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HomeMy WebLinkAboutNOAMIAWDADE 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) w w.miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 BY SCOPE: St. Lucie Count' 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-600" Aluminum Single Hung Window- N.I. APPROVAL DOCUMENT: Drawing No. 4032-20, titled "Alum. Single Hung Window, Non -Impact", sheets 1 through 14 of 14, dated 09/21/05, 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: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 he available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 16-0714.05 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. MIAMN)ADE COUNTY NOA No. 17-0630.07 Expiration Date: January26,2021 I��f 6Ji t Approval Date: November 30, 2017 / Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 06-1211.07 and 05-0928.03) 2. Drawing No. 4032-20, titled "Alum. Single Hung Window, Non -Impact", sheets 1 through 14 of 14, dated 09/21/05, 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® NXTrM 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 tinder previous NOA #16-0714.05) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of Proview aluminum single hung w/integral fin (3116" temp), prepared by Fenestration Testing Laboratory, Test Report No. FTL4886, dated 03/16/06, signed and sealed by Eduardo Largaespada, P.E. (Submitted under NOA #06-1211.07) 3. 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window w/integral fin (3/16" temp.), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4959, dated 07/19/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under NOA#05-0928.03) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 3) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (3/16" ann. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4658, dated 07/15/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted underNOA#05-0928.03) Manuel P P.E. Product Control x Diner NOA No.17-0630.07 Expiration Date: January 26, 2021 Approval Date: November 30, 2017 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (1/8" arm. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4657, dated 07/08/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under NOA #05-0105.01) 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (1/8" temp. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4656, dated 07/07105, signed and sealed by Eduardo Largaespada, P.E. (Submitted underNOA #05-0105.01) 7. 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (3/16" temp. & 3/16" arm.), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4655, dated 07/08/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted underNOA#05-0928.03) S. 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (I/8" arm. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4654, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under NOA 905-0105.01) 9. 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (3/16" temp. 3/16" ann. & 3/16" arm. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4653, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under NOA #OS-0105.01) Manuel V-630.07 .E. Product Controner NOA No. 1 Expiration Date: January26, 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 5tn Edition (2014) and FBC 6tn Edition (2017), dated 06/22/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and FBC 0 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. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishml Chanda, P.E. (Submitted under previous NOA No.16-0714.05) 1. Notice of Acceptance No. 16-0714.05, issued to PGT Industries, Inc. for their Series "SH-600" Aluminum Single Hung Window - N.I., approved on 08/18/16 and expiring on 01/26/21. Manue P e E. Product Contro Exat iner NOA No. 30.07 Expiration Date: January 26,2021 Approval Date: November 30, 2017 E-3 GENERAL NOTES: NON -IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) ANNEALED GLASS C B. 3116' TEMPERED GLASS C. 114' ANNEALED GLASS D. 1/4' TEMPERED GLASS E. 13/16' I.G., 1/8' ANNEALED OUTBOARD, AIR SPACE, 1/8' ANNEALED INBOARD F. 13/16' I.G., 1/8' TEMPERED OUTBOARD, MR SPACE, 1/8' TEMPERED INBOARD G.13/16' I.G., W16-ANNEALED OUTBOARD, AIR SPACE, 3116-ANNEALED INBOARD H. 13/16' I.G.. 3/16' TEMPERED OUTBOARD, AIR SPACE, 3116'TEMPERED INBOARD 1. 13/16- I.G., 3176' ANNEALED OUTBOARD, AIR SPACE, I/B'ANNEALED INBOARD J. 13/16' I.G., 3116" TEMPERED OUTBOARD, AIR SPACE, IW TEMPERED INBOARD 2. CONFIGURATIONS:'OX' I III, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: SEE TABLES 1 THROUGH 3, SHEETS 3 THROUGH 5. A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. D. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 4. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE DETAILS. 5. MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE AND WHERE IMPACT RESISTANCE IS REQUIRED, 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL4653, FTL4654. FTL4655. FTLA656, FTL-4657, FT1.4658, FTL4886 AND FTL4959, ANSVAFSPA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL ' 5. SERIES/MODEL DESIGNATION SH600, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Matedal Mln. F Min, F. Steel Scmw 92 ksl 120 kal Elco UltmCDn® 410 SS Elco CmteFles® 155 ksl 127.4 kal 177 ksi 189.7 ksl 6DW1TS AIuminum 18 kai 22 kai 936 Steel 36 ksl 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksl OERT.OFAUTH.N=KC CODES I STANDARDS USED, :201 4017 FLORIDA BUILDING CODE (FBOI, 6TH EDITION L FLORIDA BUILDING CODE (FED), 5TH EDITION ASIME130D04 :ANSVAFWA NOS-2015 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL ADM-2016 -AISIS1DD-12 -AISC 36M0 NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 DESIGN PRESSURES....... 3-5 ELEVATIONS ..................... 6 VERT. SECTIONS ............. 7 HOR17 SECTIONS ............ 7 PARTS LIST ....................... 8 CORNER DETAIL .............. 9 EXTRUSIONS .................... 8,9 ANCHORAGE .................... 10 -1 wmftkwb No. 58705 3ENERALNOTES ILUM. SINGLE HUNG WINDOW, NON IMPACT SA NAL NG �111a` r+rl o..Iw A.17 O �4NMILLL'A,P.E. sH660 NTS I 1 > 14 403230 G FL P.E./353705 1 OR 47 71-74 B6 THRU 9' W. BITE ) GLASS 12' NOM. GLASS BITE L� 1!3" OR 3)16' ANNEALED OR TEMPERED GLASS AIR SPACE 1/B' OR 3116' ANNEALED OR TEMPERED GLASS 3116' 13/16" INSULATED GLASS MTECXNDLDGYDPNE N.."E.FLN. 041)1 ,wo CERT.DFAWK/CIYA <` EXTERIOR INI (ALL SECTIONS) DM. BITE pen #I DesnPlluR Meronel 11 KammarWP ISG TpS GpewfSYetem ]3 Duenee Soper Spa[v NDwM IblMa wyl See Na SMel6r ]3 D SpnDar left, ]I MIUnewel CMtlMAI R Etlpe Spawr fie-- W ANNEALED OR TEMPERED GLASS 1/4" MONOLITHIC GLASS ILIOO Sw sTRAL SILICONE OM. FOAM� KODISPACE 4SG TPS EMLS DESICCANT SS U� L INT. GLASS SUPER ie SPACERO NXT ENT FOLTIsO DESICCANTFIMAREA BIIfYLENE�wCY� .-5116'NOM Lyi sEP1 1(IIII!LRRplL�U��\S/ G� SILICONE SEAL FOAM STAINLESS STEEL ,��� EeT. GLASS EXT. GLASS INT. GLASS DURASEALO XLEDGEe SPACER 11 SPACER ML G11 I~ I Full 1 2 • 14 1 4032-20 * : No. 0705 M DESIGN PRESSURES BASED ON FLANGE TIP -TO -TIP DIM. (INTEGRAL FIN WINDOWS W/SAME DLO ARE 1" SMALLER) '""--- 111 FLANGE OR INTEGRAL FIN WINDOWS EQUIPPED W/ HIGH SILL OPTION WINDOW WINDOW HEIG , WIDTH GLASS TYPE 26" 38318" 46" 50518" 72" 74" 76" A,C,E,1 +80.0 •120.0 +80.0 -120.0 +80.0 -120.0 +80.0 1 -120.0 +80.0 -94.6 +78.5 1 -78.5 +75.7 -75.7 +73.0 -73.0 19118" G +80.0 -120.0 +80.0 -120.0 +80.0 -12oD +80.0 -120.0 +60.0 -120.0 +80.0 -114.2 +80.0 -110A a80.0 -106.2 B,D,F,H,J +80.0 •120.0 +80.0 -720.0 +80.0 -720.0 a80.0 -120.0 +60.0 •120.0 +80.0 -120.0 +80.0 -120,0 +80.0 -119.5 A,C,E,I +80.0 -120.0 +80.0 -120.0 +00.0 .120.0 +80.0 A20,0 +80.0 414.9 +68.9 68.9 +88.2 68.2 +83.6 433.8 24" G +80.0 -120.0 +BD.O -120.0 +80.0 -120.0 +80.0 -120.0 +BO.D -120.0 +80.0 -100.3 +80,0 •Bfi.9 +80.0 -928 B,D,F,H,J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120,0 a80.0 -120.0 +80.0 -112.8 +80.0 •108.3 +80.0 -104.1 A,C,E,1 +80.0 -120.0 +60.0 -120.0 +80.0 -120.0 +B0.0 -120.0 +B0.0 • D +620 62.0 +59.1 1 59.1 +56.4 5 A 32" G +80.0 -120.D +80.0 -120.0 +60.0 -0.0 12 +80.0 -120.0 a80.0 -176.4 a80.0 -90.3 +60.0 66.0 +Bp.O 620 B,D,F,H,J +80.0F+60.0 +80.0 -120.0 +80.0 -120.0 +80.0 -12D.0 +8D.0 -120.0 +80.0 -101.5 +80.0 -98.7 +80.0 -92.3 A +50.0 +80.0 -120.0 +30.0 -120.0 +80.0 -105.0 +80.0 60.0 a61.3 -81.3 +55.0 58.0 +65.0 -55.0 B,D,F,H,J +80.0 +80.0 -120.0 +80.0. -120.0 +60.0 -120.0 +800 -100.3 +80.0 -94.9 +80.0 -90.1 37"G +80.0 +80.0 -120.0 +80.0 -120.0 +80.0 -118.4 +80.0 69.1 +B0.0 54.4 +8C,E,I +80.0 ++80.0-120.0 +80.0 -120.0 +80,0 -115.0 +80.0 50.0+61,361.3A +80.0 +80.0 -111.0 +80.0 -91.6 +80.0 -80.0 +61.3 .61.3 +58.0 58.0 +56.0 55.0 B,D,F,H,J +60.0 +80.0 -120.0 +SD.O -120.0 +80.0 -120.0 +80.0 .100.3 +60.0 -94.9 +80.0 -90.0 G +80.0 +Bo.O -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -118.4 a60.0 68.1 +80.0 -84.4 +eD.D 50.0 C,E, 1 +80.0 +60.0 -113.0 +60.0 -107.0 +60.0 -103.0 +80.0 60.0 +61.3 61,3 +58.0 58.0 +55.0 -55.0 A +0.0 -20.0 +80.0 -108.0 +60.0 -95.8 +80.0 .85.6 +76.4 -7 +61.3 61.3 +58.0 -58.0 +55.0 -55.0 B,D,F,H,J +80.0 -120.0 +80.0 -20.0 +BO.D -120.0 +80.0 -10.0 +80.0 + 0.0 -100 +80.0 -84.9 +80.0 -80.0 44" G +80.0 -120.0 +60.0 -120.0 +80.0 -120.0 +60.0 -120.0 +80,0 +80.0 . -844 +80.0 60. C,E, I +80.0 -120.0 t +80.0 1 •104.0 i80.0 -93.8 +80.0 +61.3 55.0 A +80.0 -120.0 +80.0 .96.8 +80.0 787.6 *78.0 -78.0 +60.3 68.3 +61.3 61.3 +58.0 B,D,F,H,J . +800 1200 . +B +60.0 -120.02 +80.0 -120.0 a80.0 -114.9 +80.0 -100.3 +80.0 0.0 48" G +80.0 -12D.0 0.0-120.0 a 80.0 -84 5. ,I +80.0 -10.0+80.0 -94.8 +80.0 3.7CE, a70.2 70.2 a80 .0 1 +55.0 1 55.0 A +80.0 -117.7 +80.0 65.4 +77.0 -77.0 +69.6 55.6 +59.5 59.5 +56.4 -56.4 +55.7 55.7 +55.0 55.0 B 8.0 -1200 + 12.0+B0.0 80.0 -120.0 +80.0 -113.9 +80.0 92.3 80.0 -91..1 a80.0 -9D.0 13118" +80.0 -120.0 -711.9 +80.0 -101.3 +80.0 531 +80.0 62.0 +80.0 610 +80.0 500,G C,E, 1 +80.0 -117.7 +80.0 1 65.4 1 +73.9 1 -73.9 +89.8 59.6 +80.8 60.8 1 +584 1 56.4 +55.7 55.7 +55.0 1 55.0 ASS TYPES: 3116" ANNEALED E. 73118' I.G., 1/6" ANNEALED, AIR SPACE, 118' ANNEALED I. 13116' I.G., 3/16" ANNEALED, AIR SPACE, 1/e' ANNEALED 3116" TEMPERED F. 13/16" I.G., 1/e" TEMPERED, AIR SPACE, 1/B" TEMPERED J. 13118" I.G., 3116" TEMPERED, AIR SPACE, 118' TEMPERED 114" ANNEALED G. 13/1W I.G., 3116" ANNEALED, AIR SPACE, 3116'ANNEALED 1/4" TEMPERED H. 13116" I.G., 3116" TEMPERED, AIR SPACE, 3/18' TEMPERED W')a lm MRT. OF AUTH lAP98 SF I NTB I 3 + 14 1 4032.20 W LOW SILL OPTION WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+34.0 PSF OR LOWER AS SHOWN IN THE TABLE. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. REFER TO'ANCHOR QUANTITY TABLES 56 FOR ADDITIONAL DP UMITATIONS. * j No. 58705 A. LYNN MILLER. P.E. °O" W T' MEETING RAIL X. SASH 1 LOW SILL OPTION: WINDOWS: WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF -64.0 PSF OR LOWER AS SHOWN INiTHE TABLE. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. REFERTOANCHOR QUANTITY TABLES 541 FOR ADDITIONAL DP LIMITATIONS. 'RODUCT R6VLtiED Oamp)ivyvW�b ft[i1e uil4sp Cotle nnm�",rcewJ bm< ) ur ,." ONy LYNA,* J,o -�. ,J N0.58705 ' o1 P lu�:` �, O,�., 5 7Eo 4- F •..^2ogiDa;:'�2� �:�S& - NNN E1,�� A. n4HN MILLER, P.E. FL P.E.#58705 JR 069NI7 a ND CHgNGE51N/S SHEET. F.K. 1/ANS J.J. �IN5 lom recwue�ocrolwe N.VPN¢E.Rsns IwIjol lol cE6r.oFnum.rmma cwnao,.umr :u,.e s°m"`rcu _ DESIGN PRESSURES, STANDARD VIEW _ ALUM. SING LE HUNGWINDOW,NON-IMPACT„ONAL arw e., e.+.r. '°` 6RB00 NTS 4 s 14 4032-20 G TABLE 2. DESIGN PRESSURES BASED ON FLANGE TIP -TO -TIP DIM. (INTEGRAL FIN WINDOWS W/SAME DLO ARE 1"SMALLER) STANDARD VIEW FLANGE, INTEGRAL FIN AND RADIUS TOP FLANGE WINDOWS EQUIPPED WI HIGH SILL OPTION WINDOW WINDOW HEIGHT WIDTH GLASS TYPE 293l4" 3g 3/8" 44" 505le" 63" 72" 74" 76" A,C,E,G,I +80.0 -120.0 +g0.0 -120.0 +80.0 •120.0 +80.0 -120.0 +B0.0 -86.4 +51.3 51.3 +49.3 -09.3 i47.5 -07.5 19 VB" B, D. F, H,J a80.0 -120.0 +g0.0 -120.0 +80.0 -120.0 +g0.0 -120.0 iB0.0 -120.0 +80.0 -102.7 r80.0 •98.6 i80.0 -04.8 A,C,E,G,I t80.0 -120.0 +80.0 •120.0 t80.0 -720.0 r8D.0 -120.0 r8D.0 �80.8 +48.4r44.4 -44.4 +42.5 -025 � B, D. F, H, J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 iBO.D 9 +g0.0 -88.8 +80.0 A5.0 A,G,E,G,I +80.0 -120.0 +80,0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -80.0 +44.g -04.8 +42.2 -02.2 +40.0 -00.0 32' B, D. F. H, J +BD.O -120.0 +80.0 -120.0 r80.0 -720.0 +80.0 -120.0 *80.0 -120.0 +80.0 r80.0 -80.0 A +80.0 -120.0 +80.0 -119.0 +g0.0 -94.5 r80.0 -93.0 +B0.0 g30.0 ig4.6 -04.6 +422 -022 a40.0 -00.0 e, D. F, H, J +80.0 -720.0 *80.0 -120.0 +g0.0 -720.0 +80.0 -120.0 +BD.O -120.0 +80.0 �9.7 +80.0 -84.4 +80.0 -80.0 3T" C,G +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -115.6 +80.0 -80.0 +qq.6 -04.6 +422 -02.2 +q0.0 -00. E, I ig0.0 -120.0 a80.0 -119.0 +80.0 -114.0 +80.0 -107.0 r60.0 -80.0 *44.8 -04.fi +q2.2 -02.2 i40.0 -00.0 q +80.0 -120.D +B0.0 -109.0 +80.0 -90.4 +g0.0 -BB.B +78.3 -78.3 i44.6 -04.8 +q2.2 -02.2 +40.0 -00.0 B, D, F. H, J +B0.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 �9.1 +80.0 -84.4 +B0.0 �80.0 � C,G r80.0 -720.0 i80.0 -120.0 +80.0 -11 t.2 +80.0 -7028 i80.0 -80.0 +44.6 -04.8 +42.2 -02.2 +4D.0 -00.0 E, I i6D,D -120.0 +BO.D -107.0 i80.0 -104.0 r80.0 i8.2 +80.0 -80.0 +44.6 -04.6 +42.2 -02.2 +40.0 -00.0 q +g0.0 -120.0 +80.0 -82.7 +80.0 A4.5 +80.0 A27 N0.4 -70.4 rg4,6 -04.6 +42.2 -02.2 +40.0 -00.0 B, D, F, H, J +80.0 -120.0 +80.0 -120.0 +g0.0 -120.0 i80.0 -120.0 r80.0 -12D.0 +B0.0 g39.1 +80.0 -g4.4 +80.0 A0.0 � GG i80.0 -120.0 +80.0 -107.2 +80.D -97.6 i80.0 -89.5 +80.0 410.0 +44.6 -04.8 a42.2 -02.2 +40.0 -0D.0 E, I +80.0 -120.0 +80.0 -93.2 r80.0 -97.9 r80.D -89.5 *7fi.3 -78.3 +44.6 -04.6 +422 -02.2 +q0.0 -00.0 q r80.0 -117.0 +80.0 -89.2 r76.7 -76.7 i74.8 -74.g +fi3.0 -63.0 a44.6 -04.6 +92,2 -02.2 +4D.0 -00.0 B, D. F, H, J +80.0 -120.D +80.0 -120.0 +g0.0 -120.0 +80.0 -120.0 +BD.O -114.7 +g0.0 439.1 +80.0 A4.4 +80.0 -80.0 � C,G +80.0 -117.0 +80.0 -96.0 +80.0 �7.0 +79.3 -78.3 +70.1 -70.1 +44.6 -04.fi +42,2 -02.2 +40.0 -00.0 E, I +80.0 -713.0 +80.0 -82.4 t80.0 -81.3 +79.3 -79.3 r70.7 -70.1 *44.8 -04.6 +42.2 -022 +40.0 -00.0 q r60.0 -103.8 +80.0 A4.4 +69.2 {9.2 +66.3 4i8.3 *58.7 -56.7 +41.0 -07.0 i40.5 -00.5 +40.0 -00.0 B, 0, F. H, J +g0.0 -120.0 +80.0 -120.0 +80.0 -120,0 -113.2 +80.0 -98.g +80.0 -81.9 +BD.O -80.9 a80.0 470.0 63 �/B" C,G +80.0 -703.g +80.0+76.3 -76.3 +69.2 -58.2 *60.4 £0.4 +41.D -00.5 +40.0 E, I +80.0 -103.8 r72.5 -72.5 +70.8 -70.8 *68,2 fi9.2 +60.4 -80.4 +41.0 -01.0 +40.6 -00.5 +q0.0 -00.0 GLASS TYPES: A. 3H6' ANNEALED E. 13/16" LG., 11g" ANNEALED, AIR SPACE, 1/8'ANNEALED L 13/16' LG., 3116" ANNEALED, AIR SPACE, Ile" ANNEALED H. 3115' TEMPERED F. 13/16° I.G., 1/8" TEMPERED, AIR SPACE, 1/B' TEMPERED J. 13/16" I.G., 3/i6" TEMPERED, AIRSPACE, 1/8" TEMPERED C. 114"ANNEALED G. 13l16" LG., 3/16"ANNEALED, AIR SPACE, ffii6"ANNEALED D. 1/4" TEMPERED H. 13/18" I.G., 3/76' TEMPERED, AIR SPACE, 3/16" TEMPERED DESIGN PRESSURES BASED ON FLANGE TIP -TO -TIP DIM. (INTEGRAL FIN WINDOWS WISAME DLO ARE 1" SMALLER) TABLE 3 CUSTOM VIEW FLANGE, INTEGRAL FIN AND RADUS TOP FLANGE WINDOWS WI HIGH SILL OPTION (WINDOW HT. MINUS SASH HT.) WINDOW WINDOW HEIGHT MINUS SASH HEIGHT (76" MAX. HT. FLANGED AND 75• MAX. HT. INTEGRAL FIN) WIDTH GLASS TYPE 17418 2211116 28 3116 33314 39 SM6 4413116 50318 551N18 A,C,E,I .8 -1200 +80.0 20 0.00 120.0 +80.0 .118.0 +80.0 -100.2 -70.8 19118 B, D. F. K. J 0-10. 0 +80.0 -12 80 120.0 +80.0 -20.0 +80.0 -720.0 -120.000 G .80.0 -120.0 1 +80.0 -120.0 .80.0 -120.0 +80.0 -120.0 .80.0 -120.0 +BOB -120.0 +80.0 -120.0 +80.0 -115.1 A,C,E,I +80.0 -120,0 +80.0 -120.0 +80.0 •120.0 +80.0 .120.0 .80.0 403.0 +80.0 68.2 +74.1 -74.1 +59.5 -59.5 24 B, D, F, H,J +80.0 .120.0 +80.0 -120.0 +80.0 -120,0 +80.0 420.0 +60.0 -120.0 +60.0 -120.0 +80.0 -120.0 +80.0 -118.7 G +80.0 .120.0 +B0.0 -720.0 +80.0 -720.0 +80.0 -120.0 +80.0 -120.0 +8Bo -120.0 +80.0 A20.0 +80.0 -96.8 A,C,E,I +80.0 1 -111.0 +80.0 -120.0 +80.0 -117.0 +80.0 -94.2 +80.0 -85.7 +74.3 -74.3 +62.0 -62.6 +49.1 -49.1 32 B, D, F. H. J +80.0 -111.0 +80.0 .120.0 +80.0 .120.0 +80.0 .120.0 +80.0 -120.0 +80.0 -120.0 +BO.o -113.5 +B0.0 -97,9 G +80.0 -111.0 +BD.O -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -t20.0 *80.0 -120.0 +80.0 -101.8 +79.7 .79.7 A,QE,I +Bo.O -98.0 +80.o -119.0 +B0.0 .91.9 +80.0 -86.1 ♦80.0 -B0.5 +70.9 -70,9 +58S -58.8 +45.2 -4 2 3T B. D. F, H, J *80.0 -98.0 +80.0 -120.0 +80.0 -120.0 *80.0 -120.0 +80.0 -t 20.0 +80.0 -120,0 +B0.0 -105.8 +80.0 -90.3 G +80.0 .98.0 +80.0 -120.0 +80,0 120.0 +80.0 420.0 +80.0 -120.0 +60.0 415.3 +80.0 -6856..52 +743.5 •7.5 A +80.0 . +80.0 . -70.8 +690 -89.0 +57.3 67.3 +43.8 43.8 S. D, F, HJ +80.0 •920 +80.0 -120.0 +B0.0 .120.0 +80.0 -120.0 +BOB -10.0 .80.0 -120.0 +800 -102.7 180.0 67,0 40 C,E,I +BD.O -90 +80.0 706.0 +80.0 -103.0 +80.0 -92.8 +70.8 -70.8 +69.9 6.9 +57.3 57. +73fi -03.8 +80.0 .92.0 +60.0 .120.0 +80.0 -120.0 *800 -1G ISS +80.0 .115.0 .80.0 .113.7 .80.0 -93.2 +0.8 -708 ACEI , +g00 5.0 +00 +60.0 7 45 -. +41.9 41.0 B, D, F. H. J +60.0 85.0 +80.0 -120.0 +00 •.0 +80. 117.9+800 -118.6 .44 +80.0 63.70 C,E, +800 -5.0 . +B00 .93.1 +80.0 -91.0 +80.0 -85.1 +59.5 -59.5 +58.4 -58.4 .58 +41.9 -01.9 G +80.0 5.0 . . . . -94.8*O.2 3 +68.1 68.1 A +80.0 -111.9 «800 -aSB +73.3 -73.3 +67.2 .67.2 +51.4 -51.4 +49.8 8 -00.8 B, D, F, H, J +80.0 -120.0 +80.0 -120.0 +SOB .120.0 +80.0 -120.0 +80.0 .101.2 +80.0 -98.4 +810 .98.0 +80.0 -81.5 48 C,E,t +g0.0 -109.0 +80.0 62.2 +80.0 -81.2 +75.0 -75.0 +51.4 .51.4 +49.8 -08.8 +49.0 49.0 +40.8 40.8 G +80.0 -120.0 +80.0 -1102 +80.0 -96.9 +SDB 68.6 +80.0 -83.5 +80.0 6D.6 +79.8 -79.8 +66.3 6B.3 A +80.0 -99.0 +80.0 -81. +64.4 64.4 +58.9 -68.9 +43 +41.6 1.0 40.42 +40.0 4-800..0 B, D, F, H. J +80.0 -120.0 . +BDO -120.0 +80.0 -174.8 +80.0 5. 0.0 88-103.5«80. +BDO -80 D.0 C,E, +g0.0 -8.0 72+70.8 .70.8 +64.5 -6.5 +437 43.7 +41.6 +53118 404 4 +B0O0 4 40.00 G +80.0 1 .117.0 +B0.0 -98.7 +60.0 -84.3 +76.3 .76.3 +71.0 .71.0 +67.6 -67.6 *85.7 65.7 +g5.0 65.0 GLASS TYPES: A. 3116"ANNEALED E. 13116" I.G., 1/8" ANNEALED, AIR SPACE, 11W ANNEALED I. 13/16-LG., 311V ANNEALED, AIR SPACE, 118"ANNEALED B. 3/10" TEMPERED F. 13/18" I.G., 1/8" TEMPERED, AIR SPACE, 118" TEMPERED J. 13/16' I.G., 3116' TEMPERED, AIR SPACE, 11T TEMPERED C. 1/4" ANNEALED G. 13/16" I.O., 311V ANNEALED, AIR SPACE, 3/18" ANNEALED D. 114" TEMPERED H. 13116, I.G., 3116" TEMPERED, AIRSPACE, 3116" TEMPERED W')+ 'um C T. OF AUTH Nd]9E Sr I NTS 1 5 • 14 WIT. .0. MINUE SASH W iT. HT. MEETING RAIL J X.H zz 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 TABLE. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 125/8' MIN. TO 36' MAX. 3. 78' MAX. FLANGE WINDOW HT. 75" MAX. FIN WINDOW HT. REFERTOANCHOR QUANTITY TABLES 58 FOR ADDITIONAL DP LIMITATIONS. m No. 58705 = ;zo•., n 2z Ii�a 0 7Eo l""'zONA.L EN�:``� A LYNN IAICC€R P.E. 118' MAX. FLANGED WIDTH (ALL ELEVATION DETAILS) i21M' MAX. I.F. WIDTH (ALL ELEVATION DETAILS) I�49518-MAX. FIXED DLO (ALL) I D__j _ I 175' D SEE LO T 2 j D—i HE L 387116 EE DLO MAX. TABLE X jSASH (MAX.) HE GH � 4p811,144L'eMAX. � / rm IETAIL A 1/7 DETAIL B VIEW (STANDARD SASH) B 5--1 751X. MA I F. F. HEI HT EJ HEDLO EE EE STABLED O j I 76-MAX. STABLE O � 7 FLANGED F HEIGHT I 20' SEE DLO TABLE X j I SASH SEE DLO TABLE' X / SASH HEIGHT HEIGHT B DETAIL D. DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH NOTES: 1. SEE SHEET 7 FOR VERTICAL AND HORTLONTAL SECTION DETAILS. 2. SEE SHEET 9 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 8 C) ARE BASED ON A THREE OVER TWO FORMAT, 1%+6neo-,mo CERT.OFAUTR018RJ DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 1/T 34 3116" B 415/8" 41114' C 411/4" 407/6' D 525/8" 5211/i6" E 52114" 52 5116" SASH DETAIL LOW SILL HGH SILL A 341/2" 1 343116' B 277/18" 1 271/8- C 27 7116" 271/8" D 16318" 15314" E 16 3/8" 15 3/4" 6 n 14 1 4032-20 PRODUCT REVISED .plfirgw TlorBa L...... . ;��'l•:' JCENSE�t'��'i * : No. 58706 •. ai Z: 6 mo AL ENG. A L'INN MIBC$)i. P.E. F MAX FIXED LITE DAYLIGHT OPENING OUTSIDE INSIDE 9&1� ED BALANCE PARTS USED ON SASHS <40 LBS cli - 3KE 17 NOTE: MIN. (1) SWEEP LATCH AT VENT CENeOROPTIONAL BOTTOM LOCKS. (1) 6' FROM EACMAX. VENT DAYLIGHT INSIDE pY OUTSIDE )..--MAX FIXED LITE DAYLIGHT OPENING -MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F) FRAME SECTIONS INSIDE 47 50 z. 46 HIGH SI 2. LOW 5111 HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE OUTSIDE BALANCE PARTS USED ON SASHS > 10 LEIS 14 & 16 53 2330' 2.946' 63 52 (LOW SILL) (HIGH SILL) LY n6-uoa<PmeuccY SEENOTEABOVE 54 64 . ' BONENs6m 65 OR 66 VGENgF' �C7� 12 ONLYULTRIFT 69 ULTRALIFT NO. 68705 P ONLY 1P SECTION GC _- *: *=_ ONLY RADIUS TOP - r_-- ni TCDn1eTC LII(]41 SII ...�.....��.�. .� .a.�e..•immnu� -. V '. / e• ...L CERT.OF 4UM VM 7 a 14 A. LYNN MILLER. P.E. RFNI DWGB 06CRIPTION PGf# 84 1161 #6 %1.000 PH. BUGLE TEK 706X7 85 FOAM TAPE I/4 X12-FOR 3/18 61412K 66 1200 FOAM TAPE 1J8 X 12 -FOR 1 /4 61308K 68 4051A SASH BOTTOM RAIL (HIGH BILL) 84051 69 5050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 791, 899, 9950R GE7700 80 AGLASS, 3/16°ANNEALED 81 B. GLASS, 3/18"TEMPERED 82 C. GLASS, 1/4°ANNEALED 83 D. GLASS, 1f4°TEMPERED 86 E.GLASS,13/16"IG; 118'PNNEALED,NR SPACE, 1l8°ANNEALED 87 F. GlAS5,13/18"IG;1/8°TEMPERED,NR SPACE, 1/8'7EMPERED 88 G.GLASS,13/16'IG; 3/16"ANNEALED, AIR SPACE, 3/16"ANNEALED 89 H.GLASS,13/16"IG; 3/i6"TEMPERED, AIR SPACE, 3/18"TEMPERED 90 I. GLASS, 13/18" IG; 31i 6"ANNEALED, AIRSPACE, 1/8"A14NEALED 91 J. GLASS, 13/16" IG; 3/16"TEMPERED, AIR SPADE, 1/8"TEMPERED RE7# DWG# DESCRIPTION PGL# 1 4002A FLANGE FRAME HEAD 612225 2 1155 #8X7.000 QUAD PN. EMS 781 POA 3 4D03C FLANGE FRAME SILL (LOW SILL) 812226 5 7626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 8 4004 FLANGE FRAME JAMB 612227 7 1025 SASH STOP (ALUMA-TILT) 612244 8 4025 SASH STOP (EGRESS)1.125 LONG 612244 9 4029 CALDWELL LLUMA-TILTBALMCE.5/8' 10 1080 BALCOVER, RIGID VINYL, 518" BBPLCVR978 11 #8 %.750 PH. PN. SMS 7834AA 72 BALANCE BOTTOM BRACKET 7BALTBKT 13 1085 SASH TOP GUIDE, 5/8"BAL. 4250.1 14 4029-1 CALDWELLULTRA-LIFTBALANCE,.670" 15 #8 X I PHILLIPS FIAT HEAD S. STL 78XIFPA% 18 7080-1 .B70ULTRALIETBALANCECOVER 6BALCVR670 17 4053 SASH STOP (ULTRA -LIFT) 64053 18 4029-1 SASH BRACKET 7ULBRKT 19 98-32 X VT LE. PH. FH. TYPE F S. STL 7632X12FPF% 20 1086 SA BHTOPGUIDE,11/10"BAL. 42505R8L 21 4054C FI%ED MEETING RAIL 64054C 23 4006C SASH TOP RAIL 64008 2.078 25 1235 WSTP.,.170 X270 BARK, FIN SEAL 67Si6G 26 lose SWEEP LATCH 71098 �2.764 27 Tote #8 X.825 PH. FL. Sw 7858 062 28 4D07 SASH BOTTOM RAIL (LOWSILL) 612230 30 1228 WSTP., BULB VINYL BTP249 3. 55 31 4008 SASH SIDE RAIL 812231 34 1288 SASH FACE GUIDE 42501 '0� 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247WK 3e 1225 VINYL GLPZ BEAD BULB (THIN) 6TP248K 47 FRAME. I.F. HEAD 39 4074B GLAZINGBEAD. 3118& 114. 1N/O GRILL KIT 64014 #4077A, 60b3-TES 40 4046A GLAZING BEAD, 3110&114. W GRILL KIT 044842 48 FRAME I.F. LOW SILL 48 4087 GLAZING BEAD, 13116" I.G. 64087 71d0]2A, 6083-TES 47 4071A FRM9, I.F. HEAD 64071 2.908 48 4072A FRAME, I.F. LOW SILL B4072 Mg- 4073A FRAME, I.F. HIGH SILL 84073 ,•?.noucr eewsrvt -To 407413 FRAME, I.F. JANS 64074 2.374 "*Mw Oyi%wi%w Fl 52 4009 SILL LATCH (EGRESS) (LOWSILL) 764009 11o1i1i"s �` 53 7088 SPRING SILL LATCH(EGRESS) N�/ •D/a A 76PRNG .062 e.pirww10as fir 54 2740 SILL LATCH (EGRESS) (HIGH SILL 62740 4 71 sy 55 1014 -SCREEN FRAME(HOR.&VER.) ) 87014 .062 M.^^iHoba 2. 70 56 1630 SCREEN CORNER KEYW#iINGS 71630 1 nn 57 1631 SCREEN CORNER KEYW)OUT RINGS 71631 ; s`aONYLYIVIV 58 7073 SCREEN SPRING 7CASP .`3�•.+'uGENSF". �CF 59 1624 SCREEN SPLINE -.135 DIA FOAM 61624K e;' '•,13 q fi0 1635 TUREEN SPLINE -.136 DIA HARD 61635K _ * : No. 58705 61 SCREEN CLOTH 61816 49 FRAME, I.F. HIGH SILL 50 FRAME I.F. JAMB _ 83 505 GLAZING CMANNEL(.688 X.500) 6533402 #4073A, 8083-TES #4074B, 6063-T6 '� 1 �\ 4 . '°'n°°. wce`fiilz?e� PARTS LISTAND FRAME CORNER DETAILS '8RorsloA,r' 24;� n cEer. of AunLrene Al UM. SINGLE HUNG WINDOW, NON -IMPACT JR 0808'1] 0 NO CNANOEB 7M5 SHEET. ayT�„, rrm '^" °i"�'^ 1pj ALYNN MILL[R. P.E. FK ]INS JJ. SINS Ryl SH9U M$ 8 s 14 4032-20 G iFL P.E.#58]OS I2.784--1 E062 O FLANGE FRAME HEAD #4002A, 6063-TO 1.749 2.710 062 O FLANGE FRAME JAMB 04004.6063-T5 (USED AS RADIUS TOP HEAD) --{I�''618�.3�42� I— .062 > n� jl'tL Pi .062 2.830 2,130 OFLANGE FRAME SILL #4003C, 60fi&Te (LOW) 1 )--1.513- 7W ---.062 .49D r.040 I— 1A51— T t OSASH STOP SASH STOP COVER 44025, 606 T5 1: #4053, 6083T5 FIXED MEETING RAIL O SASH TOP RAIL 21 23 awosc, fi063HS-T6 g4054C, 6063HD-T6 �I.F� �SEALANT;ALONG ENTIRE JOINT 2 i I.F. FRAME SEALANT OR GASKET AT HEAD AND SILL VIEW D-D VIEW E-E (1/1 & VIEW HEAD 6 SILL, RADIUS TOP SILL) (RADIUS TOP HEAD) FRAME CORNER CONSTRUCTION �1 1.165 r .08Tj49 31 SASH SIDE RAIL 28 SASH BOTTOM RAIL (LOW) J vDs] #40W, 8083-T5 OFLANGE FRAME SILL (HIGH) 68 SASH BOTTOM RAIL (HIGH) 69 44050A, 6003-T6 #4051A, 6053T5 N.VENICE.RW15 (851)4 Im CERT. OF ADIN P8195 WELD ALONG BOSS (2) SL -r05 dl mrsOTNJCt RLVLSFD OGLAZING BEAD 3/16" OR 1/4" .fi83 .050 �PlMgwiN,],FlFk e N�IamS �vr 1.097 I --{ 1.057 GLAZING BEAD 13/16" IG mi N°90 m « L 46 #40s], eo53-Ts ON LYNry .sse ..TY .........4fi 40 GLAZING 3/16" OR 1/4" _ * : NO.58705 : #4046A, 6063-T5 (USED W/ GRILL KIT) = 9 :. 1 �!( aw. '�O •. ATE i� .� EXTRUSIONS %'OF' A4oR1DP �2. 5N I Half 1 9 • 14 1 4032-20 A. ANCHOR QUANTITIES FOR III FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114' ELCO ULTRACONS OR 012 SCREWS INTO METAL WINDOW HEIGHT 28.603 34.603 40.603 46.603 52.603 58.603 76.000 SUBSTRATE: 2-114' ELCOSS4CRETE-FLEX 0 ❑ riOQ`VO�ONO`�O�O o o ❑ o O ❑ ciUWO'ONO o o ❑ ❑ UO'-O o ❑ NUUW o o 0_001 ❑ o 0"�ONzzoz ❑ ❑ U o❑ 0 U 0NUU�0 U ❑ o U 0 02. U ANCHOR TIDE: 3-alz scHEws ANCHOR LOCATIONS ARE BASED ON THE WNDOW GLASS WIDTH TYPE U U U U U U }� U U 3 U U U U 3 3 FOLLOWIING DIMENSIONS. HEAD-1812"MAX. FROM TOP CORNERS JAMBS- 1712' MAX. FROM TOP CORNERS B,D,F,G, 1 1 1 1 1 1 1 1 1 1 1 _1 1 1 1 1 1 1 1 1 1 1 H,J 1;2 1�2 1!2 2 2 112 2i2 212 2;2 2 2 2;3 2 2 2 2 2i3 2 2 2 3 2i3 2i2 33 313 212 3 3 34 3 3 3'3 1S MAX. FROM BOTTOM CORNERS 19.125 6' MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED A6E,1 1 1 'I _1_ _1 _1 1 1 _7 _1 _7 _ 1 1_ __1 1 1_ _ 1 1_ 1 _1_ 1_ _1 1_ _1 112 12 112 2�2 11`2 2�2 2'2 2!2 2L2 213 2i2 212 2�2 2T2 2i2 2'2 212 212 2!2 212 212 213 212 212 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF B,D,F,G, 1 1 1 _7 _1 1 1 1 1 1 1 1 1 4 1 1 1 3!4 1 1 1 1 i 3i3 1 4T4 1 313 1 4T3 H,J 1�2 iT2 2 2 2T3 1�2 2'2 iTj 2i2 2T3 2'3 2T2 3 8 3 21,2 313 2(2 3�3 314 2�2 NOTE 2. 24.000 4,DESIGNPREsSUKLIM1TATIONs: AC,E,I -1. 1 1 _i_ 1 1 1 1 1 1 1 1 1 1 1_ _1 1 1 1 1 1 1 2T3 1 2'2 1 2i3 112 1 2 212 213 112 2 2 2i3 212 2i3 3 3 212 313 2i2 2i2 212 2r2 2 2 212 2!2 2T2 2!2 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITAUCIZED VALUE ABOVE THEM, INDICATE PSF 119 119 B,D,F,G, 1 1 2 1 2 2 1 2 2 2 2 1 2 2 1 2 2 _1 2 2 1 2 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY _2 2 2 2 2!3 2I2 2T3 2 3 2�3 2 3 3 4 _1 2 3 3i3 3 5 2I3 3;4 3 4 3'3 3 4 3r4 3�3 314 4 5 3'3 4i4 of ANCHORS SHOWN IN Bolo, DUE TO ANCHOR THE MAXIMUM 32.000 H,J 2 2;2 1 i 1 1_ 1_ SPACING LIMITATIONS. OTXERWISE, SIZE AND A4E,1 1 - 22 1 - 2 2 1 - r- 2.2 1 _..T 2,3 1 _T 2.2 _. 1 2,3 1 - _ 23 1 ... ,. 2 3 1 - . 2.3 1 3,4 1 , - 213 1 -.- 3 3 1 - L_.. 2,3 1 r 2'2 1_ __ 213 1 23 -. 2 2 ....._.... 212 _. 2.3 ,1 2:2 3,2 2,3 �. - 212 .�_ 3 3 DESIGN PRESSURE FOR THE RESPECTIVE CLASS TYPE IS AVAILABLE 5. SEE NOTE 4, SHEET 14 FOR METAL SUBSTRATE PSF 103 117 119 REQUIREMENTS. 8,D,F,G, 2 1 2 1 2 2 2 2 2 2 2 2 2 1 _2 2 1 2 H,J 2'2 212 2!2 _2 213 _2 3�4 213 3',4 314 213 3'4 _2 3J5 2I3 3;4 _2 315 _ 3;3 4 4 4 5 3i3 4'4 415 3'4 4!4 37.000 2 1 2 2 +2,3 2 1 2 2 2 2 2 1 2 2 1 __ 1 _AC,E,I 1 _1-__ 212 __ 2 2 :T 2:2 —.7_T_ 213 3,4 2 3 34 314 r_r 213 3,4 2 3 2i3 2;3 -_ 2�3 2i2 213 2 3 2 2 3i3 3T4 2i2 313 PSF 96 108 120 119 B,D,F,G, 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 _2 2 2 2 _2 TABLE KEY' 40.0D0 H,J 22 _2 2 2 2 2 3:3 2 3 313 3(4 2 3 3 4 _2 3'S 3I3 3;4 3;5 _2 3,3 4!5 _2 3 5 3;3 4.5 4i5 3i3 4T5 4 6 3�4 4 5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2_ (DP LIMITED) gG,E,I 2 "212 2, 2 2i 2 3� 3 2�3 �3 34 213 3i 4 3 4 2' 3 314 2T4 213 313 213 2t 2 2i 3 213 2i 2 _2 3r 3 4 _2 212 33 MAX pSF 118 HEAD 2 JAMS ABOVE 213 PSF 87 99 109 119 3 2 2-_ 2 2 3 2 2 2 2 _?_ 2 . 3 _ _ �.. _ �_ _3 2 313 ._2_ 4 4 _3 ._ 4�6 3.4 2_ 3 415 315 313 415 _3 4�5 3i3 45 4-8 414 5 5 MTG. RAIL 44.000 H,J 2i2 212 212 3T3 2;3 3�3 3.4 313 3f4 3�5 2 2 2 2 2 2 2 2 2 2 JAMS BELOW AC,E,I 2 2T2 2 212 2 2i2 2 2i3 2 213 2 313 2 314 2 2�3 2 3T4 2 314 _2 2I3 2 314 314 2T3 3'-3 2I3 213 213 _2 2!4 213 313 _2 3 4 21:3 314 MTG. RAIL YRDDJCf REVISED �mwnns»1u u. Fti.;a. ( FULL ) of PSF 79 119 90 100 113 114 119 2 .2 2 2 2 2 2 3',3 2 2 3 2 3 3 3 3 4 2 3 3 2 3T4 3 4 6 2 . r_ 3 4 3 �_ 4 5 _ 3 1 4 6 3'4 2 3 415 3 4'6 2 3 4 12 3 4 5 3 - 4'16 _ 2 3T4 3 _ 4 5 .3 517 2 4 4 3 5?6 .48.000 HEAD 2B,D,F,G Y U H,J 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JAMB ABOVE 213 M eD gC,E,I -2'2 2'2 2 T4 2 2�3 2 2 3 2 23 2 314 2 2 3 3 4 34 23 3!4 - 3.4 2 3 3''3 - 2.4 2 3 3 3 Y!4 r 2.3 _.__ 3.3 . 3 4 2I3 3:4 MFG. ` 11 JM/B BELOW `.� p LYN/a PSF 72 118 82 90 103 103 118 113 fir''RAI- .. ��GENgF M�C�''� B,D,F,G, 2 2 2 3 3'3 2 2 3 2 3�3 3 3r4 2 3:4 3 3 4 3 3 5 2 3i4 3 4'.5 3 4 83�4 2 3 4;5 3 4!6 2 3 4 3 4,5 3 2 3 5�6 3 i 7 2 415 3 5�B �a1�' SEE TABLE 1 FOR FULL DP '*r Na58705 53.125 H,J 2i2 2;2 2�2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2; *_ AC,EJ 2 Y2 2 212 2 - 212 213 213 - 2'�3 214 2.3 3'4 _2 3'4 -- 3 3,, .. ---334233 r .1 3'4 _. 43152,33,4 _._r__�._ _ A1.( 0� . STATE OF or�recX+,o e.vEncE.a]a96 Lea,l.eo-,em OFRr.ornVTXamesS 1° "' n@i,un,�iv xr m4rvE o AN HORAGE SPACING, 1/1 WINDOWS NON -IMPACT �,b we A. LYNN MA!LL'it P.E. 4032-T0 G FL REX 58705 ALUM. SINGLE HUNG WINDOW, JR 1 A.G. NO CiLWOES TNMJ SHEET. SMW _ NTS u.e 10 14 F.K %/4A$ JJ. MiNS ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WWDOW HEIGHT SUBSTRATE: 29.655 37.165 44.B55 52.155 59.655 67.155 74.655 76.WD ANCHOR E. go ESN0 U ❑ ON? o fo�zo ❑ U OW g❑ U N❑'-Oni3�0 O ❑ z U 0 ❑ Qe"OO�Oc+p�O'-O 3 O ❑ ❑ 5 O O o U �19 w0❑`0 5 V ❑ U �14`v V•-U 5 ❑ VINDOWIGLASSWIDTH TYPE PSF 113 119 19.125 B. O, F,_1 H.J 111 1 tri 1 111 1 2T,2 1 2F2 1 2i2 1 212 1 _...r. 2 2 1 2i2 _ 1 3f2 1 __. 22 ._ 1__1-_i_. 3 2 313 2!2 1-_1 312 3'3 1 2i2 1 .. 3 2 .1 3T3 __ 3T2 _ 3f3 3-F3 __ ..—_ 312 312 A,GE, G,I 1 1f1 1 1T7 1 1T7 1 2)2 1 212 1 212 1 -2; -2 1 212 1 2T2 1 3'2 1 212 1 3f2 1 2(2 1 2!2 1 3T2 1 2f2 1 2f2 1 212 1 2(2 1 2f2 1 2�2 1 22 1 2f2 1 2i2 PSF 90 119 103 119 24,D0B H.J 1 1 111 7j1 2(2 212 2 2 3,3 212 312 313 2T2 3 3 4173 7_ 2 3104 1 413 1 3 3 1 3�2 1 4�-3 ,1 3T3 1 3(2 1 4l3 1 313 1 3 2 1 3!3 A,C,E,1 G,I7 T-1 1'1 1f1 2r 2T2 2 2 313 2T2 32 313 212 3r3 2�2 212 3!2 2!2 1 2i2 1 2F2 1 2f2 1 212 1 2T2 1 2f2 1 2T2 1 212 PSF B8 111 77 111 119 32.000 B H, JF 1T7 1f1 T I, 2f2 2 2 2T2 9F3 PT3 3?3 T 3J3 44 4-14 3�3 514 424 3T2 4�3 414 !2 4 3 414 3T 4 3 A.C.E. G.1 2 1T7 1 1,1 2 117 2 2.2 1 212 2 2.2 2 3!3 1 2T3 2 3; 33 2 4 3 1 3 3 2 4f3 2 3 3 1 33 1 3.3 1 2 2 1 212 1 2.Y 1 212 1 222 1 2'12 2222 1 212 1 212 1 212 PSF 59 96 67 96 109 119 37.000 B, D F, H,J T 1 __ 1' 1 _..,_. 1?1 2?2 222 22 12 2 S 3 2 213 2 3i3 2 .. 4i4 2 313 2 ._. 4,4 3 . 4f5 . 2 43 2 5i4 2 _ 4'4 1 .,. 3.3 2 513 2 414 1 413 2 ..,, 5i4 2 4f4 Fl—F2 313 5i4 A.C.E. G,I 2 T 1 11111 2 2 2r2 2 2T2 2 2.2 2 3 9 2 213 2 313 2 4 44 2 3 3 2 4',4 2 3T3 1 3i3 2 413 1 312 1 212 1 3,2 1 2 2 1 2�2 1 912 1 2 2 1 212 1 3i2 PSF 54 89 62 69 101 113 119 4B4OBB B, D. F, H.J 2 111 2 1T-1 2 11 2 212 2 212 2 212 _3 33 2 3�3 2 3T3 3 4i4 2 313 3 4!4 3 5!5 2 4.3 3 5,4 2 4 4 2 3T3 2 614 -_2 Sr 2- 4 3 ,2 5i4 2_-2_ 5T4 4,3 _2_ Sj4 A,C.E, G.1 2 1 1 2 j,T 2 111 2 2 2 2 212 2 2,2 2 3 3 2 3 3 2 313 2 4.4 2 313 2 4�3 2 413 2 3,3 2 43 2 3.3 2 2r2 2 32 2 3�3 2 2 2 2 2 2 _2 3 2 3 3 212 3 2 PSF 49 81 56 81 119 92 102 117 118 44.000 B. D. F, H,J 2 �1� 2 1r1 2 1 3 2,2 2 212 2 2;2 3 3i3 2 3F3 3 313 3 4T4 2 31j3 3 4f4 3 5i5 2 413 3 3 2 2 3 2 2 2 515 2 413 2 54 5 6 4f5 4 3 5F4 5f5 4T3 5T4 A,C,E, G,I 2 1T7 2 1'1 2 1f1 2 2.2 _2 2'2 2 212 2 313 _2 33 2 3T3 2 3F4 2 313 2 313 2 4!4 2__ 3T3 2 4'3 2 A 2 2 22 2 313 _2 3i3 2 T 2 3 3 2 3f3 2 3�2 2 313 45 74 51 74 119 84 94 107 109 114 B. 2 111 2 �1112122i2223T33�333444144'45;54.45�55154,35145. 2 3 2 3 9 2 3 3 2 3 4 2 3 3 2 3 3 2 4,3555I5 3 3 2 e35..4 3 2 _ 111 2 1 �f 2 1�1 2 212 2 _ 2i2 2 22 2 3(3 2 3.3 2 3'.3 2 3,4 2 33 2 313 2 3�4 2 3 3 2 4�3 2 3�3 2 212 2 33 2 3 3 2 32 2 3 3 2 3i3 2 312 2 3i3 4A.c.r, 4f 67 46 67 1f0 76 85 fig 9798 1f2 3 1T7 2 t'1 2 111 3 2I2 2 2'2 3 2'2 4 313 2 3!3 3 313 4 4!4 3 414 3 414 4 5!5 2 414 3 5;5 3 55 413 3 5 4 3 5'54!3615 3323 5'6413 6T5 2 2 111 2 1!7 2 212 2 2 2 2 Y�2 2 3 3 2 312 2 _ 313 2 _.111 3T4 22_„,. 3 3 313 3i4 2 3 3T3 3T3 2�2 3i3 313 2I2 3i3 3 3 3 2 3,3 Iwt)aeo-t®o CERT.QFNRKl£ ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-114' ELCO ULTRACONS OR #12 SCREWS INTO METAL 2-1/4' ELCO SS4 CRETE-FLEX 3-#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD-181/2' MAX. FROM TOP CORNERS JAMBS -17 iW 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. 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, DUE TO ANCHOR SPACING LIMITATIONS. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE, RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. S. SEE NOTE 4, SHEET 14 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: IDP UM ED) MAX PSF 117 HEAD 3 JAMB ABOVE 3 3 MTG. RAIL JAN13 BELOW MTG. RAIL FULL DP 41pjtl6 "'"` HEAD 2 JAMS ABOVE 3' 2 R. NITS. RAIL P,o... ulu JANE BELOW 1 Y LYNN NTTG. RAIL J,ON......., :�`'�:V\GENgF SEE TABLE 2FOR FULL DP _ y , No. 58705 SN I NTS1 11 + f4 1 4032-20 PI� ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD 8, JAM CUSTOM FLANGED WINDOW HEIGHT MINUS SASH WINDOW HEIGHT MINUS SASH HEIGHF FROM TABLE Q. SUBSTRATE: 17.125 22.668 28.211 33.754 39.290 44.839 50.382 ANCHORTYPE: ❑ NO�O U U `ONO`v0`01`JO�O` ❑ U U ❑ U o 01`TO� ❑ U O` 01,101,01 01`10 0` 0 O ❑ NgUg�O`OnpUp o V ❑ o �O WINDOW GlA55 WIDTH TYPE 3 U U U S U U 3 U P5F 119 779 ,D.F. - 1.. _.1_..� 4 4 9 _�..H,J'1 4 4 3 1 1 2 2 2 2 3 2 3 3 3 19.1251 _ 2 2 2. 2_ f2:,____.1_7 __1... 3 2 3 3 3. 4 aA,gE,I 1 1 L. _._2 --3 _....1 ..... _1 2 2 2- 3' 2 3 '3' 3 3'-3 4 3 3 PSF 119 119 119 --_1.__ i_.. B.D.F. 1 1 1-_ 1_.. 1 1__1_.t_ 7-_7.-1. 4 H.J 1 -1 1-2 2 2 3 2 3 4 3 4 3 4 5 3 3 5 4 24.000 c _ 1_ .__ _.7_.._. _ 1 -2- _4.. _3 4_._4 3 4 5..3 5_ -.5_....1 ..3. 2.._3. 1, 1 1 1 2 2 1_ 7_ 1 1 1 1._ 1 1- 1_ 1_. A.C,E.I ._ 1 _ '1---..--2- 1_ _ _. -2 _ - 2 -1" 3� 2 _7 3 _41 4 _ 3 _4.. _t _a --3-4 3 _. 3 4-3 -3 PSF 1f0 f05 18 f06 119 77U 119 7. _2 2 1 2_. _2__1_3_2.5.. ..... 2' 3 3 .2...2..t 3 4 3 4 5 4 3 1 4 6 8 5 32.000 0 ... _ ._ . _ 7 . ?_. .. 2 _� . 3- 2 3 4- 3 4 5'4 5 5 4 6 5-'4 1 1 1 1 2 2 2 1 2 J 2-_ 7.- 1 2 2 1 1 1 _. 4 1 1_ 0.C,E,1 -.2. 1 1 -1 1 2 2 _2_ 2 3 _ 3 _-2_ 3 _2 3 8 3 4 7 -d- 4 - 4' 3 4 4 3 PSF 2 10 2 1 2 2.... 2_ 5 2_ 110 3 2 8 2_ 3_ 2_ 3 2 ?_..2_. 2. . D. F. 2 _ '7 ,_.1_ 1 "2 �2 2 3 9 3 . _ 4 4 _ 4 5 4 _ 6 6 5 8 P 5 37.000 H J 2 1 2-. 2 2 2 3 ..2 _...._ 2 G - 1- 1" 1"' 2 2 2 3 3 -. 3 . 4 4 4 5 4 5 8- 5 8 6 4 2 1 2_ 2 2 2_ 1_. 2_ _2 1 2 2 1_ 2. _ 2. 1__ _ 3 4 A.G,E,I 2 1 2 _2_ 3 _1_ 3 _ _ 7 _2 4 3 4 4 3 4 4 3 PSF 1 9 B3 98 9 8 f01 103 11 2. 2._ �_ 3 _3 . _ _ . .. _. _. 1 __.. 1 1� _2_.._2_ 1 2 .2 2 . 3 _.2 3 3 _ 4 __ .._ 4 __ 4 _3_. 6 5 5 6 5 6 6 5 40.D00 H J 2 2 2 2 2 2_ 2 2 3 2 3 3 2 -3_ _3 -._8 8' G 1 1 1 -3 2 2 _ 3' 3._.3.. _4 "4 4..5 5 8-_5 4.. 2... �. 2 2_ 2..2 2 2. 2__3.. 0.REJ-._2. t 1 i 2 ___.2 2 2 3 _2 37 -3' _2_. 4 _2__-.2 5 4 4-' 3 5 4 3 5 4 3 PSF 84 7 86 12 77 9 16 0 119 93 B. 2 2 2 3_._. 2. 3 ._?.. _2. 3 .3__„2. 7 3.. .2 _2_..3_.2. .F, H, J 7 .-1 1- 2 2 2 _3.._?. 3 3 3 4 4 4 6 5 5 6 5 5 7 5 2 2 2 3._ 2_ 2 3 3_ 2 3 3 2 _ 3_ _ 3_ _2 44,000 _ 1 2 2 _ _ '2 _J 3 _2, 9 _3_ 3 _ _ 4 -_2_ 4 4 _] 5 _ 4 6 e 4 8 6 S 2- ?-'2""2 2" 2 .. 2.__2. 2.2 _2 2 2 AC,E,I_ ..2..2__.. 1 1 1 2 _2_ 2 2 3 3 3' '4- 4 d-_ -A- 4 4- 3 4 3 3 4 4 3 PSF to 102 -14Z 71 82 1073 =5 W 78 87 78 90 80 B.O.F. 2.. -2 -2 2_ 3_ 4 _2 3_._3. _2 _3. 3. 2_.3_. 3_.2 1 1 7 _3. _2 _ .. 3 3 3 4 4 4 5 6 6 6 8 6 7 5 48.000 KJ G 2. 2__ 3__3 2_ 3. _2_._3_ 3__2. 5 3 6 _3 6 2 5 3_32 6 6 -5 7 1- 7 2 2 2 3 3 3 4 4 4 S 2 2 2_ 2. 2. 2_. 2 2 2 „2 2 2_ 2 2 2..2. 2 1 7 2 ,, 2 2 3 3 _2 3 4 3 4 ; 3 4 4 3 4 4 3- PSF i 1 2 ] 4 4 3 3 2 3_ 3_ 2. 2 1 3 -2- _2 -2_ _3_ __ _ 3 .� _ 4 4 _3_ 6 5 5 6 _J__2_ 6 6 _3. 5 7 6 53.125 G , 3_ -2-' 3 3 -'3 2 ' 3 3. 3 _3-. 4 _2 4 .._. 4 _3-.2__ 5 4 .. 5 .. 3_.. 8 2__.. 3 .. 5 3 6 2 5 1 1' 1, 2 2 2 2 2 2 2., 2 2 2 2 2. 2 --4 2 ..3 2 2 _4 _2__ "3 1 1 1 2 2 2.... 3.. 3" 3....4.. 3' 4.. -4 3 4 4 10mTEGWOLOGYDwvE N. YEMCE, fL]iR5 AIVCFII CE.T.OF AIITN R9GW ALUM. Aa✓ttr♦' JF 069Bvi] G NO CHANGES THIS SHEET. :unwmsuvAvm SH FK 1KN6 J.J. 92fAi1 ANCHOR QUANTITIES BELOW MEETING RAIL (JAMBS), CUSTOM FLANGED WINDOWS BASED ON SASH HEIGHT TABLE 8. SASHIEIGHT SUBSTRATE: 12.776 15.778 1 18.776 21.778 1 24.776 1 27.776 1 30.776 31.108 ANCHORTYPo$ WPMIDOH MAX n ry �5 U w8-01- O 0p o £�Sr,Qry 0 0 0 0 .- p0 ,^.5p o rv$�8rvpry O po i S` o o NS"�u�o i po Np�U` Op _'120 -110 2 1�$ 2 2 2 2�.5 25 2i5 2 25� 2 2 35 2 3 35 2 3 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 -95 2 1 7 2 19.125 -80 1 1 1 2 llf 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 415 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -50 1 1 1 1 1 2 2 2 2 2 2 2 2 212 2 2 2 2 2 -120 2 2 2 NA 2 2 3 2 2 3 2 3 3 2 3 4 2 3 4 3 4_ 4 3 4 -'110 2 1 2 2 2 2 3_ _ 2 3 2 2 3 2 3 4 2 3 4 2 3 4 2 3 24.000 '95 430 2 2 1 1 2 1 2 2 1 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 _ 7_ 2 _2__ 2 2 2 2 2 3 2 2 3 2 2 .65 t 1 1 __2 2 1 2 2 12 2 2 2 2 -2--2 22 2 2 2 2 2 2 2 -50 1 1 1t 1 1 1 2 1 1 2 2 2 2 2 2 2 2 z 2 2 2 2 2 2 .120 NA 2 2 NA_ 2 NA 3 3 3 3 3 3 4 3 4 5 3 4 5 3 4 5 _ 3 4 -110 2 2 2 NA 2 NA 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 4 3 4 32.009 2 2 2 NA 2 2 3 2 3 3 2 3 3 2 3 4 3 2_ 3 4 3 4 4 3 4 ---95 -60 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 2 3 4 2 3 4 2 3 _65 2 1 2 2 1 2 2. 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 -50 1 1 1 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -720 NJI 2 NA NA 2 NA MA 3 3 4 3 4 5 3 4 5 3 5 5 4 5 5 4 5 -110 NA 2 2 NA 2 NA 3 3 3 4 3 3 4 3 4 5 1 3 4 5 3 5 5 3 5 37.000 -95 2 2 2 NA 2 NA 3 2 3 3 3 3 4 3 3 4 3 4 3 5 4 3- 3 1. 1 3 5 4 3 3 4 4 -80 2 1 2 NA 2 2 _ 5_ 2 2 3 3 2 3 3 3 3 3 3 -GS 2 7 2 2 1 2 2 2 3 2 3 3 2 3 3 1 2 3 3 2 1 3 3 2 3 .50 1 1 1 2 1 2 2 1 2 211 2 2 3 2 2 3 1 2 2 3 2 1 2 3 2 3 .120 NA 2 NA NA 2 NA NA 3 NA 4 3 4 5 3 4 5 ] 5 8 4 5 8 4 5 -110 NA 2 NA NA 2 NA NA 3 3 4 3 4 5 3 4 5 3 5 5 3 5 5 4 5 .95 NA 2 2 NA 2 NA 3 2 3 4 3 3 9 3 3 4 3 4 4 5 3 5 400DO -80 2 2 2 NA 2 2 3 2 3 2 3 2 3 3 3 3 4 3 3 4 4 3 4 �5 2 1 2 2 2 2 3 2 3 2 3 3 2 2 3 2 3 2 3 3 3 3 3 -50 2 1 1 2 1 2 2 1 2 2 2 2 3 3 2 3 3 3 2 3 -120 NA 2 NA NAANANA3_,NANA 3 4 5 3 5 6 4 5 $43 6 6 4 8 •110 NA 2 NA NA 2 NA NA 3 NA 4 9 4 5 J 4 6 3 5 5645 NA 2 2 NA 2 NA NA 3 3 4 3 4 4 3 4 $ 3 4 5 5 3 5 44000-95 -80 2 2 2 NA 2 NA 3 2 3 3 3 2 3 3 4 3 3 4 3 4 4 5 3 4 50 2 1 1 2 2 2 2 3 2 3 3 3 2 3 3 3 3 3 4 3 3 2 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 3 2 3 -120 NA 2 NA NA NA NA NA 3 NA NA 4 4 1 NA 4 5 B 4 6 7 4 6 7 5 6 •110 NA 2 NA NA NA NA NA 3 NA NA 3 4 5 4 5 6 4 5_ 6_ 6 4 6 B 4 8 -95 NA 2 NA NA 2 NA NA 3 NA 4 3 4 4 3 4 5 3 5 3 5 6 4 5 ,8000 -BD 2 2 2 NA 2 NA NA 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 -65 2 1 2 NA 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 3 �3 3 3 4 3 3 3 3 3 -50 2 1 2 2 1 2 2 2 2 312 2 3 2 3 3 2 3 -120 NA 2 NA NA NA NA NA NA NA NA 4 NA NA_ 4 5 NA 4 6 7 5 7 7 5 7 -110 NA 2 NA NA NA NA NA 3 NA NA 4 NA NA 4 5 1 NA 4 6 7 4 6 17_ 4 6 53.125 -05 NA 2 NA NA 2 NA NA 3 NA NA 4 3 4 6 4 4 6 4 5 6 4 6 8 4 6 -BD NA 2 2 NA 2_ NA NA 3 3 3 4 4 _4_ 3 5 4 3 4 5 3 5 5 3 5 4i5 2 2 2 NA _ 2_ 2_. 3 2 3 4 2 3 4__ 3 3 4 4 3 4 4_ 3 4 -50 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 3 3 4 3 3 CERT. OF AUTKO 1. ANCHOR TYPES: 1 -1/4' ELCO ULTRACONS OR #1 SCREWS INTO METAL 2 - IW ELCO SS4 CRETE-FLEX 3-#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS FOR BELOW THE MEETING RAIL. JAMBS - 6' MAX. BELOW MTG. RAIL IS- MAX. FROM BOTTOM CORNERS SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES FOR BELOW THE MEETING RAIL USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE WITH THE TABLE ON THE PRECEDING PAGE TO COMPLETE THE ANCHORAGE REQUIREMENTS FOR CUSTOM VIEW WINDOWS. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 SS' MIN. TO 38' MAX. 5. SASH SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED 'NA" IN THEM, MEANS RESPECTIVE ANCHOR AND SUBSTRATE COMBINATION IS NOTAVAILABLE FOR THE RESPECTIVE MAX. PER 6. SEE NOTE 4, SHEET 14 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: JAMB BELOW MTG. RAIL _ * /; NO.58705 Sn I NTS 1 13 d 14 1 4032-20 E1I eL-JEXTERIOR INTERIOR* NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY 1.3/4" MIN. EDGE WOOD ANCHOR (ULTRACON ANCHOR) (ALL HEAD AND SILL DETAILS) WOOD NCHOR APPROVED I/4' ELCO ULTRACONS OR I/4'SS4 CRETE-FLEX. MINIMUM DISTANCE FROM CONCRETEANCHOR ANCHOR TO CONCRETE EDGE IS 13/4- FOR ULTRACONS INTO CONC.,2-112'E.D. FOR 2-1/2' MIN. EDGE (SEE NOTE I&3) 2x WOOD BUCK ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC. (CRETEFLEX ANCHOR) (SEE NOTE 3) 1"MIN. EDGE KSI MIN. IN TAILS DADE COUNTY, USE #12IC' STEEL SCREWS (F16 2. FOR WOODCRETE-FLEX x 2-I2' COMMON NAILS NL CM CRETEFLEX FOR DETAILS B & D OR 0 N NA IN MO SNOT PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 10—FIN MOUNTED S-0 Z ( CONCRETE CO '113/4"MIN. _ ONLY(SEE DETAILS E,FANO GTHIS SHEET) (SEE E •' 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE OPTIONAL 1x�' o (C 1 316^ WOODBUCK MIN. TOTAL THICKNESS IS LESS THAN 112'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS Zx ARE (SEE NOTE 3)) 1 12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE 1/q^ 1/4, ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF SHIM 6063-T5 AND A MINIMUM OF I/6'THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS, $HIM DETAIL DETAILA DET THE MATERIAL SHALL BE A MINIMU M STRENGTH OF 33 KSI AND A MINIMUM OF.045' —A — THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE AN12 SHEET METAL SCREW WITH FULL i-1/4" MIN. EDGE (CMU) 1-3/4' MIN. EDGE (ULTRACON INTO CONC.) 2-12'MIN.EDGE(ULTJCRETEFLEX INTO CMU& CRETEFLEX INTO CONC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA MET, THE RESPECTIVE DESIGN ENGAGEMENTET,MAY 1-3/4'MIN. EDGE (GONCJ PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS BE USED. 131S�{ S. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 1/4'MAX. SHIM+I •,v 1/4'MAX. SHIM�I MIN" 6. FLAT HEAD ANCHOR$, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. T. MATERICONTACALS,INCLTH UDINGTOOINTOOF F BS NOTLIILARMITED SHALLS MEET,THATHE REQUIREMENTS THE 131' DIA. MIN. X 2 1/2" NAIL, AT CORNERS AND 5" O.C. CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) 3.35 KSI MIN. CONCRETE 1 (v~— OR 1.5 KSI MIN. CMU x BUCK OPTIONAL WITH SOLID CONCRETE OR :MU SUBSTRATE (SEE NOTE 3) MAX. SHIM FLORIDA BUILDING CODE. V I FH BELOW MEETING RAIL. (SEE NOTE 2) 4 INTERIOR (ALL JAMB DETAILS) EXTERIOR DETAIL D V EDGE 1/4' - MWOOD FRAME — SHIM SHIM E — .131"DIA. MIN. 5/e"MIN. EDGE ,F x 2 1/2" NAIL. iT CORNERS AND 5' O.C. I( II L,x 1"DIA. MIN �Ilr=ltll 1/4" dS 2112 NAIL, II MAX' ATCORNERS SHIM AND 5'D.C. DETAIL F (HEAD) DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE ry41)4Wa CERtCFAUMM M WOOD FRAME WI-112- ONY LYNN BEDMENT �IGENgf DETAIL G, (SILL) '#; No. 58705 /r =vip1 � :HORAGE DETAILS ��'�S�ONAL E A. LYr1MOLLIA IM. SINGLE HUNG WINDOW, NON -IMPACT m.Nx, seaooI NTS 1 14 • fa