Loading...
HomeMy WebLinkAboutNOA - SINGLE HUNG WINDOWM IAM I-DADE MIAMI-DADE COUNTY m 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) vwv.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive SCANNED North Venice, FL 34275 SCOPE: ��y This NOA is being issued under the applicable rules and reguYaTionF2M#-ng 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't5eribs OSH-700" Aluminum_Single-JIung Wi ON — .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 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. .If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 L F fff a 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 i 1 of 11, dated 09101105, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. ' B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test,- Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed,:and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.06) W• 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 7A6, fA91-41, . Manuel ere P.E. Product Contro Ex finer NOA No.-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an 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:.l) 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 A) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 7. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4646 and FTL4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) MCI Manfiel ere P.E. (� Product Contr 1 Exafniner NOA No. 7- 30.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and FBC 6th Edition (2017), dated 06/22/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and FBC 6th Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL4957, 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. 07-032Z 06) 4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648, FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.06) G. OTHERS 1. Notice of Acceptance No.16-0714.06, issued to PGT Industries, Inc. for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and expiring on 03/26/21. ait r z, P.E. Product Co t I E aminer NOA-0130.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-3 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 6116" IAMI CONSISTING OF (2) LITES OF VB' ANNEALED GLASS WITH A .090' KURARAY TROSIFOL' PVB (BY KURARAY AMERICA', INC.) OR .090" SAFLEX °I'VS INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B, 6116" LAMI CONSISTING OF (4) LITE OF 118' ANNEALED GLASS AND (1) LITE OF.1/8' HEAT STRENGTHENED GLASS WITH A .090' KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLE)e PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) C: 5118" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A' ,090' KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® 'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) D. 7/16' LAMI CONSISTING OF (2) LITES.OF. 3116' ANNEALED GLASS WITH A ;090° KURARAY T.ROSIFOLa PVB (BY KURARAY.AMERICA, INC.) OR:.090" SAFLEX" PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. V16" LAMI CONSISTING OF (1) LITE OF 3(16' ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH A. T. .090' KURARAY TROSIFOL OPVB (BY KURARAY AMERICA. :INC.) OR .090' SAFLEXO PVB'INTERLAYER (BY:EASTMAN CHEMICAL COMPANY): . F. 7/18" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL "(BY KURARAY AMERICA, INC.) OR'.090' SAFLEX'PVB INTERLAYER (BY F-ASTMAN CHEMICAL COMPANY) G.:13/16' LAMI {G; (1) LITE OF 118" TEMPERED GLASS; AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A :000" KURARAY TROSIFOL "PVB (BY KURARAY AMERICA, INCJ OR:090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) H. 13116' LAMI IG:.Illy. LITE OF 118' TEMPERED GLASS. AN AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF.1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRNGTHENED GLASS WITN:A .090,° KURARAY:TROSIFOL" PVB (BY KURARAY AMERICA, INC.)'- OR .090" SAPLEX. PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 1.:13/16" LAMA IG; (1) LITE OF 1/8' TEMPERED GLASS; AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/B" HEAT STRENGTHENED GLASS WITH A ,OST KURARAY TROSIFOL�_(PVB BY KURARAY AMERICA, INC.) OR .090' SAFLEYB PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) J. 13118' LAMI IG: (1) LITE OF 10' TEMPERED GLASS, AN AIRSPACE AND 7/16' LAMA CONSISTING OF (2) LITES OF 3116' ANNEALED GLASS WITH'A .090". KURARAY TROMFOL 'PVB (BY. KURARAY AMERICA, INC.) OR.ow SAFLExO PVB, INTERLAYER (BY EASTMAN CHEMICAL COMPANY) K,13118 LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 7/l6". LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND.(1).LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A ,090'KURARAY TROSIFOL PVB (BY KURARAY AMERICA, INC.) ' OR ,090° SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L. 13118" LAMA IS: (1) LITE OF 1/8* TEMPERED GLASS, AN AIRSPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED'GLASS _WITH A ,090" KURARAY TROSIFOL P BY KURARAY AMERICA, INC.) OR .1190".SAFLEX0 PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M;13/16° LAMI 10; (1) LITE OF 118° ANNEALED GLASS; AN AIR SPACE -AND 5116" LAMI: CONSISTING .OF. (2) LITES OF 1/6' ANNEALED GLASS WITH A =01 KURARAY TROSIFOL "PVB (BY KURARAY AMERICA, INC:) OR-.090" SAFLEe.PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) .NOA DRAWING MAF . .. SHEET GENERAL NOTES,,,.....:,,,• 1 GLAZING DETAILS......,,,,,, 2 DESIGN PRESSURES;.,,,:, 3 ELEVATIONS,,,,,,,,,,,,,,,,,,,,, 4 VERT, SECTIONS,,,,,,,,,,,,, 0 .HORIZ. SECTIONS:,,,,.,.,.., S . PARTS LIST..; ; ........... 6 EXTRUSIONS,,,,,,,,,,,,,,,,,,,, 7 :CORNER DETAIL .............. 7 . ANCHORAGE.: .................. 6.11 MetriW Min, F Min, Fd. Stw Screw 92 fai 12D 91 Eloo UltreCorM 165 kei 177 hol 410 SS Elea CieteFlexw 127.4 ksl 159,7 kel BOBS-TSAIurrUnum .10 al x%:k®I A3B eei 30 k91 51I 1 Gr. 33 SteelStStud 33 kel s 21 CONFIGURATIONS: "OX" (1/1, VIEW.AND RADIUS TOP,. ALL W/ LOW OR HIGH SILL OPTION) S. DESIGN PRESSURES: (SEE TABLES 1.3, SHEET 3) A. NEGATIVE DESIGN LOAD BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B, POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13DO. C, DESIGN' LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 4. ANCHORAGE: THE 33113% STRESS INCREASE' HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6 THROUGH 11 F.OR ANCHORAGE DETAILS. - i`R000cr REVISa1) eI oLarrdyirg whhIla Floft, S. SHUTTERS ARE NOT REQUIRED. 6..FRAME AND PANEL.CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. AcmU hnta Na!T" 7. REFERENCES: TEST REPORTS FTL4845; FTL4646, FTL-4647, FTL-4648, FTL-0649, FTL 4650, FTL-4651, FTL4723, FTL-4957, FTL4m AND FTL-5068. By ANSVAFBPANDS FOR WOOD CONSTRUCTION 'Mir U aPr>,11IciL.m ., ALUMINUM DESIGN MANUAL Aig' ��t flN gF'� 8, SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. \ 9, THIS'PRADUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY 41 HURRICANE ZONE (HVHZ), Na.69706 A. '. 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED.CAPS (G-L) ARE ALLOWED. :. :. ) %y �9 / . . . 1070 TECHNOLOGY ORE �Y� N .. .. .. N. VENICE, FL 34275 GENERAL NOTES •�O'' eTA \ ,P`le,'\ ��fil�l!{leli CERr. OF AUTR29M:: ALUM. SINGLE HUNG WINDOW IMPACT JR OiVf7Nf7 O VPaA7EDAMC1f0RA[1ETOF9C30f7. �,. a ongN> a" U. A` A. LYNN MI`6ER, P.E. eoem» n ernr ILK 61Np16.. . J.J Y u°inw a SHM NT3 1 .1 'm 11 404&0 0: FL P.E.0 80705 - Part# Description Material 1L= 71 KommeAing 4SG'TP8 Spacer System n 72 Quenex:SuperSpacer nX vthHot Me@But yl Beelhle Shoat far 73 Quanex'DumsealSpacer Matadele 41 - .1R"ROM•' . Cardinal - - 1@"ROM. _ 74 XL Edge TEST --- GLASSBITE GLASS BITE EFE E REP RTT3A,!C.71 , Y9886070------- 70 37 �p . 37 -1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16". ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 090 PVB INTERLAYER 11W ANNEALED OR HEAT STRENGTHENED GLASS 3/16' ANNEALED OR,HEAT STRENGTHENED GLASS 6/18' NOM. 5118" LAMINATED GLASS 80,81'or 82 7/16' LAMINATED T/16" LAMINATED GLASS 83,84 or 85 : NOTE' . 71-7.4 71-74 �7 EXTERIOR INTERIOR � LAMI IG OUTBOARD Lima MAY Bh. - (ALL SECTIONS) . UPGRADED TO0l10' `J WITH NO 6HANG9 IN: "PvB, DEt1IQN PRUOURM. KURARAY TROSIFOL 112'N )M. 1/2" NOM. ' PVB INTERLAYER 4e GLASS:BITE 46 GLASS BITE Or SAFLEX PVB INT'ERLAYER 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 GLASS3116' ANNEALED OR HEAT STRENGTHENED GLASS 6N8' LAMINATED: - - 7/16" LAMINATED' AIR SPACE AIRSPACE, — 118" ANNEALED OR TEMPERED' GLASS 1/8" TEMPERED GLASS 13/16' NOM. 13/16" NOM. 13/1 e° LAMI IG GLASS W/ 6/16" LAMI 86;87,88 or 92 13/16' LAMI IG GLASS W/ 7116" LAMI. 89,90 or 91 ALUMINUM . CONE . HOT•MELTBUTYL. REINFORCEMENT POLYISO; DESICCANT FILL AREA STRUCTURAL BUTYLENE 6118' ROM. fR0bllt'1'ItS347SED ... .STRUCT;SILICONE 3115' NOM. NOM - F� 5/16• NOM. : SEAL .. BUTYLA .SILICONE SEAL araen:glying �vuh IhR 67eMbttl �3vilati,p Cndo _ POLYISOnUTY114" WITH DESICHDESICCANT ROLL -FORMED :DESICCANTFOAM Auto STAINLESS STEEL. E inn6 DataCXT, GLA' ' EXT. GLASS EXY. 4�r GLASSEXT.GLASS dOAtxlb �1'LI I'1���NT. GLASS INT. 6lASS INT. GLASS INT. GLASS �� •'''t,ICt:N$F •:j �P� ` 1t KODISPACE SUPER' DURASEAL® .. XL EDGE Tm T. = Ta NO. solos 48G TPS SPACEReiNXT SPACER SPACER: m 9' OOF �''�MI 1 no TECNNoiocv DRIVE _ N.VENICE.FL34275 �•; }+'`•,'�oaIDP•••''���.° _GLAZINGDET'AILS '�•.•••..�b,`� NAI. ' CERT80FAUM tYe91913 ALUM. SINGLE HUNG.WINDOW IMPACT �a o64., o Wet"mlmsmmr' eO�.�1OID ,� ,�. �. � A. LYt��!'I�IL��R,P.E• ms aoTorournu�r :. ®" sNrou FUN •2 • 11 4Q40-20 G FLRE.060700 KlG NlAM.. ..L 1r15MY nuwc"rsFesvevo 111 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH BILL OPTION BASED ON FLANGED WINDOW TIP TOJIP-FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS 1W8 63" 66" 68" •70'" 72" 74" TdBLE'1 75" 48" A,B,M +80:0 -80.0 +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +80.0 -80.0 +80.0" -80.0- +80.0 :40:0 60" A,B,M, +60.0 . -80.0 +80:0 r80.0 +50.0 :-80.0 +80.0 -80.0 +80.0 ' 8D.0 +80.0 =80,0, +79.0 -79.0 62" -A,B,M .480.0 -80A +8M0 -80.0 +80.0 :=80.0 +80.0 -110.0 +78.8. :-78.8 +77.3.. -77.3 +75.9 . r75.9 7 A,B,M +60.0 -80,0 *80.0 -80.0- +79.6 -79.6 .+78.2 -78.2 .+76.9 -76.9. +75.4 -75.4 +74.0 74.0 UP Yd 63 918" . C,D,E,P,G,H,I,J,K,L +80.0 -80.0 +80.0 .80.0 -480.0 -W.0 +80.0 -80.0 +80.0 -80.0 '+80.0 -80.0 +80.0 -80.0 STANDARD VIEW & RADIUSTOP FIANCE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO•TIP FRAME DIMENSIONS _ WINDOW HEIGHT WIDTH .. GLASS TYPE :30.3/8" 44". 50 618" 83" 72" 74" TABLE 2. 76". . 48" 'A.B,M' +80.0 -80.0 +80.0 -80.0 +60.0 80.0 +80.0 '-80.0 +70.0 -70.0 +70.0- -70.0' +70.0 -70:0 SO" A.S.M. •+80.0 -80.0 +86.0: =00.0 +60.6 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0• -70.0 +70.0 -70.0 62"' A,B.M. :+80.0 -60.0 +80:0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 70.0 +68.8 -68.8. 467.6 -67.6 93110" A,B,M : +80.0 '•80.0 '+80,0 -80.0: :+80.0 -80.0 :+75.0 75.0 '+68.0 -68.0: .+66.7 -66.7 +65.5 -65.5 UF3 T 3131/6" C,D,E,F,G,H,I,J,K,L • +8D.0 -80.0 +80.0 -80.0 +80.0 -80.0: +8D.0 -80.0 :+70.0 -70.0 +70.0 -70.0 .+70.0. -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A, 6/48 LAMI 1/e"A,.09D,118 A : FTL-4647,4648, 4723, 4957 S� SAG' LAMI - ilWA490118"HS FTL-4647, 4648 C. 6118' LAMI. 1/6".HS,.090,1/8'HS : FTL 4647,:4648 D.-7/18' LAMI- 3/161A1,090, 3/18"A : FTL-4645,:4885 M 7/10" LAMI 3/18"A ,090, 3118"WS FTL-W5 F, 7/it"-LAMI. 3/18'H8400 3/10"HS FTL- 4645 0, 13/19" LAMI 10.118"'T, AIR SPACE, 6118' LAMI- 1/81*.090,a/B"A) FTL4646, 4729 H. 13/10° LAMI IG -116" T AIR'SPACE, 5116' LAMI - 1/8-&-.090,1/8"HS FTL4646 i. 13116" LAMI 10 - VOLT AIR SPACE, SHB" LAMI - 1l6"H5,.090,1/8-HS FTL-4646 J. 13/18" LAMI.IGm118"T, AIR SPACE,.?/iV' LAMI-(3/16°A..090, 3118'A). FTLAW, 4650 K. 13/10" LAMI 10 -1/8° T, AIR SPACE, 7118" LAMI - (3116-A,.090, 3/16°HS) FTLr7649, 4650, 4958 L. 131HP LAMI10=1/8" T. AIR SPACE,•?/16- LAMI -(3/18°HS,.090,'3/1WHS) FTL-4649, 4650 M,;13116" LAML_IO_1/8"A, AIR SPACE; 5/16" LAMI-(118"A,.09D, 1/6°A' FTL-6063 : ' "O• MEETING RAIL' HT. S�H HT. MEETING RAIL ' .X g 19H t j W HT, •O" MINUS SASH HT, ' MEETING RAIL PRODUM ItEM)D asw�mplyl wl�Mliu4?�.ti<9e u dtumu Cra I •O6 moh Aca:Mmi6nldO r ,art Dais all ' is h1ir�ui mAa Floducl ' ��tiunrr Nd7�S;- 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 +a1G PRESSURES ARE UNEFFECTED: • . . .. - =. *. No, 50705 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE AEOVE 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 6. REFER TO ANCHOR QUANTITY TABLES 5.8 FOR ADDITIONAL DP 1070 TECHNOLOGY DarvE LIMITATIONS, N.vENice.rlsaz7s DESIGN PRESSURES 1S41) asSasoS JR oeroert7 a xocHANGESTy/ssHes7' ceai.OFAUnr.OMN: ALUM. SINGLE HUNG WINDOW, -IMPACT Sri, `LL„:N :conm,c,nax,r .. s.,,wmrc, ate. m.s a+•rore - luau A. LYNN MILLER, P.E. . FK, 9/1A1J' 72507. as"u�° �s"°cnes shoo: NTS .3 d 11 4040 TO G : FL P,E.p 08705 631184 MAX. FLANGED WIDTH - - - - - -- - 52 1l8: MAX. I.F. WIDTH. 40 618" MAX. FIXEDT - ID CDLO (ALL) --------�_.a.— -- - 1 75" MAX: 76° MAX.. I 76" MAX. SEE DLO O LF.: A A I.F. IF. TABLE.. /v D �. HEI HT SEE DLO / HEIGHT SEE DLO ' C "� HEI HT TABLE- o /00 TABLE: O - _ 76° MAX. 76" MAX.: 7D°I W. FLANGED. LIB: FLANGED _ FLANGED HEIGHT ®TABLE X' SASH . HEIGHT HEI HT :SEE DLO ,E . SEE DO — %�y - SEE . . 38 !16' i MAX. ..(MAX,) HEI HT TABLE Ii X / NOTE4'' TABLEx / NO EA 4811 4" MAX. VENT DLo (ALL) DETAIL13DETAIL C DETAILAVIEW (STANDARD SASH). ' . RADIUS TOP (STANDARD SASHL 1/t B .. ..E-� $ 75" MAX. 1 TY:MAX: I.F. I.F. • ) HEI HT E+� HEI HT, BEE DLO -- SEE DLO TABLE Q- TABLE I ' O 76" MAX. / 76" MAX. FLANGED FLANGED HEIGHT' HEI HT 20" i . 20"' .: . BEE DW TABLE x %% SASH:: SEE DLO TABLE X : j SASH fitC�DUCT.RHVtBDD : -- HEIGHT HEIGHT. :. . . .. 111:01l1�1}'t11� wlfh 16e RSY1Id0 . SIGIIIIIR�.(.'p�g B A"lp a14eo,, DETAIL D.. DETAIL E R1+��11uaVIEW (CUSTOWSASH) RADIUS TOP (CUSTOM SASH) �tf NOTES: ������� 410EWy�/`O',o vi�� 1; GEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, 2.899,811EET 7 FOR CORNER OETAILVIEWS. vk Nci 68705 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. IT s4. BASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE AVER TWO FORMAT. U t rear: 107N vet+ o�0 7 ELEVATIONS '�aRlDa \�4r\. ta+ t Rt �S1ONAL � csrs7:oFauntuzexeu ALUM.' SINGLE HUNG WINDOW, IMPACT .1l+n1111�1�1 rR Dawn, o IvoCNANCC47Hissw�r. � �. �,�. R«n• A, INN MILLER, R.E.. . °� *"��TM�•u� sHmo-' NTS ::a .d'f1 4t74a2o a FLP.E.f/667DS FK w+roe.. . a.r. a�vr FtL R:GNISRLSERVED FIXED LITE DAYLIGHT OPENING HEIGHT 21 QUT$IDE MAX. VENT - DAYLIGHT. OPENING' I-� — 2,784°--1 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6' FROM EACH SIDE OF OR,, 26 27 NOTE: BALANCE PARTS USED INSIDE INSIDE MAX: VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 31 9,10,11,1S,1G 7.8OR17 ' 25 - Z5 "I MAX: FIXED LITE DAYLIGHT OPENING OUTSIDE MAX. WIDTH - SECTION A -A 6 OUTSIDE INTEGRAL FIN.(I.F.) FRAME SECTIONS. — INSIDE . 23 47. 50 21146 HIGH I SI L .. 2.330 I LOW L _ S1 49 HIGH SILL 48 LOW SILL. HEAD JAMB OUTSIDE 68 2.710" ' 28 I.F. FRAME . q 53 OUTSIDE .. PRODUCI`R}MVISRD 6 M Cumplyieg whh Iho F It . 0lrilaiug Code 53 2.946' AecoMm:ce No 2.330' (HIGH SILL) 63. L'apiraAmon! ) 52 (LOW SILL) BY SEE NOTE ABOVE r 64 ArtL, ud `, I`Si 3 ' 30 ULTRALIFT gg 12 ONLY. 12 ULTRALIFT ::. No, 90701i > ONLY SECTION G-C .q A SECTION B-B . Rapws TOP L ALTERNATE HIGH SILL HEAD DETAIL -:FLANGED VERSION) )� t ( OW SILL SHOWN): (p . - IM TECHNOLOGY DRIVE 8 N. �w aCE. F w _ : rSECTIONS... .. CEiiT.OFAunLaxe 6.' : ALUM. SINGLE HUNG WINDOW, IMPACT 2 k0 CNANQEB 7N18SHEEt nw A. R, P.R. SH7W Half :5 d 11 404a20 G: FI P.E.N68708 ITM DWO.d! : DESCRIPTION PGr# 1. 4002A FLANGE FRAME HEAD 612225 2 ' 1166 #8 X 1.000 QUAD PN; SMS 781 PQA 3 : 4003C FLANGE FRAME SILL (LOW SILL) 612226 - _ 6 1020 ADHESIVEOPEN CELL FOAM PAD 7PA01626: 6 4004 FLANGE FRAME JAMB 612227 . 7 4026 SASH STOP 612244 8 4025 SASH STOP (EGRESS)1;125 LONG 612244 . 9. 4029. SPIRAL BALANCE, 3/8", 518".OR 11116- 10 1080 BALANCE COVER, 3/8" OR 5/8" 6BALCVR918 11. 98X,760 PH;PN.:SMS 7834AA 12' BALANCE BOTTOM BRACKET-: 7BALTBKT 13 1086/1086 SASH TOP GUIDE' 42504 15 08 X 1 PHILLIPS FLAT HEAD S. STL 78XIFPAX 18 - 1080-1 BALANCE COVER, II/IS-' . 8BAICVR670:.: 17 4063 SASH STOP COVER 64053, . 18 - 4029-1 _ SASH BRACKET 7ULBRKT 19 . 98.32 X lir.LG. PH, FH, TYPE F S. STL 7832Xl2FPFX: 21 4064C FIXED MEETING RAIL . 64054C ..23 40060 SASH TOP RAIL 64006 26 1235 ' WSTP...170X;270BACK, FIN SEAL " 67S16G 20 1008 SWEEP LATCH 71096 27 1016 98 X,826 PH. FL. SMS 7858 28 4001 SASH 80TTOMRAIL'LOWSILL) 612230 30 1220 VVSTP., BULB VINYL BTP249 Si : .' 4008 SASH SIDE RAIL 612234 34 . : 1268 SASH FACE.GUIDE 42501' 35 - ._ 1022 LAMI SETTING8LOCK3132"X26/64"X1" 71622K 36 -.1062 LAM IGSETTING BLOCK I"X314"X111W 71052K: 37 1224 VINYL GLAZ. BEAD BULB (THICK STP247W,K . . 3S ' ' 1226 VINYL GLAZ. BEAD BULB(THIN) 6TP248K 41 40399 GLAZING BEAD, 6/18 LAM. GLASS.: 64039E .42 404413 GLAZING BEAD '5M8 LAMI W/GRILL KIT 644703 44. 4222A. GLAZING BEAD, 7116" LAMI 64222 45 0860 GLAZING BEAD, 7116" LAMI W/GRILL KIT 6985 ULAZING BEAD,13/16" LAM I.G. 64067 47 _4007 4071A FRAME,I.F:HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072" 49 4073A FRAME, I.F. HIGH SILL' 64073' 60 4074B FRAME, I.F. JAMB 64074- ; 52 4009 SILL LATCH EGRESS (LOWSILL) 764009 . 53 ' 1008 SPRING, SILL LATCH EGRESS 7SPRNG :64. 1 2740.' ISILL LATCH (EGRESS) (HIGH SILL -62740 56 1014- ISCREEN FRAME (HOR. EVER.) 61014 88 1630;: ISCREEN CORNER KEYW/RINGS 71630 87 1631 -'SCREEN CORNER KEY WIOUTRINGS 71631 58. 1073 :SCREEN SPRING 7CASP 89 .1024 ISCREEN SPLINE-,136 DIA FOAM 61624K 1070 TECHNOLOGY ORNE N. VENICE. FL 34278 (941) 480-1600 ri/i mm TH7s SHEET CERT. 0FAUTH4=98: . C . RIGMOM7 ye",� � VGT NDu9TR4'"i�.HC.:. l.w DWG3i DESCRIPTION' — - -PGT#-- 60 1635 SCREEN SPLINE-.136 DIA HARD 8163611 61 SCREEN CLOTH 61816 63 505 ' GLAZING CHANNEL (.688X.500)'. 0533402 64 1161 : #6 X 1.000 PH. BUGLE TEK 708X1 .67 GLA7JNGTAPE, 1/16X12-7/18LAM .B2BV1510 : 66 4051A' SASH BOTTOM RAIL HIGH SILL) 64061 69 1 4050A: fFLANGE FRAME SILL (HIGH SILL) 64030 70, ISILICONE. DOW 791, 899, 995 OR GE 7700 86 A GLASS; 5/16" LAW, (11B"A.09D PVB;1/8"A) - 61 : 8. GLASS, 5/16" LAME (1 /8"A•090 PVB,1/8"HS 82 C.GLASS, 5M6":LAMI, 1/8"HS„090PVB,1/6"HS .. 83 D. GLASS, 7/16" LAMI; (3/16A.090 PVB,3/18"A) 84 E. GLASS, 7/16" LAND, 3/16"A.090.PV13,3/18"H9 . -- .85 F. GLASS; 7/16" LAM), 3/16"HS„090 PVB,3/18"HS 86 G. GLASS, 13/16" LAMIIG;1/87, AIR SPACE, 6/16" LAM, I'lWA.090 PVB 1 /8" 87 H. GLASS, 13/1 6"LAMI IG;1/8"T, AIRSPACE, 5/18" LAW, 1/8" .090 PVB,1 WHS 98 1. GLASS,13/16" LAMI IG;1/87, AIRSPACE, 5116" LAMI. (1/8"HS,.000 PVB 118"HS 89 J. GLASS,13/16" LAM IG;1/8'7, AIR SPACE 7/18" LAMI, 3/16"A.090 PV8 90 K GLASS,13/16" LAMI IG;1/8"T, AIR SPACE, 7/16" LAM! 3/16' .090 PV5,3/18"HS 91 : L. GLASS, 13/16" LAMI IG;1/8"T, AIR SPACE 7MW LAM, 3/16"HS„000.PVB,31/6"H8 92 : M. GLASS,13116" LAMI IG;1/8"A'AIR SPACE, 5116!' LAN, 118"A.090 PVB;1/8" 2.784 062 1:830 3. S .082 47 FRAME, I.F. HEAD #4071A;6063-T6 O FRAME,' I.F. LOW SILL. #4072A, 6063•T8 2.908 +-2.37 CI1t?OIICTRBV1511O m eA oving w101Ihe Flaehlu MAIMS CO& 062NOM Accgdigtw l B,Dg THICKNESS :4 71 L m0ete /) 2. 1 it f .062NOM Nllan 0clnt �itCa-�p1TJ THICKNESS' lJ �I FRAME, I.F. JAMB. � 49 FRAME, I.F. HIGH SILL 50 #4674B,6063-T8 No. 0 b8709 #4073A, 6063-T6 (USED AS RADIUS TOP HEAD) a�U-ci' arA T PARTS LIST ,"'40aknh,:•' ,n ALUM. SINGLE HUNG WINDOW IMPACT �., /ONAL's�R�` 9.I.RE� 7— owroru .: A, etw LLEA, P,E, SHM NTS 6 d 11 4040 2(J G FL P.E.0 58705 i 2.784 1,al 3 .os2 FLANGE FRAME HEAD J :04002A,6083-TO: 1:749 2,710 ,062 FLANGE FRAME JAMB #4004, 6063-T6 (USED ASAADIUS TOP HEAD) -�{ 1.342 ff .062 2,166 FIX_ E®MEETING RAIL �1 . #.4064A, 6D63HD•T0 EAL-ANTiALONG:ENTIF(EJ4.INT- = _ 1. or 47 q� 2 I.F. FRAME II .082 I IL II 2.830 2.330 - 6 or 50 I —2.7aa.� • O FLANGE FRAME SILL (LO M WELD .#4003C, 6063-T6. ALONG I . g Or 50 SCREW SEALANT OR GASKET .0038(2) ( AT HEAD:AND SILL 1 }-1.513--{ .. .738 082 .490 Oq0 --tas1—I f VIEW D-D VIEW E-E (111 & VIEW HEAD &SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) ,OSASH STOP SASH STOP COVER FRAME. CORNER. CONSTRUCTION . 4025, 6063•TS 17 - #4053; 6063-T5 - - - - ^ 1.165 .678 2.326 279 ti098-}-"—.il��-��-I 2: �-•— —� 062 �..3a9. GLAZING BEAD; 6/16" - a #40398, 6083•T6 IL 1.979 1so7 L062—SASH SIDE RAIL Oe2 I 31 #4008,6063-TS 203 ' SASH TOP RAIL 28 . SASH BOTTOM RAIL(LOW) 870 94008C 8063HS-T8 . � iW007,6063-T5 ,050--K7 ) -------2.784---I 69 FLANGE FRAME SILL (HIGH) . #4060A, 006346 2:328 j�,�e42 1.09E �+ -�{ .GLAZING BEAD, 5/16" #4044B, 8083 TKI (USED WI GRILL'KIT) pgnnUCT REVISED as cnmplyuaD wit4t tfid Fi01# IA - 44 GLAZING BEAD 7/16" O 94222;6063-T5 N � �augcova Aceuptitaw Nul •Q �i l a Dme ro.5 2.638 .083 .050 �4h5m. fTlifh . .062' .060-'678 1007 GLAZING BEAD, 13/16" IG 46 ��•�A............ :1.115��II—��. . #4067, 6003$5 Vl0@NgOpo� 68 'SASH BOTTOM RAIL (HIGH). O O GLAZING .BEAD, 7/16 #985C,6063 TS o, 66709 7t re •TS#4051A8063 .. .. (USED W/ GRILL KIT) _ .yN a � �' f070TECNN0L0GYDRNE N. VENICE. R.34Z75 tsap4ao•1000: �'°�� EXTRUSIONS & FRAME CORNER DETAIL, (,i� •: /af N �i''•�oRIRP,r - CERT.OFAUTN.#nM ALUM. SINGLE HUNG WINDOW, IMPACT dwo b �,; A. �I%IpV E. CaFYRG"Toznl r�Twurs a" /•11RI0"TbNFbtNJLV s..•trrE mr srrroo Half we ` T ✓ 99 4040-20 Q.. FLP,E.#6D703 Mown QUANTITIES FOR III FLANI390 WINDOWS TABLES: WINDOW HEIGHT . SUBSTRATE: .28.603 ..34.603 40.603 46.603 52.603 58.603 64.603 .76.000 c: V a'r> .© N2�2t�ONZ cU o ZcnONZ o 0 0 ZtnONZ :. o n U NO o v Zmo p Z 1 ZmONZ c O Z ANCHOR TYPE: WINDOW GLA56.C1ONoZ l U"UC4 U tl� U'UN � o oU� U�Ua� 0 0cq � U�UN1 0 U^U WIDTH TYPE 3 3. C.D.E.F,t3, 1 1 1 1 1 1 1 1 1 • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 18,125 H,I,J;K;L 1'2 11'1 1�1 112 1',1 i!.2 2;2 1';2 2+2 212 212:2 2,2 2j2:22 212 2;2 212 2;2 2 2 2 2 2;3 212 3.(3 1 112 11 1 2 1:1 1;2 2-2 1f2 2I2 2;2 2s2 2;2 2:2 2 2 2i2 2;2 2f2 2.2 2,2 212 2j2 2,3 2-.2 3;3 C;D,E,F G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24,000 _.1; 1j2 22 1 .' 1;2 2�2 1. _Y, 2.2 -.'_:.-,.._ 2;2 2 2 _!_i 2i2 iTi 2?2 ; _-•-,__-..'.. 22 2;3 2i22'2 _1----'. 2,3 22 2:3 2!3__.�_..1;2 3!3 2;2 3i3 : ABM...r $_2K2jI 1;2 1!2 1!2 2i2 1122;2 2;2 2:2 212 2;'2 2122j2 2f3 2j2 2;2 23'2k2 2t3 3:3 2f2 3!3C,D,E,F,G, 1 . 1 1 1: 1 1 1. 1 1 I- 1 1 1 2 1 1.' 2' 1 1 2. 1 1 H,I,J,K,L _1jz 1 2'3 1;2 22 2j3 1i2 2i3 2;3 22 2j3 2;3 22 2'3 3f3 2r2 3 3 3'4 3j2 3I3 34 3i3 4'4 1 1;2 2 2i3 1;2 2j2 2f3 12 2 3 2;3 2 2 2 3 2'3 2 2 213 3 3 2 2 313 3'43;3 3 4,..1 1 2 1 1 2 1-. :2 2 1.;2 2 ..1-._2 2 1':2 2 1 2,,J,KL 2{2 2 2 3 1 2 23 2i3 2':,2 2'3 2i3 2f2 2)3 2j3 2`3 _ 2;3 _ 3 4 2 3 3j3 3j4 3;3 3;4 3i5 _ 3j3 _ 4�4 37.00D 1 1 1 1 1 1 2 .1. 1 2 1, 2 2 1 2 2 1 2 2 .1 2 2 1ABN 2 - - 2i2 112 2, "2 2i3 1;2 213 2:3 2' .2. 213 2i3 2;2 2 3 2;3.213 2;3 3i4 2i3 3;3 3(4 3i3 3.4 3i5 3;3 4L4 2 2.. 2 2: 2 2 2 2 2 2 2 2- 2. 2 2 2' 2 2. 2 2 2 40,000. . 1`2 ..2., 2j2 ..2... M3 _. 2i2 2`3 2;.3 212 213 213 213 2;3 2E4 2 3 3}.3 3}4 2j3 3;4 3k5 3?3 3 4 4;5 313 4 4 g 2 2 2 2 2 2 2 2 2 2 2 i 2'2.2 ...,.. 23 22 2i3 213 212'213 2;3 213 2`3 2I4.'2j3 3j3 3j4 2i3 3r4 315 313 314141513113 4f4 C,D,E,F,G, 2 2 2 2: 2 2 2: 2 2 2 i 2 2 2 2 2 2 2 2 2 2' 2 2' 2 ' 2 44:000 W,I,J,K,L `d 2 2t2 2'2 2 3 2j2 2'3 2i3 2i2.3:'3 2j4 '2j3 3i3 3 4 213 3i3 3;4 2t3 34 35 3i3 34 415 3!4 415 2 2 2: 2. 2 2 2 2 2: 2 2: 2. 2 2: 2 2• 2 2 AB,M2,2 2;2 2(2 2;3 2;2 2,3 2,3 21.2 313 2 4 2;3 313 .2. 3;4 2 3 3�3 314. 2'3 3 4 ,2 3 5 3;3 3>0 .2_ .4 5 3';4 4i5 pSF 7J 70. C,D,E,RG, 2 2 2_.. 2 '._2. 2 '.. �..._2 2 2 3 . 2 2 4H.000 'H,I,J,K,L 2 2 _2... 2i2 2 2 Ti2_, 2.3 2.2 ...2., 2 3 _2_:. 3i4 2j3 313 ...2 3j4 2;3 _.2 3,4 34 .._2__..2_ 2;3 -if _4 ._2 315 3;3 3;4 .._3..:. 3;5 3'3 4;5 4 6 3i4 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 PtiBM 2 2 212 2 2 2i3 212 2 3 3�4 213 313 3i4'2?3 3}4 T� 213 314 3�5 313 3i4 315 3-3 415 4,6 3;4 515 PSF 72 79 79 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 . H,I,J,K,L. 2 2 2 2 721 2 3. 2;2 213 3;4 2:3 314 3 4, 2 3 314 3 4 313 3 4 3 5 3 3 4+4 4;6 3:4 4;5 4 6 3i4 5:6 2•' 2 2. 2. 2 2 2- 2 2 .2.' 2 2 3.' 2 2 .3. 2 2 3 2 2 3 2 3 x 2 2.2 2 2 _ 2 3 2:2 2;3 34 2 3 3 4 3.4 2'3 3 4 3 4 3;3 3E4 3'S 3;3 4 4 4'5 3 3 4 5 416 34 4,5 1. ANCHOR TYPES:. 1 -1/4' ELCO ULTRACONB OR 012 . SCREWS INTO METAL 2.114", ELCO S$A OR€TE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD- IS 1)2' MAX, FROM TOP CORNERS JAMBS -171W MAX. FROM TOP CORNERS 15' MAX, FROM BOTTOM CORNERS 6" MAX. BELOW MTG, RAIL SILL - ANCHORS NOT.REQUIRED 3 INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS, INTEGRAL FIN DIMENSIONS ARE 1"LESS. 6, DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLt; WITM A BOLO ITALICIZED VALUE ABOVE THEM, INDICATE. A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN DOLD. OTHERWISE, THQ MAXIMUM DESIGN PRESSURE; FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE, 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TABLFKEY: MAX PSF _ (DP LIM(fED) 110 HEAD 2 JAMB ABOVE 2 3 MTG. RAIL. JAMB BEI:O.W rreouurrn6vls:n av aamplyin with lFtuUfa6� MTG. RAIL +1cv41,13nCu rk, D B ee InnWl,Dma t001 (FULL DP) HY .. l HEAD :2 Mims PAll4frodWA JAW ABOVE 2.3 MTG. RAIL "0111�Y ILYlyNr���i;� JAMB BELOW �IGENSF MTG. RAIL , SEE TABLE 1 FOR 't N°• 66706 FULL OP � 1070TECHNOLMORPJE ' Q •' S A �p ; •',, ' N. VENICE, FL ANCHORAGE SPACING, .1/1.WINDOWS .. (941)480-1600: - . 5'•.; `,n,,•� JR am' 't7 o Nocwwossn+rssrr 7 bsar.dFaurH.rmzeeALL/M.SINGLE HUNG WINDOW IMPACT 00"i`�stC?(yp l . ewr"ro"roxmr OUTe.&170 m� e".e a-wer rwv A.LYkt�tMl44 RdP��'. . an,n oelr .. .. ' .:nn »;auraEs.ae • SFIlOU NTS 8: -a 11 .4040-0 G• • FL P.E.N 68705 rr JL 7/1dr06 : J.J. 7./t8/07' �uru;,ns,asrxveo - ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS :ABLE 8: WINDOW HEIGHT 5U637RATE, 29.655 37.155 44.655 52.155 59.655 87.155 74,655 - 78.000 .. ANCHOR TYPE. a -- o :o O U.❑ rJ .: o. U c> ..o c1 6 :. O o a 0 o o o .o 4-01,4 cvz ZM:O Zrzm:o z�Zc•�O Z zv), z Zr;O zr q z ZcoO Z^WINDOW'GL4SS c�i NO'-ONQNO OcmQNO OfV NOON• NOONNO N O�.Oc3 NO .O WIDTH TYPEU C) 1 1:. HJAK;L; 111 1.'1 1: 1 2 2 2 1 2i2 2i2 2!1 2'i2 2:2 . 212 2j2 212 2t2 2 2 2;2 2 2 2',2 3 2 2.;2 3;2 32 2;2 312 1 1 1 1 1 •1 ii1 tt1 is1 2l2 2;1 2j2 2(2 2i1 2.!2 212 2t2 212 2:2 2;2 22 22 212 2}2 3:2 212 3;2 PSF 79 C,D,E,F,G, 1 i i 1 1 1 1 1•. 1 1 1.. . 1 1 1. 1 1 1. 1 1 1' :1 1: 1' :: 1 24,000':' H,I,J,K,L i 1:'111 1!1 212 1j1 2.2 2 2'.2;2 212 2?2 2(2 2i2 2!2 212 3:2 3j2' 3 2 2 2 3;2 3.j.2 2i2 3:2 1 1 1 1. 1 1 1 1: 1 1 1 1 i• 1 1 1. 1. 1 1 i 1 1�1 1 1 212 .1 1'1 2;2 2 2 2 2 _ 212 2:2 2s2 2l2 2i2 2t2 3;2 3i2'212 312 3!2 2;2 3!2 3;2 2;2 3'2 PSF 66 77 C,D,E,F,G, -1 :32,ODD H;I,J,K,L 1 i 1 1 i 1 2i2 2${2 2 3 313 2 2 3i3 3j3 3;2 3 33 3 2 2 313 4 3 3'2.4 3 4!3:3;2 4:3 1.2 ±�2 :4: 1 2 11 1 1"1A;B;M i 1 1'1 1 i 2'2 2s2 2�2 2i3 3,3 2 2 3i3 3�3 3�2 3i3 3.3 2 2 3�3 4;3 3 21413 4 3 312 4!3 _-PSF 59 67 79 C,D;E,f,O, 1 1 1: 2 1- 1 2 1.. . 2 2 1 2 2 1. 2 2 1, 2 2 -1 2 2 ::1' 2 37,000" H,I,J,K,L :1 i 7i1 1 1. 2 2 212 2;2 2j3 2;2 2;3 3I3 2;2 3j3 3i.3 3 3 4;3 3'3 3j2 3 3 4;3 312 4r3 4.1.4 3;2 413 1. 1 1 1 : 1 1 2, 1 2: 2 1 2 2: 1 2. '2:. 1 2. -2. 1 2 2 1 2 ABM_. 1 1 1!1 1 1 .2, 2.2 2 2 2[2 213 212 213 _ 31312121313 ..._- _� 3 3 - - 333 - 4±.3 . 3i3 -i` 3:2 r- 3 3 - 4i3 - 3r2 ._- 4i3 _ ... 4{.4 __,. _ 312 .. 41'3 PSF 64 78 82' 79 . C,D,E,F,G, 2. :2 2 .2• : 2 2 ..z- 2 . 2 :..2 2 2. '2 2 2; 2 2 2' 40,000 H,I,J,K,C 1 1 1 1 1 1 2 2 2y2 2 2 2j3 21.2 3i3 Ti 21.2 3j3 4i3 313 4i3 3i3 3.;3 .4 3 4 4 313 4;3 41q 3j3 5S3 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 1 i 1 .1 1 2 2 22 2'2 2:3 2.2 3 3 3.3 2 2 3?3 4?3 3.3 4.3 3 3 3 3 413 4 4 313 413 414 3 _ PSF 49 79 66 79 79 2 2 2 2 2. 2 2 2.. 2 2 2, 2 2 :2, 2 2 2 2 2: '2 2 2 2. 2 44,000; H,I,J,K,L 1 i 1 1 1 1 2 2 j ' 2.2 2 2 3!3 2':2 3 3 3i4 2'3 3.3 4;4 313 4 3 4!A 3(3 4i3 4.i4 3�3 413 4 4 3'3 5tA 2. : 2 2 2. 2 2: •2.: 2 2 .2. 2 . 2:. 2 . 2. 2 2. 2 :2 A,B,M i i 1 i 1 1 . 2 2 2j2 2 2 3t3 ZT!2 3i3 3j4 213 _2. 3 3 4'.4 3i3 _2. 413 4 4 313 _2. 413 44 _2 3!3 _2 43 414 _2 323 5�4. PSF 45 .74 151 74 79 79 C,O,E,F,G, -2- ' 2 2 ..2. : 2 2 ..2 2 2: .2 2 2: .B : 2 2::, 2 2 2' -3 2 2 3- 2 2 48,000 H,I,J,K,L 1 i 1 i 7 '1 2 2 2 2 2 2 3 3 2r2 $ 3 3 4 3i3 3 3 4.4 3i3 4'4 4;4 3s3 4 4 4i4 .4 3 5;4 4 q 4Y3 5 4 2 2. 2 2 2 2 2 :2 2 2 '2 '2 3 2 2 2 2 2 3 2 2 3 2 2 A,B,M. 11.'1 222'22233 w - 2+23133i43}33�3443'.544443`3444!44 .. _. __.... - _......_.... _-,._ 35i444435'4 _.._.._ PSF 41 67 A 67 - 76 79 C,D,E,F,G, 2 2.. 2 2.. 2 3 2 2 3 2 3 3 -2 3 3 2 3 3 2 3 3 2 3 83,126. H,I,J,K,LA,B,M 1 1•'1 1 1 1 '2 2 2.3.3 3 3 973 4, 4 3j3 4T4 4:4 3;3 4'4 4T4 3'3 4 4 5'5 4i3 5'4 b�5 4!3 5 4 2 2 2'2 k22 2:. 3: 2 2 3: 2 3 3.. 2 3 3 2 2 3. 2 3 3 2 3 2:2 3 3 _...._.. 3'3 _. 3;3 .,_.. 4 4 _.._ 3i3 ..._ 4'4 .._� 4i4 _ __. 3.3 ___, 4:4 _ 4.4 - 3{3 - 4:4 5 4 4 3 5[4 5;4 .;35141 4+3 5i4 1: 1, 1 i 1 2 2 1. ANCHOR TYPES: .1 -1/4" ELCO ULTRACON® OR ills SCREWS INTO METAL, 2.1/4" FLCO $84 CRETE,FLUX 3 - 012 SCREWS .2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -161W MAX. FROM TOP CORNERS JAMBS - 17 10MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX, BELOW MTG, RAIL SILL ANCHORS NOT REQUIRED 3; INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF . NOTE 2, 4, TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS, INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5, DESIGN PRESSURE LIMITATIONS SIZE 9LOCKS OF THE ADJACENT TADLR WITH A BOLD ITALICIZED VALUE ABOVE, THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY. . OF ANCHORS SHOWN IN BOLD, OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE, 8.. SEE NOTE 4, SHEET 11 FOR METAL 608TRATE REQUIREMENTS. TABLE KEY: MAX. PBF . (DP LIMITED) 117 HEAD 3 . JAMB ABQVE 3 3 MTG; RAIL weaolJcl ctsvLSSD JAN!B BELOW wcomIA ''Rgwlthttw[0w i Id6 MTG, RAIL Ac<cptanee±u"t"bs CsNo l •0 0 t+iro�d, t3atn 91 (FULL DP) rty HEAD 2 Iv1Ia„i1 ^ile Fmdltct Ll JAN6 ABOVE 22 \Nl MTG. RAIL \��.NpNY LYI��y -JAMB BELOW , 0. �iceNSF MTG. RAIL No, 58706 SEE TABLE 2 FOR '* t FULL DP 1070 TECHNOLOGY OR NE °�Op"a ' 0 ••, ST TB N. VENICE, FL 34275 ANCHORAGE SPACING,. STANDARD VIEW ' (eat)aeo-1soo: ,n �i�C�s •'.:I,(ORVO�,••'�\•S����� F CERT. OFAUTH.Y7 M ALUM. SINGLE HUNG. WINDOW IMPACT �">s1ONNA e:' NO CH'WOESTi!l98HFF1: . corc,uanamv m.nm" m. sm"e �+aN+ - wr, . A.�L�VNI)Ilm`E'Li�P,P, �TQOUTPEB N0. ® sM00 NTS 91- 11 4&W0 G FL P.E.088705 ANCHOR QUANTITIES ABOVE MEETING RAIL IHEAD& JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANGHUKAUk NU I E:i: - - - 1, ANCHOR TYPES; 1 - 1/4" ELCO ULTRACONS OR 012 WINDOW.HEIGHT MINUS SASH HEIGHT FROM TABLE 8. SUBSTRATE: SCREWS INTO METAL 17.125. 22.668 28.211 - 33.754 ' - 39.296 • 44.839 50.382 55.925 ANCHOR TYPE: WINDOW GLASS':§ WIDTH _ TYPE .2.1M" ELCO S84 CRETE-FLEX 3-N12SCREWS ' 2• ANCHOR CHO LOCATIONS ARE BASED ON THE FOLWWIING d: S n ..z U v ZO�+'ONZ c� - o : a cOi 0. .ZR+ONZ" t01 o N U . U U Ze?ONz�Z�?ONZ-Z�ONZ�2�ONZrZmONZ,.Z U .o N U U ' o N :.o U U. toi 0:'. �. o . cOi o.' U 00 . U U v U o N O� v U 0 U 19.125 D,E,F,J, K,L 1 1 1. 1; 1 1 1 2� 1. 2 1 2 1 2 1. 2 1 2 1' 2- 1 ' 2 1 - ... 2' : 1 _ 2 1 ... 2 1: 2 1 ' �3 • 1 ' 2 1 3 1 3 1 2- 1 ••3 • 1 � �3 1 3 1 ••� 3 -181/T' MAX, FROM CORNERS JAMBS �� • 17 1I2" MAX, FROM TOP CORNERS 111 12" �• ABOVE THE MEETING RAIL W MAX, BELOW MTG. RAIL 15. MAX. FROM BOTTOM CORNERS 24,000 D,E,F,J, K,L . 1 _' 1 1, 1 1,. 1 1 2 1 2 1 2 1 2 1 2 1- 2 1 2 1. 2 1. 3Y' 1 3 1 __ 2 1 ..:.. - 3 1 _ . - 3 1 2 1 3 . 1 _ _3 1 3 1 3 1 3 1 _ 3 1 4* SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. ANDS, USING THE 32 000 D E F J, K 1 1 1 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3: 1 3 1• 3 1 2 _1 3' 1 4 1 3 1 4 1 4 1 3 1' 4' 1 S 1' 3:' 1: 5. PSF 79 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7, FOR . D,E,F,J, 1. 1, 1 2 1. 2 2 1 2' 2 1 2' 2 1' 2 2 1 2 2 ' 2 2 1' 2 37.000 ABOVE THE MEETING RAWAND TABLE 8. FOR ReLOW, • K,L - _. 1 v.... i ...... 1 .......... 2 2 2 3 2 3 _ 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 /8" MIN, TO 38":MAX, 5: TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 79 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 40,000' FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE K,L 1- 9 2. .2 2 3. 3 4 3 4 4 3 4 4 3 5 4 4 5 5 q g 1" LESS. -6. DESIGN PRESSURE LIMITATIONS: TIZE BLOCKS OF THE ALICIZED VALUE ABODE THEM, INDICATJACENT TABLE E A MAXIMUM DESIGN PRESSURE WITHTHEQUANTITY OF ANCHORS 9 44.000 PSF 79 - 76 79 77 79 79 79 D,E,P,J, ' .2 2 2:. 1_. 2 : 2 2. 2 2.. 2 2 3 2. 3 2: 3 2 4 2 4 2• • 4 2 4 2 3- 2 5: 2 4 2 3 2 5: 2 5 2 4 2: 5' 2 5 2 4' 2' 6 SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE 817E AND GLASSTYPE O AVAILABLE, 7, SEE NOTE;4, SHEET 11 FOR METAL SUBSTRATE REQB;PSF 48:000 N8F : 78 79P7O 79 79 . :71 79 73 78: D,E;F,J, K:�. .2 2. 2 2 2.2 3 2 3 2 3 3 4 2 4 2 4 2 5 2' 4- 2 5 3 5 2 4 2' 6 3 5 2 4 2 B 3 6 2 5 2 6• 1a 1 2 2 2 11. .79 71. .79 64 74 66 77 69 6963.128- 7: KEY: D,E,F,J, 2' 2. 2 2 2 3 2 3 2 3 : 3 •.2 3: 3 2 3 3 2 3 3. 2 3TABLE - -' 4: 4 4 5' 4 6 •:6 . 5 6 5 7 6 5. T MAX PSF SEE TABLE 3 FOR (DP LimTEDT1151 FULL OP 2. 2 2 3 3 3 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM_ FLANGED WINDOWS -BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE. 12.776 15.776 .. . 18.776 - 21.776 _ 24.776 27.776' 30.776: 31.106 ANCHOR TYPE, R o :.0 .. c o. c O .. o o. o o o o 0 U o u n Ze+ z�, �O z Zm0 z�zm0 z zM0 z zm0 z,.. WINDOW N N N N N ^: N N. O O N p o N z O N O r O N O O n p p N§ '.(8 . ,gp 8 .+ . U .. U U .8 g 8 ..'U U -. U U. .0 � 8 $ WIDTH 19.126 1 1 1 2" 1- 2 2- '1'- 2 2- -2. 2 2 1 :2. 2 .2 .2 2 .2 :'2 2 2 2 2 24,000 2 .:1. :'1 2'' 1' 2 2 2' 2 2' .2: 2 2. ..2: 2 2: .2 2 3:. -2 2 3. 2 2 32.000_ _ 2 1 2 2- 2: 2 3 -2:1 2 3: 2 3 3: 2 3 .3 2 3. 4'. .2 1 3 4 2 3 37.000 78 2 1 2 2 2 2 3 2 3 3. 2- 3 3' 3: 1 3 3 3 3 -4-7 3 3 -- . 40.000 74 .21 2 -2 2r 2: 3 2 •3 3 2 3 3 3: 3 4 3 3: 4 3 -4: 4 3 4 - . ' d8.78 44,000 . 2. 2 2 2 2 3 2 3 3 3 3 ;4 3 '3 48,000 tl372 . 79 2 .2..' 2 2. 2 3 .2. 3 4. 3' 3 4 3 4• .4, ,3 4 5 3 4 5 3 4 83.125 73: 98.66 72. 2' 2 3: 3.' 3 4'. 3' 4 4. 3 4 5.. 3 4 5; .3 5 5 3 5 HEAD 2 JAMB ABOVE MTG: RAIL F(ULL.DPI HEAD 2 JAMB ABOVE � � MTG. RAIL... _ PRODUCI-ItavisrD os complying wW, Ow Floft 9,nlding Cade nce,Ipin„ 4o Nu I - �'D.D$ mBELOW9M TABLE 8. KEY: MAX. PSF (DP LIMITED) 112 5,th , FULL DP M JANE BELOW 2 MTG. RAIL SEE TABLE 3 FOR FULL DP ^.`�d�� i96N 'N y�i^,�, �F1. `s 11.c NQ,88709 = �� 1070TECKNOLOGYDRIVE N. VENICE, FL34278 ANCHORAGE SPACING CUSTOM VIEW(94)480-1600 "ZQRIaP ••''�'��� CERT;OIFAUM.#M3EI- ALUM.: SINGLE HUNG- WINDOW IMPACT SiQ��I'`' JA' 017 0 NOCHANtlESTN16SNEET s.�wam eow en.e 7-roa A, LYNN MILIL��t, P,E. „ . Wrffiv ,-, ° "om7 PO; a`" a: �' srn0o NTS 10 d 11 4040,20 .0 FL P.E.M 66708 1.3/4' MIN. EDGE EXTERIOR —INTERIOR 1. FOR CONCRETE APPLICATIONS IN MIAMI•DADE COUNTY, USE ONLY MIAMI-DADE COUNTY WOOD ANCHOR '(ULTRACON ANCHOR) (ALL HEAD AND SILL DETAILS) . APPROVED .1/4" ELCO ULTRACONS OR 1/4" 664 CRETE"FLEX,. MINIMUM DISTANCE FROM (SEE NOTE 2 & 3) MIN. EDGE CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1 3/4" FOR ULTRACON6 INTO CONIC„ 2.1/2' E,D, FOR (CRETEFLEFLE X ANCHOR) (5EE NOTE 1 & 3)' WOOD BUCK ULTRACONS.AND.CRETEFLEXINTO CMU AND CRETEFLEX INTO CONC, . (SEE NOTE 3) T MIN. EDGE 2; FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY; USE #12 STEEL SCREWS (G5), 3.35 KSI MIN.. !t :1/4" SS4 CRETE-FLEX FOR DETAILS B & D OR 0.13V0 x 2.1/2" COMMON NAILS (F1807 NIL, CM CONCRETE ",; .; . S-07 Z (8d)) Od PENNY SS ZINC COATED COMMON NAILS, TYPE 1; STYLE 10v-FIN MOUNTED ,. ', �' ""' �• 1 3/4• MIN. ONLY (SEE DETAILS E, F AND G THIS SHEET) , 1 3V 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE: BUCKS WHOSE OPTIONAL 1x WOOD BUCK �! MIN. TOTAL THICKNESS IS LESS THAN 1 1/2•. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE TO SOLID CONCRETE OR CMU.: I E. INSTALED DOR GREATER. IINSTALLATIION TO THE SUBSTRAIRECTLY (SEE NOTE 3) 1/T THICK TE OF WOOD BUCKS TO BE . 1/4° • ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION, 1l4' MAX. 4. FOKATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL HE A MINIMUM STRENGTH OF 'SHIM SHIM 6063-T5 AND A MINIMUM OF 1/B" THICK. FOR ATTACHMENT TO STEEL OR STEEL LITUAA, DETAIL A DETAIL B THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF ,04IT' 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.THESB DETAILS FOR 2x 1�114" MIN, EDGE (CMU) 1-3/4' MIN. EOGE:(ULTRACON.INTO CONC.) . , WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL . ENGAGEMENT. INTO THE METAL. IF THESE CRITERIA ARE MET; THE RESPECTIVE DESIGN 2-112" MIN. EDGE (ULTJCRETEFLEX INTO CMU'& CRETEFLEX INTO CONIC.) 1.3/4" MIN. EDGE (CONC.) PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY HE USED. 1/4" MAX. SHIM{ I +— ' . 1 3/6• 5. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. { 6. FLATHEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS, MIN. i 1!4" MAX: SHIM.—yI 4� 7, MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT CQME:INTO — I O� CONTACT WITH OTHER:DISSIMILAR MATERIALS SHALL MEET: THE REQUIREMENTS OF THR' , ll( ll , CONCRETE ANCHOR, I" MIN EDGE ' FLORIDA BUILDING CODE. w FH BELOW MEETING RAIL. (SEE NOTE 2) WOOD ANCHOR, FH BELOW MEETING.. • • RAIL. (SEE NOTE 2) rCONCRETE 3.35 KSI MIN, OR 1.5 KSI MIN. CMU 4 INTERIOR I (ALL JAMB DETAILS) 1x BUCK OPTIONAL WITH SOLID CONCRETE OR EXTERIOR CMU SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D . - TYPICAL -FLANGED JAMB ANCHORAGE 114" SM' MIN. EDGE 2.1/2' EMBEDMENT MAX. 1/4• . SHIM WOOD FRAME �SMAX. - WOOD FRAME 0 6/8"MIN. EDGE YRODUCTRFVISED .131" DIA.'MIN. - oa cof*yiny with dw Flutu x21/2':NAIL, [S,dIdU>y Cade 2.1P2' EM E.DMENT AT CORNERS Aeeelstatroa hb I �D 8.0� ! .131' DI& MIN. AND VO.C; ` T�dtn iMta �D� 1 RIMVIAX x 2112" NAIL, —WOOD FRAME gy AT CORNERS_ • -AND 6'O.C6/8' MIN: EDGE131'DIA.MIN.1a• �x z 1/2� NAIL, I ``�.�oN AT CORNERS ;. 46 •''' 414f�NSF' �:�1i SHIM AND 5' O.C:. 2-1l2' EMBEDMENT DETAIL F, (HEAD) DETAIL E, (JAMB)- DETAIL G; (SILL) * j . N°• b6703 ;, TYPICAL INTEGRAL FIN ANCHORAGE - '• - ' 107N.TECHNOLOGYNIE,F3 DRIVE AN w��i �OR{DP„•'\'" �� . N. VENICE, FL 34275 ANCHORAGE DETAILS i of SINGLE HUNG IMPACT e ERT.. .WINDOW, ... � r gum N=%[-�T- JR OMpDHl17 .® REVfS tlTOMATCHNEW2017FBCM/Cf10RAGE A.LYNIYi�It�ER.P,E, .ALUM. . - rav *HTDM7 ' m .w. � l 3M00 NITS JJ . a 1 J 4040.20 G. FL P.E,# 5870E : lgJL R!lRAY .: .J•J, ilzv0%' Nl "K•MT9 FFSFRVF➢ -