -80.0 HT. 60" A,B,M +80.0 40.0 40.0 +80.0 40.0 +80.0 -60.0 +80.0 -80.0 +80.0 -60.0 +79.0 -79.0 62" A,B,M +80.0 40.0 -80.0 +80.0 -80.0 +80,0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 SA H 631/8" A,B,M +80.0 40.0 -80.0 +79.6 -79.6 +78.2 -78.2 +78.9 -76.8 +75.4 -75.4 +74.0 -74.0 C,D,EF,G,H,I,J,K,L +60.0 80.0 80.0 +80.0 40.0 +80.0 80.0 +80.0 40.0 +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 HEIGHT7MEETIONG " WIDTH GLASS TYPE 38 3/8" M" 50 6/8" 63" 72" 74" 76^48^ A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 $0,0 +80,0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0HT. RAIL 60" A,B,M +80.0 -80.0 +60.0 -80.0 +80.0 40.0 +79,9 -79,9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 X" _SH 62" A,S,M +80.0 -80.0 +80.0 -80.0 +60.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 47.6 63118" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 40.0 +75.0 -75.0 +68.0 48.0 +66,7 46.7 +65.5 45.5 UPTO631/8•' C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 40.0 +80,0 40.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70,0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH a 76"FLANGED AND 76"INTEGRAL FIN) W T ^O^ MINUS WIDTH GLASS TYPE 17118" 2211/16" 283/16- 33314" 1 3961116- 1 4413116" 1 50 3!8" 6616/16" SASH 63118^ D,E,F,J,K,L+ +60.0 1 -80.0 +80.0 A0.0 +80.0 1 -60.0 +60.0 40.0 1+70.0 1 -70.0 1 +70.0 -70.0 1+70.0 1 -70.0 1+70.0 1 -70.0 HT. HT. MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. A.5116"LAMI-(1/WA,.090,1/8"A) FTL4847,4648.4723,4957 S.5/18'LAMI- 1/9-A,.090,1/8"HS FTL•4647,4648 C.6/1W LAW-(1/WHS..090,1/8"HS) FTL4"T 4648 D.711W LAMI-(3/16"A,.090,3/16"A FTL-4645,4885 E.7/1W LAMI-(3116"A..090,3/16"HS FTL-4645 F.7118"LAMI- 16"HS,.090,YIWHS FTL4645 G.13/1W LAMI IG-1/6"T,AIR SPACE,5/16"LAM]- 1/8"A,.090,IIWA) MAW,4723 VRODUCI RGVISED H.13116"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI- 1/8"A,.090,1/8"HS FTL4848 W-00Yingwlth ux Flo" U,nldinA Cade I. 13/16"LAMI IG-1/8"T.AIR SPACE,5116"LAMI- 11WHS,.090,11WHS - FTL-4646 no p mu Ho I D.D� fi. i(a" Ihte J.13118"LAMI IG-1/8"T,AIR SPACE,7118"LAMI- 16"A,.090,3/16"A FTL-4848,4850 Oil K.13116"LAMI IG-1/8"T.AIR SPACE,7/16"LAMI-(3/16"A-090,3/16"HS) FTL4849,4650,4958 Lsy Miami ProA�ct L 13116"LAMI IG-118`T,AIR SPACE,7/18'LAMI-(3/16 HS,.080,3/16 HS) FTL 4649,4650 �I1�I 1111 M.13/18"LAMI IG-1/8"A,AIR SPACE,5/16"LAMI-(IIWA,.090,1/8"A) FTL-M3 %% f, 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 IIDSN�••' PRESSURES ARE UNEFFECTED. *,•' srm 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 3B"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 owVe LIMITATIONS. N.VENICE,FL 34 (941)40a WO275 DESIGN PRESSURES ..tom_.. JR a6�aw17 G NOCHANGESTHISSHEET CERT.OFAUTK#29M ALUM.SINGLE HUNG WINDOW,IMPACT )L�11E�```�� tonr" ronn wrr a�w - n.r�r A.LYNN MILLER,P.E. F or �` 8N700 NTS 3 • 11 404GL20 G FL P.E.#58705 FJG 8HAk7 J.J. T11SM17 ,u.nia�nenesrnr® 531/8'MAX.FLANGED WIDTH 52118'MAX.I.F.WIDTH 40 518'MAX.FLXED D C-+—I DLO(ALL) � 75'MAX. F 75'MAX. I 75'MAX. SEE DLO LF. A A LF. I.F. TABLE j D—J HEI HT SEE DLO HEIGHT SEE DLA C HEIGHT TABLE O � TABLE O / L 78'MAX. 76'1 AX. 76"MAX. FLANGED FLANGED L FLANGED HEI 3HT SEE HEI HT S E HEI SEE DLO H8' TABLE X j SAH SEE DLO j SEE DLO (MAX.) TABLE X TSE X j 1 HEI HT N 4 1.. -- 48 1/4"MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1/1 B E—� T- ;;47 75' I 75'MAX I I.F. I.F. SEE DLO I HEI E+� HEI HT TABLE / S EE OLD DLO O TABLE O 75•MAX. � 76"1 4AX. FLANGED FLANGED HEI 3HT ! HEI HT SEE DLOTABLE X j I SASH SEE DLO TABLE x j SASH PRODUCT REVISED HEIGHT HEIGHT ammlilyleg with the Fluids Wdina C.& B A...pt.."No DETAIL D DETAIL E irer;ODOR 2021 VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) M, NOTES: `�.`�� ......... 'fjv''., 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. �tDENBF �� 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. z * %.5870 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. — 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. -1;(\.'. I IA4TE -Z 1070 TECHNOLOGY DRNE �� F( N.IENKE.f�3t275 ELEVATIONS '�SS D." CG��`� twtl�eattwo ''�i�ONAL rAr OngN17 o HDt NN(iE87}BS81fET CERT.OPAt11AMA0 ALUM.SINGLE HUNG WINDOW,IMPACT 'Atntil10, wrvRimrteaen s,rr,Re — — ..Ter w< A.LYNN MILLER,P.E. w tare ak roi r wnt Ra.NC ju� SH70D NTS 4 + 11 404010 G FL P.E.#58705 F.K IW1A15 JJ. 2123N7 KlR10M18 R6FAVFD 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 INSIDE INSIDE MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 31 9,10,11,15,16 MAX. ¢ 3 0" + O +^— FIXED 2'710" LITE DAYLIGHT 25 OPENING rl OUTSIDE 25 MAX FIXED LITE DAYLIGHT OPENING MAX.WIDTH SECTION A-A 6 23 OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 47 50 MAX. 5 HEIGHT 21 2.946 HIGH OUTSIDE SILL S 2.330 I LOW SILL VENT DAYLIGHT 9 HIGH SILL 48 — LOW SILL — — HEAD — _ JAMB OUTSIDE OPENING 68 2.710' 28 I.F.FRAME 53 OUTSIDE PRt)[)UC7'R}:VISIT) 6 , «.myr;�..;u,Ing r•4rfitn S -- A,ildpi code 53 Flecopixnu No I •ot a.og 2.946" 'Jo2 2.330" (HIGH SILL) 63 k aPirofxm pa c G 1 52 (LOW SILL) y SEE NOTE ABOVE I 54 64 al� S 3 30 ULTRALIFT 9 67 12 ONLY ULTRALIFT ;* No.58705 ' 12 ONLY SECTION C-C SECTION B-B _ (LOW SILL SHOWN - ALTERNATE HIGH SILL RADIUS TOP _ (HEAD DETAIL-FLANGED VERSION) 1070TECHNOLOGY DRIVE �"^ O'�•' S ;'(`��� N.VENICE,FL 74 T75 SECTIONS :�S ��oaron••' (941)480-1800 r� %lS�'•... �\��� JRA Asrols✓17 �G NOGMAN'ES THIS SHEET CERT.OFAUTH.#292% ALUM.SINGLE HUNG WINDOW,IMPACT a.d.eJ.J. n.n.T12N07 rnovaclrra�an r,.ww sw, o.,wnre ise A.LYNN MILLER,P.E. 'it1ND1's"'t'"` SIfI00 Half 5 d 11 4040-20 G FL P.E.#58705 F.K. 9V1/DS u marts ne>En�n ITEM DWG# DESCRIPTION PGT# REM DWG# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 80 1835 SCREEN SPLINE-.135 DW HARD 61635K 2 1155 08 X 1.000 QUAD PN.SMS 781 POA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL 612226 63 505 GLAZING CHANNEL ASS X.500 6533402 6 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1/16 X 1/2-7/16 LMII 628V1510 7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 40501 FLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE,3/8',W,OR 11/16" 70 ISILICONE,DOW 791,699,996 OR GE 7700 10 1080 BALANCE COVER,318"OR 5/8" 6BALCVR916 60 A GLASS,5/16"LMA,(1/8-A,.090 PV3,1/8"A) 11 #8 X.750 PH.PN.SMS 7834M 81 B.GLASS,5/16"LAM, 118"1.090 PVB,1/8"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS,6116"LAM, 1/8"HS,.090 P\/B,1/B-HS) 13 108611086 SASH TOP GUIDE 42504 83 D.GLASS,7/16'LAM,(3/16"A.090 PV3,3l16"A) 15 1 08 X 1 PHILLIPS FLATHEAD S.STL 78X1 FPAX 84 E.GLASS,7/18"LAM,(3116"1.090 PVB,3/16"HS) 16 1080-1 BALANCE COVER,11116" 6BALCVR670 85 F.GLASS,7118"LAMI,(3/18"HS,.090 PV3,3/16"HS) 17 4053 SASH STOP COVER 64053 86 G.GLASS,13/16'LM IG;1/8"f,AIR SPACE,5/16"LAM,(1/8"1.090 PVB,1/8"A) 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAMI IG;1/8'T,AIR SPACE,5/16"LAM,(1/8"A.090 PVB,1/e"HS) 19 #8.32 X 1/2'LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 I.GLASS,13/16"LAMI IG;118"7,AIR SPACE,5116"LAM,(1/8"HS,.090 PVB,I/B"HS) 21 4054C FIXED MEETING RAIL 64054C 89 J.GLASS,13/18"LAM IG;1/8"T,AIR SPACE,7/16"LAM,(3/16"A.090 PVB,3/16" 23 4006C SASH TOP RAL 64008 90 K GLASS,13/18"LAMI IG;1/8"T,AIR SPACE,7/16"LAM, 3/16"A.090 PV3,3/16"HS) 25 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67S16G 91 L.GLASS,13/16"LAMI IG;1/8'T,AR SPACE,7/18"LAM,(3N6"HS,.090 PVB,3/16"HS 26 1096 SWEEP LATCH 71096 92 IM.GLASS,13/16"LAM IG;1/8"A AIRSPACE,5116"LAM,(1/8"A.090 PVB,1/8" 27 1016 #8 X.625 PH.FL.SMS 7858 2.878 28 007 SASH BOTTOM RAIL(LOW SILL) 612230 30 1226 WSTP.,BULB VINYL 6TP249 2.784 31 4008 SASH SIDE RAL 612231 34 1268 SASH FACE GUIDE 42501 .062 35 1622 LAM SETTING BLOCK 3132"X25164"X 1" 71622K I 38 1052 LAM IG SETTING BLOCK 1"X3l4'X 1l16' 71052K 3. 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247WK 38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K 41 40398 GLAZING BEAD,5116 LAM GLASS. 64039E O FRAME,I.F.HEAD 42 40448 GLAZING BEAD,5/16 LAM W/GRILL KIT 844703 47 #4071A,6063-TB 44 4222A GLAZING BEAD,7/16-LAN 64222 48 FRAME, I.F. LOW SILL 45 985C GLAZING BEAD,7116'LAM WIGRILL KIT 6985 46 4067 GLAZING BEAD,13/16"LAM I.G. 64067 #4072A,6063-T6 47 4071A FRAME,I.F.HEAD 64071 2' 48 4072A FRAME,I.F.LOWSILL 64072 2.374 49 4073A FRAME,I.F.HIGH SILL 64073 PRODUCT RE'lnSFD 50 4074B FRAME,I.F.JAMB 64074 s emnMy.*with the florid. 52 4009 SILL LATCH(EGRESS)(LOWSILL) 764008 .062 NOM B""5Co acedc 1Jo/ -Db3D,Da 63 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4 71 oUmc 72jylJ 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2.71 55 1014 SCREEN FRAME(HOR.8 VER.) 61014 062 NOM A41an Dads Product 68 1630 SCREEN CORNER KEY WRINGS 71630 CTHICKNESS 57 1631 SCREEN CORNER KEY WOUT RINGS 71631 SB 1073 SCREEN SPRING F 7CASp ,``��,,ON•••.••NNMi'% 59 1624 ISCREEN SPLINE-.135 DIA FOAM 61624K 50 FRAME, I.F.JAMB 49 FRAME,I.F.HIGH SILL 94074B,6063-T6 _*: No.58705 = *_ #4073A,W63-T6 (USED AS RADIUS TOP HEAD) - 1070TECHNOLOGY DRIVE - X3 .• }'�: N. NCi ;E2ART S� (941) 416 trk i,�s•'•;20RIDA,.•" ��`�� JR QMA78M7 1 G IND CALINGESTHIS SF/ELM CERT.OFAUTH.A2 M ALUM.SINGLE HUNG WINDOW,IMPACT ��S�ONAL CO-n-1 ssAlswe s.ts caworw wk A.t'('NNINYLLEYZ.P.E. F.K 8HA1S JJ. 22&07 r1i^ollcc a�6�e' 8H7U0 1117$ 6 o 11 4040.20 G FL P.E.#58705 I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 Il I.F.FRAME 2 I� I---2.764� I 11 II r osz 1 2.8302.330 1.3I63 J� os2 6 or 50 OFLANGE FRAME HEAD #4002A,6063-T6 2.784 WELD I —1.749— O FLANGE FRAME SILL (LOW) ALONG #4003C,808376 I 6 or 50 SCREW SEALANT OR GASKET BOSS(2) AT HEAD AND SILL 121.710 OB2 1 I'�"1.513+{ .738 I 490 osz 040 1 �VIEW IEWD- VIEW E-E D 8 SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVERFRAME CORNER CONSTRUCTION OFLANGE FRAME JAMB O #4025.6063-T5 17 #4053,6063-T5 .050 , #4RA (USED AS RADIUSUS TOP TOP HEAD) —�-1 1'185 {�— fi 78 1.342 2.326-1 � 1.096 +— 2.279——1 .062 1.349 41 GLAZING BEAD,5/16" T #4039B,6063-T5 .062 not .155 1.707 .062 1.979 O SASH SIDE RAIL 062— 1 31 #4008,6063-T5 FIXED MEETING RAIL 23 SASH TOP RAIL 11 Z$ SASH BOTTOM RAIL(LOW) 21 #4054A,6063HD-T6® #4006C,6063HS-T6 #4007,6063T5 .678 .050— 050 1 —.678 42 GLAZING BEAD,5/16" 2.326 { #40446,6083-T5 I 1096_1 (USEDW/GRILL KIT) PRODUCT REVISED 062 . plyi,3withthn Piandn ldlne code 2.946 O GLAZING BEAD 7/16" Aecee4�e '0680. 3.446 1 #4222,806375 n� 2.638 .683 .050 ?vim. FrodUct.c 062_LU I f —)'�-�1 1.097 .050-- '678 O GLAZING BEAD, 13116"IG �pNY•LYNN, I 2784 1.115-4-1—f 46 #4067,6063T5 \:���.•'• L1GENyF••�((��' O FLANGE FRAME SILL (HIGH) B8 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" _* N0.56705 69 #4051A,606375 #985C,606375 - *- #4050A,6083-T6 (USED W/GRILL KIT) --p •C( 1070 TECHNOLOGY DRIVE �O�" ��Q TE o I�'•�(/�-; N.VENICE,FL 34M EXTRUSIONS&FRAME CORNER DETAIL 7�'' A•� (941)480-1600 �, 51 ORI ..•'G,\ � r CERT1. .DFAUTH.M25190 ALUM.SINGLE HUNG WINDOW,IMPACT JR 011106717 G NO CHANGES THIS SHEET. ' /O EN .E covraaHro:o„ � e.wmr mr. o.c n.+vw. 1r" A.CENNI I�,1�,E. on. c.Mwsm¢s.Nc SH700 Hal/ 7 d 11 4040.10 G FL P.E.#58705 F.K OHMS J.L 1123107 Ni.naHrs nesFn�u ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO ULTRACONS OR#12 SUBSTRATE: 28.603 34.603 40.603 46.603 52.603 58.603 64.803 76.D00 2-U4•E CL O SS4CREWS 0METAL CRETE-FLEX ANCHOR TYPE: o U U o U U o U U o U U U U o U V a U U p U U 3-#12 SCREWS O z 2 ONZ Z"'ONZ ZcnONZ ZMON2 2t70NZ Z°'ONZ zmONz Z WWDOW GLASS 1( O O O O N O' O cq O O N O O�i O' 0 ni O O N O O 2.ANCHOR LOCATIONS ARE BASED ON THE WIDTH TYPE U U U U 0 U U U U U U U U U U U U FOLLOWING81/2 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-181/2"MAX.FROM TOP CORNERS __.._.... _._. _.,._ _„_. __...... __.:.... _ ____... ._ JAMBS-17 1/2'MAX FROM TOP CORNERS HIJKI 1!2177 1 1 1 21,1 1!2221 222222122;2Ti2Z�22�2222222222 222232723:3 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 5'MAX.BELOW MTG.RAIL _ _. _ _�_._. _ _ SILL-ANCHORS NOT REQUIRED Ae,M 112 111 -1-5. 112111122f2122�22122!22122,22j22722122'22T22r222212232233 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 QUANTITIES USING THE DIMENSIONAL CRITERIA OF 24.000 HkJKL 1'.21111212112122:2112222222222'22222232222T3i 33,32233 NOTE 2. AIM1 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 15 if, i-2 1 2 1 2 1'2 212 1 2 2 2 2 2 2 2 i[2-i[2 2r2 2 2 2 3 2 2 212 2 3 2 2 2 3 3r3 2 2 3 3 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS C,D,E,F,G, i 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. 1 _..'_.. _1 ._,1..... , _ _ -Rill _ ._ _.....r_.. ... _. ..._.._ ....._ _,._. H 4J,KL 1 2 1 2 2 2 2 3 1 2 2 2 232.01010 3 1 j 2 2 3 2 3 2j 2 2 3 2 3 2T2 2 3 3j 3 2�2 3 3 314 3 2 3 3 3 4 3i 3 4 4 5.DESIGN PRESSURE LIMITATIONS: 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 /foe(N _T_. ....I ._I _.__. ._r._... -,. .. .- _ _.�_ ...._.-.,.1.. BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 1 2 1 2 2 2 2 3 1 2 2 2 2 3 1 2 2 3 2'3 2'2 2 3 7 3 2T2 2 3 3 3 2 2 3 3 314 3 2 3 3 3 4 3 3 4 4 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY C,D,QF,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 �—-;T- - - - - -- - - - MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE 37 000 H IJ,KL 2 2 1 2 2 2 2 3 1 2 2 3 2�3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 SIZE AND GLASS TYPE IS AVAILABLE. ASM 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 2!2 112 2:212131112 213 2 3 2 2 2 3 2 3 212 2�3 2;3 213 2 3 3 4 213 3`3 3 4 313 3i4 3 5 3t3 4 4 REQUIREMENTS. PSF 78 C,D,E,F,G, 2 2 2 3 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 _ .. r..... _... -4.. 40.000 H,I,J,KL 221222232i22T32�32223232�32r3T14233,33423343x53'33'44"53344 AB,M _ 2 2 2 2 2 2 2 2 212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 212 2(3 2,212 13 2'13 2 2 23 2i3 2,3 2i3 2;4 2 3 3;3 3 4 2 3 314 3;5 3 3 3 4 j[5 3 3 K4 TABLE KEY: PSF 78 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 IDP LIMITED) 118 44.000 H,IJ,K,L 2 2 212 2 2 2!3 2�2 2 3 2 3 2 2 3 3 2 4 273 3 3 3 4 2 3 3�3 3 4 2 3 3 4 9x5 3i9 3;4 4 5 3 4 4 6 HEAD 2 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 JAMB ABOVE 2 3 :2L2 212 212 2j3 2;2 2i3 2 3 212 3 3 2 4 2'3 3 3 3'4 2,3 S 3 3 4 2 3 3 4 3 b 3 3 3 4 4 5 3 4 4i6 MTG.RAL PSF 78 78 aumplyun.PRower ft JAMB BELOW k S M6>ra91 Huil 7 C«k 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 MTG.RAIL aa41u4��rl 48.000 H, J,K,L T22?2222322233423333.4 23349x423314353334363734j54+6 3465 E ImiionlMe 7 21 4 T �_ ..._. (FULL DP) Hy 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 HEAD 2 AB,M 2 _2.._ 2 2 _� ___ __ _ T ..-. _.. ... Mmn edea oduCr 2 2 2;2 2 2 2]3 2i2 2i3 3 4 2�3 3 3 3;4 ' 3ll4 374 2i3 3]4 3 5 3 3 3 4 3 6 313 416 4'6 314 615 - PS 72 78 78 JANE ABOVE 2 3 ` 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 2 3 MTG.RAIL . pY LYNH�i _....._r .__..._ _.._ JANB BELOW 53.125 H,I,J,K,L 2 2 2`2 2 2 2 3 2 2 2'3 3 4 2 3 3 4 3 4 2 3 3'4 3.4 3 3 3 4 &5 3 3 4`4 4 8 3'4 4 6 4 8 3'4 518 MiG.RAIL Q:. :Fp 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 =*: N°•5B7o5 AB,MIT- -i Y_... ........ 2 2 22 2 2 2 3 212 2!3 3;4 2'9 3!4 314 2'3 3 4 3 4 3]3 3;4 3 5 3;3 4!4 416 33 4i5 4!6 314 4 6 FULL DP 1070TECHNOLOGY ORNE � ��O STATE N.VENICE.FL 34276SPACING, T••• ANCNORi4QE 1/i WINDOWS (911)480-16W " :tis••.;�YORID�'G\?: JR+ moan G NOGWWGES7H1$SHEET. CERT.OFAUTH.9292M ALUM.SINGLE HUNG WINDOW,IMPACT ` /y S�O �gL N.� a..� wrr�a.roaar �� w ow0x A.L' F.K 7a" J.J. 2MV7 ,w�Wra°iy:F�so� -m N� 8 + 11 4040-20 G FL P.E.#58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4"ELCO ULTRACONS OR#12 WINDOW HEIGHT SCREWS INTO METAL SUBSTRATE: 29,855 37.155 44.655 52.155 59,655 1 67.155 74.655 76.000 2-1/4"ELCO SS4 CRETE-FLEX ANCHOR TYPE. c U .0 U O1C43 OU UU 0 U U a U U a U U ai U U a U 3-912 SCREWS � ztf z zv0 z zMo z' zMo z ZO0 z z WINDOWGLASS fy I CIAO0 N 2.ANCHOR LOCATIONS ARE BASED ON THEpONU' O Q N WTYPE U U U 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 ji212 1 1 1 1 1 1 HEAD-181/2"MAX.FROM TOP CORNERS -..�_ _... _.� ... _ T__. _ . ..._T__ __r.__ _.T -r....T -• JAMBS-17 12"MAX.FROM TOP CORNERS H,I,J,K,L 171 1'1 1 1 2'2 211 2TY 2;2 2 1 2 2 2r2 2 2 2 2 2 2 2�2 2 2 2 2 2123 T 2 2 2 3!2 3 2 2 2 8 2 15"MAX.FROM BOTTOM CORNERS 19.125 1 _1 6"MAX.BELOW MTG.RAIL As,M 1T1 1 1 1 1 212 2 1 2 2 2(2 211 2 2 2T2 2 2 2 2 2i2 2'2 2 2 2,2 2l2 3 2 2 2 32 3 2 2r2 3-2 SILL-ANCHoasNorREquIRED PSF 79 1 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 1E 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF H,I,J,K,L __ .... _I_._-.. .._ __. -.. _ ._T _�. .. _._.r-. NOTE 2. 24.000 1 1 1(1 1 1 2121 1 272 2 2 2 2 2;2 2i2 2 2 2 2 2i2 2 2 3i2 9 2 2 2 3 2 3! 312 3 2 2 2 3 2A,B,M 1 _ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR _ ._ -_ _. __ ...__r__ _..r_. _.r__._ .- ...-.j.__._.,......-T- FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 1T1 111 272 1 12T22Y 2 2 2'2 2 2 212 272 2 23 23 2 2'2 33 3 2 2'2 3 2 ARE1"LESS. PSF 69 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 ]4W,3 1 1 5. DESIGN PRESSURE LIMITATIONS: 32.000 H,I,J,K,L 1 1 1 1 1 1 2T 2 Z 2 p''y p j ply 2 2 3 3 2 .2 3 j 9 3 3 3 2 3 3 3 3 2 2 8T3 4 3 3 2 4 3 3T2 4 3 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 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 1rMAXIMUM DESIGN PRESSURE WITH THE QUANTITY A,B,M 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 2 313 2 2 3 99 39 2 319 3 32r2 3 3 4'3 3 2 4 3 372 4{3 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE PSF 59 07179 MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE 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 .._,., _. ..._...._.... .. ..._..._... ___.._..._...�_.. B. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE 37.000 H,I,JK,L 1 1 1C1 1 1 2 2 2 2 2�2 2 3 2!2 2 3 315 2 2 9 3 3 3 3r9 4 3 3 3 3:2 3 3 4 3 3 2 4 5 4 4 312 4 3 REQUIREMENTS. 1 1 1 2 1 1 2 1 2 2 1 2. 2 1 2 2 1 2 2 1 2 2 1 2 11 11-111222T2222322239T322333, 3C34i391332 3i34332434!43T243 PSF 54 179 62 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,IAK,L 1111111 1 1 2 2 2 2 'iTi 2 3 2 2 3 3 3T3 2 2 3 3 41 313 4�3 3!3 3T3 4 3 4 4 3 3 4 3 4 4 3 3 313 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 TABLE KEY: A,B,M ,._ ._..T_..., 1 1 1 1 1 1 2 2 2f2 T'2 213 2 2 Sia 3 3 2T2 ST3 4i3 3r3 4 3 3'3 3r3 4 9 4T4 3r3 419 4 4 3'3 5T3 MAX.PSF PSF 49 79 55 79 79 (DP LIMTED) 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 44.000 H,I,J,K,L 1 1 1 1 1 1 2 2 22 2 2 3T3 2 2 3T3 314 2 3 9j 9 414 3 3 4 3 4 4 ST 3 4T3 4T4 3 3 4T3 474 3 3 3 4 JAMB ABOVE 3 3 A,B,M 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•RAS FRGDUCI'Ravtsm 1 1 1 1 1111212121 2 2 3 3 2?2 3i3 9T4 2[S 3 3 47-4 3r3 4 3 4'4 315 4,3 4!4 3 3 4 8 414 9 3 5 4 JAM BELOW =.'.'p1yTgwuhfvvFlvib PSF 45 74 51 74 79 79 IvTG.RAIL. uumtoe Cove Aaapanen No 1 'O .05 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 Iro Die 48.000 HIJ,KL 1 1 1 1 1 1 2 2 212 2 2 3 9 2 2 3'3 314 9 3 3�9 4T4 313 4:4 4T4 319 44 4i4 4r3 5 4 474 4 3 5 4 FULL DP By Ali 2 2 2 2 2 2 2 2 ..2.., 2 9 2 2 ..2_....2._ 2 3 2 2 _3 2 2 HEAD 2 Miami ede VraQ rf A,B,M 11111122Y2223322333439334:43'3444143,3444'44,35:44144:354 JANBABOVE2' - �._ ._.?... T- 1 T... _ r -T 2 PSF 41 67 46 67 76 79 MITG.RAIL ,N'%Ot%Y LYN/V�' GD,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 S 3 2 3 _3 2 3 JANE BELOW �'.' �1GENSF ��� — ,—... —r T _.._..... _I .. ._7..._ ...1_.. ._�.. _. 53.125 HW,KL 111111 222'222933''93�5443134�4443134'4443344554,3 545.31!3 54 MifG.RA1L .��1 i 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 -* N°'58705 A,B,M ....__ .. .. _ *_ 11111111111121 2 2 2 2 2 3 3 3?3 3 3 4 4 3!3 414 4 4 3'3 4 4 4,4 3'3 4'4 5;4 Ti454 5--;4" 4,3 5!41FULL OP ,070 TECHNOLOGY DRIVE °"e""` %�0'••, I •/aI� 1 N.VENICE,FL 3AT76 ANCHORAGE SPACING STANDARD VIEW)48 0-1600 ;,'�.'•• 'etoRroP..• �2�� CERT.'O"FAUTH 02WM ALUM.SINGLE HUNG WINDOW IMPACT R pdH7 G NOWGESTHIS SHEET O LEE re1-1 . ,�P�. E. ' " FL P.E.#58705 FKrr . i 1 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. 17.125 22.668 28.211 1 3.754 39.296 44.839 50.382 55.925 SCREWS INTO METAL ANCHOR TYPE: ❑ U U ❑ U U O U U O U U O U U O V U ❑ U U 2-114"ELCO SS4 CRETE-FLEX❑ U U ° 0 "Z Zm0 �Z� 0 z Z 3-#12 SCREWS WINDOW GLASSZ 0 r 0� "O " ? N N _ N ON O'ON O O NO O C4O O 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING WIDTH TYPE U U U U U U 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-18 112'MAX.FROM CORNERS '- - '3 . -' JAMBS-17 112"MAX.FROM TOP CORNERS KJ_ 1 1 1 2 2 2 2 2 4 2 2 2 2 2 2 3 2 3 3 2 3 3. 3 3 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 11 112"MAX.ABOVE THE MEETING RAIL 24.000 6"MAX.BELOW MTG.RAIL K,L 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 15'MAX.FROM BOTTOM CORNERS 32.000 D,E,F,J, 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM 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 - "-'-' K,L 1 1 1 2 2 2 3 2 3 9 3 3 3 2 3 4 3 4 4 3 4 6 3 5 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 1 2 2 1 2 2 1 2-12-F-1 2 2 1 2 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. K,L 1 1 1 2 2 -27 3 2 3 3 3 1 4 3 3 3 4 3 4 4 1 4 1 5 5 4 5 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW PSF 79 79 79 79 WINDOWS ARE 12 518"MIN.TO 38"MAX. S.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 2 2 2 2 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE K,L 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 1-LESS. PSF 79 76 79 77 79 79 79 6.DESIGN PRESSURE LIMITATIONS: 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 2 2 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD _- __.. __.. _.__._.._.._ _._._ .._._.. ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM K.L 1 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 79 73 76 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 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 3tt3 4 4 5 4 5 5 4 6 5 4 e 6 5 67. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE REQS. PSF 71 79 63 71 79 64 74 89 6953.125 D,E,FJ, 2 2 2 2 2 2 32 2 3 9 2 3 3 2 3 2 3TABLE 7.KEY: K,L 1 1 1 2 2 2 3 3 4 4 5 4 5 6 5 6 6 5 7 6 5 7 MAX PSF SEE TABLE 3 FOR (DP LIWED) 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 HEIGHTMTG.RAIL SUBSTRATE' 12.776 15.776 16.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE a m 3 cg 3 , o (FULL 0 L) U o Nv v o Nv OW Z N O z z O z z O z Z O z 0 Z O O O aNO O O O ' O O OONO O 0 uc0 u c 0 cJ U 0WIDTHWINDHEDAPDl 2 c4 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 JAMB ABOVE 4 MTG.RAIL 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 1 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 1 2 3 2 2 3 2 3 32 3 3 2 3 4 2 3 4 2 3 TABLE 8.KEY: PRODUCT REVISED as m g4ying a th the FkvirL 79 [71#Iding Code _ MAX.PSF �,unco n> I - 3D L}g 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 LDP LIMITED) 112 L=ni vu: 40.000 74 JAMB BELOW 2 Kv 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 MTG.RAIL Minn Dadc pmdRc 68 'i LYIV 44.000 2 2 2 2 2 Y 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 FULL DP) ;�`�"ON. N t� 63 72 78 _ VIGENSF'.(�� 48.000 2 2 2 2 2 2 3 2 3 4 3 3 -4-F-3-7-4 4 3 4 5 3 4 5 3 4 JANE BELOW 2 No.58705 73 58 66 72 MTG.RAIL _=*: '•. *" 53.125 _ SEE TABLE 3 FOR 2 2 2 2 2 2-1--3 3 3 4 3 4 4 3-1 4 5 3 41 5 1 3 1 5 5 3 5 FULL DP ~ 1070 TECHNOLOGY DRIVE °i "' %O� ��22 4--Z N.VENICE,FL 34215 ANCHORAGE SPACING,CUSTOM VIEW ;c<s'':`40R1Dn,.'' ?�� (D411450-1600 N #. CERT.OF RUTH,#29296 ALUM.SINGLE HUNG WINDOW,IMPACT !�IONAL JR O&t?&�17 G NO CHANGES THIS SHEET. cormrRlluRm A.LYNN D or M. °ne"'"e o.s rc iRumrnrs.mc. ° gH7g1 NTS 10 d 11 4040-20 G FL P.E.#58705 FK 7129A.5 J.J. 223�D7 &L R-3 Rcs D EXTERIOR INTERIOR NOTES: 1-3l4"MIN.EDGE `V WOOD ANCHOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE COUNTY (ULTRACON ANCHOR) (ALL HEAD AND SILL DETAILS) (SEE NOTE 2&3) APPROVED 1/4'ELCO ULTRACONS OR 1/4"SS4 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 2-12"COMMON NAILS(F1667 NL CM CONCRETE .. •;• 8-07 Z(8d))8d PENNY SS DNC COATED COMMON NAILS,TYPE I,STYLE 10—FIN MOUNTED •"•"'• 1 3✓4'MIN. ONLY(SEE DETAILS E,F AND G THIS SHEET) :•. ''• ". 1 WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE 3. OPTIONAL lx —r Q MIN. TOTAL THICKNESS IS LESS THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE WOOD BUCK _jlt - _ INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE (SEE NOTE 3) - 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE 1µ• 1/4, ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. MAX MAX 4.FOR ATTACHMENT TO ALUMINUM,THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF SHIM SHIM 8083-T5 AND A MINIMUM OF 1/8"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 1-3/4"MIN.EDGE(ULTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL BEA#12 SHEET METAL SCREW WITH FULL 1-1/4-MIN.EDGE(CMU) 2.1/2-MIN.EDGE(ULTJCRETEFLEX INTO CMU&CRETEFLEX INTO CONC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN 1-3/4"MIN.EDGE(CONC.) PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 114"MAX.SHIM—�{ `— 1 36' 5.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. MIN. 6,FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. / �r 1/4"MAX.SHIM LLL--- 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO 11 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE IWI• CONCRETE ANCHOR, 1"M N EI DGE FLORIDA BUILDING CODE. FH BELOW MEETING I tUpIpAR P RAIL.(SEE NOTE 2) FHBELOW MEET OD ING 3.35 KSI MIN.CONCRETE RAIL.(SEE NOTE 2) OR 1.5 KSI MIN.CMU ID INTERIOR (ALL JAMB DETAILS) 1x BUCK OPTIONAL WITH SOLID CONCRETE OR EXTERIOR CMU SUBSTRATE(SEE NOTE 3) ( ) DETAIL C DETAIL_D v TYPICAL FLANGED JAMB ANCHORAGE 1/4" —5/8"MIN.EDGE 2-1/2"EMBEDMENT MAX' 1/4" SHIM WOOD FRAME MAX 4 WOOD FRAME _ SHIM 5/8"MIN.EDGE PRODUCT RF.V119M .131"DIA.MIN. u complying with It.Florida x 2 1/2"NAIL, DWding Code 2-1/2"EM EDMENT - AT CORNERS Acaaptmoc No I -06 0.06 .131"DIA.MIN. AND 5"O.C. Irotx'"�O 9D21 x 2 112"NAIL, WOOD FRAME gy AT CORNERS AND 5"O.C. I 5/6"MIN.EDGE Mum 1 .131'DW.MIN. tett 11// 1/4" f x21n•NAIL, ��`� ONY.,.NIV /• MAX. AT CORNERS ..... OCEN SHIM AN05"O.C. 2-1/2•EMBEDMENT : !'•' ',� ' DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) *:' N0' TYPICAL INTEGRAL FIN ANCHORAGE 7070 TECHNOIOGV DRIVE 0• � • N.VENICE.FL 3dT75 ANCHORAGE DETAILS S+'••RppDA.. ar. OnJRF"XBr O0YB9I H0A8IHS 7 JJ. b2K2397 CEKRPtT NOc,F AUTH. rs�sEa029Mco �A•�L+•U�MSINGLE HUNG MNDmOWew,IMPACT G REVSEDTDA"TCHNEW2017FCNCHORIGE. mrtRG A�.'LSV�NNMAILLLu P.E. aINWIW „ � FL P.E.#58705