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HomeMy WebLinkAboutNotice of Acceptance (3) t Z - MIIAMI- ADE y. MIAMI-DADE COUNTY -` PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section(In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION:�Series"SH-700'-'-Aluminum-Single_Hung_Wilndow-_L:M.I._\ APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets l through 11 of 11, dated 09/01/05, with revision F dated 05/05/16, 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 revise"s:NOA#-1.5--0519.08,,and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-0714.06 ~ "� f Expiration Date: March 26,2021 4- MIAMI•DADE COUNTY l Approval Date: August 18,2016 { Page 1 2 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 11 of 11, dated 09/01/05,with revision F dated 05115116,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 Idahnis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 ..4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.07-0322.06) _ 3. Test reports on: 1)Air Infiltration Test,.per FBC, TAS 202-94 ..2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and = sealed by Edmmundo Largaespada,P.E. (Subrraitted under NOA No.07-0322.06) Manuel Per i, I . Product Control Exnm�ner NOA No. 16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-1 - - 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loaduig 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. 07-0322.06) 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 diagrarn of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05,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-4947 and FTL-4650, dated 08/11105,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-4948 and FTL-4646, dated 08/10/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) Manuel P ez,�P.E. Product Control'Ux xiiner NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-2 iw PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5111 Edition (2014), dated 05/12/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite® PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'11 Edition (2014), dated May 16, 2015,issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.08) 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-4649, FTL-4723. FTL-4947, FTL-4650,FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.08,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window L.M.I., approved on 07/09/15 and expiring on 03/26/21. ----. Manuel Pe{ez, E. Product Control E am' er NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-3 t` I - i GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS STANDARDS USED: •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) •ASTM E1300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION • A.5116"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090"KURARAY BUTACITE a ALUMINUM DESIGN MANUAL,ADM-2010 PVB(BY KURARAY AMERICA,INC.) •Alslsloo-oT/sz-zolo OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) B.5116"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.5116"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7116"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX° PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7116"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP .090"KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) F.7/16"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.) SHEET OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1 G.13116"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 GLAZING DETAILS............2 .090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3 H.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 6116"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE° PVB(BY KURARAY AMERICA,INC.) VERT.SECTIONS.............5 OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) HORIZ.SECTIONS............5 I.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS PARTS LIST.......................6 WITH A.090"KURARAY BUTACITEO°PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS....................7 J.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A CORNER DETAIL..............7 .090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................8-11 K.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE (BY KURARAY AMERICA,INC.)OR.090"SAFLEX° PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13116"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A .090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REVISED 5.SHUTTERS ARE NOT REQUIRED. as-nplyins with Ito Fled& Duildiu8 Code ��/��`` Dpinnco lJu 16-fir'!-+��1 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ira`'n Dnt 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063. t;y R•fimni °de Praducl GwV. ANSI/AF&PA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 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 `,..•••• /;°.• HURRICANE ZONE(HVHZ). ` CC"'� '°��.'• 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. p/"• RwvdRy. Dale: R°N°fmf: °°,°iD6x• 'i.', : ',,. ,'•'�` JR 05/OS/16 P ADOED SPACERS TO SHEE72. GENERAL NOTES -•-�,'' r^1'l; 1070 TECHNOLOGY DRIVE r' II t\ �'�•` N.VENICE,F1342T5 T"N �` -`��•�•� P.o.9Dxsz0 - ALUM. SINGLE HUNG WINDOW,IMPACT °mwn of veto: enmm °°t": NOKO.BQX134274 lrrsibly l3errer 5vt1"'"todet SOLb' 61e0L G.x4gNe. kvr. A.LYI�N MILLER,P.E. F.1C. 9/1/05 J.J. 2/23/07 SH700 NTS 1 °D 11 4040 20 F FL P.E.#58705 � Part# Description Material � 1 71 Kommerting 4SG TPS Spacer System 72 Quanex Super SpacernXTwith 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 8 8970 70 37 70 37 1/8"tt ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 5/16"NOM. 7/16"LAMINATED 5/16"LAMINATED GLASS 80,81 or 82 7/16"LAMINATED GLASS 83,84 or 85 NOTE: 1-74 EXTERIOR INTERIOR LTE IG OUTBOARD 7 71-74 a LITES MAY T 1 1 (ALL SECTIONS) UPGRADED TO 3/16" WITH NO CHANGE IN "PVB" DESIGN PRESSURE. An KURARAY BUTACITE 1/2"NOM. 1/2"NOM. PVB INTERLAYER 46 GLASS BITE 46 GLASS BITE SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 38 70 38 70 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .09D PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"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 13116"NOM. 13/16"NOM. 13/16"LAMI IG GLASS W/6116"LAMI 86,87,88 or 92 13/16"LAMI IG GLASS W/7/16"LAMI 89,90 or 91 PRODUCT REVISED ALUMINUM61-11— as complying with the^rlaidR SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA building CoderI� n�6 nccepltlncc Plo l O I4-.b STRUCTURAL BUTYLENE 5116"NOM. C-xpirali Dutc Y I ' SILICONE 5116"NOM. SEAL STRUCTURAL 1/4"NOM. FOAM 3116"NOM, SILICONE SEAL Dy POLYISOBUTYLEN WITH BUTYL& ROLL-FORMED PAiami[ude Product Comro WITH DESICCANT DESICCANT DESICCANT STAINLESS STEEL\ CAM EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS INT.GLASS INT.GLASS INT.GLASS INT.GLASS ••`'I"I"/i' ''�''�' 77 KODISPACE 72 SUPER 73 DURASEAL® 7a XL EDGETM 4SG TPS SPACERONXT'm SPACER SPACER %? 6 JR F ADDED SPACERS. GLAZING DETAILS;05105116 VE ,.VENICE,FL 34275 'ALUM.SINGLE HUNG WINDOW,IMPACT ,;P.O.BOX 1529 �,,; s,,,,r a,„,,,,,� A.LYNNUkt-'ER,P.E. m: cr sy NOKOMIS,FL 34274 Visibly Metter a F F.X. 911105 J.J. 9123/07 5R700 Full 2 11 4040... FL P.E.#58705 q I. e III FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT "0" WIDTH GLASS TYPE ST. 66" 68.. 1 70" 72" 74" 76" MEETING RAIL 48" 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 +80.0 -80.0 HT. 60" A,B,M +80.0 -60.0 +80.0 -8D.0 +80.0 -BO.O +8D.0 -80.0 +80.0 -8D,0 +80.0 -80.0 +79.0 -79,0 62" A,B,M +BO.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +78.8 -78.8 +77,3 -77.3 +75.9 -75.9 X" S H 53118" &B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75,A +74.0 -74.0 UP TO 631/8" 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 +80.0 -80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 383181, 44" 50 5le" 63" 72" 74" 76" 4B" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. MEETING RAIL 60" A,B,M +B0.0 1 -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 62" A,B,M SASH ��+80.0 -880.0 +8D.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -87.6 63118" A,B,M +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +65.5 -65.5 UPT053118" C,D,E,F,G,H,I,J,K,L +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 WI HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS wT WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W1 SASH=76"FLANGED AND 75"INTEGRAL FIN) MINUS WIDTH GLASS TYPE 17118" 2211116" ZS 3/16" 33 3!4" 39 5l16" 4413l16" 60 3/8" 5515l16" a0.,- SASH 53118" D,E,F,J,K,L4© +80.0 -80.0 1 +80.0 -80.0 +BO.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 .70.0 HT. HT. MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. "X" SAS H A.5/16"LAMI-(1/8"A,.090,1/8"A) FTL-1647,4648,4723,4957 B.5116"LAMI-(118"A,.090,118"HS) FTL-4647,4648 C.5/16"LAMI-(1/8"HS,.090,118"HS) FTL-4647,4648 D.7/16"LAMI- 3/16"A,.090,311A) FTI-4645,4685 E.7/16"LAW-(3/16"A,.090,3/16"HS) FTL-4645 F.7/16"LAMI-(3/16"HS,.090,3116"HS) FTL-4645 I'RODUCTREVISsD G.13/16"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"A) FTL-4646,4723 Bi"ldi„gIt w11 the Flndttrr n�cpnmc H.13/16"LAMI IG-1/8"T,AIR SPACE,5/16" c Nb 1(n•O 14.LAMI-(1/8"A,.090,1/B"HS) FTL�646 I., irntiz DRle i t I. 13/16"LAMI IG-1/8"T,AIR SPACE,5/16"LAM[-(1/8"HS,.090,1/8"HS) FTL-4646 0y J.13116"LAMI IG-1/8"T.AIR SPACE,7/16"LAMI-(3/16"A,.090,3/16"A) FTL-4649,4650 Mi eni' de I'mi"cl c" ru K.13/16"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3/16"A,.090,3/16"HS) FTL-4649,4650,4958 L.13116"LAW IG-1/B"T,AIR SPACE,7/16"LAMI-(3/16"HS,.090,3/16"HS) FTL-4649,4650 M.13/16"LAMI IG-i/8"A,AIR SPACE,5/16"LAMI-(118"A,.090,118"A) FTL-5063 NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. •/I`' 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 = 1 Re,W Lr ZF nA, ReHibnB' /�,� ;�. Ren net": RoHeiaru: 1070 TECHNOLOGY DRIVE DESIGN PRESSURES ''•�CC)n�p"•, '_;','. N.VENICE,FL34275 �+✓.: i,'',`l; ""'`•.`;', �•;'• Ren a, Oala RaNyonz -- ALUM.SINGLE HUNG WINDOW,IMPACT /''!';; `,`•-,�.;� P.O.BOX 1529 / 1 1 n,awner. n.ia: cnoaede.o.m: NOKOMIS,FL 34274 Uuibly Bctter s°'!""'�odo1 5OL01 s"0e0 °iviN'o ++^+' A.LYNN MILER,P.E. F.K. 911105 J.J. 2/23/07 sH700 NTS 3 w 11 4040-20 F FL P.E.#58705 53 118"MAX.FLANGED WIDTH 521/8'MAX.I.F.WIDTH 49 5/8"MAXHIENTDLO(ALLI FIXED D C III �qX, T 75"MAX. 75"MAX. SEEI.F. A7�e A I.F. I.F. TABLE —J HEIGHT SEE DLO' HEI HT SEE DLO C HEIGHT D TABLE TABLE O j 76"MAX. 76"MAX. 76"MAX. FLANGED FLANGED L FLANGED HEI HT HEIGHT HEIGHT 38 7/i 6" SEE DLO TABLEMom' SEE DLO EEESASH X SEE SEE DLO / S E (MAX.) HEIGHT TABLE NO E 4 TABLE j NO E4 L DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1/1 B E I �AX, 75"MAX. I.F. I.F. SEE DLO I HEI HT E� HEIGHT SEE DLO TABLE O 00 TABLE O j 76"MAX. 76"MAX. FLANGED FLANGED HEIGHTLq HEI HT raoDucrasvlsen SEEDLOTABLE SEE DL X j I SASH j 20 asconlplyingmllhtlmANsilOe O TABLE X B"IIJ'n1ACod^ HEIGHT SASH HEIGHT lLeceptxrta'n6k716-p I O a71iY'l.H U'ataI B /diami Jade PnVfur,! DETAIL D DETAIL E VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) ,',ttllurlrff�. NOTES: ;. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. \ I I 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 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. Fared BY• Defe.• RaWMs - WvbtM :-(„1„ ti is!.1; �/:. a�aey: .�o: FaWbns ELEVATIONS .f`+oetol ..� '• 1070 TECHNOLOGY DRIVE �'�`' "••••• ' ;:•-��` N.VENICE,FL34275 �/�� •,f'i;''�;.11'1P1 i:?��` ;Td-B. �.a: R.& ALUM.SINGLE HUNG WINDOW,IMPACT , P.O.BOX 1528 stuataaw, �,,, see m.»rnorxi Fer. A.LYNt�It�ILLER,P.E. Urvey. owo: cnm:me. ona, NOKOMIS,FL34274 Visibly Better F F.K. 911105 J.J. 2/23/07 sH7a0 NTS 4 ^' 11 4040-20 FL P.E.#58705 � a �' � �. � �, •� u � I 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 1 INSIDE INSIDE MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 31 9,10,11,16,16 MAX. ®^ 6 FIXED JL �f 2.710" LITE DAYLIGHT FT 25 OPENING OUTSIDE 25 f^ --MAX.FIXED LITE DAYLIGHT OPENING - MAX.WIDTH SECTION A-A 6 OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 23' 47 50 MAX. 21 HEIGHT 2. 46 OUTSIDE HIGH I SILL 2.330 IW LOW SILL _ MAX. —1L VENT DAYLIGHT 49 HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE OPENING 68 2.710" 7 28 I.F.FRAME [) II ProDuc1•Ix>:.ws�>� 53 N m1ply'ing"ilh Ilm FI°id. OUTSIDE I k7uildinb Codn A«°pl„nw tJn�6 04.0 1T^<pitalPn Dme , I 53 6 Fay_ 2.946" farm kdelro6wtG tu! 52 2.330"(LOW SILL) (HIGH SILL) 63 SEE NOTE ABOVE 54 64 3 30 12 ULTRALIFT 6g 67 ;vs.; ';. ONLY 4 12 UNLRALIFT SECTION C-C SECTION B- ALTERNATE HIGH SILL RADIUS TOP (LOW SILL SHOWN ) (HEAD DETAIL-FLANGED VERSION) 1 L RmW BY• °°lo: R°WAna: ;1 ..� 1 I`� �® lway+Bst' R° r• Dam: Rovhias 1070 TECHNOLOGY DRIVE SECTIONS ` `�„'•.�Vi;ill•,,. /•%` N.VENICE,FL 34275 P.O.BOX 1529 ALUM.SINGLE HUNG WINDOW,IMPACT NOKOMIS,FL 34274 Visibly Better S01I°tifador �°` 't"ueQ °ix9i�^}'• a^� A.LYNN MILLER,P.E, F.K. 9/Y/OS J.J. 2123107 SH700 Half 5 °r 1q 4040-20 F FL P.E.#58705 ITEM DWCx# DESCRIPTION PGT# ITEM DWG.# DESCRIPTION PGT# 1 4002A' FLANGE FRAME HEAD 612225 60 1635 SCREENSPLINE-.135DIAHARD 61635K 2 1155 #8 X1.000 QUAD PN.SMS 781PQA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOWSILL) 612226 63 505 GLAZING CHANNEL(,68B X.500) 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X1.000 PH.BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1116 X 112-7/16 LAMI 62BVI510 7 4025 SASH STOP 612244 6B 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE,3/8",5/8",OR 11/16" 70 SILICONE,DOW 899,995 OR EQUIV. 10 10130 BALANCE COVER,318"OR 5W 6BALCVR916 80 A GLASS,$116"LAM[,(118"A.090 PVB,1/B"A) 11 #8 X.750 PH.PN.SMS 7834AA 81 B.GLASS,5116"LAM(,0/8"A,090 PVB,1/8"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT .82 C.GLASS,5/16"LAMI,(1/8"HS,.090 PVB,1/8"HS) 13 1085/1086 SASH TOP GUIDE 42504 83 D.GLASS,7116"LAM],(1/8"A.090 PVB,1/8"A) 15 #8 X 1 PHILLlPS FLAT HEAD S.STL 78X1 FPAX 84 E.GLASS,7116"LAMI,(1/8"A.090 PVB,1/8"HS) 16 1080-1 BALANCE COVER,11116" GBPLGVR670 85 F.GLASS,7116"LAMI,(1/B"HS,.090 PVB,118"HS) 17 4053 SASH STOP COVER 64053 86 G.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,5116"LAMI,(1/8"A.090 PVB,1/8"A) 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,5/16"LAMI,(1/8"A.090 PVB,118"HS) 19 #8-32 X 1/2"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 L GLASS,13116"LAM[[G;1/8"T,AIR SPACE,5116"LAM[,(118"HS,.090 PVB,1/8"HS) 21 4054C FIXED MEETING RAIL 84054C 89 J.GLASS,13116"LAMI IG;1/8"7,AIR SPACE,7/16"LAMI,(3/16"A,090 PV8,3/l61A) 23 4006C SASH TOP RAIL 64006 9D K.GLASS,1311 W LAMI IG;1197,AIR SPACE,7/16"LAMI,(3/16"A,.090 PVB,3/16"HS) 25 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67S16G 91 L.GLASS,13/16"LAM[IG;1/8"T,AIR SPACE,7116"LAMI,(3/16"HS,.090 PVB,3/16"HS) 26 1096 SWEEP LATCH 71096 92 M.GLASS,13116"LAMI IG;1/8"A AIR SPACE,5/16"LAMI,(1/8"A.090 PVB,118"A) 27 1016 #8 X.625 PH.FL.SMS 7858 2.878 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 2.784 30 1226 WSTP.,BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 .062 34 1268 SASH FACE GUIDE 42501 -1830 35 1622 LAMI SETTING BLOCK 3/32"X251"'X1" 71622K 3. 55 36 1052 LAMI IG SETTING BLOCK VX3/4"X1116" 71052K 37 1224 VINYL GLA.Z.BEAD BULB(THICK) 6TP247W,K .062 38 1225 VINYL GLPZ.BEAD BULB(THIN) BTP248K 41 4039B GLAZING BEAD,5116 LAM.GLASS. 64039B 47 FRAME, I.F.HEAD 42 4044B GLAZING BEAD,5116 LAMI W/GRILL KIT 844703 #4071A,6063-16 44 4222A GLAZING BEAD,7/16"LAM] 84222 FRAME,I.F.LOW SILL 45 985C GLAZING BEAD,7/16"LAM[W/GRILL KIT 6985 4$ #4072A,6063-T6 46 4067 GLAZING BEAD,13116"LAM[I.G. 64067 2 908 47 4071A FRAME,I.F.HEAD 64071 PRODUCTRGVISED 48 4072A FRAME,I.F.LOW SILL 64072 2.374 m c mplyiog wtlh tita Mod& 49 4073A FRAME,I.F.HIGH SILL 64073 Building cod. Acu:pinnu:Nol •O [4'•DI 50 4074B FRAME,I.F,JAMB 64074 1'.,pin,i Date t 52 4009 SILL LATCH(EGRESS)(LOW SILL) 764009 .062 NOM D 53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4.(71 2.71 Miami de PtOdmi confrot 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 55 1014 SCREEN FRAME(HOR.R VER.) 61014 .062 NOM 56 1630 SCREEN CORNER KEY WRINGS 71630 THICKNESS t I 1 111Ij 57 1- SCREEN CORNER KEY WIOUT RINGS 71631 i. 58 1073 SCREEN SPRING 7CASP `.iC'r.;�,; °•:,p N. 1624 SCREEN SPLINE-.135 DIA FOAM 61624K 5� FRAME, I.F.JAMB go-,. -,%�, •.;? 49 FRAME,LF.HIGH SILL #40745,6663-T6 USED AS RADIUS TOP HEAD ��- RercVBY• Data' Fa„gma' �j •:% • Re Y• nele: Re„elonf: 1070 TECHNOLOGY DRIVE PARTS LIST %t,.�'•1;t�Rl Ol,. '' N.VENICE,FL 34275 T^W 'i �t,l�1h .VIi;�� ^ ALUM.SINGLE HUNG WINDOW,IMPACT ; ;�I t,,, P.O.89X 1529 sOO,; ,- 1 A.LYikNIMILLER,P.E. Dawn ey. Dale: cnodvue.Dnm: NOKOMIS,FL 34274 Wwbly B.tte FK 9/1/05 J.J. 2/23/07 sH700 NTS 6 m 11 4040.21) F FL P.E,#56705 I IF FRAME SEALANT ALONG ENTIRE JOINT 76' I.F.FRAME I 1— z.7aa--{ osz I II 2.830 2.330 1.36� osz 6 or 50 O FLANGE FRAME HEAD #4002A,6063-T6 -2.784—.-{ O FLANGE FRAME SILL (LOW) FBOSS(2) ELD 1.749 #4003C,6063-T6 6 or 50 LONG CREW SEALANT OR GASKET AT HEAD AND SILL Ll0 49 �- 1.513 —j .738 .490 .040 — .osz �-1.451� VIEW D-D VIEW E-E (1/1&VIEW HEAD 8 SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) O SASH STOP O SASH STOP COVER FRAME CORNER CONSTRUCTION OFLANGE FRAME JAMB 7 #4025,6063-T5 17 #4053,6063-TS 050 #4004,6063-T5 (USED AS RADIUS TOP HEAD) 1.165 114411SS ii 1122LL�� .678 1.342 2.326—'"I � 1.096 �i 7 f»-2.27s--I T osz 1 349 41 ff GLAZING BEAD,5/16" #403913,6063-T5 1.979 2.155 .062 1.7I07 osz SASH SIDE RAIL .062— y ! 31 #4008,6063-T5 FIXED MEETING RAIL O SASH TOP RAILJ O SASH BOTTOM RAIL(LOW) 0 —#4054A,6063HD-T60 23 #4006C,6063HS-T6 2$ #4007,6063-T5 .050 '678 0050 1 1,016—I^I J_ PRODUC7'2EVISED 67a 42 GLAZING BEAD,5/16" 0 gm,plying u•ilh llce Flmida #4044B,6053-T5 E6i wg CDdc f 2.326--� [ USED W/GRILL KIT p 0cD N, osz 44 GLAZING BEAD 7/16" cy DAimni)�de Pmdtxt Confr0l 3.446 2.946 O #4222,6063-T5 ' 2.638 .683 .0062 50 678 —1-4-1.097 n..' I O GLAZING BEAD, 13/16"IG ��,.••',.;•• 1 2.784—^i 1.115 y --�� 46 #4067,6063-T5 SASH BOTTOM RAIL (HIGH) O GLAZING BEAD,7/16" 69 FLANGE FRAME SILL(HIGH) 68 p4os1A,6063-T5 45 = �e „-Q •. .�-`I 94050A,6063-T6 (USED W/GRILL KIT#985C,6063-T5 ) ff';m., USIONS&FRAME CORNER DETAIL.VENICE.FL 34276 ALUM.SINGLE HUNG WINDOW,IMPACTP.O.BOX 1620 �,�„,r�,c sar• sn..=r w..w xa A.LYNN M{IL�ER,P.E. cn«ameDmeNOKOAIIS,FL34274fsfblyBetterFF.K J.J. 2/23/07 SH700 Half 7 11 4040-20 FL P.E.#58705 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS SUBSTRATE: 26.603 34.603 40.603 1 46.603 52.603 1 58.603 64.603 2-1/4"ELCO SS4 CRETE-FLEX 76.000 3-#12SCREWS ANCHOR TYPE: U U U U Q U U U U U U p U U p U U 0 U U 2.ANCHOR LOCATIONS ARE BASED ON THE G DIMENSIONS. WINDOW GLASS M O N Z Z P]O N Z Z"'-O N Z Z M O N Z Z M O N Z Z M O N Z Z M O N Z Z M O N Z Z �i0 O�ONU O`-ONO O`-Oc�iO O'-0(q O OriO O—Ot'iO O—ONiO O`-O FOLLHEADo8111/2"MAX FROM TOP CORNERS WIDTH TYPE RNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS 15 1MAX FROM BOTTOM CORNERS H,I,J,K,L 1 2 1 1 1 1 1 2 1 1 1 2 2 2 112 2 2 22 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 2 313 6"MAX.BELOW MTG.RAIL 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 SILL-ANCHORS NOT REQUIRED AB,M ......._. .. _. L_ _ 1 2 11 1 1 1.1. 1 2 1 1 1 2 2 2 112 2I 2 2 2 2I 2 2I 2 2 2 212 2I 2 2 2 2 1 2 2I 2 2 2 2I 2 2 2 2 3 2 2 3 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF H,I,J,K,L 1 2 Ti '--I 2 1I2,112 1r2 2�2 1T2 2 2 2[2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2�3 2�2 213 3 3 212 313 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 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR �B M ............ .....__.... .._ ..__ _.._.._ _ .__. ..... ....... .. _ _ _ _ _ ....._.. FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 112 1I1 112 1I2 1J2 1I2 2�2 1 2 2 2 2 2 2 2 2�2 2�2 2 2 2 2 2�3 2�2 2 2 2 3 2I2 2�3 8�3 2I2 3I3 ARE1"LESS. C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 _ _ _ _ _ _ __ _ .._.._____ _ ...L_.._...___.__L_..._............. ......_ 5.DESIGN PRESSURE LIMITATIONS: H,I,J,K,L 112 1 12 2 2 2 3 1 2 3 2 2 3 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 2 31 3 3 4 3 3 4 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 I (... __L_._. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A Ag,M _. .._.._ ._. _.. MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1(2 1 12 21 2 2 3 1 2 2 2 2 r3 1 2 213 2 3 2I 2 2 3 2I 3 2�2 2 3 313 2 2 3 3 3 4 3I 2 3 3 314 3 3 4 4 OF ANCHORS SHOWN IN SOLD. OTHERWISE,THE C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN -.. .__.........._. ._. __......._..._..._ _..__._.._....__..._.__ ......._......_ _......_._..-- PRESSURE FOR THE H,I,J,K,L 2 2 1 2 2 l 2 213" 1 12 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 213 2I 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 RESPECTIVE SIZE 37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS ABM _ ._ .. .. _r._. .. _ _......._.__._.. I--- AVAILABLE. 2 2 1r2 212 213 112 2,3 2 3 2 2 2I3 23 2 2 213.2 2I3 2I3 3I4 2I3 3 3 314 3I3 3I4 3�5 3�3 4j4 PSF 79 C,D,E,F,G, 2 2_ 2 .2 2 2 2 2 2 2 2 ..2... ._2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 221 22122r3222I3213222I32323232I42I3 333423 34353I334453344 2 2 2 2 2 2 . 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A B,M 2 2 112 2I2 2I3 2W2 2I3 2I3 2I2 213 2,3 2r3 2r3 2,4 2I3 3�3 3I4 2I3 3I4 3I5 3I3 314 415 313 414 PSF 79 TABLE KEY: ±000H , 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -...._.,. _. ...._. - - ..__ ..._-.._.... ._ F 222�22223222�3232233242�3313342I333 3I42r3 3r435333144153r445 (DP LIMITED) 118 PRODUCT REVISED 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ac nplying pith the Florid. _..__... ._... .,.... _.. ----..._...... - -._' 31 . . _4 ._ _ ._._j - HEAD 2 naitdingCode 2 2 212 2 r2 2 3 2 2 213 2I 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 4 415 3 4 4I 5 JAMB ABOVE 2 3 Accopwco N0 l -o o F 79 79 L.,ital�— 21 MTG.RAIL ey �r ,� , 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW ian, d,wtC-licA — _.I_._ _. ...- _..__ ..__.... .._._.._._... _...-I- -.. ..... _.__.._-.---•-._ ..._�_._ -_.i._. M' i adc Pra •• 2 2 212 2 2 2 3 2�2 2j3 3 4 2 3 3I3 3I4 2 3 3 4 3 4 213 3 4 3r5 3j3 3 4 3r5 3 3 4`5 416 314 5I5 MTG.RAIL _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 212 2 2 213 2I2 213 3I4 2.3 3[3 3I4 2I3 3 4 3I42I33I4 35 3 3 3,4 3I5 3�3 415 416 3I4 5r5 (FULL DP)F 72 79 79 HEAD 2 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 JAMB ABOVE 2 53.125 H,I,J,K,L 2 2 2I2 2 2 2 3 2I2 2i3 3i4 2I3 3I4 3�4 2r3 3I4 3I4 3�3 314 3I5 3I3 414 416 3I4 415 4�6 314 5I6 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 JAMB BELOW A B,M 2 2 2j2 2 2 2 3 2�2 2I3 3I4 2I3 3�4 3 4 2�3 3I4 3i4 3 3 3I4 3I5 3I3 4I4 415 3�3 4j5 4 6 3 4 4�5 MTG. r`{•�` 6 1116 Rm BY• Deta: RerLWns .. - •, R no— ReNsbna: 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING, 1/1WINDOWS ;;, •':'�;;;.r.•..••:.:<'✓: N.VENICE,FL 34275 Teo ''i�'7.)�.,... C ��:-�. •` R By B"�: 10.1—• ALUM.SINGLE HUNG WINDOW,IMPACT `� , P.O.BOX 1529 I''I ``' ommner. D'w a—B. Bem: NOKOM19,FL 34274 Visibly Better s'i°"nt°°°n sm.: —n -*","- R F A.LFL P MILLER,P.E. F.K. 7129105 J.J. Z23/07 sH700 NTS B ^� 1 i 4040-20 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 TAPCONS WINDOW HEIGHT 2-114"ELCO SS4 CRETE-FLEX SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 67,155 74.655 76.000 3-#12SCREWS ANCHOR TYPE. ❑ U U ❑ U U ❑ U U O U U ❑ U U ❑ U U ❑ U U ❑ U U 2.ANCHOR LOCATIONS ARE BASED ON THE cn0 Z ZryO Z�_zll O Z .no Z zcl) Z zm0 Z Zr10 Z ZcnO Z Z WINDOW GLASS �PONOTO�iON0 Oci `�O�OcvOc�O`-OaiO�`0 0c4 �`0 0ciO 0T0cgi 0 0 FOLLOWING DIMENSIONS: WIDTH TYPE U U U U U U U U U U U U U U U U HEAD-18 112"MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17 1/2"MAX.FROM TOP CORNERS _....... ...._..,....... _............._-...._.._. ....._......_ _....._..._.__...... ._..._............_.......__._..__................... ._.. ..... ..... _ ......_.._. ._._.__ 15"MAX.FROM BOTTOM CORNERS H,I,J,K,L 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2I 2 2 2 3 2 2 2 3�2 3 2 212 3 2 6"MAX.BELOW MTG.RAIL 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 SILL-ANCHORS NOT REQUIRED A,B,M .�__1.1.- . i 1 2I2 2I1 2I2 2I2 2�1 2 2 2I22�2 Z 2 2C2 2r2 2 2.2.I..2 2 2 2I2 3I2 2�2 3I2 - 2 2 2 3 2 3.INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 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 1 NOTE 2. 24.000 H,I,J,K,L 1 1 1 1 1 1 2 2 1 1 2 j 2 2 2 2 2 2 2 2 2 2I 2 2 2 2 2 2 2 3I 2 3 2 2I 2 3 2 3 2 2I 2 3 2 3 2 2I 2 3 2 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 1 _1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1-Ti- 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS A,B,M 1 1 1 I 1 1 1 21 2 1 -1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2�2 3I 2 3 2 2I 2 3 2 3 r2 2I 2 3 2 3I 2 2I 2 3�2 ARE 1"LESS. PSF 68 77 5. DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 1 1 1 1 1ft 2 1 1 2 1 1 1 1 _1 1 1 1_ 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A M,INDICATE A 32.000 H,I,J,K,L 1 1 IT[i 1 1 2 2 2 -2 2 22 3 3 2�2 3 3 3 3 3 13 3 3[3 2T2 3 -3 4I 3 3 2 413 413 3 2 4I 3 BMAXIMUM DESIGN PRESSURE WITH TALICIZED VALUE ABOVE ETH QUANTITY A,B,M 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 1 12 2 2I22I22 3I3 2j2 3 3 3I3 3 23l33I3 2f23I3 4I3 3I2 4I3 4I3 3�2 4I3 MAXIMUM DESIGN PSF 59 67 79 PRESSURE FORTHRESPECTIVE SIZE ,D,EFG, 1 �.... 1 2 1 � ......_ ....._1._...2 2i.-.:1_ .2 ..2_ ..1...._? ._2........_1 2 2 1 2.._. AND GLASS TYPE IS 37.000 H,I,J,K,L 1 1 1 1 112222222322233322 3�3333 '433332 33433r24I3443243 AVAILABLE. ABM 1 1 1 2 _1 1 2 L.I. 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 9 1 1 1 1 1 1 2 2 2;2 2I2 2�112 I2 2I3 3 3 2 2 3I3 3�3 3(3 4I3 3I3 3I2 3T3 4I3 3J2 4 3 4(4 3I2 4 3 PSF 54 79 52 79 C,D,E,F,G, 2 2 2 2 .__2 2 2... ..-.2,.. .,2-_ -.2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H I,J,K,L 1 1 1 1 1 1 2 2 2r2 2)2 2I 3 2I 2 3 3 3�3 2I 2 3I 3 413 3 3 4 3 3 3 3I 3 4 3 4 4 3 3 4 j 3 4r4 3I3 5�3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ABM .. ... ..._. III 1 1 1 1 2 2 2I2 2r2 2I3 2I2 313 3I3 2 2 3�3 4I3 3I3 4�3 3�3 3I3 4I3 4I4 3 3 4I3 4';4 3I3 5I3 TABLE KEY: PSF 49 79 56 79 79 MAX.PSF C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 .L_...._._ _... ... .._ ....._..___. ..._...__._. ..._.__._..._.._ ..... ......_.._.._.._. PROIIUCTREVISED I _ _..--.-- (DP LIMITED) 117 44,000 H,I,J,K,L 1111 11 222I2223I3223I33I42�33344334I34431343443�34134�43354 ns_"plying with tlw FlO(ldc 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 *ildiugl"oI DZt4; 3 A'B'M 1 1 1 1 1 1 2 2 2�2 2 2 3I3 21 2 s 13 3I 4 2I 3 3I 3 414 3 3 4I 3 4'4 3I 3 4I. 4 4 3I 3 4I 3 4I 4 3 3 5I 4 JAMB ABOVE 3 3 E aMTG.RAILPSF 45 74 51 74 79 79 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 JAMB BELOWluclCrn�1Y 48.000 H,I,J,K,L 1 1 1 1 1 1 2 2 212 2 2 3 3 2I2 3I3 3 4 3I3 3 3 4I4 3 3 4I4 4 4 3I3 4 4 4I4 4�3 5 4 4�4 4I3 5I4 MTG.RAIL 2 2 2 3 2 2 2 2 2 3 2 2 3 A,B,M 121 121 121 222 2�2 222 323 222 3I3 .24 3�3 3 3 4I4 3I3 4I4 4I4 3�3 4I4 4 4 4�3 5 4 4I4 4 3 5I4 FULL DP HEAD 2 PSF 41 67 46 67 75 79 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 ABOVE 2 2 MTG.RAIL 53.125 H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 8 4 4 3 3 4 4 4L4 313 414 4L4 3�3 4�4 5 5 4 3 5 4 515 4L.3 5 T. JAMB BELOW _2 2 2 _2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 A,B,M 1 1 1�1 1 1 2 2 2T2 2�2 3 3 3�3 3I3 4j4 '3j3 4 4 414 3j-3 4�4 4;4 3 3 4I4 5I4 413 514 54 4�3 5J4 MTG.RAIL �..6 y1� 4 J.�� 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING,STANDARD VIEW 1RI-•'' ''' N.VENICE,FL 34275 e,: Data RONebne: P.O.BOX 1529 PAC3T ALUM.SINGLE HUNG WINDOW,IMPACT n!!`' NOKOMIS.FL34274 VWbl Better `"w..k sma wr A.LYNN MILLER,P.E. orvwn ny: mro: Clrocto nets �' F.K. 7/29/OS J.J. Z/23/07 SH700 NTS 9 a 11 4040-20 F' FL P.E.#58705 t_ , 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 TAPCONS SUBSTRATE: 17.125 22.668 28.211 33.754 39.296 44.639 50.382 55.925 2-1/4"ELCO SS4 CRETE-FLEX ANCHOR TYPE: ❑ U U ❑ U U ❑ U V ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U 3 S 12 SCREWS ARE BASED ry 0 Z z 0 Z z r�O z r z r�O z r.Z a•?O z Z m 0 Z z m 0 z r z m 0 z z 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING WINDOW GLASS ( QNQ Q VONQ�ONQNQ QN0 NQ QNQNQ QN QN0 Oc QN0 O QN0 O DIMENSIONS: WIDTH TYPE � U U U U U U � U U � U U U U U 0 U U HEAD-18 1/2"MAX.FROM CORNERS 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 JAMBS-17 1/2"MAX.FROM TOP CORNERS _..__._........._._._.._...__....._......._..._...._.. .........�_..._._..._ ---- ---.._..__._._..__.. .........._..._-_-._..._.._._......-----_.... ._..-- -...._____ 111/2"MAX-ABOVE THE MEETING RAIL 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 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6"MAX.BELOW MTG.RAIL 24.000 ..................... _.._.., . .. ........_..,..............,......._............................_..... t ..........-...._................ ....... ..............__...__... ..............._.._......... 15"MAX.FROM BOTTOM CORNERS 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 SILL-ANCHORS NOT REQUIRED 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 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM 32.000 _..._......_....-...-......._._ ...._-- .-__... -.. ............_....__.._...._-_-_.---_..._._.-_--...._.....__- ._--- --...... ...__.__._._._.....---......-_ VIEW WINDOWS FROM TABLES 7.AND S.USING THE K,L 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR PSF 79 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW _......_.._.. _-_---.....__. _-.. ..____...___- ,...._...._._..._._._. .. ____- --._.__._._.....__..__...__.....__._ WINDOWS ARE 12 5/8"MIN.TO 38"MAX. K,L 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 79 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 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.... 1"LESS. 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 6.DESIGN PRESSURE LIMITATIONS: PSF 79 76 79 77 79 79 79 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM 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 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS _ -...--.- _.._..... __...-..- _ .._._......_.._.... ... 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 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN PSF 78 79 70 79 79 71 79 73 76 PRESSURE FOR THE 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 RESPECTIVE SIZE AND ____ ____ .... ................ . ----...... . _ -.... .............---_......._........_........................ ....._........._... GLASS TYPE IS K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 AVAILABLE. PSF 71 79 63 71 79 sa 74 ss n ss ss TABLE 7.KEY: 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 _......._-.__ ........,.�_ - .. . MAX.PSF K,L 1 q j 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 (DP LIMITED) 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLE 8. JAMB ABOVE 2 MTG.RAIL SASH HEIGHT SUBSTRATE: 12.776 15.776 16.776 21.776 24.776 27.776 30.776 31,106 ANCHOR TYPE. ❑ c� ❑ O ❑ c� U ❑ U ❑ c> c ❑ c c� ❑ ❑ O ❑ O O FULL DP M O N Z Z <a O N Z Z m O N Z ir M O �, Z Z CJ O N Z Z M O N Z Z a1 0 N Z z " O N Z z HEAD 2 WINDOW Q O O N O O � O N O O � 0 'q. Q r O N O c O N g O O N O O H O N O O H O WIDTH 5 ❑ O 3 0 3 0 3 o c� 0 3 U o 3 0 ❑ JAMB ABOVE 4 Paorn4cn itEVISED 19.125 1 1 1 1 1 2 1 2 2 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL o complying with Iho Florida 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 13-plig Cade Accoplmtce No 1(0'O'71 p� 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 I<plflllW Dale re 3,QA21 I 79 _ 111V Fl�wp� 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 TABLE 8.KEY: snnu «Ie Prodaol Cori7rt I 74MAX.PSF ;\/1 40.000 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 -4-1--3-1-4 (DP LIMITED) 112 68 78 JAMB BELOW 2 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 MTG.RAIL r.f 48.000 63 72 79 2 2 2 2 2 2 3 2 3 4-F 3 1 3 4 3 4 4 3 1 4 5 3 4 5 3 4 FULL DP 56 66 72 JAMB BELOWB 53.125 73 2 2 2 2 2 2 3 3 3 4 3 4 4 1 3 1 4 5 1 3 1 4 5 3 5 5 3 5 MTG.RAIL oKauy: aam: FeHsbu: 1070TECHNOLOGYDRIVE ANCHORAGE SPACING,CUSTOM VIEW '''�:',:'r�>''•'.�:•;: N.VENICE,FL 34275 "' "•`�� ''• ••• ��t. A.-r• P.I. Fehetau: -P.O.BOX 1529 ALUM.SINGLE HUNG WINDOW,IMPACT '/ `''I•'"`' V' NOKOMI5,FL 34274 Valbl Better s"I°`�Aad�' �°"' sma: y na F.v A.LYNN MILER,P.E. awe er. oero: cnoa"ee. aem: y SH700 NTS 10 m 11 4040-20 F FL P.E.#58705 F.K. 7129105 J.J. 2/23/07 EXTERIOR INTERIOR NOTES: ALL HEAD AND SILL DETAI WOOD ANCHOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY SEE NOTE 2&3 APPROVED 114"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 1-3/4"MIN.EDGE ( )CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1 3/4". (SEE NOTE 1&3) 2x WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR (SEE NOTE 4) 1"MIN.EDGE 114"SS4 CRETE-FLEX. 3.35 KSI MIN. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. CONCRETE > 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE 1 3/8"MIN.,1!4"TAPCON TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE .13/4"MIN.,1/4"CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE OPTIONAL 1 3/8" 1 112"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK O } MIN. ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) —�-I ——1— 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 1I4" 1/4" 6063-T5 AND A MINIMUM OF 118"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX. . OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SH SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN 1 114" 1 3/8„ MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 4._ MIN. MIN. S.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 1l4"MAX.SHIM 1/4"MAX.SHIM 7,MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT •t'. 1-3/4"MIN EDGE D 1"MIN.EDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION. I§m4tll�CONCRETE ANCHOR, I I u WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING Im RAIL.(SEE NOTE 1&3) D III IttIII RAIL.(SEE NOTE 2&3) I 3.35 KSI MIN.CONCRETE INTERIOR T,• OR 1.5 KSI MIN.CMU (ALL JAMB DETAILS) 1x BUCK OPTIONAL WITH SOLID CONCRETE L 2x WOOD BUCK EXTERIOR OR CMU SUBSTRATE(SEE NOTE 4) (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4"' hlllMlNEIGE 2-1/2"EMBEDMENT MAX. SHIM 114" O WOOD FRAME MAX. PRr119UC'PREVI5EA —WOOD FRAME SHIM as tanplyingnith tlm Fttxtida B.ihGog Cod,,131'DIA.MIN. 5/8"MIN.EDGE A.plm.No lra-Q74.0(� Date Y2-1/2"EM EDMENTx 2 1/2"NAIL, .131"DIA.MIN. AT CORNERS By x 2 1/2"NAIL, AND 5"O.C. Miami adc Product I AT CORNERS WOOD FRAME AND 5"O.C. 5/8"MIN.EDGE 1(4" —� •131"DIA.MIN. x 21/2"NAIL, MAX' AT CORNERS SHIM AND 5"O.C. 2-112"EMBEDMENT DETAIL F, (HEAD) DETAIL E,(JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE RevMey: Dele: R"Y¢bna: " y: oaro: R"galana: 1070TECHNOLDGYDRIVE ANCHORAGE DETAILS /--'',;;ol.:•',?:.• N.VENICE.FL 34275 R",a4 BY OaN: R"Wfanr. ��� P.o.sox+sze ALUM.SINGLE HUNG WINDOW,IMPACT ' , 1� tt+•.• o,awn ar:oar cn,a:m oam: NOKOMIS.FL 34274 Yisrbly Beteer s�..n �`' s"e0h °'a"�^"• R^� A.LYNtJ MILLER,P.E. F.K. 9/1/05 J.J. 2/23/07 - SN700 NT$ 11 m 11 4040-20 F FL P.E.#58705 • Y