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Home My WebLink AboutNOASCANNED BY St. Lucie County MIAMI•DADE MIAMI-DARE COUNTY MENEW 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) w .miamidade.Qov/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, d-.has4been_desi to comply with the Florida Building Code, including the 'gh-de octty Hui Hurricane Zone: DESCRIPTI : Series "SH-700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCTIMENT: raw Q a ow, ImpacV, 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 .Viratimrdate ty the Nlimni=Hade•Ca roduct Control Section. MISSILE IMPACT RATINOk.Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanen a e wt i he manu acturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA916-0714.06 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.17-063 62 (� I Expiration Date: March 26, 2021 i (2� Approv vember 30 2017 iii Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underNOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL Edgerm spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Ortega, P.E. (Submitted under previous NOA No.16-0714.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted underNOA 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 underNOA No. 07-0322.06) Manuel er P.E. Product Coutro Ex iuer NOA No.-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (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. FTL4645, dated 08/11105, 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 FTL-4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 7. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4646 and FTL4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) Manfiel er P.E. Product Contr 1 Exa iaer NOA No. 730.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC 6m Edition (2017), dated 06/22/17, prepared by manufacturer, signed and sealed by Anthony Lys 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 "TrosifolO 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 51 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 Ietter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL4957, FTL4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted underNOA No. 07-0322.06) 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. b r z, P.E. Product Co rol E aminer NOA-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 le E-3 J1 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A 5/16' LAMI CONSISTING OF (2) LITES OF 118-ANNEALED GLASS WITH A.090' KURARAY TROSIFOL' PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX 'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. 5/16' LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF US" HEAT STRENGTHENED GLASS WITH A .090'KURARAYTROSIFOL*PVB (BY KURARAY AMERICA INC.) OR.090' SAFLEX° PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C. 5/16' LAMI CONSISTING OF (2) LITES OF 1/6" HEAT STRENGTHENED GLASS WITH A .D9W KURARAY TROSIFOL °PVB(BY KURARAY AMERICA, INC.) OR.090'SAFLEX PV8 INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D. 7/18' LAMI CONSISTING OF (2) LITES OF 3/18' ANNEALED GLASS WITH A.090' KURARAY TROSIFOL' PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E.7116'LAMI CONSISTING OF(1)LITE OF 3118' ANNEALED GLASS AND(1)LITE OF 3116' HEAT STRENGTHENED GLASS WITH A - .090- KURARAYTROSIFOL°PVB(BYKURARAY AMERICA, INC.) OR.09D'SAFLEX' PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) F. 7116- LAM] CONSISTING OF (2) UTES OF 3116- HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOL 6PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX'PVS INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13116" LAMI 10: (1) LITE OF 116' TEMPERED GLASS, AN AIR SPACE AND 5116' LAMI CONSISTING OF (2) UTES OF 1W ANNEALED GLASS WITH A .090-KURARAY TROSIFOL OPTIC (BY KURARAY AMERICA, INC.) OR.090'SAFLEX PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) H. 1SH6' LAW IS: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND 5115' LAMI CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LITE OF1/8'HEAT STRENGTHENED GLASS WITH A.090'KURARAY TROSIFOL' PVB (BY KURARAY AMERICA INC.) OR.090' SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) I. 13116' LAW IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOL PB BYKURARAYAMERICA, INC.) OR.090-SAFLEX PVB INTERLAYER(BYEASTMAN CHEMICAL COMPANY) J. 13116' LAMI IG: (1) LITE OF 148' TEMPERED GLASS, AN AIRSPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3118" ANNEALED GLASS WITH A .090'KURARAYTROSIFOL PVS(BY KURARAY AMERICA INC.)OR.090"SAFLEXO PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) K. 13116' LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIRSPACE AND 7/16" LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOL PVB(BYKURARAYAMERICA. INC.) OR A90' SAFLEX OPV13 INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L. 13116' LAMI IS: (1) LITE OF IM' TEMPERED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) UTES OF V16' NEAT STRENGTHENED GLASS WITH A.D90'KURARAY TROSIFO PVB(BY KURARAY AMERICA INC.)OR.WO'SAFLEX` PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M. 13116' LAW IS: (1) LITE OF 1/8' ANNEALED GLASS, AN AIRSPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .09D' KURARAY TROSIFOL'PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS: 'OX' (1 M, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES 1.3, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130D. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO, C CODES IS TANDARDS USED: :2017 FLORIDAOVIWINO CODE (FBCJ BIN EDITION 2014 FLORIDA BUILDING CODE (FBCk SON EDITION -ASTM E13OM4 :ANSVAFWA NDS-2016 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL ADM-2015 RAISI S100.12 �AISC36D10 NOA DRAWING MAP SHEET GENERAL NOTES.............I GLAZING DETAILS .......... ..2 DESIGN PRESSURES ....... 3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS ....... 5 PARTS LIST ....... ................ 6 EXTRUSIONS .................... 7 CORNER DETAIL... ........... 7 ANCHORAGE .................... B-11 Material Min. F7 Min. F. Steel Screw 92 ksl 120 its] Elco UIImCorG 155 ksi 177 ksl WO C teteFlme si 6963-15 A0minum ksi A36 Steel 38 ksl 58 Kill Gr. 33 Steel Stud 33 ksi 45 lust 4. ANCHORAGE: THE 33113-A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6 THROUGH 11 FOR ANCHORAGE DETAILS. S. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. TEST REPORTS FTL-484S, FTL464B, FTL-0 17. FTL-4848, FTL-4849, FTL4650. FTL-4651, FTL4723, FTL-4957, FTL-49M AND FTLb063. ANSVAF3PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL B. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. S. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 10. FOR INSULATED GLASS INSTALLATIONS IN THE KVHZ ABOVE 30 FT, ONLY GLA7JNG OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED. 1e4t14EBt0a0 CFAT.OFAVIH.RBPS am NO.66705 P.E. I 1/2' LASS BITE . I I I C44)---I M I I k GLASS BITE GLASS BITE Il \ I, 1 Part Description Material 71 Kommeding 4SG TPS Spacer System 72 Ouenez Super Spacer nXr Mth Hot Met Butyi See this Sheet for 73 Garner Dumseal Spacer Matedals 74 Cardinal)(. Edge Spacer ZLI 1/8'ANNEALED OR HEAT S GTHENED GLASS SNEANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER il8"ANNEALEDORH STRENGTHENED GLASS 3/18'ANNEALED OR HEAT STRENGTHENED GLASS 5/18' NOM. 7116' LAMINATED 5116" LAMINATED GLA8 80.81 or 82 7116" LAMINATED GLASS 83,84 ar 85 71-74 71-74 aEXTERIOR INTERIOR fI 1— (ALL SECTIONS) Pva��/ • KURARAY TR031FOL 12'NOM. 10NOM. PVB INTERLAYER 46 GLASS BITE 46 GLASS SITE SAFLEXaPVB or ASTMA CHEMICAL N EASTMAN CHEMICAL COMPANY 38 70 38 70 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 1/8"ANNEALEDORHEATSTRENGTHENED GLASS 311E ANNEALED OR HEAT STRENGTHENED GLASS 5/1F LAMINATED 7/16-LAMINATED AIR SPACE AIRSPACE 118'ANNEALED OR TEMPERED GLASS UFTEMPERED GLASS 13/16' NOM. 13/16" NOM. 13/18" LAMI IG GLASS W15N6" LAMI 86,87,88 or 92 13/16° LAMI IG GLASS W/ 7116" LAMI 89,90 or 91 I^�I ]y�IJI� �IJ�,I[�yy��I'I� ALUMINUM YISOBUTYLENE—I YJT SILICONIV AM S TNE �1 Y�,1 y16'NOM BUIYLd RILLAIMA �16-NOM ENT ^.. BPOUn PEAL ANrONEOSF ITHDESICC7& V/// DESICCANT EXT.GLASS �/ EXT. Gr S1 <GU �INT. GLASS C,v�- `INr.GLASS TI KODISPACE SUPER 4SG TPS n SPACER(DN)cT 6TA C,/v \ INT. GLASS DURASEAUD SPACER XL EDGE' OSPACER NOTE LAM I IG OUTBOARD LITE S MAY BE UPGRADED TO 3/18' WITH NO CHANGE IN DESIGN PRESSURE. * ; No. 55705 .r iAQ,P STA DP /Y� ER�T.01"A.saaeS r1YV YYIYUd7Pt-7 NHNGSNS- �MV)Ir �2 a11 4IM00r0I2\0VI sG V/r�IG tJilt%EiLRV. P" .E. FL P.E.# 58705 50 III FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL.OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIXH GLASS TYPE 66" 68' 1 70" 2 4 TABLEI. 76" 4B" A,B,M +B0.0 A0.0 +80.0 -80.0 +800 --w . +800 A +80.0 +80.0 eo.o AB,M 0 -. . -. . O 0. +.7 +79.0 -79.0 A,B,M +80.0 +80.0 A0.0 +80.0 -80.0 +80.0 A0.0 +78.8 8 +75.9 -75.96Y 531N" A.B,M +80.0 A0.0 +BD.O -W.0 +79.6 -71 48.2 +76 +74.0 -74.0 +80.0 . , . -BDO +80.0 A0.0+880 0. -60.0 +800UPTo53118.3C,D,E,F,G,H,1AK,L . +8D.0 A0.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS IN/HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38318" N' 606/8" 83' 1 7X' 1 74" TABLE 2. 76" 48" A,B,M +BD.D -80.0 +80.0 -80.0 +SD.O -80.0 +80.0 1 AD.O1 +70.0 1 -70.0 1 +70.D 1 .70.0 1 +70.0 1 .70.0 10" AB,M +B0.0 A0.0 -00.0 Ao.O +80.0 -80.0 +79.9 -79.9 +70.0 .70.0 +70.0 6P A,B,M +80.0 -Mo +80.0 -80.0 +80.0 -80.0 -78.8 -76.9 a70.0 -70.0 +88.8 A8.8 +67.8 A7.6 0118" A,B,M +gD,O A0.0 +8D.0 -80.0 -80.0 410.0 +75.D -75.0 1 +68.0 I AB.O I +6S7 416.7 1 +65.5 -65.5 UPT0531(8" C,D,E,F,G,H,I,Jl +BD,O A0.0 +80.0 A0o +80,0 1 40.0 +80.0 A0.0 Ia70.0 I 70.0 .--I-]0.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 3 BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 76" INTEGRAL FIN) WIDTH GLASSTYPE 17118" 2211/16" 1 283/16" 333IV' 1 396116" 4413116" 1 60318" 1 WIE/16" W1/B" D,E,F,J,K,L° +gD,O A0.0 a80.0 A0.0 +80.0 -BD.O a80A A0.0 q0.0 J0.0 a70D -]DO +]00 An.D NAn ann TEST REPORTS TABLE 4. A. 5/16' - 1/B"A,.D90,11WA) FTL4647, 4648. 4723, 4957 B. 5/16' LAMI- 1!8"A,.0B0,1/8"H6 FTL4647, 4648 C. 5/16- LAMI - 1!B'HS,.090,1/B'HS) FTLAS47, 4648 D. 7/16' LAMI - (3/i6'A.090, 3/16"A FTLAB45, 4885 E. 7/16• LAM] - (3/16•A,.090, 3/16"HS) FTLA645 F. 7l1B' LAM]- 3/16"HS,.090. 3/18•HS FTL4645 G.IWIF LAMI IG-1/8'T, AIR SPACE. 5/16'LAMI -(1/B"A..090,1/8'A) FTL4646, 4723 H. 13116' LAMI IG-1/8" T, AIR SPACE, 6116' LAMI -(i/8'A..09BliFHS) FTL-WB I. 13116" LAMI IG -1/8• T. AIR SPACE, 5/16' LAM] -(1/B"HS,.090,1/8'HS) FTL4648 J. 13116'LAMI IG-Va"T, AIR SPACE. 7/16"LAMI -(3116-A,.090. 3/1VA) FTL-W9, 4850 K. 13/16" LAMI IG- 1/8" T, AIR SPACE, 7/18' LAMI -(3116"A,.090, 3/16'HS) FTL4649, 4060, 4958 L. 13116" LAM] IG -1/6' T, AIR SPACE, 7/16- LAMI - (3/16'HS,.09D, 3(16-HS) FTL4649, 465D M. 13116" LAMI IG-1/8"A, AIR SPACE. 5116'LAMI -(1!e'A.090, lie -A) FTL-5063 [Mo• EETING x "0, yHT- MEETING RAIL IL -lH w F p^ MINUS SASH HT HT. IL MEETING RAIL •X. sgsH NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PEP OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1'FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. S. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 125/8' MINIMUM TO 38" MAXIMUM. 4. GLASS TYPES C, G, H, AND.I MAY BE USED IN SASH ONLY 5. REFER TO ANCHOR QUANTITY TABLES 5A FOR ADD17IONAL DP 14T4Teclwa0ar 08rv6 ' LIMITATIONS.R.v6emeTi11n4 DESIGN PRESSURES re1lja lmo cMT.CFAUTHr4usa ALUM. SINGLE HUNG WINDOW. IMPACT * ; - IYa,5870, m.e mwem rr A. LYNN MILLER, P.E. FX gy1105 J.J. �7 u.w�"°',ma'"``s a"`ao ® SN/W NTS 3 + 11 4040,20 G FL P.E.N 58705 BE T, BE T (t VB' MAX. FLN / 52 MAX. LF. 1 'Y MAX.—FIXED 48 5/e' MA%. FIXED _ DLO (ALL) 75'iAx DLO OLE o j D� HEI2 MT Lt 76" M FLAN( HEI E DLOj\BLE X 46114' M DETAIL A 1!1 GED WIDTH IIDTH x ED 1T DETAIL B VIEW (STANDARD SASH) B E `1 75" MAX.077 HEI HTSEE OLD SEE DLO TABLE O 70"TABLE LA MAX. FLANGED F HEI HT SEEDLOTABLE X j SASH SEEDLOTABLE X j SASH HEIGHT HEIGHT B DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 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 8 C) ARE BASED ON A THREE OVER TWO FORMAT. tom TEuwolocv oRNE � °� N.VENICE.THM I1 1 1 E RNY _ _.....____..__. CERT.OFAOTX.ABRO A C7 DLO DLO .OLE Q MAX LNGED TN GHT F DLO ABLE — DETAIL C ' RADIUS TOP (STANDARD SASH) 1H 1 NM 58705 /NG WINUUW, IMVAL;t "`u I nl t" n.�aw A. LVNN MILLER, P.E, 4 a 11 4040-ZO G FL P.E.#58705 I�R.7B4°�I NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR 26 27 OPTIONAL BOTTOM LOCKS, (1) S" FROM EACH SIDE OF SASH. NOTE: BALANCE PARTS USED 1 INSIDE INSIDE MAX. VENT DAYLIGHT OPENING BASED ON SASH WEIGHT /1 9,10,11,15.16 F MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE VENT DAYLIGHT SECTION B-B (LOW SILL SHOWN) 7,8OR 1,09 (LOW SILL) SEE NOTE ABOVE ULTRALIFT 12 ONLY I I OUTSIDE MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 47 2.946 HIGH SILL SILL 1 2.130 LOW BILL HIGH SILL 48 LOW SILL HEAD 68 I-�2�{ I.F. FRAME -I-. n.710'I ALTERNATE HIGH SILL tO 0 MCHNOLOGTDRNE FL91ZI5 U^ WI) 00.1m CERT�pOFRTXFA �IgH. T®]86 SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED V o.mr4 SECTIONS ALUM. SINGLEHUNG WINDOW, IMPAC m sR7Do Half I 5 + ff 1 4040-20 ND.58705 A. LYP FL REM DWG# DESCRIPTION PGT# 1 4002A FLANGEFRAMEHEAD 612225 2 1155 4SX1,000 QUAD PN. SMS 781POA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS)1.125 LONG 612244 9 4029 SPIRAL BALANCE, 318", 518",OR11/16- 10 1080 BALANCE COVER, 3/6"OR 518" 6BALCVR916 11 08 X.750 PH. PN. SMS 78UAA 12 IBALANCE BOTTOM BRACKET 7BALTBKT 13 108511086 SASH TOP GUIDE 42504 15 #8 X I PHILLIPS FLAT HEAD S. STL 78XIFPA( 16 1080-1 BALANCE COVER, 11116" 6BALCVR670 17 4053 SASH STOP COVER 64053 18 4029-1 SASH BRACKET 7ULBRKT 19 #S-32 XlM' I.G. PH. FH.TPE FS. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64054C 23 4006C SASH TOP RAIL 64006 25 1235 WSTP.,.170 X.270 BACK, FIN SEAL 67S76G 26 1096 SWEEP LATCH 71096 27 1018 198 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOMRAJL(LOWSILL) 612230 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1822 LAM SETTING BLOCK3/32'X25164"X 1- 71622K 36 1052 LAM IG SETTING BLOCK I"X3/4'X7/l6" 71052K 37 1224 VINYLGLAZ. BEAD BULB(THICK) 67P247WK 38 1225 VINYL GLAZ. BEAD BULB( THIN) 6TP248K 41 4039B GLAZING BEAD, 5116 LAM GLASS. 84039E 42 4044B GLAZING BEAD, 5/18 LAND INIGRILL KIT 644703 44 4222A GLAZING BEAD, 7116' LAMI 64222 45 985C IGLA7JNG BEAD, 7H 6' LAMI WGRILL KIT 6985 46 4067 GLAZING BEAD, 13/16" LAM I.E. 64067 47 4071A FRAME.I.F.HEAD 64071 48 4072A FRAME, I.F. LOWSILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAME. I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) LOWSILL) 764OD9 53 1088 SPRING, SILL LATCH (EGRESS) 7PPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. S VER.) 51014 56 1630 SCREEN CORN ER KEY WIRINGS 71630 57 1631 SCREEN CORNER KEYWOUTRINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1 1524 ISCREEN SPLINE-.135 DIAFOAM 61624K j241)4I*16W CERT. OF 461H. 49.98 (fEM DWG# I DESCRIPTION PGT# 60 1635 SCREEN SPLINE-.135 CIA HARD 61635K 6 T SCREEN CLOTH 61816 83 505 GLAZING CHANNEL(.688X.5DO) 653MG2 - 84 1161 #6 X 1.000 PH. BUGLE TEK 708X1 67 GLAZNG TAPE, 1/16 Xla-7/16 LAM 62BVISIO 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 7D SILICONE, DOW 791,899, 995 OR GE 7700 80 A GLASS, 5116' LAK (11B"A.090 PVB.1/8-A) 81 B. GLASS, 5116' LAW. 1 M-A.09D PVB,1/8-HS) 82 C. GLASS, 5/16" LAM,(lWHS,.090 PVB,1/611S) 83 0. GLASS, 7/76" LAM, (3/16-A.090 PVB,3/16Y) e4 E. GLASS, 7116" LAM, 3/16'A.090 PVB,3/16-HS) 85 F. GLASS. 7/16' LAMI, (3116"HS,.090 PVB,3/16'HS) 86 G. GLASS, 13116"LAM IG; 1/8'T, AIR SPACE, 5116" LAND.(lM'A.090 PVB,1J WA 87 H. GLASS, 13/16-LAMI IG; IM7. AIR SPACE, 5/16"LAMB,(1/8'A.090 PVB,1A1'HS) 88 I. GLASS, 13/16' LAM IG; 1A'T, AIR SPADE, 5116"LAMI, (1 R'HS,.090 PVB,118"HS) 89 J. GLASS, 13116" LAh9 IG; I/S'T, AIR SPACE, 7/16" LAM, 116"A.090 PVB,3/16") 90 K GLASS, 13/18' LAM IG; IMT. AIR SPACE, 711 8" LAMI, (311 W-A.090 PV9,3/16"HS 91 L. GLASS, 13116- LAMI IG; 118"T, AIR SPACE, 7116" LAMI. (3116'HS,.090 PVB,3/i6'KS) 92 M.GLASS, 13116"LAMI IG;1/8"AAIR SPACE. 5/16"LAMB,(IM"A.090 PVB,11W �2.784 1. 062 47 FRAME. I.F. HEAD #4071 A. 808&T6 48 FRAME, I.F. LOW SILL #4072A, 6063-TO THICKNESS FRAME, I.F. JAMB 50 49 FRAME, I.F. HIGH SILL 04074B, 6063-T6 04073A, 6063-16 (USED AS RADIUS TOP HEAD) 5rnoo I NTS 1 6 • 11 1 4040,20 N4. 68705 I2.784--1 . ,� ^....�ou 2.613D I �jVr °62'I�'` I O FLANGE FRAME HEAD 94002A, 6063-T6 1749 O FLANGE FRAME SILL (LOW) #4003C, BO61T6 2.T,0 �1.513-��.738 .082 A9 A90 pqp .062 ASH OFLANGE FRAME JAMB O #4025. 6a6T,T-T5 17 SAS#400, 60P OOVER 040M. 606375 (USED AS RADIUS TOP HEAD) -+{1#—i .342 .062 21 FIXED MEETING RAIL #4054A.6063HD-T6A --2279--j jIT ,.707 .082 23 SASH TOP RAIL #4006C, 8063HS-T6 H�2.784-�1 69 FLANGE FRAME SILL (HIGH) #4050A, 6083.T6 2.326 ---- i L .062 68 SASH BOTTOM RAIL (HIGH) #4051A, 6063-T5 DN7 MOLD YMW X. VfliICE. m W75 Wl;Q WD QRT.OFI.IIM.M SEALANT ALONG ENTIRE JOINT AT HEAD AND SILL 1. f I V VIEW D-D VIEW E-E (1/18VIEW HEAD &SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) _FRAME CORNER CONSTRUCTION --I 1.165 - 04 - - - - 1.090 6666- ---�I7 .D62T jd9 41 GLAZING BEAD, 5116" - #403W 6063-T5 31 SASH SIDE RAIL #003.6063-T5 28 SASH BOTTOM RAIL(LOW) #4007,6083-T5 O50 I [.678 ,.0w 4444 1111�YII..��YII.�� T O GLAZING BEAD 7116" 94222, 60 T5 .050-1„—. 78 45 GLAZING BEAD, 7/16" #985C, 6053-T6 (USED W/GRILL KIT) 678 oso —� 1.09°��-I-T 42 GLAZING BEAD, 5/16" #4044B, 6083-T5 (USED W/GRILL KIT) 6i 050 1.097 6M40 I Hal/ 1 7 • 11 4040-20 BOSS (2) j * i N0.68705 r ANCHOR DUMMIES FOR 111 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT SUBSTRATE: 28.6D3 34.603 40. 3 46.603 52.603 58.603 64.603 76.000 ANCHOR TIDE: �p 2 `vO�Osv Zmp Z 2t� Z Zwp Z — & Z Zrop 2 `"O'ON 0, Z e"O�O 2mp 2 NO'O Z N U U O'O U U w0�'O'-014 U U O U OHO`"O—ON U O U U O U U NO U 0 WIDTH TYPE SQ 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 19.125 H,LJ,K,L P2 _r_ 1;1 ._.. 1!1 __,_ P2 .__. 1.1 _. -. 1!2 _,...___. 2:2 1i2 2T2 _-_ 212 __.._ 2j2 �._. 72 _— 2-2 _. _ 2F2 _ 2�2 2!2 2I2 212 2!2 ._. 7Y _� 2!2 2T3 _ 2j2 3T3 A.B M ___. .. _.e.. ....r._1 ._ .._.._.._..__. tit 1i,1 111 1 2 1 1 112 212 tit 22 2i2 22 2i2 22 212 212 212 2 2 2�2 2i2 2 2 2 2 2.3 212 3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,LJ,K,L 12 1i1 1i2 112 12 tI2 2�2 L,2 2 2 2i2 212 212 2i2 2 2 2(2 213 2 2 22 2;3 2i2 23 3,3 212 313 1 1 1 1 1 1 i t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 qg,M ... tI2 .... 7!1 .. 1T2 . . 112 .._ 112 ._,_. 1;2 __ 2I2 112 _ 2 2 _.._. 22 _ 2 2 2�2 _.._ 2;2 .__ T2 _.__ 2!2 _. 2I3 ._ 2r2 . 212 ___ 213 ..1 2!2 _ _ 213 .. _ 3i3 . _...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 2 1 1 2 1 1 2 1 1 32.ODO H,I,J,KL .___.._ 1!2 1 2 2 2 2i3 ..... 1'2 _ 212 _1 213 .,.,2 '4 .... 2 3 _. 2;3 .__ 2 2 - 2 3 2r3 ' 2j2 4;3 313 2[2 3f3 314 3I2 3,3 3e4 313 4[4 1 1 1 ABM 1 2 1!2 2 2 213 112 212 2j3 112 2 3 2i3 2j2 2 3 2�3 212 213 3I3 2 2 3I3 3j4 312 3;3 3i4 3!3 4 4 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 2 2 1 2 2 2 2 1 2 H,LJ,KL 2!2 1T2 2j2 2 3 212 — j3 212 2 3 2 3 _1 213 2I3 3r 2T3 3I3 3'4 '1(� 313 3I4 3i5 3T a 4 11i 2'3 —,- 3z00 8M q. 1 1 t 7 .... 1 2 _._..,.. 1 1 1 2 .. 2 ..... 1 2 .. 2 1 ..... 2 2 1 - ---_ 2 2 1 2 .... 2 2 1!2 2�2 2�3 1i2 2 3 2i3 2;2 2 3 ,3 212 2i3 2i3 213 2 3 3i4 2,3 3;3 3i4 3.3 3;4 3i5 3 3 4'4 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 4GODD H,I,J,K,L 2 2 1!2 212 . 213 _.. 2i2 2`3 ... 23 2'2 .. _ 213 2[3 213 2!3 _ 214 _ 2 3 _2 3'3 .__..._. 3I4 213 ._.. 3.41-321' 315 313 3:4 4;5 3 3 4 4 BM 2 2 2 2 2 2 2 2 2 2 2 _2 _2 2 _2_ 2 2 2 2 2 2 212 A 2 2 1�2 2:,2 2i3 2 2 213 2j3 212 2;3 2:3 213 2:3 2:4 2 3 3 3 314 2i3 3i45 3i3 34 4i5 3r 4F4 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 44.000 H,I,J,KL 2 2 2i2 2l2 21-3 22 2j3 273 2j2 313 2 4 213 3j3 3'i4 213 313 314 1 213 3'4 3i5 3 3 3`4 4!5 3;4 4T5 AB.M 2 2 . ._ 2 _ 2 .. 2 ... 2 .. 2 .......... 2 2 '3 2 ___ 2 ._ 2 .,_... 2 _. 2 2 .._ 2 _._ 2 .., 2 2 -..—. _. 2 2. __.. 2 2 ... 2 2 2 2;2 2 2 2j3 2 2 213 2j3 2.2 3' 2i4 2'3 3i3 334 2 3 313 3!4 213 3 4 3'S 313 3I4 _ 4.5 314 _1 415 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.D00 H,LJ,K,L 2 2 I 2I2 2 2 2l3 2;2 2 3 3,4 2113 313 3....... i4 1 2 3 314 .....2. 3;4 ___(._ 213 3,4 - f 35 � 313 .T.. 3 4 ._..__- 3':5 3 3 415 '6 4� 3 I4 -�''_ 5.5 AB,M 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 2 2 2 2)3 2;2 2'3 1 3I4 2�3 3I3 3j4 2!3 31q 31q 213 3�4 3i5 3j3 3j4 3i5 313 415 4i6 3? 14 5i5 PSF 72 79 79 2 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 EAB,M 2 2 ._. 2;2 2 2 2 3 2,2 2j3 314 2;3 -if 3'4 .__ - 3'4 r.. 2'3 _. r.._.__. 3 4 3 4 3i3 3;4 _.,-- 315 -... 3;3 . _. 4:4 4.6 —.. 3 4 . __. 4:5 _ 4j8 _.r 3 4 ___ 5i8 2 2 . ,.. 2 2 2 _,. 2 2 ..._ 2 ___. 2 2 _._.. 2 2 3 ......_.I 2 2 3 ........ 2 2 _....,.. 3 2 _._ 2 3 .._ 2 ...._ 3 22 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 3'4 3 45 41.6 3'4 415 CEHI. CFAl1M.P6A9 1. ANCHOR TYPES: 1 -1/4' ELCO ULTRACONS OR #12 SCREWS INTO METAL 2 -1/4" ELCO SS4 CRETE-FLEX 3 412 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWI ING DIMENSIONS. HEAD -18112' MAX. FROM TOP CORNERS JAMBS-171/2' 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 V LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE 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 SUBSTRATE REQUIREMENTS. TABLE KEY: MAX. PSF (DP LIMITED) 11B HEAD 2 JAMB ABOVE1 2131 MTG. RAL JANE BELOW MTG. RAIL (FULL DP) HEAD 2 JPN®ABOVE 213 MTG. RNL S, laem� Deae PraEuNL1X `.�"Op1Y LY!yN JANH BELOW MTG. RAIL SEE TABLE i FOR FULL DP ;.� VCEN'�"%'K" •., �f = * : N0. 58705 = /' '• SAD`., s}A7E FT"i49- ' T �._ . 1a.: WlNDOWS •. •• _ .•.._`. wnaoxroopn L� +.yr ti A. RK _JJ. riinrcr%uscmin SN7pp N75 8 +il 4040.20 G FL P.E.p 68705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT - SUBSTRA7E� 29.655 37.155 44.659 52.155 69.655 67.155 74.655 76.00D ANCHOR TYPE. ❑ N❑pp^'O�ON� 5 U O .❑ u ❑ ❑ NO—ONpOpN ❑ U D ❑ 5 U O ❑ U — ONp❑pO'O—ONp❑pNO`-ON❑NO'-ONp❑pNO'-ONp❑pNO—O U ❑ 5 U ❑ U D o 5 U O U ❑ ❑ U O D ❑ g ❑ O U D ❑ 3 ❑ cJ U O WINDOW WIDTH GLASS TYPE C,D,E,F,G, 1 U1 1 1'1 1 1t1 1 2i2 1 2.1 1 212 1 2.2 1 211 1 22 1 2T2 1 2,2 1 Y,2 1 2i2 1 212 1 2I2 1 212 1 212 1 212 1 3f2 1 22 1 3,2 1 3i2 1 2 i 1 3l2 19.125 A,B,M 1 1;1 1 111 1 . 11 1 _.-. 2i2 1 _,.. 211 1 2 2 1 212 1 r 2'1 _ 1 2�2 _. 1 22 1 2i2 1 2 2 1 212 1 2.2 1 ..i2 2i2 1 21 2i2 1 2,2 1 2�2 1 3.2 1 212 1 -� 3'2 1 _� 3:2 _ 1 2.2 1 312 PSF 79 24.000 QD.E,P,G, H,IAK,L 1 1 1 1 1l1 1 1!1 1 212 1 1�1 1 212 1 2 2 1 2 2 1 2 2 1 2!2 1 2!2 1 2I2 1 2 2 1 2 2 1 3 2 1 312 _7 22 _1_ 3 2 _1 3'2 1 2�2 1 3i2 1 3L2 1 2 2 i 312 A,B,M 1 1 1 1 11'1 1 1 1 1 2!2 _1 1 1 1 2+2 1 2i2 _7 2i2 1 212 1 2'2 1 2 2 1 A 1 2i2 1 2T2 1 32 1 312 1 2 2 1 3i2 1 32 1 2 2 1 312 1 3i2 i 2;2 1 3i2 PSF 68 77 32.000 C. D, E, F, G. H,I,J.K.L 1 1 _... 11 1 1 1 1 _. 212 1 2,2 1 _. 2,2 1 2 3 1 �. 2;2 1 22 2 3;3 1 2 2 1 3 3 2 3�3 1 3 2 1 3,3 1 3,3 1 2 2 1 3,3 1 4 3 1 i 3I2 1 43 1 4�3 1 _. 3 2 1 43 1 1 A,B,M 1_ 1 71i1 1_ 1 i 1 1 __,__..__... 212 i 212 1 _� 22 1 2T32:2223:32�233333,23133132,23J34 1 _ �_ _ 1 2 �.._ 1 21 1 2 1 3,2 1 _. 1 __ 1 �__ 1 .... 1 .�_ i33l24134;33124.3 1 1 1 .T 1 —_. 1 __L . PSF 59 1 67 79 - 37.000 C,D,E.F,G, HJ,J•K,L 1 1 i 1 111 1 1 i 2 2 2 1 2.2 1 2 2 2 213 1 2;2 2 2'3 2. 3'3 1 212 2 3I3 2 313 1 3�3 2 4T3 2 313 1 3 2 2 3 3 2 413 1 3,2 2 4 3 2 4!4 1 3!2 2 413 1711�1 111 222 _ 22 2 2 223 2'2233�322333'';33134i3 2 1 2 2 313 1 312 2 33 2 4i3 1 312 2 413 2 414 1 1 3r24P3 2 PSF 54 79 62 78 40.000 C,D,E,F,G, H,W.K,L 2 1 1 2 1 1 2 1 1 2' 2 2 2 1._ 2 2 2 2'2 .2F 2 _ _ . 2:3 2 1 2,2 2 __ 3 3 2 _._.._i 3!3 2 2,2 . 2 313 2 _r. 4,3 2 _.__ 3.3 _ 2 4i3 2 _ _ 3T3 2 _.__ 3 3 2 _.,,._ 4'3 2 r_ 4!4 2 _'.. 3 3 2 I 4,3 2 _ _.. 4!4 2 ._... 3j3 2 __. 513 A,B,M 2 1 1 2 1 1 2 1 7 2 2 2 2 2i2 2 2 2 2 2,3 2 212 2 3.3 2 3'3 2 212 2 3l3 2 413 2 3 3 2 4.3 2 3'3 2 3 3 __ 4;3 ... 4?4 3 3 4 3 _._.. 4i4 - ._._. 3 3 5i3 PSF 49 79 56 79 79 44.000 C, F,G, H,I,J,K,L 2 7 1 2 1 1 2 1 1 2 2 2 2 3I2 2 2 2 2 _._ 3'3 2 212 2 _.T_ 3,3 2 ..I _ 3:4 2 2I3 _ 2 3�3 2 _ 4':4 2 313 2 ....__ 4'3 2 _I_ 4 4 2 __- 3i3 . 2 4T3 2 ._ _ 4,4 2 _, 33 2 .,_ 413 2 .._.__ 4i4 2 _r.. 33 2 _p,_ 5;4 A,B, M 2 1 1 2 1 1 2 1 1 2 2 2 2 2T2 2 2 2 2 3 3 2 2'2 2 3'3 _2_ 3'4 2 25 2 313 2 4'4 2 3 3 2 4'3 2 4.4 2 3i3 2 4{3 2 4:4 2 3!3 2 41' 2 414 2 3'3 2 5!!4 PSF 46 74 5f 74 78 78 48.000 O,D,E,F,G. H,I,J,K,L 2 111111222,22233212333'431 2 2 2 2 �T� 2 2 2 2 2 2 3 2 33 3 4,4 2 3 3 2 - 4.4 2 ..._- 44 2 33 2 — 4,4 3 __ 4i4 2 4�3 2 ----r- 54 3 4I4 2 3 4 3 2 -� 5'4 ABM 2 4 1 2 1 1 2 1 1 2 2 2 2 2:2 2 2 2 2 3 3 2 2I2 2 3.3 2 3,4 2 33 2 3 3 3 4 4 '2 3 3 2 4 4 2 4 4 2 3'3 2 4,4 3 4�4 2 4 3 2 5.4 Al4i44.3 2 5!4 PSF 41 67 46 67 76 79 53.125 C,D,E,F,G, HJAK.L 2 7 1 2 1 1 2 1 1 2 2 2 2 _... 2'2 2 2 2 3 3 3 2 ... 33 2 3T3 3 44 2 313 3 4t4 3 4'4 2 3`3 3 4'4 3 4'4 2 33 .. 3 4I4 .. 3 515 2 4 3 3 .. _ 5 4 3 _.._ 5'S 2 4!3 3 _._ 54 ABM 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3444, 3 3 43 2 3445�4435145443 2 3 2 3 3 2 -3 fig 4 11111 7 222'22 23 33'.33134:43l3414C43' 1. ANCHOR TYPES: 1- 114'ELCO ULTRACONS OR 412 SCREWS INTO METAL 2-114' ELCO SS4 CRETE-FLEX 3-#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD-161/2' MAX. FROM TOP CORNERS JAMBS -17 1/2' 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 V LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD rrALICIZED 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. 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: MTG. RAIL JAMB BELOW MTG. RAIL MTG. RAIL - JANB BELOW, MTG. RAIL SEE TABLE 2 FOR FULL DP u.veucF.nalns I T�� L,ryGFfALiC JYAf:l1VV, JIHIVUgKV VICPI lea),eo-tsW I,I-17jI�,--Ff, F¢ T.CFAuM.�aBnB ALUM. SINGLEHUNG WINDOW, IMPACT NTS 1 9 d 11 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBSI, CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROMTABLE 8, SUBSTRATE: 17.125 22.668 28.211 33.754 39.296 1 44.839 5D.3B2 55.925 ANCHOR TYPE:N rOz- (g0 N U z O5 m O pN U z- : U z O nNH NnO z U z OWINDOW Q 011 zV n o❑ N( s Oz - zU O❑ NpN`M ?UU zU Uz O❑ H Q zU , ZU , .O❑ N 3 zU 8 O z ou WIDTH GLASS TYPE 19.125 D,E,FJ, K,L 1 {-1 1 1 1 1 2 1 2 1 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 24.000 D,E,F,J 1 .. 1 I 1 2 1 2 1 2 1 2 1 2 1 .K,L 2 1 2 1 2 1 33 1 1 23 1 1 3 1 2 1 3 1 33 1 1 3��3��3 1 1 1 4 32000 D,EFJ, 1 .1 1 2... 1 2 ...2... 1 2 3 _ 1 . 2.., 1 . 3 2 .3....3.. 1 1 3 1- 3 1.1 2 _. 3 1 4..-3.. 1 1 _4 1 .-4 1 3 i 4 1 5 1 ..3. _.5. 1K,L PSF 79 STOOD D,E,FJ, K.L 1 ' . 1 Ti�1.. �2 2 2 2 .....__ 3 1 2 2 ._..... 3 2. 3 1 3 2 4 2 .. - 3 1 3 2 3 2 _..._.. 4 1 3 2 4 2 44 1 2 _ 5 2 8 1 4 2 5 2 PSF 79 79 79 79 40DD0 D,E,F,J, K,L 2 1 2 i 2 1 2 2 2 2 2 2 2 3 2 3 2 2 4 2 3 2 4 2 4 2 3 2 4 2 4-..3__ 2 2 6 2 -4 2 1-4- 2 1 5 2 5 2 �4 2 'B 3 PSF 79 1 78 79 77 79 79 79 44.000 D,E,FJ, K,L 2 2 .1. 2 2 2 2 2 2 .3.. 2 9 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 1 1 2 ._2.. 2 3 PSF 78 79 70 79 79 71 79 73 76 48DD0 D,E.F,J, K,L 2 2 2 2 2 2 2 2 2 3 *4 2 4 2 4 2 5 2 4 2 5 3 5- 2 4 2 a-5 3 2 4 2 B 3 5 2 5 2 8 1 1 1 2 2 2 3 .,e.. 3 PSF 71 79 SO 71 79 89 79 66 77 69 1 69 53.125 D.E,F,J. KL 2 2 2 2 2 2 3 2 3 2 7 2 ..4_. 3 3 5 2 4... 3 5 3 6 2 .5.. 3 3 .5.. 2 .5_ 3 7 3 2 3 1 1 1 2 2 2 3 3 4 4 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE S. SASH HEIGHT SUBSTRATE: 12.776 15.776 18.776 21.776 24.776 27376 30.776 31.106 ANCHOR TYPE. ❑ "{o{JJ j o zp n CI a ,. oznoo U ❑ H o z N U' o zn U c QOHz�znoQ n S a U o U 0 n 5 0 n[olNpp 8- U s U' 0 pzpnDop U$ 0 0 ppz U' 0 zn0p U$ ❑ o z-pzp n U 0 o �+pop u pzp o zp WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 212 2 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 3 2 2 3 2 2 3Z000 2 1 2 2 2 2 3 2 2 3 3 2 3 3 2 1 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40DDO 74 2 2 2 2 212 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 314 44.000 B8 78 2 2 2 2 1 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 48.000 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 53.125 73 58 6B 72 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 1 3 1 5 1 5 1 3 1 5 CERT. OF AUiH. MM 1. ANCHORTYPES: 1-1/4'ELCOULTRACONSOR#12 SCREWS INTO METAL ELCO SS4 CRETE-FLEX 3-#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS: HEAD -181Q' MAX FROM CORNERS JAMBS -17 1/2-MAX. FROM TOP CORNERS 1112' MAX ABOVE THE MEETING RAIL 6' MAX. BELOW MTG. RAIL 15'MAX FROM BOTTOM CORNERS SILL -ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7, AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 125/8' MIN. TO 3F MAX. 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 8. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE 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. 7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REDS. TABLE 7. KEY: SMX. PSF SEE TABLE 3 FOR (DP LMTTEDI 112 FULL DP HEAD 2 JAMB ABOVE 2 MTG. RAIL (FULL DP) HEAD 2 JAMB ABOVE ...4 _. MTG. RAIL TABLES. KEY: MAX PSF (DP LPAITED)112 JAMB BELOW1 2 MTG. RAIL FU! LL DP1 E : 1�v'LIGEN,p, e JAN23 BEL �• '. MTG. RAIL * N°. 58705 SEE TABLE 3 FOR FULL DP - y��µ :-m� C,//,(`�'��., 1-jq II IMPACT I I_ FK 112106 J./.'I BW7 1 I — I NTS 110 a 11 1 404020 1 G I FL P.E.# 58705 aEXTERIOR INTERIOR* I-SR'MIN. EDGE 4ACON ANCHOR) (ALL HEAD AND SILL DETAILS) 2-12'MIN. EDGE NCRETE ANCHOR EFLEXANCHOILOTE 1 83) 2x WOOD BUCK (SEE NOTJ3)� 3.35 KSI MIN. CONCRETE 1 3/4'MIN. OPTIONAL 1x WOOD BUCK (SEE NOTE 3) ANCHOR SHIM 1. FOR CONCRETE APPLICATIONS IN MIAMI-DARE COUNTY. USE ONLY MIAMI-DADS COUNTY 0TE2 S 3) APPROVED 114' ELCO ULTRACONS OR 1/4'SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 W41" FOR ULTRACONS INTO CONIC., 2-12' E.D. FOR ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC. --.{-1"MIN. EDGE 2. FOR WOOD APPLICATIONS IN MIAMI-DARE COUNTY, USE #12 STEEL SCREWS(GS), 1/4' SS4 CRETE-FLEX FOR DETAILS B S D OR 0.131.0 x 2-12' COMMON NAILS (FI067 NL CM S-07 Z (8d)) Rd PENNY 53 ZINC COATED COMMON NAILS, TYPE I, STYLE 10--FIN MOUNTED ONLY (SEE DETAILS E, F AND G THIS SHEET) 13/8" 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE MIN TOTAL THICKNESS IS LESS THAN 11/2. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE 1/4" ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. MAX 4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 10 THICK FOR ATTACHMENT TO STEEL OR STEEL STUDS, DETAIL DETAIL THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.045' THICK THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROMDE FULL TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2. 1-1/4'MIN. E�GE(CMU).V4' MIN. ED GE(ULTRACON INTO CONC.) WOODBUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL .12'MIN.EDGE(ULTJCRETEFLEX INTO CMU B CRETEFLEX INTO CONC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN DPRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. H13/8" 5. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. I MIN. 6. FLAT HEAD ANCHORS, WHERE REQUIRED. MUST HAVE#12 TRIMFIT HEADS. 1/4' MAX. SHIM MIFF " L. (SEE NOTE 2) J3. KSI MIN. CONCRETE 1.5 KSI MIN. CMU 7. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME IWO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE -DGE FLORIDA BUILDING CODE. WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) Lix BUCK OPTIONAL WITH SOLID CONCRETE OR CMU SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4' 516'MIN.EOGE 2-12' EMBEDMENT MAX. Tw SHIM WOOD FRA 'n WOOD FRAME .131' DIA 1 / 2-12' EM EDMENT x 212' P .131' DIA. MIN. AT CORN x 212" NAIL, AND 5- AT CORNERS AND FO.C. 5/8- MIN. EDGE 7!4' .131'DIA MIN. MA" x212-NAL. SHIM ATCORNERS AND 5.O.C. DETAIL F, (HEAD) DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE MRT.OGaU1x. a 10, INTERIOR (ALL JAMB DETAILS) EXTERIOR 15 iGE PRODUUMVISID - _ auapl\i,g wiNgy Flaiaa ' ' gu6dwg CUUe Aoeguew No r-Ofsmoa _ DYe f R041 ME B7 MiRm ado rodatt \\�1111111 Sp . No. 58705 =vi(it www ;AO,A. srA EOF INCHORAGEDETAILS ds,•::)taRlog: '�2v;? - ILUM. SINGLE HUNG WINDOW, IMPACT IAL1 ,fi,NG�,� A LVNN �Il. R.P.E. SM NTS 11 s77 �p4040.20 G FL P.E.#58705 DETAIL G, (SILL)