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HomeMy WebLinkAboutProduct Approval (2) RECEIVED APR 0 3 2018 MIAMhQADE ST. LUCIA county, Permitting MIAMI-DADECOUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADM MSTRATION DIVISION (7 -25 F(786)315-2599 NOTICE OF ACCEPTANCE4ft midaae. ovleconom PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: one:DESCRIPTION: Series ASH-700"Aluminum Single Hung Window—L.M.I. 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 06/06117, 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. 17oPge 8 MIAMMADE COUNTY n Eapira 'on Date: March 1 "'• ' GQ Approval ate: November 7 j 1 t il. it �dd PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA 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, Duraseale 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. F71,4957, 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. 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) Manuel er P.E. Product Contr Ex iner NOA No. 0.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBAIMED B. TESTS(CONTUgUED) 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 fm frame, prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-4647 and FTL4650, 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. PTL-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) fl— Mawv�P1.9JAZZ a e er P.E. Product Contr 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 SUBNUTTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5' Edition (2014)and FBC 6t'Edition (2017), dated 06/22/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company(MA) for their"Saflez 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 51h Edition (2014) and FBC 6a'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. FTL4957,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. FTL4646,FTL4647,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. ahr P.E. Product CoroI E miner 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 7 STANDARDS USED: -2017 FLORIDA BUILDING CODE(FBC),8TH EDITION -2014 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) -AST FLORIDA BUILDING CODE(FBC),5TH EDITION ASTM E1300-04 �ANSI/AF&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-2015 OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) *A SI 5700-12 B.5116"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 118"HEAT STRENGTHENED GLASS WITH A •RISC 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 1/6"HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP .090"KURARAY TROSIFOL 0PVB(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 TROSIFOe 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"SAFLEXO PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3 F.7116"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090'KURARAY TROSIFOL"PVB(BY KURARAY AMERICA,INC.) ELEVATIONS.....................4 OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONS.............5 G.13/16'LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 118"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? PVB(BY KURARAY AMERICA,INC.) CORNER DETAIL..............7 OR.090'SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................B-11 I.13116"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 TROSIFOLTr (PVB BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) J.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16'ANNEALED GLASS WITH A .090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX6 PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) K.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE Material Min.F7 Min.F. OF 3/16"HEAT STRENGTHENED GLASS WITH A.090'KURARAY TROSIF06 PVB(BY KURARAY AMERICA,INC.) Steel Screw 92 ksi 120 ksi OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) Ek o LNtraCorl® 155 ksi 177 ksi L.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL-6Y KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 410 SS Elco GeteFlez® 127.4 ksi 189.7 ksi M.13/16"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 118'ANNEALED GLASS WITH A 6083-T5 Alun inum 16 ksi 22 ksi .090'KURARAY TROSIFOL"PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) A36 Steel 36 ksi 58 ksi Gr.33 Steel Stud 33 ksi 45 ksi 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES 1-3,SHEET 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. EV 5.SHUTTERS ARE NOT REQUIRED. sR ggyi kfi with the oD,�,p1y;D&w1u,11Y F1arNe BuirdiD&COdt 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. acccyw ce No( 'U D-0$ L. ra Date 7.REFERENCES:TEST REPORTS F71-4645,FTL-4846,FTL4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL-4957,FTL4958 AND FTL-5063. By ANSI/AF&PA NDS FOR WOOD CONSTRUCTION Mi.-Dade Pmodud ALUMINUM DESIGN MANUAL 1111111 I11 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ' No HURRICANE ZONE(HVHZ). 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. X.. r- _ STA OF 1070 TECHNOLOGY DRIVE �� � '•,�"I ORIO►�.•'• \"k N.VENICE,FL 34275 GENERAL NOTES ..... (941)46-1600 ,! ��'sr/ONAI E'"`�� JR oela�en7 G I/PQATEDANCFIORAOETbFBC1017 CERT.OFAUTH.1U9M ALUM.SINGLE HUNG WINDOW,IMPACT "111111111 C�,D,,,- -.rare - 0-WW � A.LYNN MILLER,P.E. Or[ QW.' MRNW911UES.ING j�2-r SH700 /TITS 1 r 11 4040-10 G FL P.E.#58705 F.K IX5 J.J. 2,2"7 ra R*HTS�D Part# Description Material 1 1 71 Kommeding 4SG TPS Spacer System 72 Quanex Super Spacer nXT With Hot Melt Butyl See this Sheet for 73 Quanex Duraseal Spacer Materials 1/2"NOM. 44 1/2"NOM. 74 Cardinal XL Edge Spacer 41 GLASS BITE GLASS BITE REFERENCE TEST REPORTS:FTL-8717,8968&8970 70 37 70 37 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5/16'NOM. 7/16"LAMINATED 5/16"LAMINATED GLASS 80,81 or 82 7/16"LAMINATED GLASS 83,84 or 85 NOTE: EXTERIOR INTERIOR LAMI IG OUTBOARD 71-74 71-74 LITES MAY T 1 1 � (ALL SECTIONS) UPGRADED TO 3/16' WITH NO CHANGE IN "PVB"= DESIGN PRESSURE. KURARAY TROSIFOL 1/2"NOM 1/2"NOM. PVB INTERLAYER 46 GLASS BITE 46 GLASS BITE SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 38 70 � 70 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"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 5/16"LAMINATED 7/16"LAMINATED AIR SPACE AIR SPACE 1/8"ANNEALED OR TEMPERED GLASS 1/8'TEMPERED GLASS 13/16"NOM. 13/16"NOM. 13/16"LAMI IG GLASS 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 BUM REINFORCEMENT POLYISO- DESICCANT FILL AREA STRUCTURAL BUTYLENE--- 5/18"NOR PRODUCT REVISED STRUCTURAL. SILICONE 3H6•NOM. 6/18"NOM. SEK SILICONE SEK %complying wuh the Florida POLYISOBUMENE 1/4'NOM. FOAM BUTYL& +Building Code WITH ROLL-FORMED Aceeptanu No / •Og WITH DESICCANT DESICCANT DESICCANT STAINLESS STEEL Ex irai Date FOAM /��'I EXT.GLASS EXT.GLASS EXT.GLASS By EXT.GLASS Miami ark Prods 11111 11 / a,ONY. % INT.GLASS INT.GLASS INT.GLASS INT.GLASS ��.'• VICENS, KODISPACE 72 SUPER 73 DURASEALO 71 XL EDGE"" _=1k: No.58705 7t 4SG TPS SPACERDNXT'm SPACER SPACERJlzz = TITA OF .•((/ 1070 TECHNOLOGY DRIVE oo� %'C�s•••��ORLDP �t'�� N.VENICE,FL 31275 _GLAZING DETAILS CERT.OF 941)RUTHH.09296 ALUM.SINGLE HUNG WINDOW,IMPACT /���'r�rOtNAI JR Oa�ON17 G NOaWkI ESTW81"ET. cow"w"rewn ua.rrr a.s an.e owrr.ar r A.LYrfl(IrIIAIIU R,P.E. F.K Wi/06 J.J. 2/2&07 u�aiwrsr srn Eo 8M7D0 FUII 2 • 11 104420 G FL P.E.#58705 Ill FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT "p" WIDTH GLASS TYPE 63" 1 66" 68" 70" 72" 74" 76" MEETING RAIL a.. A,8,M +80.0 -80.0 1+80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 HT. TT W. A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 X. SASH 62" A,B,M +80.0 -80.01+80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77,3 -77.3 +75.9 -75.9 531/8" A,B,M +80.0 -80.0 1 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 UPTO63118" C,D,E,F,G,H,I,J,K,L +80.0 1 -60.0 1 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +60.0 -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 WIDTH GLASS TYPE 38 318" 44" 606/8-- 63" 72" 74" 76" 48" A,B,M +80.0 -60.0 +80.0 -80.0 1+80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. MEETING RAIL 5p" 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" SASH 52" A,B,M +80.0 80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.6 68.8 +87.8 X7.6 63118" A,B,M +80.0 -80.0 +80.0 -60.0 +BO.O -80.0 +75.0 -75.0 +68.0 •68.0 +66.7 •66.7 +65.5 -65.5 UPT0631/8" 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 FIT WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH=76"FLANGED AND 76"INTEGRAL FIN) .O. MINUS WIDTH GLASS TYPE 171/8" 2211116" 283116- 1 33 314" 1 395116" 4413116" 1 60318" 1 6615116" - SASH 63118" 1D,E,F,J,K,L° +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 1+80.0 1 -80.0 1+70.0 -70.0 1+70.0 1 -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" 4H A.5/16"LAMI-(1/8"A,.090,1/8A) FTL-4647,4648,4723,4957 B.5/16"LAMI-(118"A,.090,118"HS) FTL4647,4648 C.5/16"LAMI-(1/8"HS,.090,1/8"HS) FTL4647,4648 D.7/16"LAMI-(3/16"A,.090,3116"A) FTL-4645,4885 E.7/16"LAMI-(3116"A,.090,3/16"HS) FTL4645 F.7116"LAMI-(3116"1-IS,.090,3/16-HS) FTL4645 G.13/16"LAMI IG-1/8"T.AIR SPACE,5116"LAMI-(1/8"A,.090,1/8"A) FTL4646,4723 PRODUCT REVISED H.13116"LAMI IG-1/8"T AIR SPACE 5116"LAMI-(118"A.090 1/8"HS) FTL4646 -___ B y I. 13/16"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS FTL-4646 ncccceMo 1 'DD X21 G it [79te J.13/16"LAMI IG-1/8"T.AIR SPACE,7116"LAMI-(3116"A,.090,3/16"A) FTL4649,4650 !3v K.13/16"LAMI IG-1/8"T.AIR SPACE,7/16"LAMI-(3/16"A,.090,3/16-HS) FTL4649,4650,4958 !v-i ede Product L.13/16"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3/16"HS,.090,3116-HS) FTL-4649,4650 M.13/16"LAMI IG-1/6"A,AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"A FTL-5063 : -AO.........kY /{� � • IGEN 4YI NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN � P.: � 3 •;t'n�'� PRESSURES ARE UNEFFECTED. 3k: 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 ^. �',-J)' •`,� 5.REFER TO ANCHOR QUANTITY TABLES 5.8 FOR ADDITIONAL DPTECHYDRIVE LIMITATIONS. 107H.VCEF N 34775 DESIGN PRESSURES '�FS ORION.•' �� (941)480-1666 *r. ��'�S"ONALIft.im .low. ?/2507 0608H7 G NO CH4AHiE8THIS SHEETCERT.OF AUTH.829196 ALUM.SINGLE HUNG WINDOW,IMPACT '11r, „11 AR covr�q"reton r,M� �, 0-..r au.Mw ;i-_ A.LYNN MULL R,P.E. F.K. .K. °�'8HN5 °ice 1YiTM1O1STA14"c ® SM00 NTS 3 + 11 4040-20 G FL P.E.#58705 J.J. .unwxrs asmven 531/8"MAX.FLANGED WIDTH 52 1/8"MAX.I.F.WIDTH 49 5/8"MAX.FIXED C DLO(ALL) D"' 75"MAX. A — — 75"MAX. 75"MAX. SEE I I.F. A A I.F. C� I.F. TABLE � / D-+� HEI HT SEAR E O HEIGHT SEE DLO HEI HT TABLE � j IL 76"MAX. L 76"MAX. L L MAX, FLANGED FLANGED FLANGED HEI HT HEI HT LE GHT SEE DLO 38 AX. TABS X / SASH � SEE DLO X A (MAX.) / HEI HT STABLE X j NO E 4 TABLE 48 1/4"MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEWISTANDARD SASH RADIUS TOP(STANDARD SASH 1/1 B E I 75"MAX. 75"MAX. I I.F. IF HEI HT E+j HEI. .HT SEE DLO I SEE DLO r7 TABLE I TABLE O 1�76"MAX. 78"MAX. FLANGED FLANGED HEI HT HEIGHT SEE DLO TABLE X j I SASH SEE DLO TABLE X j SASH HEIGHT HEIGHT PRODUCT REVISED ns rnmplyLg wdtE Un Fklride Building Code Ac-ptenoe No I - 63D.p B F.apirnlivn 1; �1i2( DETAIL D DETAIL E VIEW(CUSTOM SASH) RADNUS_TOP ACUSTOM SASH Miwn adc Pro(iq �/ NOTES: ; t1�,• �ICENS �l 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. Q' l� ' 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. No.Sg705 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. _ 6 O�•.. STATE OF 1070 TECHNOLOGVDRNE °iep" •'•:c<ORIDf`.•' �� N.VENICE,FL s4z7S ELEVATIONS ..•..•. (941)4WI800 ,. ,��'/s"I11111100ONAL EG\\\\ CERT.OF AUTH.0226 ALUM.SINGLE HUNG WINDOW,IMPACT .IR Ofi� 7 G NOat4&WS�SWET. CGPVpgNT*=7 e•reerc LYNN MILLER,P.E. Ir Orr fL'uee u,k PGTecusT11E5,IMC 3N70p NTS 1 4 G FL P.E.#58705 F.K. SV1A�S J.J. ?/2907 ""RmKrerceaEnveo I---2.784"{ 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 MAX. 2.710" FIXED LITE 7,8 OR 17 DAYLIGHT 25 OPENING OUTSIDE 25 MAX.FIXED LITE DAY LIGHT OPENING ,- MAX.WIDTH 6 SECTION A-A OUTSIDE INTEGRAL FIN Q.F.)TRAME SECTIONS INSIDE 23 47 50 MAX. HEIGHT 21 2.946 HIGH OUTSIDE I SILL 2.330 I LOW S 1 �L MAX. DAYLNT GHT 49 HIGH SILL 4$ LOW SILL HEAD JAMB OUTSIDE OPENING - - - _ - - - - - - 68 2.710" I.F.FRAME 28 53 Ij7 S OUTSIDE I FRi7DUCT REVISED ..—Plying with sh.Flo i" 6 Ruildmg Code 53 Accoptaace No -oi .og 2.946" Expiraticm Osie t7aLJ 52 (LOW SILL) (HIGH SILL) 63 pY filim sde SEE NOTE ABOVE 54 64 t9dNfti r 67 :`Q�1�vN .ICE.... 4f� 3 30 No.58705 A ' 12 ULTRALIFT ULTRALIFT ONLY 12 ONLY SECTION C-C • ,�. SECTION B-N ALTERNATE HIGH SILL HEAD DETAIL--FLANGED VERSION) =� ' s ATE IUS TOP (LOW SILL SHOWN) ( -Q '•, 'IT. 1070 10 N ENIGEL�34275Y DRIVE SECTIONS s ':c�ORIDP N . (94,)400-1900 >.. �'�;S�QNAL ENG``• JR " 0610&17 'G NOCtuNoesTHlssrlEET CERT.OFAlTR1.029M ALUM.SINGLE HUNG WINDOW,IMPACT cOrrsimt 020n �� 0`µ' —.v- �' A.LYNN MILLER,P.E. 0r u.r �.e.a rase ro.mOusmEs,�c. ?n.F �/{/Op Helf 5 a 11 404420 G FL P.E.#58705 F.K SVUD5 J.J. 21, 'u.�s Ts+mtvro ITEM DWG.# DESCRIPTION PGT# ITEM DWGJ# 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) 8533402 5 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 LAMI 62BV1510 7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A I FLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE,3/8',518",OR 11/16" 70 ISILICONE,DOW 791,899,995 OR GE 7700 10 1080 BALANCE COVER,3/8"OR 5/8" 6BALCW916 80 A GLASS,5/16"LAW,(1 18-A-090 PV8,1/8"A) 11 #8 X.750 PH.PN,SMS 7834AA 81 B.GLASS,5/16"LAM,(118"&.090 PVB,1/8"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS,5/16"LAM,(1/8"HS,.090 PVB,1/8"HS) 13 1085/1086 SASH TOP GUIDE 42504 83 D.GLASS,7/16"LAMI,(3/16"A.090 PVB,3/16"A) 15 1#8 X 1 PHILLIPS FLATHEAD S.STL 78X1 FPAX 84 E.GLASS,7/16"LAW,(3/16"A.090 PVB,3/16"HS) 16 1080-1 1 BALANCE COVER,11/16" 6BALCVR670 85 F.GLASS,7/16"LAW,(3/16"HS,.090 PVB,3/16"HS) 17 4053 SASH STOP COVER 64053 86 G.GLASS,13/16"LAM IG;1/8"T,AR SPACE,5/16"LANK,(1/8&.090 PVB,1/8"A) 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAMI IG;1/8'"7,AR SPACE,5/16"LAMI,(1/8"A.090 PV8,1/8"HS) 19 #8-32 X 1/2"LG.PH FH.TYPE F S.STL 7832X12FPFX 88 1.GLASS,13/16"LAM IG;1/8"T,AR SPACE,5/16"LAW,(1/8"HS-090 PVB,1/8"HS) 21 4054C FIXED MEETING RAL 64054C 89 J.GLASS,13/16"LAW IG:1/8"T,AR SPACE,7/16"LAMI,(3/16"A.090 PVB,3/16"A) 23 4006C SASH TOP RAL 64006 90 K.GLASS,13/16"LAW IG;118"7,AR SPACE,7/16"LAW,(3/16"A.090 PV3,3/16"HS 25 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67S16G 91 L.GLASS,13/16"LAM IG;1/8'7,AR SPACE,7/16"LAM,(3l16"HS,.090 PVB,3/16"HS) 26 1096 SWEEP LATCH 71096 92 M.GLASS,13/16"LAN IG;118"A AR SPACE,5/16"LAM,(1/8"A.090 PVB,1/8"A) 27 1018 #8 X.625 PH.FL.SMS 7858 2.878 28 4007 SASH BOTTOM RAL(LOW SILL) 612230 30 1228 WSTP.,BULB VINYL 6TP249 2.784 31 4008 SASH SIDE RAL 612231 062 34 1268 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3/32"X 25/64"X 1" 71622K 3. 55 36 1052 LAM IG SETTING BLOCK 1"X 3/4"X 1/16" 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. 640398 47 FRAME, I.F.HEAD 42 4044B GLAZING BEA),5/16 LAM W/GRILL KIT 644703 #4071 A,6063-T6 44 4222A GLAZING BEAD,7/16"LAM 64222 O FRAME, I.F.LOW SILL 45 985C GLAZING BEAD,7/16"LAM W/GRILL KIT 6985 48 #4072A 6063-T6 46 4067 GLAZING BEAD,13/16"LAW I.G. 64067 2.908 47 4071A FRAME,I.F.HEAD 64071 48 4072A FRAM_,I.F.LOWSILL 64072 2.374 49 4073A FRAME,I.F.HIGH SILL 64073 PRODUCT REVISFD 50 4074B FRAME,I.F.JANE 64074 us ca aplying with the Florida Builda�Cude 52 4009 SILL LATCH(EGRESS) (LOW SILL) 764009 .062 NOM AaeeplaweN. 'pb�D•Oa 53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4.071 ` / ) 271 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 BY 65 1014 SCREEN FRAME(HOR.8 VER.) 61014 .082 NOM low Da&pr0d=1 56 1630 SCREEN CORNER KEY WRINGS 71630 THICKNESS 57 1631 SCREEN CORNER KEY WOUTRINGS 71631 `` apNY�yNN 58 1 1073 ISCREEN SPRING 7CASP 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K O FRAME, I.F.JAMB 49 FRAME, I.F. HIGH SILL 50 #4074B,6063-T6 = * No.58705 #4073A,6063-T6 (USED AS RADIUS TOP HEAD) 1070 TECHNOLOGY oRIVE �:'• N.VENICE.FL 34275 PARTS LIST iOT� '•R,�ORIDP,.•'•\��� (941(4807800 rr N9 JR ofivaw> a NO crt4NGEs ryas SHEET CERT.of AUTH.92M ALUM.SINGLE HUNG WINDOW,IMPACT �''�;SAONAL coPmaarteanr +.`.�� 4� a..c �+�� �- A.6*14,MM►LE'fZ,P.E. . are w.a Permouern .Hc. ® 3H700 NT$ 8 s 11 4040-20 G FL P.E.#58705 F.K. 61705 J.J. 22W7 uia,caraa avm I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 n I.F.FRAME rF--2.784--{ 062 I II 2 I� 11 I 2.830 2.330 .062 6or50 O FLANGE FRAME HEAD #4002A.6063-T6 I —1.749— O FLANGE FRAME SILL (LOW) WELD #40030,6063T6 I 6 Of 50 ALONG SCREW SEALANT OR GASKET BOSS(2) AT HEAD AND SILL 121.710 -1.513+{ .736 062 .062 .490 .040 VIEW D-D VIEW E-E (1/1&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) O O SASH STOP O SASH STOP COVER FRAME CORNER CONSTRUCTION #4FLANGE FRAME JAMB RADIUUSS004, 3-T5TOP 7 #4025,6063-T5 17 #4053,6063-T5 (USED AS RADIUS HEAD) —� 1.185 .678 —�{ 1.342 �2.326--►1 r— 2.279---{ T 1.096—N I 1 06z 1 34 B9 GLAZING BEAD,5/16" �}IT 41 #40398,6063-T5 .062 155 � 1.707 D62 1.979 31 SASH SIDE RAIL 082 #4008,8063-T5 21 FIXED MEETING RAIL 23 SASH TOP RAIL LL 28 SASH BOTTOM RAIL(LOW) #4054A,6063HD-T6® #4006C,6063HS-T6 #4007,6063-T5 050 .678 050 1 1.096 1 � II 1 R .678 42 GLAZING BEAD,5/16" 2.326--� #40448,6063T5 1,096 f—►{T (USED W/GRILL KIT) PRODUCTREVISED D .062 I ns m-plying with the FiWM,% Rviiding Code 2.946 O GLAZING BEAD 7/16" Acceptenwldo •Di2o.og 3.446 #4222,6063-T5 1_ f-x n tie 062 .050 878 � 2.838 I ,683 NW 1 e m r Q! I fid . ,"� 1.097 � ` 050 46 _GLAZING BEAD, 13/16"IG `.��x"o .LYNH,y� �—2.784 1.115 #4067,6063-T5 t1�.. FLANGE FRAME SILL (HIGH) SASH BOTTOM RAIL (HIGH) GLAZING BEAD,7/16" �` 69 68 45 _*: No.58705 #4050A,608376 #4051 A.606375 #9850,608375 (USED W/GRILL KIT) — 1070 TECHNOLOGY DRIVE e"O1'"� � .'•• � �-:•� N.VENICE,FL 3#27e EXTRUSIONS eQl FRAME CORNER DETAIL(941)4WIew T'•. At TE , OR0617 Q NOCM4NGESTMSHEE7 CERT.OFAUTH.#t29M ALUM.SINGLE HUNG WINDOW,IMPACT '�.,`S�p ,GNG t» corvnq�rtem+r wren w.r �� A.�fNy1R�b.E. FX 911105 J.J. 2/2807 w10.gM80.4F E0 SH700 HaH 7 + 11 4040-20 G FL P.E.#58705 ANCHOR QUANTITIES FOR 111 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 64.603 76.000 SCREWS INTO METAL 2-114"ELCO SS4 CRETE-FLEX ANCHOR TYPE: p U U p U U p U U p U U p U U p U U p U U p U U 3-#12 SCREWS m Z Z Z Z m Z Z m Z—Z M Z Z m Z Z m Z Z m Z Z WINDOW GLASS tiUtrO�OC'4UNO�Oni0^'O�O' 0`m ONUNO OcvUNO�OtgUNO' Oc� Ury0' O 2.ANCHOR LOCATIONS ARE BASED ON THE WIDTH TYPE U U U U U U U U U U U U U U U U FOLLOWIING 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-18 1/2"MAX.FROM TOP CORNERS JAMBS-17 1/2"MAX.FROM TOP CORNERS H,4J,K,L 1 2 1 1 1 1 1 2 1 1 1 2 2 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 2 2 2 2 2 3 2.2 3 3 15"MAX.FROM BOTTOM CORNERS 19,125 6"MAX.BELOW MTG.RAIL ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED 1 2 1 1 1 1 1 2 1 11112 2 2 1 2 2 2 2 2 2 2 2 2 2 2 212 2 2 212121 2 2 2 2 2 2 2 2 2 2 2 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 131212 1 1 1 1 1 1 1 1 3.INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF H,4J,K,L 1 2 1 1 1 2 112 1 2 1'2 2 2 1 2,2 21212 2 2 22 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2,2 3 3 NOTE 2. 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �B,M 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 1 2 1 1 1:2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2;2 2 2 2 212 2 2 2 2'3 2 212 2 2 3 2 2.2 3 3 3 2 2 3 3 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS C,D,E,F,G, 1 1 1 1 1 11 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 ARE 1"LESS. H,I,J,K,L 1 2 1 2 2,2 2'3 1 2 2 2 23 1 2 2 3 2 3 2'2 2 3 2 3 2;2 2 3 3 3 2 2 3 3 3 4 3,213 3 3 4 3 3 4,4 5.DESIGN PRESSURE LIMITATIONS: 32000 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 ABM 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 2 3 2 2 2 3 3 3 21213'3 3:4 3 2 33 3:4 3 3 4 4 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY C,D,E,F,G, 1 1 1 1 1 1 21 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE H,I,J,K,L 2 2 1 2 21212 3 1 2,2 3 2'3122 2;3 2.3 21 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. 37.000 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 ABM8. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE 2 2 1 2 2 2121311121213,, 2:312,2 2 3 213 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 REQUIREMENTS. PSF 79 C,D,E,F,G, 2 2 2 2 1 2 1 2 2 2 2 2 2 2 2 F22 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 2 2 1 2'2 2 2 3J2 212,3 2 3 2 2 2 3 2 3 2'3 2 3 2 4 2 3 3'3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 314 4 ARM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 1 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 3 4 4 TABLE KEY: PSF 79 1 MAX.PSF CID,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 LIMTED) 118 44.000 H,I,J,K,L —2T212 2 2'2 2'3 2 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2',3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 45 3 4 4 5 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 2 2 2 2 21,2 2 3 2 2 2 3 2 3 2 2 3 3 2,4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3,4 3 5 3,3 3 4 4.5 3.4 4 5 MTG.RAIL REVISM PSF 79 79 '� ,o y n.1thdo JANE BELOW �emplyiug wNh t4.P�s4lII 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. l4,`GN4 0�3O.D -- _ le No 48.000 H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 2'3 3 4 3 4 2 3 3 4 3 5 3 3 3 4 3 5 3 3 4.5 4 6 3 4 5 5 �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)AB,M HEAD 2aerr�awcs 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 35333413 5 3 3 4 5 4 6 3 4 5 5 JAMB ABOVE Z 3 PSF 72 79 79 \' MTG.RAIL \�.`aONY LYN/y C p E F G 2 2 2P-2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JANE BELOW ��;•' �ICENSF!�1��! 53.125 H,I,J,K,L '212 2 2 2 22 2 2 3 3 4 2 3 3 4 3 4 2 3 3 4 3 4 3.3 3 4 3 5 3 3 4 4 4 6 3 4 4 5 4,6 3 4 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 * : M.58705 ARM -T122 2 2T2 2 3 2 2 2 3 3 4 2 3 3 4 3 4 2 3 3 4 3 4 3!3 3 4 3 5 3 3 4 4 4'S 3 3 4 5 4 6 3 4 4 5 FULL DP 107N.VENICELFFLG34275 ANCHORAGE SPACING 1/1 WINDOWS Y DRIVE 'O�`� STATE (1147)IEU•rEW res ii's '•.�ORIDA.. c.\ CERT.of�u7tt.K2s2ee ALUM.SINGLE HUNG WINDOW,IMPACT �',`r70 �1�E v1`�� JR Q6D8H7 G NO CNA IGES THIS MEET. ' v14RF ta't. eornuonromn ri.wnee �r. .� crew. �.- A.LYNN R, °,..^ orc °'� "cT'n°"sr"Es•"'c ® SM00 NT$ 8 • 11 4040.20 G FL P.E.#58705 F.K. 7!1805 J.J. 22307 1 .0 tnanrs�saaee e 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: 29.655 37.155 44.655 1 52.155 1 59.655 1 67.155 1 74.655 76.000 2-1/4"ELCO SS4 CRETE-FLEX ANCHOR TYPE. U U 0 U U U U U U O U U U U U U U3-#12 SCREWS WINDOW GLASS "O Z�ZenO Z ZcnO Z Zcr0 Z ZOO Z Zc"�0 Z_2c?0"ol Z ZMOZ Z N NO ON NOON NOONO'-ONOON NOONOON N0-0 2.ANCHOR LOCATIONS ARE BASED ON THE WO•H TYPE U U U U U U U 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 1 1 1 1 1 1 HEAD-18 1/2"MAX.FROM TOP CORNERS JAMBS-17 12"MAX.FROM TOP CORNERS H,I,J,K,L 1 1 1 1 1 1 2 2 2 1 2'2 2 2 2 1 2 2122 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 21312 3 2 2 2 3 2 15"MAX.FROM BOTTOM CORNERS 19.125 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 6"MAX.BELOW MTG.RAIL A,B,M SILL-ANCHORS NOT REQUIRED 1 1 1 1 1 112 212 1 2'2 2 2 2 1 2 2 2 2 2 2 2 212 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 212 213 2 PSF 79 3.INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF 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 24.00 10 H,I,J,K,L 1 1 1 1 1 2.2 1.1 2 2 2'2 2 2.2 2 2 2 2'2 2 2121212 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 NOTE 2. Il 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 A,B,M FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 11 1 1 1 1 2'21 122222222222222222232322232322232322232 ARE1"LESS. PSF 68 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 5. DESIGN PRESSURE LIMITATIONS: 32.00() H,I,J,K,L 1 1 1 1 1 1 2 2 2,2 212 2 3 2 2 212 3 3 2 2 3 3 3 3 3 213131313 2 2 313141313 2 4 3 4 3 3 2 4 3 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A A,B,M 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1 1 1 1 1 1 2'2 2 2 2 2 2 312:212 2 3 3 2 2 3 3 3 3 3 213 31313 2 2 3131413131214 3 4 3 3 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 1U33 2 1 2 2 1 2 6. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE 37 000 H,I,J,K,L 1 1 1 1 1 1 2�2 2 p 2 2 2 3 2.2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 2 4 3 4 4 3 2 4 3 REQUIREMENTS. A,B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 12 1 2 1 1 2 2 2i2 2 2 2 3 2 2 2'3 3 3 2 2 3:3 3 3 3343 3 3 3'2 3 3'2 4 3 44 3 2 4 3 PSF 54 79 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,I,J.K,L 1 1 1,1 1 1 2 2 2'2 2 2 2 312 213 3 3 3 2 2 3 3 4 3 3 3 4 313 3 33 4 314 4 3 3 4 3 4 4 3 3 5 3 TABLE KEY: ABMPSF 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111,111222'222232233332233433343333343443'343443353 ED) 117 PSF 49 79 56 79 79 {DP LUTED) 13 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 2'2 2 2 3 3 2 2 3 3 3 4 2 3 3 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 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.RAIL -RODUCTRBVISED 111111222222332233342333443343443343443343443354 JAMB BELOW comviyulgwkhtlriM1�e lluildiog Code PSF 45 74 51 74 79 79 MTG.RAL Acee�eHo 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 f,.vm' Date 'j021 48,000 H,I,J,K,L 1 1 1 1 1 1 2 2 2'Z 212 3 3 2 2 3 3 3 4 3 3 3 3 4 4 33 4 4 4 4 3 3 4 4 4 4114 3 5 4 4 4 4 3 5 4 FULL DP B . 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 HEAD Q "_. ada Product A,B,M 1 1 I1-� i'i 212 2 2 2 2 3�3 2 2 3 3 3 4 3.3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 43 5 4 44 4 3 5 4 JAM�ABOVE 2 2 t � PSF 41 67 46 67 76 79 MTG.RAIL `.��a0{4Y LYN 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 ,•-"%IGENSF•%� 53.125 H,I,J,K,L 1 1 1 1 -1-T-1 2-72 2'2 2.2 3;3 3 3 3 314 4 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 5 5 4 3 5 4 5 5 4 3 5 4 MTG.RAL �� 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 _*: No.58705 A,B,M FULL DP 111 111 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4'4 4 4 3 3 4 4 4 4 3 3 4 4 5 4 4 3 5 4 5 414 315 4 1070 TECHNOLOGY DRIVE 0iOj11i1 �O '. ST TE N,VENICE,831275 ANCHORAGE SPACING,STANDARD VIEW mss °<OR+O►' ••G�2�: DM CERT. FAUTH$2M ALUM.SINGLE HUNG WINDOW,IMPACT �'�`S/ONq EN JR 0&08x17 Q NOCH4NGESTMSHEET. corraaunomr a.►wer, s.e o.c o.ru,v. �,.: A.�L'YNNAkLEi�;P.E. W. o,r o.kj6 ® S. NTS 9 • 11 4040.20 G FL P.E.#58705 F.K. 7l2M J.J. ?/W7 u.�awHrs nesmvm 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 22.688 28.211 33.754 39.296 44.839 50.382 55.925 SCREWS INTO METAL z Na ul N 2-1/4"ELCO SS 4 CRETE-FLEX ANCHOR TYPE: O U U +r z Z � O z z O z z 3-#12 SCREWS WINDOWGLASS O O cv O O N p O O O O OON� O ONj O O 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLO WIINGzOz z O z z O z z m O z z cr O N WIDTH TYPE U U U U U U U U UU 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 1/2"MAX.FROM CORNERS K,L 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 JAMBS-17 1/2"MAX.FROM TOP CORNERS 11 1/2"MAX.ABOVE THE MEETING RAIL 24.000 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6"MAX,BELOW MTG.RAIL K,L 1 1 1 2 2 2 2 2 2 2 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 K.L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 13 4 4 3 4 5 3 5 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7.AND 8.USING THE PSF 79 1 1 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 21 2 2 1 2 2 1 2 2 1 2 2 1 2 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 5/8'MIN.TO 38"MAX. PSF 79 79 79 79 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 40.000 D.E.F.J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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 8 1'LESS. PSF 79 78 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 2 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 $ 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 3 3 4 4 1 4 5 4 5 5 4 6 5 4 8 1 6 5 6 1 7, SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE REQS. PSF 71 79 63 71 79 64 74 66 77 69 69 1 TABLE 7.KEY: 53.125 6 E,F,J, 2 2 _2 2 2 2 _3 2 2 3 2 i_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 6 5 7 6 5 7 MAX PSF SEE TABLE 3 FOR (DP LMTED) 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 MTG.RAIL SUBSTRATE. 2.776 o15.776 c? 8.776 oo 1.77 24.776 27.77 6 0.776 31.106 ANCHOR E. iF W z o ze? oO 07In N ' nWINDOO 0 N OHEAD� 4 U zNozzz o " WIDT � JAMB ABOVE 4 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 PaoDucT I�vISL� 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 TABLE 8.KEY: xs complying with(1*Fkxide 79 MAX.PSF Budding Code 37.000 Aceep4gtco No1 O�o3D I 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 (DP LIMITED) I}Ae 68 78 74 JANE BELOW[117 ey 40.000 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 Mi Dade P' 0 N 44.000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 `XO 41j (FULL DP) •.•''OCEN 63 72 79 Q� 48.000 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 JAMB BELOW 2 - No.58705 73 58 W 72 MTG.RAIL _ *` 53.125 SEE TABLE 3 FOR = . 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 FULL OP =•p •, � •a 1070 TECHNOLOGY DRNESATE N.VENICE,FL 3/475 ANCHORAGE SPACING,CUSTOM VIEW ;�s'••fl OR10►..•• � (941)460-,soo ,. �''�;S/ONAL�NG�N\ X17 0 s 7rxs CERT.OF RUTH.029M ALUM.SINGLE HUNG WINDOW,IMPACT corrMcnremn +� +� ""a' a,�+„ra �' A.LYNN P.E. °'" °i� Q1` P°*"'o118TRE6•'"c ® SH7vo NTS 10 a 11 404040 G FL P.E.#58705 F.K. 7//2M J.J. 22"7 ALL.*c !I aEa—D NOTES: 1-314"MIN.EDGE a EXTERIOR INTERIOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY (ULTRACON ANCHOR) (ALL HEAD AND SILL ) (SEE NOTE 2 8 3)DETAILS WOOD ANCHOR 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 1 314"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(135), 3.35 KSI MIN. 1/4"SS4 CRETE-FLEX FOR DETAILS B 8 D OR 0.131"4J x 2.1/2"COMMON NAILS(F1667 NL CM CONCRETE�:. .:. 5-07 Z(8d))8d PENNY SS ZINC COATED COMMON NAILS,TYPE I,SME 10-FIN MOUNTED tt `1 3/4"MIN. ONLY(SEE DETAILS E.F AND G THIS SHEET) 1 3/8" 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE OPTIONAL 1x o TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE MIN WOOD BUCK �j, - INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU, WOOD BUCKS DEPICTED AS 2x ARE (SEE NOTE 3) —� —L 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE 1/4" ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. MAX. 1/4-T /4 4.FOR ATTACHMENT TO ALUMINUM,THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF SHIM SH N 6063-T5 AND A MINIMUM OF 118"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 CON[.) WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL 1-1/4"MIN.EDGE(CMU) 2-1/2"MIN.EDGE(ULTRACON INTOFLEX INTO CMU 8 CRETEFLEX INTO CON[.) 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. 1/4"MAX.SHIM 1 3/8" 5.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. MIN. 6.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. �.• 1/4"MAX.SHIM III+++--- 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CONCRETE ANCHOR, V 1"MIN.EDGE FLORIDA BUILDING CODE. FH BELOW MEETING RAIL.(SEE NOTE 2) WOOD ANCHOR, FH BELOW MEETING 3.35 KSI MIN.CONCRETE RAIL.(SEE NOTE 2) 1.• OR 1.5 KSI MIN.CMU INTERIOR (ALL JAMB DETAILS) 1x BUCK OPTIONAL WITH SOLID CONCRETE OR EXTERIOR CMU SUBSTRATE(SEE NOTE 3) J� DETAIL C DETAIL D v TYPICAL FLANGED JAMB ANCHORAGE 1/4" 5/8"MIN.EDGE 2-1/2"EMBEDMENT SHIM 1/4" WOOD FRAME MAX. WOOD FRAME _[SHIM 0 5/8"MIN.EDGE PRODUCT RFVISEU .131"DL4.MIN. —plying with the Fkrida x 2 1/2"NAIL, R"Id'°e Code 2-1/2"EMFEDMEJ AT CORNERS Aceeptenoe 1 -O O.nO^$ 131"DIA.MIN. AND 5"O.C. E gp1s110^Date x 2 1/2"NAIL, WOOD FRAME By AT CORNERS Mian[ odxtCbetrd AND 5"O.C. 5/8"MIN.EDGE ttltiltlli 131"DIA.MIN. 1/4" x 2 1!2'NAIL, MAX. AT CORNERS ��,•' �ICENSF•�(!_ SHIM AND 5"O.C. 2.1/2"EMBEDMENT Q.•' :(�� DETAIL F, (HEAD) DETAIL E, (JAMB) DETAIL G,(SILL) =* N0.s8705 TYPICAL INTEGRAL FIN ANCHORAGE 1070TECHNOLOGY DRIVE arv/� i��s.,•a1 ORtDA CE. ,.•'•���/� N,VENICE.FL 31275 ANCHORAGE DETAILS ts./1400-IWD ��' /ONAL ENG``• JR 0&ON17 G RE1?SEDTOAUTCHAEW1017FBCANCHORAGE. �R1���TM'' 6in-T ALUM.SINGLE HUNG W/NDOW,IMPACT YNq. vR"' crov.ar,roimr ��� �� s'+ a++� � A.LYNN�If.�ER,P.E. ., 0.� n+ •o NworwFs n c. SH700 NTS 11 + 11 404x20 G FL P.E.#58705 F.K WUQS J.J. ?/1:407 ui nxTs n