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HomeMy WebLinkAboutProduct Approval; Single Hung Windows,,y Florida Builduig Code Online PY rage 1 oI 4 BCIS Home I Log In I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I B Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail Product Manufacturer Address/Phone/Email Adthorized Signature 0 Technical Representative �t n Address/Phone/Email `Oo C.�� 01 CD y Quality Assurance Representative Address/Phone/Email � r hh J w Cn w Z Category °v; o . to Subcategory �- w o� O.+ 00 Compliance Method c Certification Agency FL239-R10 Revision 2004 Approved C PGT Industries 1070 Technology Drive Nokomis, FL 34275 (941) 480-1600 ext 21124 Itu rner@pgtindustries.com Lucas Turner (turner@pgtindustries.com Lucas A. Turner 1070 Technology Drive Nokomis, FL 34275 (941)480-1600 Iturner@pgtindustries.com Windows Single Hung Certification Mark or.Listing Miami -Dade BCCO - CER http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquSIBu8CAEm... 9/11/2007 Florida Building Code Online Page 2 of 4 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Standard TAS 201, 202, 203 TAS 202 Method 1 Option A 08/01/2007 08/01/2007 08/02/2007 08/21/2007 Summary of Products FL # Model, Number or Name Description 239.1 SH-4000 (Non -Impact, Aluminum Single Hung W Heavy Duty Meeting Rail Limits of Use Certification Agency Ce Approved for use in HVHZ: Yes FL239 R10 C CAC 400( Approved for use outside HVHZ: Yes 03.pdf Impact Resistant: No Installation Instruction Design Pressure: N/A FL239 R10 II 4000-HDP Other: Please see Miami -Dade County Notice of Verified By: Miami -Dade Acceptance (NOA) #06-0706.03 for product performance information, anchorage details, and anchor tVDe. size. and Wacina information. IIIII239 2 IiStandard (Meeting Rai) 11Non-Impact, Aluminum Single Hung W - Limits of Use Certification Agency Ce Approved for use in HVHZ: Yes FL239 R10 C CAC 400( Approved for use outside HVHZ: Yes Installation Instruction Impact Resistant: No FL239 R10 II 4000-06 Design Pressure: N/A Verified By: Miami -Dade Other: Please see Miami -Dade County Notice of Acceptance (NOA) #06-0706.04 for product performance information, anchorage details, and anchor Woe, size, and spacing information. �239.3 �ISH-600 (Non-Impaci Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes t� •. kluminum Single Hung W :ertification Agency Ce FL239 R10 C CAC 600- [nstallation Instruction http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquSlBu8CAEm... 9/11/2007 i T Florida Building Code Online Page 3 of 4 Impact Resistant: No FL239 R10 II 600-06-1. Verified By: Miami -Dade Design Pressure: N/A Other: Formerly known as SH-701. Please see Miami -Dade County Notice of Acceptance (NOA) #06-1211.07 for product performance information, anchorage details, and anchor type, size, ands acing information. 239.4 SH-700 (Impact) jWinGuard Aluminum Sing Limits of Use Certification Agency Ce Approved for use in HVHZ: Yes FL239 R10 C CAC 700- Installation Instruction Approved for use outside HVHZ: Yes Impact Resistant: Yes FL239 R10 II 700-07-0. Verified By: Miami -Dade Design Pressure: N/A Other: Formerly known as SH-701. Please see Miami -Dade County Notice of Acceptance (NOA) #07-0322.06 for product performance information, anchorage details, and anchor type, size, and spacing information. 239.5 SH-800 (Large Missile Multi -Story Aluminum Sin 11 Impact) Limits of Use Certification Agency Ce Approved for use in HVHZ: Yes FL239 R10 C CAC 800- Installation Instruction Approved for use outside HVHZ: Yes Impact Resistant: Yes FL239 R10 II 800-LM-0 Verified By: Miami -Dade Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #06-1010.03 for product performance information, anchorage details, and anchor type, size, and spacing information. HVHZ must follow all provisions identified as "Miami -Dade" on the NOA drawings. 239.6 SH-800 (Small Missile Multi -Story Aluminum Sin Impact) Limits of Use Certification Agency Ce Approved for use in HVHZ: Yes FL239 R10 C CAC 800- Installation Instruction Approved for use outside HVHZ: Yes Impact Resistant: Yes FL239 R10 II 800-SM-C Verified By: Miami -Dade Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #07-0306.11 for product performance information, anchorage details, and anchor type, size, and spacing information. HVHZ must follow all provisions identified as "Miami -Dade" on the NOA drawings. Back j I Next http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 9/11/2007 Florida Building Code Online Page 4 of 4 •. DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florlda 32399-2100 (850) 487-1824, 5uncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Discl, Product Approval Accepts: ® ® Et hEtk FOMI VcriS3gnm 5aenrad Babb YERiFY► http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... a v 9/11/2007 1 , t GENERAL NOTES: NON -IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLA7JNG OPTIONS: (SEE DETAILS ON SHEET 2) A. 3116" ANNEALED GLASS B. 3/16" TEMPERED GLASS C. 1/4' ANNEALED GLASS D. 1/4' TEMPERED GLASS E.13/16' I.G.,1/8' ANNEALED OUTBOARD, AIR SPACE,1/8' ANNEALED INBOARD NOA DRAWING MAP F.13H6' I.G.,11W TEMPERED OUTBOARD, AIR SPACE, iV TEMPERED INBOARD SHEET G.13/16' I.G., 3/16" ANNEALED OUTBOARD, AIR SPACE, 3/16' ANNEALED INBOARD GENERAL NOTES...........,.! GLAZING DETAILS ............ 2 H.13H6' I.G., 3/16' TEMPERED OUTBOARD, AIR SPACE, 3/16' TEMPERED INBOARD DESIGN PRESSURES_..... 3.5 ELEVATIONS .................. 6 1.13/16' I.G., 3/16' ANNEALED OUTBOARD, AIR SPACE.1/8' ANNEALED INBOARD VERT. SECTIONS ............. 7 HORIZ SECTIONS .......... 7 J.1311W I.G., 3116' TEMPERED OUTBOARD, AIR SPACE, 1/8' TEMPERED INBOARD PARTS LIST ....................... 8 CORNER DETAIL .............. 9 2. CONFIGURATIONS: "Or (111, VIEW AND RADIUS TOP, ALL W1 LOW OR HIGH SILL OPTION) EXTRUSIONS .................... 8.9 ANCHORAGE ....... ............ 10 -14 3. DESIGN PRESSURES: SEE TABLES 1 THROUGH 3, SHEETS 3 THROUGH S. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. C. DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 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 FTL-4653, FTL-4854, FTL-4655, FTL-4856, FTL-057, FTL-4658, FTL-4886 AND FTL-4959. ANSUAF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-20DO ALUMINUM DESIGN MANUAL PRODUCT REMED 8. SERIES/MODEL DESIGNATION SH800, ALSO REFERRED TO AS SH701.BakiftCods sitl'rr~� L.i21.0 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY A o HURRICANE ZONE (HVHZ). x 11rwa• orc FJC 211OW maw. mii� F.IC aw FJC 11117/OB K 1 F.=5 1101, OTECHNOLOGYMM P T GENERAL NOTES � Z% 07 NOKOM, fi 31276 Tom" P o 69x Ism ALUM. SINGLE HUNG WINDOW, NON -IMPACT L, P.E. NM M,R.84274 mbbHefter jYi*At b" m.m m s- PE#30?12 SHWD NTS 1 a 14 4032-20 C Stractural � � r , A W, BITE ---►4 � —3116" ANNEALED OR TEMPERED GLASS 3116" MONOLITHIC GLASS 3M. SITE EXTERIOR INTERIOR (ALL SECTIONS) -- ' F+--1/4"ANNEALED OR TEMPERED GLASS 114" MONOLITHIC GLASS DM. BITE 118- OR 3116" ANNEALED OR TEMPERED GLASS AIR SPACE 1/8" OR 311 6" ANNEALED OR TEMPERED GLASS 3/16" 13116" INSULATED GLASS ALUM. SINGLE HUNG WINDOW, NON-11 P.O. BOX i61Y 1 _ ►roxows.Fl 3+a4 i�urbtyBamr omm FUN1 2 d 14 --4M20 raeuufn liLVWJ)l ocum*lggwhk*efb W ooIV�O-1211.p l►11 2 Z? d� Rc rt L. RE PEt S?% stmcGtral •y r , DESIGN PRESSURES BASED ON FLANGE TIP -TO -TIP DIM. (INTEGRAL FIN WINDOWS WI SAME DLO ARE 1" SMALLER) 1/1 FLANGE OR INTEGRAL FIN WINDOWS EQUIPPED WI HIGH SILL OPTION WINDOW I WIDTH GLASS TYPE A,C,E,I 19 118" G B,D,F,H,J A,C,E,I 24- G B;D,F,H,J A,C,E,I 32" G B,D,F,H,J A 37" B,D,F,H,J G C,E, I A B,D,F,H,J 40" G A 44" B,D,F,H,J G C.E. A B,D,F,H,J 48" G C,E, 1 A 53 118" G TABLE 1. WINDOW HEIGHT 26" 38 318- 44" 50 5/8. 63" 72" 74" 76" W T' +80.0 -120,0 +80.0 1 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -94.6 +78.5 -78.5 +75.7 1 -78.7 +73.0 -73.0 +80.0 A20.0 +80.0 -12D.0 +80.0 -12D.0 +80.0 -120.0 +80.0 -120.0 +80.0 .114.2 +80.0 -110.1 +80.0 -106.2 0 120 0 +80 0 -120 0 +80 0 -120 0 +80 0 -119 5 +80.0 +80.0 -120.0 -120.0 +80.0 +80.0 -120.0 -120.0 +80.0 +80.0 -120.0 -120.0 +80.0 +80.0 -120.0 -120.0 +80. +80.0 -84.9 +68.9 -68.9 +66.2 -66.2 +63.6 -63.6 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0- -120.0 +80.0 -100.3 +80.0 -96.3 +80.0 -92.6 +80.0 -120.0 +80.0 -120.0 +80.0 -120.D +80.0 -120.0 +80.0 -120.0 +80,0 -112.8 +80.0 -108.3 +80.0 -104.1 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -80.0 +82.0 -62.0 +59.1 59.1 +56A -66.4 +80.0 -120.0 +80.0 -120.0 - +80.0 -120.0 1 +80.0 -120.0 +80.0 -116.4 +80.0 -90.3 +80.0 -88.0 +80.0 -82.0 +80.0 -12D.0 +80.0 -120.0 +80.0 -120.0 +8D.0 .120.0 +80.0 -120.0 +80.0 -101.6 +80.0 -96.7 +80.0 -92.3 +80.0 -120.0 +80.0 -120.0 +8D.0 -120.0 +80.0 -105.0 +80.0 -80.0 +61.3 -61.3 +58.0 -58.0 +55.0 -55.0 +80.0 -120.0 1 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 40.3 +80.0 -94.9 +80.0 -90.1 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -116.4 +80.0 -89.1 +80.0 -84.4 +80.0 -80.1 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -115.0 +80.0 -80.0 +61.3 -61.3 +58.0 58.0 +55.0 -65.0 +8D.0 A20.0 1 +80.0 -120.0 +80.0 -111.8 +80.0 -91.6 +80.0 -80.0 +61.3 -61.3 +58.0 58.0 +55.0 -65.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -100.3 +80.0 94.9 +80.0 -90.0 +80.0 -120.0 1 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -116.4 +80.0 -89.1 +80.0 -84.4 +80.0 -80.0 +80.0 -120.0 +80.0 -113.0 +80.0 -107.0 +80.0 -103.0 +80.0 -80.0 +61.3 -61.3 +58.0 58.0 +55.0 -55.0 +80.0 -120,0 +80.0 -108.0 +80.0 95.8 +80.0 -85.6 1 +76.4 -76.4 +61.3 -61.3 +58.0 -58.0 +55.0 -55.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 1 -120.0 +80.0 400.3 +80.0 -94.9 +80.0 -90.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -116.4 +80.0 -89.1 +80.0 -84.4 +80.0 -80.0 +80.0 -120.0 +80.0 -104.0 +80.0 -93.8 +80.0 -89.9 +86.0 -80.0 +61.3 -61.3 +58.0 58.0 +55.0 55.0 +80.0 -120.0 +80.0 -96.8 1 +80.0 -87.6 +78.0 -78.0 +68.3 58.3 +61.3 -61.3. +58.0 58.0 +55.0 55.0 +80.0 -120.0 +80.0 -120.6 +80.0 -12" +80.0 -120.0 +80.0 -114.9 +80.0 -100.3 +80.0 -04.9 +80.0 -90.0 +80,0 -120.0 +80.0 -120.0 +80.0. _-12o.0 +80.0 -116.0 +80.0 -102.1 +80.0 -89.1 +80.0 -84.4 +80.0 -80.D +80.0 -120.0 +80.0 94.8 +80.0 -83.7 +79.7 -79.7 +70.2 -70.2 +61.3 -61.3 +58.0 -68.0 +55.0 -65.0 +80.0 -117.7 +80.0 -85.4" +77.0 -77.0 +69.6 -69.6 +59.5 59.5 +56.4 -56.4 +55.7 55.7 1 +55.0 55.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -113.9 +80.0 99.1 +80.0 92.3 +80.0 91.1 +80.0 90.0 +80.0 -120.0 +80.0 -120.0 +80.0 -111.9 +80.0 -101-3 +80.0 -8.1 +80.0 -82.0 +80.0 -81.0 +80.0 -80.0 +80.0 -117.7 +80.0 .85.4 +73.9 -73.9 _ +69.6 -69.6 +60.6 -60.6 +56*4 +55.7 55.7 +55.0 55.0 3/16' ANNEALED E. 13/16" I.G., 1/8" ANNEALED, AIR SPACE, 11W ANNEALED I. 13116' I.G., 3/16" ANNEALED, AIRSPACE, 1/8" ANNEALED 3/16" TEMPERED F. 13/16" I.G., 1/8" TEMPERED, AIR SPACE, 1/8" TEMPERED J. 13/16' I.G., 3/16" TEMPERED, AIR SPACE, 1/8" TEMPERED 1/4" ANNEALED G. 13/16" I.G., 3/16" ANNEALED, AIRSPACE, 3/16"ANNEALED 1/4" TEMPERED H. IN16" I.G., 3/16' TEMPERED, AIR SPACE, 3/16" TEMPERED PM., c musimpmassIYPEC618a47v ASS71PEG AF.c,I(4At Pi7FCSf/RFS 9/1 W1Nnt NOKOMI6, FL 34276 I■ -. RoMIS.FL'2E 1{II .ALUM. SINGLE HUNG WINDOW, NON -IMPACT NOW" F{.3W4 V&&Iy Better 8�lfeao -- �3 3 --14 '""°"" 4032-20 - - - C LOW SILL OPTION: 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. PRODUCT REVL95D mcompbulwitliderAdo Code pbblm 2 z717 d L. Clark P.E. PE #39712 Structural � + f 0 f t , ' TABLE 7 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 W/ HIGH SILL OPTION WINDOW WINDOW HEIGHT WIDTH GLASS TYPEA211314"383/8- 44- 50 Sir, 63"72" T4" 76- A,C,E,G,f +80.0 -12D.0 +80.0 -120.0 +80.0 -120.0 +80.0 -M4 +51.3 -51.3 +49.3 -49.3 +47.5 -47.5 191I8"B, D, F, H, J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -102.7 +80.0 -98.6 +B0.0 -94.9 A,C,E,G,I +80.0 -120.0 +80.0 j -120.0 +80.0 -120.0 +80.0 -80.6 +46.4 -46.4 +44.4 -44.4 +42.5 -42.5 24" B, D, F, H, J +B0.0 -120.0 +80.0 -120.0 +80.0 i -120.0 +80.0 420.0 +80.0 -120.0 +80.0 -02.9 +80.0 -86.8 +80.0 -85.0 A,C,E,G,1 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 420.0 +80.0 -80.0 +44.6 -44.6 +42.2 -42.2 +40.0 1 -40.0 32" 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 +80.0 -89.1 +80.0 -84.4 +80.0 -80.0 A +80.0 7120.0 +80.0 419.0 +80.0 ; -94.6 +8I.0 ,-93.0 +80.0 -80.0 +44.6 -44.6 +42.2 -42.2 +40.0 ( 40.0 B, D, F, H, J +80.0 -120.0 +80.0 -120.0 +80.0 420.0 +80.0 -120.-0 +80.0 420.0 +80.0 -89.1 +80.0 -84.4 +80.0 1 -80.0 37' C,G +80.0 -120.0 +80.0 -12D.0 +80.0 420.0 +80.0 -116.6 +80.0 -W.0 +44.6 -44.6 +42.2 -42.2 +40.0 1 -40.0 E. I +80.0 -120.0 +80.0' -119.0 +80.0 1 -114.0 +80.0 407.0 +80.0 -W.0 +44.6 -44.6 +42.2 -42.2 +40.0 . -40.0 A +80.0 420.0 +80.0 -109.0 +80.0 I -90.4 +80.0 -88.6 +76.3 -76.3 +44.6 -44.6 +42.2 42.2 +40.0 -40.0 B, D, F, H, J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 420.0 +80.0 -120.0 +800 -89.1 +80.0 -84.4 +80.0 1 -80.0 40" C,G +80.0 -120.0 +80.0 420.0 +80.0 -111.2 +80.0 402.8 +80.0 -80.0 +44.6 -44.6 +42.2 -02.2 +40.0 -40.0 El +80.0 -120.0 +80.0 407.0 +80.0 1 -104.0 +80.0 -98.2 +80.0 -80.0 +44.0 -44.6 +42.2 -42.2 +40.0 } -40.0 A +80.0 -120.0 +80.0 -92.7 +80.0 s -84.6 +80.0 -82.7 +70A 770.4 +44.6 44.6 +42.2 -42.2 +40.0 i 40.0 B, D, F. H, J +80.0 -120,0 +80.0 -120,0 +80.0 1 -120.0 +80.0 -120.0 +80.0 -120.0 +60.0 -89.1 +80.0 -84.4 +80.0 I 80.0 44" C,G +80.0 -120.0 +80.0 -107.2 +80.0 -97.8 +80.0 -89.5 +80.0 -80.0 +44.6 -44.6 +42.2 -42.2 +40.0 -40.0 E,1 +80.0 -120.0 +80.0 -93.2 +60.0 I -91.9 +80.0 .89.6 +76.3 76.3 +44.6 -44.6 +42.2 -42.2 +40.0 -40.0 A +80.0 -117.0 +80.0 -89.2 +76.7 -76.7 1 +74.8 -74.8 +63.0 -83.0 +44.6 -44.6 +42.2 -42.2 +40.0 { -40.0 B, D. F, H, J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 .120.0 +80.0 -114.7 +80.0 -89.1 +80.0 -84A +80.0 ( -80.0 48- C,G +89.0 -117.0 +80.0 -96.0 +80.0 { -87.0 +79.9 79.3 +70.1 -70.1 +44.6 -44.6 +42.2 -02.2 +40.0 -40.0 E, 1 +80.0 -113.0 +8D.0 -W.4 +80.0 -81.3 +79.3 -79.3 +70.1 -70.1 +44.6 -44.6 +42.2 -42.2 +40.0 -40.0 A +80.0 -103.8 +80.0 -84.4 +69.2 -69.2 +66.3 -66.3 +56.7 -56.7 +41.0 -41.0 +40.5 -40.6 +40.0 ' 40.0 B, D, F. H, J +80.0 -120.0 +80.0 .120.0 +80.0 -126.0 +80.0 -113.2 +800 -W.8 +80.0 -81.9 +80.0 -80.9 +80.0 -60.0 631/8" C,G +80.0 -103.8 +80.0 -84.6 +76.3 [ -76.3 +69.2 -89.2 +60.4 .60.4 +41.0 .41.0 +40.5 -40.5 E,1 +80.0 -103.8 +72.5 -72.5 1 +70.6 -70.6 +69.2 -69.2 +60.4 -60.4 +41.0 -41.0 +40.6 -40.5 +40.0 40.0 GLASS TYPES: A. 3/16" ANNEALED E. 13/16- I.G.,11W ANNEALED, AIRSPACE, 118" ANNEALED L 131W I.G., 3116' ANNEALED, AIR SPACE, 118" ANNEALED B. 3116" TEMPERED F. 13/iW I.G., 1/8- TEMPERED, AIR SPACE, 1/8" TEMPERED J. 13/16' 1.G., 3/16" TEMPERED, AIR SPACE, 1/8' TEMPERED C. 1/4' ANNEALED G. 13116- I.G., 3/16- ANNEALED, AIR SPACE, 3/16" ANNEALED 13.114" TEMPERED H, 13/16" LG., 3/16 TEMPERED, AIR SPACE, 3116" TEMPERED �FK I ;211&D7 F.K 2 W F.K 11/ /m AK AW14 NDKDMMI% FL34275 P.o.epx110 NOKOMIB, FL UV4 ILUM. SINGLE HUNG WI SHB00 N7S 74 a 14 w "O" T' MEETING RAIL NON -IMPACT 4W2-0 C LOW SILL OPTION: 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. }ABDUCT REVISED � mepbie�wiDi Ae Fi..fO. Aempuaes mow. ✓ f� Robert L, Cb*. RE PE #39712 swaaei i DESIGN PRESSURES BASED ON FLANGE TIP -TO -TIP DIM. (INTEGRAL FIN WINDOWS W/SAME DLOARE 1" SMALLER) TABLE 3. CUSTOM VIEW FLANGE, INTEGRAL FIN AND RADUS TOP FLANGE WINDOWS W/ HIGH SILL OPTION (I INDOW HT. MINUS SASH HT.) WINDOW WINDOW HEIGHT MINUS SASH HEIGHT (76- MAX. HT. FLANGED AND 75- MAX. HT. INTEGRAL FIN) WIDTH GLASS TYPE 171IS 2211116 1 28 3116 33 314 39 5/16 4413116 60 318 5516/16 A,C,E,I +80.0 -120.0 +80.0 -120.0 +80.0 i -120.0 +80.0 420.0 +80.0 1418.0 +80.0 -100.2 +80.0 LmST.1 +70.8 -70.8 19118 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 +80.0 -120.0 +80.0 -120.0 +80.0 420.0 G +80.0 -120.0 +80.0 .120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -115.1 A,C,E,1 +80.0 -120.0 1 +80.0 -120.0 1 +80.0 . -120.0 +80.0 -120.0 +80.0 403.0 +80.0 -86.2 +74.1 -74.1 +59.5 -69.5 24 B, D. F, H, J +80.0 -120.0 1 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -118.7 G +80.0 -120.0 1 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -96.8 A,C,E,I +80.0 -111.0 +80.0 -120.0 +80.0 1 -117.0 +80.0 -94.2 1 +80.0 -85.7 +74.3 -74.3 +62.6 -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 +80.0 -113.5 +80.0 -97.9 G +80.0 -111.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -101.8 +79.7 -79.7 A,C,E,I +80.0 -98.0 +80.0 -119.0 +80.0 I -91.9 +80.0 -86.1 +80.0 -80.5 +70.9 -70.9 +58.8 58.8 +45.2 -45.2 37 B, D. F, H, J +80.0 -98.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -105.8 +80.0 -9D.3 G +80.0 -98.0 +80.0 -120.0 +80.0 4 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -115.3 +80.0 -95.5 +73.5 73.5 A +80.0 -92.0 +80.0 408.0 +80.0 i -87.4 +80.0 -81.5 +70.8 -70.8 +69.0 -69.0 +67.3 57.3 +43.6 -43.6 B, D, F, H. J 1 +80.0 -92.0 1 +80.0 .120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -102.7 +80.0 -87.0 40 C,E,I +80.0 -92.0 +80.0 -108.0 +80.0 403.0 +80.0 432.8 +70.8 -70.8 +69.9 -69.9 +57.3 57.3 +43.8 -43.8 G +80.0 -92.0 +80.0 -120.0 +80.0 -120.0 +80.0 -118.6 +80.0 -115.0 +80.0 -113.7 +80.0 -93.2 +70.8 -70.8 A,C,E,I +80.0 -85.0 +80.0 -92.3 +80.0 -81.3 +75.1 -75.1 +59.5 -59.5 +58.4 58.4 +56.2 56.2 +41.9 -41.9 B, D, F, H, J +80.0 -85.0 +80.0 A20.0 +80.0 c 420.0 +80.0 -120.0 +80.0 -117.9 +80.0 -116.6 +80.0 -99.9 +80.0 43.7 C,E,I +80.0 55.0 +80.0 53.1 +80.0 -91.0 +80.0 -85.1 +59.5 59.5 +58.4 -58.4 +56.2 56.2 +41.9 -41.9 G +80.0 -85.0 +80.0 -120.0 +80.0 409.8 +80.0 1 -101.4 +80.0 -96.7 +80.0 -94.8 +80.0 -91.3 +68.1 -68.1 A +80.0 -111.9 +80.0 J38.8 +73.3 -73.3 1 +67.2 -67.2 +51.4 -61.4 +49.6 49.6 +49.0 49.0 +40.8 .40.8 B. D, F, H, J +80.0 -120.0 +80.0 -120.0. +80.0 -120.0 +80.0 ' 420.0 +80.0 -101.2 +80.0 -98.4 +80.0 .98.0 +80.0 -81.5 48 C,E,I +80.0 AD9.0 +80.0 -82.2 +80.0 -81.2 +75.0 -75.0 +51.4 51.4 +49.6 -49.6 +49.0 49.0 +40.8 40.8 G +80.0 -120.0 +80.0 -110.2 +80.0 1 -96.9 +80.0 -W.6 +80.0 -83.5 +80.0 -80.6 +79.6 -79.6 +66.3 -66.3 A +80.0 -99.0 +80.0 -81.8 +64.4 -64.4 +58.9 58.9 +43.7 43.7 +41.6 -41.6 +40.4 -40.4 +40.0 -40.0 B, D, F, H, J +80.0 -120.0 +80.0' A20.0 +80.0 1 414.8 +80.D -103.5 +80.0 -85.6 +80.0 -81.9 +80.0 -80.2 +80.0 -80.0 53118 C,E,I +80.0 -99.0 +72.3 42.3 +70.8 -70.8 ' +64.5 -64Z +43,7 -43.7 +41.6 -41.6 +40.4 40.4 +40.0 -40.0 G +80.0 -117.0 +80.0 -96.7 +80.0 -84.3 +76.3 -76.3 +71.0 -71.0 +67.6 -67.6 +65.7 -65.7 +65.0 -65.0 GLASS TYPES: A. 3/16" ANNEALED E. 13116" I.G., 1/8" ANNEALED, AIRSPACE, 1/8" ANNEALED I. 13116" I.G., 3/16" ANNEALED, AIR SPACE, 1/8" ANNEALED B. 3/16" TEMPERED F. 13/16" I.G., 1/8" TEMPERED, AIR SPACE, 1/8" TEMPERED J. 13/16" I.G., 3/16" TEMPERED, AIR SPACE, 118" TEMPERED C. 114" ANNEALED G. 13116" LG., 3/16" ANNEALED, AIRSPACE, 3116" ANNEALED D. 1/4" TEMPERED H. 13116" I.G., 311V TEMPERED, AIRSPACE, 3/16" TEMPERED P.O,B!X1U' dOK0698, FL94.4 ALUM. SINGLE HUNG WINDOW, NON-G ■awae ram r..e o.rven stteoo NTS 1 8 d 14 14=-M WIT. .D" MINUS SASH W iT. HT. MEETING RAIL S/jSH - ffl�/'/ - - 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 12 5/6" MIN. TO 36" MAX. 3.76" MAX. FLANGE WINDOW HT. PRODUCT MOW o MCpylaR wBa Uo IRA" P�wLMI obidom e-t HT.ACT Robert L. lark; RE A"' PE839712 C Structural • r .4 , F SEE DLO TABLE SEE DLO TABLE (MAX) 49 5/8' MAX. FIXED OLD (ALL} X j a V4" MAX. 53118" MAX FLANGED WIDTH (ALL ELEVATION DETAU c% 52 U8' MAX. I.F. WIDTH (ALL ELEVATION DETAILS) D+� 75" AX. I.F. I A p.I HEI HT SEE DLOI TABLE O j 78" MAX. L FLANGED 38 H6' HE HT MAX. SASH T SEE DLO LX HE HT TABLE 75' AX, A I.F. HEI Hi 76r MAX FLANGED HEIGHT SEE NO E4 VENT DLO (ALL) DETAIL B DETAIL A VIEW (STANDARD SASH) ill 8 O j DLOi ABLEIN X j a-�' DETAIL D VIEW (CUSTOM SASH) 76" AX. LF. HEI T 76" MAX. FLANGED HEI HT 20" SASH SEE HEIGHT 0 j X j E� 175' AX. I.F. E +� HEI HT 70" FLANGED HEI HT 20" SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 7FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 9 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 19 THROUGH 14 FOR ANCHORAGE INFORMATION, 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B $ C) ARE BASED ON A THREE OVER TWO FORMAT, 4 F.K 7/f6�07 F.K ?ffl07 KK Iff17'W Fam .K C —1 O C/ X. j DETAIL C VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 M2" 34 3116" B 41 518" 41 1/4' C 1 41 1/4' 40 7/8" D 52 518" 52 11/16" E 521/4" 52 5/16" SASH LOW SILL HIGH SILL 341/2' 34 3/16" 27 7116" 271/8" M 27 7118" 27 118" 1631W 15XV 16318" 15314" li%a 8,R342i5 I Po WX1520 ■ ALUM. SINGLE HUNG WINDOW, NON-ll MOKOML%ft 4274 VFs*Benor SiiBOo WTS 6 � f4 ""�w40=0 75" MAX. I.F. H 11 3HT 78" FLANGED HE HT SEE NO E 4 ��q4-12lf,0 yph,rh. Ato DI•!dn G 2? a� L (lark P.E. PE 039712 8uuch"I (�----2.784'-�{ 1 11 INSIDE Lil BALANCE PARTS USED ON SASHS <40 LBS MAX. 11 LITE FIXEDVw 8 OR 17 DAYLIGHT C L: OPENING OUTSIDE OUTSIDE MAX. VENT DAYLIGHT NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR 26 27 OPTIONAL BOTTOM LOCKS. (1) 6° FROM EACH SIDE OF SASH. BALANCE PARTS USED MAX. VENT DAYLIGHT OPENING ON SASHS >40 LBS 14 & 16 INSIDE 15 04 2.710' HIGH 04SI L HIGH SILL v (LOW SILL) SEE NOTE ABOVE 12 ULTRALIFT ONLY OUTSIDE MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 47 2. 30 LOW SILL 48 LOW SILL HEAD JAMB OUTSIDE NOKOMIS, FL 34775 P.O. BOX ISM NOKONIB. FL94ZM (---2.710°^�{ (HIGH SILL) 54 12 ULTRALIFT SECTION C-C ONLY 'ILL RADIUS 70P (HEAD DETAIL - FLANGED V TSECTIONS Tft �— ALUM. SINGLE HUNG WINDOW, NON -IA srrsro Half 7 d 14�4032.20 oc•�a.p;ye�,.iiL me wlwld� 4�siIIlar f:vde Ro rt L. Clac. P.E. PE N30712 Slruqual 0 QUAD PH. SMS FRAME SILL (LOV 1.125 LONG 15 #8 X 1 PHILLIPS FLATHEAD S. STL 76x1 t-F ?A 16 1080-1 .670 ULTRA LIFT BALANCE COVER 68ALCVR670 17 4053 SASH STOP (ULTRA -LIFT) 64053 18 4029-1 SASH BRACKET 7ULBRKT 19 #8-32 X 12' LG. PH. FH. TYPE F S. STL 7832Xl2FPF5F 20 1086 SASH TOP GUIDE,11116" BAL. 42605R & L 21 4054C FIXED MEETING RAIL 84054C 23 4006C SASH TOP RAIL 25 1235 WSTP...170 X.270 BACK, FIN SEAL "71096 26 1096 SWEEP LATCHE 27 1016 08 X.625 PH. FL. SMS 11 48 1 40 SILL GK (TW DWG. # IDESCRIPTION PGr# 64 1161 1#6 X 1.000 PH. BUGLE TER 706X1 65 FOAM TAPE 1/4 X 1/2 - FOR 3116 61412K 66 1208 FOAM TAPE 1/8 X 1 /2 - FOR 1/4 61308K 68 4051 A SASH BOTTOM RAIL (HIGH SILL) 64051 69 5050A FLANGE FRAIL SILL (HIGH SILL) 64050 70 SILICONE, DOW 899,995 OR EQUIV. 80 A GLASS, 3N 6" ANNEALED 81 B. GLASS, 3/16" TEMPERED 82 C. GLASS,1/4"ANNEALED 83 D. GLASS,114" TEMPERED 86 E. GLASS, 13/16° IG;1/8" ANNEALED, AIR SPACE,1/8"ANNEALED 87 F. GLASS, 13/16' IG;1/8" TEMPERED, AIR SPACE, M" TEMPERED 88 G. GLASS, 13/16" IG; 3/16" ANNEALED, AIR SPACE, 3/16" ANNEALED 89 H. GLASS,13/16' IG; 3/16" TEMPERED, AIR SPACE, 3/16" TEMPERED 90 I. GLASS, 13/16" IG; 3/1 6"ANNEALED, AIR SPACE, 1/8" ANNEALED 91 J. GLASS, 13/16" IG; 3/16" TEMPERED, AIR SPACE,118" TEMPERED 2. 1. 47 FRAME, I.F. HEAD ii4071A, 6063 T6 48 FRAME, I.F. LOW SILL #4072A,6063-TB 2. 2.37 4.171 q062 2. 10 -.135 DI46 HARD tsi6ssrc 61816 FRAME, I.F. HIGH SILL 50 FRAME, I.F. JAMB EL(.688 X.500) _ _6533402 48 04073A,6063-TO #40746,6063-T6 W WS SHM7 PARTS LIST AND FRAME CORNER DETA ""V- +Nw.Oovtm" P IEMIS SHEET NOKOMFL W5 ft ff ALUM. SINGLE HUNGWINan+�Mn DOW NON-1Mf flEME47-MAND UPGRARBM21ALo P.O. am MWMW.FL74V4 Vw*13ecur' ao�emt err c &boo WSJ 8 d 14 40=0 MlwcrREvWm meo®pbblumea/Ydia tomcod" -2u. Atapbm &*Nb. o le0 can" A Robert L.Ckrk P.E PElWTU Structural ---2.784—1 1.,63 .062 O FLANGE FRAME HEAD #4002A,6083-T6 1.749 1210 .o6z O FLANGE FRAME JAMB #4004, 6063-T5 (USED AS RADIUS TOP HEAD) 062 2.830 2,330 O FLANGE FRAME SILL (LOW) #4003C,6063-TB 062 , OSASH STOP #4025,6063-T5 1.342 ff r-2.279----� .062 .155 I 11.707 062 1 21 FIXED MEETING RAIL 2g SASH TOP RAIL #4054C,6063HD-T6 © #4006C,6063HS-T6 If--2.784 --�{ 69 FLANGE FRAME SILL (HIGH) #4050A,6063 T6 ^ F K I T/16I97 FJC TiGD7 ~ F.K 1127AIB ` awn amc F.K 7/4105 a �+-1.513 —� 738 040 I f 17 SASH STOP COVER #4053,6063 T5 I.F. FRAME /I SEALANT OR GASKET AT HEAD AND SILL' SEALANT ALONG ENTIRE JOINT I.F. FRAME � I1 VIEW D-D VIEW E-E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD) . FRAME CORNER CONSTRUCTION 2.326---1 --1 1.165 I+— .052 1 9 IFF1 __J_ 31 SASH SIDE RAIL OSASH BOTTOM RAIL (LOW) #4008.6063T5 28 #4007, 6083-T5 � ��1057 .668 68 SASH BOTTOM RAIL (HIGH) #4051A,6063-T5 P.O. BOX 1629 NOKOMI.4, FL34274 0 -L— 39 GLAZINGI BEAD 3/16" OR V4" .683 oso #4014B,6063-T6 —iIr1.097 1.os7 46 GLAZING BEAD 13/16" IG #4087. 6063-T5 .888 .06 40 GLAZING BEAD 3/16" OR 1/4" #4046A, 6063 T5 (USED W/ GRILL KIT) ALUM. SINGLE HUNG WINDOW, NON-1,� SHM Half 9 d 14 � 4032 20 0 WELD ALONG BOSS (2) n,bw ENE tln lisps Robe�Lili.E. PE N39112 Sthudiral QUANTITIES FOR 1/1 FLANGED WINDOWS GLASS I 19.125 24.0D0 - A,G,E,i rD7F 32.00D TABLES. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4* ELCO TAPCONS CRETE FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE 64.603 76.000 j Z O1,,, Z N r Z 0 Z O U O6OO U V O tl FOLLOWIING DIMENSIONS. ?? HEAD-181/2' MAX. FROM TOP CORNERS JAMBS -17 IW MAX. FROM TOP CORNERS IV MAX. FROM BOTTOM CORNERS 8" MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 1 1 1 1 1 2 2 3! 3 3 4 3, 3 3; 3 1 1 1 1 1 . _.. .._ 2 2 2__,..... ; 2 213 ..._ 2 2 ._....... 212 ; 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF 1 1 1 1 1 2 43 NOTE 2. 4. DESIGN PRESSURE LIMITATIONS: 1 1 1 1 1 2 2 2 2 213 212 2 3 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 1 2 1 2 1 2 314 415 313 414 1 1 1 1 1 _.._.._.._....._ _......._ _._._.. GLASS TYPE IS AVAILABLE. 37.00 H,J 22 22 2 2 2!3 21313131314 2!3 3!4 3 4 2 3 314131512131314 4101401414 410s'� q a 4'7 J19 4 4 2 1 2 2 1 2 2 t 2 2 2 2 2 1 2 2 t 1 t 1 1 1 1 1 2!2 2!2 2 2 2i3 2i3 3'3 3?4 213 3'4 3 4 2 3 3 4 2 3 213 23 2 3 2 2 2 3 2 3 2 2 3 3 3}4 2 2 313 PSF 95 108 120 119 B4O,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 _ ......,....__...__._ ._—.. --w ..... _......_.__...._. _....�.._..._.,._.........__._.._.._ .......... .._. ...._..._.....�-.._ _ .. ._.. _ ... 40.000 Hi 2!2 2!2 2 2 3'3 2'3 3 3 3'•4 2;3 314 3 5 3!3 3!4 3!5 3 3 Z 315 3�3 4!.5 di5 3 3 4'5 46 3r4 415 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2°2 2 2 3!3 213 3 3 3 4 Z!3 3,4 3 4 2?3 314 2 4 2i3 3=3 2'3 211 2!3 2;3 2!2 3 3 3�4 2i2 3i3 PSF 87 99 109 119 TABLE KEY: B,D,F,G, 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3- Y 3 2 2 3 2 2 3 2 2 44.000 HJ 2}2 2;2 2 2 3!3 2!3 3r3 3 4 3(DP LUrrED) 13 3'14 3 5 3?3 414 4 6 3 4 415 3C5 3 3 415 4,5 3�3 4 5 4 6 4i4 515 _ _2 2 2 2 2 2 2 2 2 2 2 2 2_ 2 2 2 2 2 2 2 2 2 2 2 MAX PSF 118 AC,E,I �— i ; HEAD 2 aeom "v1�Aew6ei;'1. 2!2 22 2 2 Z!3 2 3 3 3 3'4 213 3 4 3 4 2i3 3i4 3 4 2'3 3;3 2i3 2 3 2:3 2!4 2 3 3'3 3i4 2!3 34�0 !21! PS 79 119 90 100 113 114 119 JAMB ABOVE 2 3 ww0 B,D,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 RUG. RAIL r . _...� _ ..._.:.... _... _. Y..... _...._.._. _.. .. i._. _ i._..._-� .... �... ! JAMB BELOW M1., P c7nor.S� 48.000 H,J 2'2 2 2 2�2 3!3 2:3 3 3 3 4 3!3 3 4 4 S 3!4 4 5 4 8 3;4 415 4'8 3 4 4 5 4,8 3 4 4`5 5�7 4i4 5 6 MTG RAIL warm 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 i 2i2 2 2 2!3 2!3 2i3 3r4 2!3 3 4 3i4 2 3 3;4 3 4 2 3 3 3 2;4 2 3 3 3 2 4 2 3 3 3 3,4 213 3 4 (FULL DP) PSF 72 118 821901 103 10$ 118 113 HEAD 2 B,D,F,G, 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAMB ABOVE .2.1.3 53.125 HJ 2!2 2'2 2 2 3 3 2{3 3 3 3 4 3'4 3;4 3 5 3 4 4 5 4�6 3 4 4!5 4'6 314 415 4!6 3 4 5 6 517 4i5 51B MTG.RAIL 2 2 2 2 2 2 2 2 _2 2 2 _2 _2 2 2 2 2 2 2 2 2 2 2 2 JAMB BELOW A,C,E,I 2;2 2I2 2 2 2�3 22 3 2 3 2,4 2i3 3�4 3 4 2 3 3i4 3 4 2 3 3!3 3!4 2 3 3 3 3i4 2.3 314 3,5 2T 3!4 MrG,RAL RK WI&V ' HoCNVJ�E'THf�r ANCHORAGE SPACING, 1/1 WINDOWS e�LC/Z.E. Rpmw.,�mm" 3CZVETF.K zso7 B BOLDaRAifC�OPIIMITEDS�f3ANDMQD.NOTE4 NdCOM!9.R.91Z76 F.K 1127M8 A QPAfA7GWHERE pTrISREB7RIC7FDHrst2E Paewclsr9ALUMSINGLEHUNGWJNDOW, NON -IMPACT R NOKONIS, FL 9fT71 y�(j,fy ~ ""` �� °"""'t PE#39712 RIC auas I vm e2rra5 Sfre90 N75 , 10 d i4 1032-20 C swauret v QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS WINDOW HEIGHT 29.665 1 37.165 1 44,655 1 52.155 -1 59-655 57.155 0 71, ao qo. 0 uz 0 z 4n N - 0 oz V, os 000 N oz - oz -, CC200 1Nuzjj-c�z)jnQo 0 N Z)1-04z t 0 1oZ vi ON GLA SS 1-4 C40 , Oz 6-0 ooz 01 14 0 �1' 0 Czl Ocio R1 � 0 9 ONO 01, 0 N e 0 VVL)Irl I 19.125 lTrr_ PSF j 1131 119 "9 B, D, F,�ii K J I i I I fi I Y, G.1 i " i'l TI ji 1A 1 V2 1 212 1 2"2 24.000 PSF J 90 119 103 103 119 1 B. D, F. H. J 1-; I 1 I iTl Yti, A.C.E. 32.0W PSF 68 Ill 77 111 fig 8, D, F, K J 2 -j"Ti'fj'f 1 2 2 1 2 '2 A,CX, 2 --- 1 2 2 1 2 37.0W PSF 59 96 67 196 1 109 B, o. F, H, J 2 11-i 1 *41"1 2 Ill 2 212 ...2....._ 1 2 i A,C,E, G.1 2 1 2 2 2 2 2 40.000 —PSF 54 89 62 89 101 B. DH. . j F, 2 2 2 2 2 2 -— ;P - — 7 j11 11 — J11 �IE2 J� -2 A,C,E ' GJ 2 I 2 2 1il12i212 2 2 2 _11 2 21, 44-ooD PSF 49 81 56 1 81 1119 92 B, D. F, H-J 2 jTi 2 Ei 2 4`5 3 'ifi 2 212 2 21: A,C,r;:, G-I 2 2 2 A 2 2;2 2 2 2121, 2 48.000 PSF 451 74 51 74 119 84 D. F, ,,,1 2 i - '-i 2 j_i.51.1L 2 3 2 3 A,CX, G'I 2 21 2 2 2 2 _11 I_i _ F�2 —2F2 J-'E. M .125 [ PSF 41 67 146 67 1110 7d B. D. F. H. J 3 2 3 2 3 _2 2 2 2f; A,C,E, '.1 2 ii' 2 ITri ? Ill 2 212 2 , 2 2 21 313 t 314 i 313! 314 i 3131313 2 1 2 1 2 1 2 1 3 33134143134144,54 2 2 2 _i_ '3[i 952 T, 119 - F 3 2 3 534 i jj 4 -31' 4 7i4 5 4 2 .._?......2_ 2 41 31 3 1313! 313131414131314141515 [4 2 2 2 . 2 wh w 110711091 11141 3 2 1. 3j. 3 1_2 3 4 5 illi 3, _3_ '1444"' -4'*i,-4" -55-* 4 2 2 1 2 1 2 2 2 1 2 1 5 35 3,3 3T4 iij 313 3 '4 I 95 119197 1 go 11121 4 2 3 4 3 3 1 4 1 L5 3, 3 13 4 4 14 -4T4T6--[5T4 2 2 2 2 2 �_; ji --i -i i! -i 5 ;J IMTECHNOL08YOR W0MWt4=4_ NOKON%FL3M F&MCMDYSM ;&:= ANCHORAGE NOTES: TABLE a 1. ANCHOR TYPES: I - Ile ELCOTAPCONS 2 -1/4' ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE 10 z (I 2 -01 8 FOLLOWING DIMENSIONS: HEAD- 161W MAX. FROM TOP CORNERS JAMBS - 11 112"MAX FROM TOP CORNERS 157 MAX. FROM BOTTOM CORNERS W MAX BELOW MTG. PAL SILL- ANCHORS NOT REQUIRED INSTALL PER THE ADJACENT TABLE ANCHOR yl�Ti3. QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4'EDIEESLBG-LNO-PCRKES—SOSFUTIHEEL N"AA—PEONNTNABLE WITH A SOLD ITALICIZED VALUE ABOVE THEM, INDICATE A I I 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 $AVAILABLE. 2 2 1 2 2 2 _W_� %j j-jW F4i 54 2 1 1 1 1 1 Ell 31-212r2 3-2'2 2[21312121!2 21 3712 3 2 2 2 - ]522E2 2 2 2 Ujj-4 -4, 4 —1-3 F4- Ti 5 4, 3 5 4 51413 64 2 ....?....._.._..._2. 2 2 2 2 2 2 TABLE KEY: Lj 12 3,2 ]E� Yli _T'i (DP LMTED) 3 3 MAX PSF 117 4 _4 6 415 IL-1`3 L611 REYMD j HEAD 3 2 2 2 2......._?_..._?.... JAMB ABOVE 13 WG. RAIL 'a JAMB BELOW 3 3 2 3 2 3 -3 1 .-'ri I ­ .1. WG. RAIL 3 51 j 2 2 T 2 T-2- 2 2 2 2 .i2 (FULL DP) -3-F3T2 i5 3"043-IT-i T 3 131 HEAD 2 3 3 2 3 3 1 2 1 3 3 2 3 JAM ABOVE q2 T75 5 s il 3 K4 [5� j 6 a4' 3 6 5 Mra RAIL 3 2 .5 4 ffI3 6 2 2 2 2 2 2 2 2 JAMB BELOW ftj - Ti SF 'i;3 3 2'2 3, 3 WG. RAL ANCHORAGE SPACING, STANDARD VIEW 7nw ALUM. SINGLE HUNG WINDOW, NON -IMPACT Fto rt L. Clerk, P.E. "dbb BeAw rse PE 039712 treaoo c suucbjrw RAUS 1 11 .14 4M20 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 6. 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS SUBSTRATE: ANCHOR TYPE: WQVDOW GLASSNONZ�'ZmONZ�ZMONZ"Z�?ONZ�Ztq WIDTH TYPE 2 -1/4° ELCO SS4 CRETE-FLEX 3-#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS FOR ABOVE THE MEETING RAIL: -181/2° MAX FROM CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 11 1/2° MAX. ABOVE THEMEETING RAIL 17.125 22.688 28.211 f 33.754 1 39298 1 44,839 50.382 55.925 O �57 U oo U U O U e a 3 U O U U ONO U D U O U U ONO U A U O U U O U O N O g U c,2�ZwONZ�Z-0 O v U ONO U O yy U O U U ONO U o 9 U Z-ZR O U U q 8 o a U NZ_Z O U U O U PSf 1191 IllyHEAD S. D, F. H, J 1 " 1 2 1... 1. 2 1 2 1._...._1....... 2 3 1 3 ._.�.-... 2 �._ 3 .._]._..-_�._.. 3 3 _.�........1.._ 4 4 ...-._ 3 .._ ... 4 _ �.._ 4 ..._�.... 3 _._�_._ 5 ...1_....1 - ...? .. p i_. _. ; _ _i .-. .. 2 -. 2_..._ 2 .....2. ._5..._3 ._..2 -. _3 _ _..3_ __3 -. 4...._.4_....._3 .._.4 - _a__ 5 4 4 5 19.125 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES FOR ABOVE THE MEETING RAIL USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE THE SASH HEIGHT TABLE ON THE NEXT PAGE TO COMPLETE THE ANCHORAGE REQUIREMENTS FOR CUSTOM VIEW WINDOWS. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 SW MIN. TO36° MAX. 5. DESIGN PRESSURE LIMITED: SIZE BLOCKS OF THE ADJACENT TABLE WITH A SOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD, DUE TO ANCHOR SPACING LIMITATIONS. OTHER- WISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE IS AVAILABLE. A,C E,1 1_ _;. 1 1 ._ 1 1.,•_ 2 1. 2 1 1 •. 3 1 •_• 2 1 1_.. 3 .• 1 3- _ 1 1 ' _1._ _ 1 _..1 _ 5 ... 1 1 4 1 _ 1 3 1 _ 24.00D PSF 1 1 1 1 119 B H. J ......1. 1 1.... 1_... _.1......._ 2 ......._1...,.._..1....._ 2 3 2 _....1.._ 3 4 .. 1_...._ 3 �...... 4 1..........1._...._1._..__1....._�_. 4 3 4 $ 3 ... �.._.._.j....... 5 5 1._...._i... 4 _..1..... 6 ..... 4 8 p j..._.....�__ ..1 2_ ..._2..._ _. _.3..._2_ .._3_ ...4 ...-_3 4... 4....._3 - . q... __5...._3 .. __5_ .....5 - -..4_ ._6 . 4....._4.......fi . A.C.E.1 _.._ _ j _ 1 _ 1_"-f- ? _ . 1 1 1 2 _ 1 _ 1 4 __'�._. 3 __� _ 4 _? _ 4 .._?_ 3 - 1. _ 4 1 3 .-__L... 3 _1._ d _ _ 3T ._1._. 3 _. 1._ d _1 3_..._ 1.... _.� .. 3 32.000 PS f f 9 D, H. J_ 1 _i.........f.... __..... 1 2............._... 2 „•,1 _..._........_� 3 $ 4 �........._ " 3 2_ 5 .....4 �..._ _._......._2.......__........2....__......._�........ 6 4 8 6 5 ... 7 _"�_.. 6 __1 .... 5 Z... 8 G _. 1 ,f 2 ....2_... 3 3 -�7 4 3 . 5 4 5_ 6 4 -- g - Al _.._6 5 4 5 A,C.E,I .._. W i ._.1_ 1 . . i 1 _ _._ . ._ " ......_ _. ?._ _..._..._2 ,J - 1._..._2.... ••-•3 3 -.2-..._..1._ d 3 _.1.... 4 __....... 4 1 Y . 1 _.4 .... i 4 .1 _. 3 1....... 4 1.._.._ � 1_.. � _1 � 37.000 PSF 1 9 H. J ? 1" ....? 1 - ( ? '! - 3. .._. 3 3 d 4 ? 4 3._ _5 --' d _._ 5 -.3 _. 8 w � 5 ...._. 8 -2 .._2._ 6' 5 _. �_...._� 7 ... 8 ? 5 2 7 G _ f.....f I.Y. Y.....9.._. S......3 g ..3 ....4 � ....5......43 2 5_. _.e_......53 2 6.. _... 4. -8....-�2 2 4 -6- A.C,E.I ..............1 2 2 ._ 1... 2 1 .. -. �..- ....� ..__2.... _..2 1.._ .. .. .. -4 4 �.... 4... 40.000 PSF 85 0 H. J _. 1• - !.- •--,I. _ _..�... __� .._..�_......�._ 2 __�_.....,4......._d__ ._.4 d 5.......5 g.......8....._..8.......5 3 _..._. - 7 8 _. 5 �. 7 .. p -_,__ 2 ._..._ 2 . _ w . _.z- ._ �.._ ._..�. _.e ..._a-- 2 _._-.-.... 2 __�....... 3 1_' 3 --e - ._? •• c' .__3 IC-• 3 _. Q..... 2_... 2 3_.. a __2... Yi _? ..._? d. d. .. 2.. . R, ._� d._ ._3 R.... 44.000 p _ 2.. _.2 .2._, _3 2 2_• . 3 . 2 3 3 2 3•, 7 l __s. __s 1_ _._? __� 4....._F ..._� _ .._4 .. z TABLE KEY FRODUCrRENLSED i i , ,j..._2........2. �_ 1- __3_. _4 _ .....� ....._5 ...._4_ 5 b"' " 4 8 B' ' T" 5 4'" $ oeomPty wtau.i�lY A,C.E.1 -- __1 2 ? 2 ._2.. __. _... _... ? - ?- . ? ..._?..._? 2_ _? 2 2.._ ._?. _?......_? .._?... (DP LIMITED) uD a f 1.... —i" .... .....2._..._2....... 3 .. i a _ _4....__4 4 2 _ 3._ 'J 4_...._4 .._3 5 4 3 2 PSF 9 f 7 0 8 B, D, 2 3 2 2 3 2 3 3 2 3 2 3 MAX PSF i12 Ilk 2 ��. _ -. 5 - 6 8 5 . 48.000 G _._ _. " .__2 ... __. .. .. _ 2_.,..-..._ ..."3 _ 2 ...., ..3 2 .3_... ?_...._?... 2 . HEAD 2 �..._f._ ._2. 2_. _ 2...... 3 �._......a._. _. _. _.iF "S' 5 5 g 5 6" " 5 5 A' S JAMB ABOVE 2 A,C,E,I —2 t22 2 2 2 2_ 2 2. 2 2 2 2 2 2 2 2 2 MfG. RAIL 1 2 23_ �� - 4 d 2 4 '3 PSF 71 9 B3 7 00 7 7 8 6, D, F. --3._....... _.........._ 3 ..._?.. - 3 ?. ? . _..._ .. 3-_?......_3 . (FULL DEP) 7 553.125 p 2 _..... 2 _ ... 3 ... _........."3 ? ..._. ....3 2 .......3- 323 . _. ..._ .... __ _. 4__ ._...-5 ...._... .JAMBABOVE 42 2 2 2 2 2 2 22 2 2 2 2 2 2 2 2 - 4 3 3 4 4" MTG. RAIL FJL ;EW ;• c ` No CHAN14E nfiS FIEST ANCHORAGE CUSTOM VIEW ABOVE MTG RAIL Z� 3 taro7>�lrwLooroRNE F.K B SMDA fAUCIEDPLIM MSEM3ANDAfMNOW5 KVKCM�e.FLUM 'ft FK A ADDDPAWLYYfIERBANCli0R01YIBRES71WC7�aLEDBYsm PA 13=162i ALUM. SINGLE HUNG WINDOW, NON -IMPACT RObeRL.Clark P.E. NOKWA FL 34V4 y o Bey �ewure awc a ws/rrn ae PE W712 Fie. 8H8D0 MTS f2 m 14 4032,20 C structural rj ANCHOR SUBSTRATE: ANCHOR TYP WIDTH QUANTITIES 'FIT PSF BELOW MEETING RAIL JAMBS), CUSTOM FLANGED WINDOWS BASED ON SASH HEIGHT TABLE B. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3 412 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS FOR BELOW THE MEETING RAIL JAMBS - 6" MAX. BELOW MTG. RAIL 15"MAX FROM SILL -ANCHORS NOT BOTTOMCORNERS 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. 5. SASH SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED "NA° IN THEM, MEANS RESPECTIVE ANCHOR AND SUBSTRATE COMBINATION IS NOT AVAILABLE FOR THE RESPECTIVE MAX. PSF. Pavut=REWwa Auk t co& •t2 .0 Amp Code EtpL�dor a`'� TABLE KEY' JAMB BELOW MTG. RAIL SASH HEIGHT 12.776 15.776 18.776 21.776 24.776 1 27,776 30.776 31.106 c $ �cmd $$ T11 p IwF5. �i � z $ o �? p e, p 3 � � $ c � p cS 0$ N o z � .� � $ c �? N y o z N Q U o 2 ' a U a �+ ri �e w � � ' a �+ p ct g 3 u z N v o z "- � c m p �v Q S o zN N $ � ' $ 19.125 -120 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 1 3 2 3 3 2 3 3 1 2 3 1 -110 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 '95 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 -80 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -85 1 1 1 1 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -50 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 -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 2 3 2 2 3 2 3 4 2 3 4 2 3 4 2 3 -95 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 -80 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 BS 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 •50 1 1 1 1 1 1 2 1' 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 32.000 -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 '95 2 2 2 NA 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 3 4 4 3 4 80 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 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 37.000 -120 NA 2 NA NA 2 NA NA 3 3 4 3 4 5 3 4 6 3 6 5 4 5 6 4 5 -110 NA 2 2 NA 2 NA 3 3 3 4 3 3 4 3 4 5 3 4 5 3 5 5 3 5 -95 2 2 2 NA 2 NA 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 W 2 1 2 NA 2 2 3_ 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 -65 2 1 2 2 1 2 2 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 213 50 1 1 1 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 40.000 -120 NA 2 NA NA 2 NA NA 3 NA 4 3 4 5 3 4 5 3 b 6 4 5 6 4 6 -110 NA 2 NA NA 2 NA NA 3 3 4 3 4 5 3 4 6 3 6 5 3 5 6 4 6 -95 NA 2 2 NA 2 NA 3 2 3 4 3 3 4 3 3 4 3 4 5. 3 4 5 3 5 80 2 2 2 NA 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4. 3 4 4 3 4 .65 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 3 3 3 3 3 -50 2 1 1 2 1 2 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 440D0 -120 NA 2 NA NA NA NA NA 3 NA NA 3 4 5 3 5 6 4 5 6 4 6 6 4 6 -110 NA 2 NA NA 2 NA NA 3 NA 4 3 4 5 3 4 6 3 5 B 4 5 6 4 5 -95 NA 2 2 NA 2 NA .NA 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 -80 2 2 2 NA 2 NA 3 2 9 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 .65 2 1 2 2 2 2 3 2 3 3 2 3 3 2 3 3 3 3 4 3 3 4 3 3 50 2 1 2 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 48.000 -120 NA 2 NA NA NA NA NA 3 NA NA 4 4 NA 4 5 B 4 6 7 4 6 7 6 6 -110 NA 2 NA NA NA NA NA 3 NA NA 3 4 5 4 5 6 4 5 6 4 6 6 4 8 -95 NA 2 NA NA 2 NA NA 3 NA 4 3 4 4 3 4 6 3 5 6 3 5 6 4 5 80 2 2 2 NA 2 NA NA 2 3 4 3 3 4 3 4 4 3 4 5 3 4 6 3 4 -65 2 1 2 NA 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 3 4 3 3 -50 2 1 2 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 3 3 3 3 3 53.125 .120 NA 2 NA NA NA NA NA NA NA NA 4 NA NA 4 5 NA 4 6 7 6 7 7 5 7 -110 NA 2 NA NA NA NA NA 3 NA NA 4 NA MA 4 5 NA 4 6 7 4 6 7 4 6 NA 2 NA NA 2 NA NA 3 NA NA 3 4 5 4 4 8 4 5 B 4 8 6 4 6 80 NA 2 2 NA 2 NA NA 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 -50 2 1 2 2A 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 3 3 4 3 3 RK y1&07-Amur ND�It 7H�81 1� p�ypp ROKonns, FLs�z�s P.attoxtsls rwKOFM FLUM P T ViribFy Better - ANCHORAGE,CUSTOMVIEWBELOWMTG.R41 HUNGNON-IMPACT Jbv:FX 4032 20 O VM2���� 1/7 � l FJC ' ZW7 B BOLD B lTAucaE WA"FOR SELECT SIMAND MOD. NOTE 5 F.16 it/27R7t1 A ADD E/GMFORMAT,ANCNORAGETA6IEAMDIV07F5. Tww� J.J. Maim a 1A15 • � 1 3.35 KSI MIN. CONCRETE OPTIONAL I WOOD BUCK " (SEE NOTE 3)--r �EXTERIOR INTERIOR lA-L HEAD AND SILL DETAIL ) CONCRETE ANCHOR (SEE NOTE 1) 2x (SEE SK NOTE ' 113/8'MIN.,1/4'TAPCON 1•.3/4" MIN., 1/4- CRETE-FLEX WOOD ANCHOR (SEE NOTE 2) 1/4'i MAX. � p SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 31W i 1/4" MAX. SHIM 1 1/4' IN MIN. 1/4" MAX. SHIM F S I ;::.?•m 1/4" MAX. SHIM UD CONCRETEANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU IIIx BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX. }�- SHIM I 131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. FK FX FJG a. a s w'u�nnr_unn��71 ��Illl{IlUllllill( III SHIM DETAIL F, (HEAD) FRAME NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MiAM1-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4'. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE 912 STEEL SCREWS (G5) OR 114' S84 CRETE-FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN i 1/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM, IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC, CURRENT EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) INTERIOR (ALL JAMB DETAILS) EXrERRIOR a 114' COD FRAME MAX. `SHIM 131' DIA. MIN. T x 21/2" NAIL, A AND 5NO.C. 1 �n p L .131" DUl MIN. OI 1� x 2112' NAIL, ll I AT CORNERS AND 5" O.C. DETAIL E, (JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE I ALUM. SINGLE HUNG WI P.O. BOX 7628 � aarc Noxo uq a s�z�t V&aly Better 81tf o0 — lJTS 14 d 14 PtiC'c.>,CT kWVV" ucnm*hgwYitnndb Cods •1 Uoa b FRAME eh s