Loading...
HomeMy WebLinkAboutINSTALLATION DETAILS FOR FLANGE FRAMESGENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW DESIGN PRESSURE RATING I IMPACT RATING IT RATED FOR 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING E SHEETS 2 & 3 RESISTANCE CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH2j 48.1/8' FOR ANCHORS IN VISIBLEUGHT "-CURVEDHFAD, 52-1l8_BUCKWIDTN—__ _ _2).SHUTTERS ARE REQUIRED WHEN USED IN W[hV-BORNE DEBRIS REGIONS. SEE SHEET 0. - ---- - - -- — - - 484/5" 3) FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY. USE ONLY MIAhbDADE COUNTY,�` VISIBLE LIGHT ANCHORS- MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM o0 CONCRETE MASONRY NO ANCHO M p B �H W Imo' • MAX r- D UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES S & B, SHEETS 4 & S. STRAIGHT HEAD. 4) MASONRYANCHORS MAYBE USED INTO WOOD AS PER TABLES, SHEET 4. ALL WOOD BUCKS LESS THAN 1-1/2" THICK `A r C ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO L I v }1R• /. SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE 8' MAX. FROM I-- I _[J 3E•12" DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATIDN IS THE CENTER OF i VISIBLE —`/J VISIBLE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, MEETING 78• I LIGHT 5) ANCHOR EMBEDMENT To MAX. O.C. TIP TO 6" MAX. O.C. / SUFFICIENT LENGTH AS PECCIFIEO ON RABLESIAL 6d8 SNEET34&5-IdAR 0YIUOINT SEALANTIS USED ON ALL OUR L 13E BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF R/UL I TIP I CORNERS OF THE FRAME INSTALLATION ANCHORS SHOULD BE SEALED, OVERANT E ALANT IS USE G STRATEGY FOR - A 77' HEIGHT C . WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE BUCK 1 T, y INSTRUCTIONS, I / HEIGHT JT BUCK �- 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCTIS NOT FLUSH TO THE SUBSTRATE USE Ir MAX FROM / - HEIGHT SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFIMENTLYANCHORED TO CENTER OF-- MEETINGRAILIMPOSED ON THEM BY THE WINDOW. MEETING RAIL / 22T7) DESIGN PRESSURES: O.C. A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. S' MAX' B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND -�D GLASS PER ASTM E1300. �— L...�B NO ANCHORS C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. IN SILL. S' MAX. O. TH 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE 63-1/B TIP 1;1.17 TH THE NIB LOAD DURATION FACTOR WAS USED FOD DESIGN PRESSURE. THE 33 V3% UR THE EVALUATION OINCREASE HAS F ANCHORS INTO WOOD T BEEN USED IN THE EANCHORSSIGN OFTHIS THAT ROODwUe (LT:YP.FLANGE FRAME ELEVATION TYP N N FRAME ELEVATING INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL. MEET THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE TESTED UNI (TESTED UNIT) FOR CORROSION RESISTANCE, 8) REFERENCES: TEST REPORTS FTL-8478; ELCO ULTRACON NDA; ELCO CRETEFLEX NOA; ANSUAF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORNERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR 4001 SERIES (FIN FRAM9GUIDE TO SHEETS: ,,,e�'-r� MNOOW PES AND SASH COtti�FIGURATONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAD ABLOCKAND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3 m I-- WIDTHHEIGHTHEIGHT ARGITOPPRM4EWjorn RADLISTOPEOU�LUTE u 1,unlvA BUILDING E (FBC), 6TH mITION •2014 ORIDA BUILDIN ODE (FBC), STH EDITION •AST I 00-09 •ANSVAF& • 015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM•2015 •AISI SION12 •AISC MIMI) Matedel Min. F Min. FN Steel Screw 92 I 20 ksi Elco UltmColt4B 410 SS Elco CTeteFlex® 155 ksi 127,4 ksi i77 ka) 169.7 ksi 6083-TS AJu nlnOm 16 ksl 22 ksl A36 Steel 36 kal 58 ksl Gr. 33 Steel Stud 33 kW 45 ksl 11® * : Na. sww BT 2 1.' A. LYNN MILLER, P.E. GENERAL NOTES ............ 1 ELEVATIONS .............. __-_------- 1 DESIGN PRESSURES._.._...2 & 3 INSTALLATION, FLANGE ............. 4 INSTALLATION, INTEGRAL FIN- 5 ANCHOR QUANTITIES................8 GLAZINGDETAILS.......................7 CORNER ASSEMBLY..,.- ............. 7 EXTRUSION PROFILES .......... _.... 8 PARTS LIST ............. ..... _..... ._.....6 06/16/17 - JR - UPDATED TO FBC 2017. 1070 TECHNOLOGY DRIVE GENERAL NOTES & ELEVATION N. VENICE, FL 34275 (941) 480-1000' COPmoNTO 2017SH WINDOW INSTALLATION PUrINOUSTRSB.NC. SLIi••E SICK ALLMOM FtESE NED CERT-OFAUTH.828298 SH-200 NTS 1 OF 8 PRODUCT REVISED as Complying with the Plodds Bullding Cods Now-Ne. 17-0630.02 lspirotlon Ds 08ID7/2021 D Mia uet anti' Mesn 10r J ROSOINSKI DPW 05/11 h 1 Drorinp No. Rsr. MD-SH2O0-01 D TAM ... Maximum window HeigMr sash H°roM' (am Figure A, this sheet)INUDWrnWI -- Ideslgn Pressure (lbse) for Glass a A, Fln & Flange Frame owv W hr -18118'- -261/2" - --33•- - 7: 41° 4S" 49 63.118' 23" 11-9/16" (Equal Lila) +65.0 -90.0 +55,0 SD.0 +55,0 -90.0 -90.0 +55.0 .00.0 +55.0 -9D.0 +55.0 .90.0 +56.0 -90.0 under 18-0116° +65.0 -80.0 +65.0 .90.0 +55,0 .75.2 + +66.0 37.3 450.2 -50.2 +44.8 �i4.8 +39.9 -39.8 3T 18-9/16" (Equal Ule) +55.0 .90.0 +65.0 .90.0 +55.0 44.2(+55.0 -74.5 55.0 66.6 +55 0 61.0 +55 0 57.7 +55.0 55.D over 10.9116' +65.0 A0.0 +55.0 .90.0 +55.0 -76.2 + . -65.5 +55.0 .57-3 +50.2 50,2 +44.8 44.8 +39.0 39.9 under 16.7Ar +65.0 -W-0 +55.0 -07.1 +55.0 -73.4 +55.0 -63.8 +55.0 56.8 +50,0 50,0 +44.8 44.8 +40.0 46.0 �8" 16-718" thru 193/16' 1. +55.0 -90.0 +55.0 -90.0 +55.0 78.7 +55.0 -W.0 +55.0 58.5 +61.1 51.1 +46.9 -45.9 +41.3 -41.3 19-Ile (Equal Lite) +55.0 .90.0 +55.0 90.0 +56.0 -527 +55.0 .726 +55,0 -8&5 +5&0 57.9 +54.2 54.2 +51.5 -61.6 over 19.1/4" +55.0 -80.0 +55.0 -87.1 +55,D -73.4 +55.0 -63.8 +65.0 58,B +60.0 50.0 +44.8 .44.8 +40.0 -40.0 under19-SMW +55.0 -81.6 +55.0 -72.3 +55.0 .61.3 +55.0 -85.3 +60.6 50.5 +45.8 45.8 +42.0 -42.0 +38.7 .38.7 �, 19 9/78' 81tu 2&1/2° a 22$161(Equal Lite) +55.0 +55.0 90.0 -60.0 +55.0 +55.0 -87.9 .90.0 +W.0 +55.0 -74.0 78.8 +55.0 +55.0 -84.3 -68.1 +55.0 +65.0 56.9 55.6 +50,1 +51.1 -W.1 41.1 +44.8 +46.0 !' -44.8 46.0 +40.0 +41.4 .40.0 -41.4 over 22 8116' +55.0 -01.5 +55.0 -72.3 +55.0 -61.3 +55.0 55.3 +50.6 -50.5 +45.8 4&$ +420 42.0 +35.7 38.T under 20-1/8" +55.0 71.6 , +56,0 .82,8 +55.0 55.4 +50.3 .50.3 +45.9 45.9 +41.7 -41.7 +39.0 38.9 +36.2 -36.2 4W 20-1/8'thru 24-11T e +55.0 -90.0 +55.0 .82.5 +55.0 -W.5 +55.0 -61.6 +55.0 -55.4 +40.3 49.3 +44.8 44.@ +40.0 40.0 249/18' (Equal Ute) +55.0 -80:0 +55.0 �.0 +55.0 -76.4 +55.0 .66.5 +55.0 -67.8 +50.4 -50A +45.0 45.0 +40.1 40.1 over249/16' +55.0 -71.8 +55.0 .62.8 +55.0 -65.4 +50.3 50.3 +45.9 45.9 +41.7 41.7 +38.9 38.9 +38.2 36.2 under20.016 +55.0 87.@ +55a 1%.9 +53.3 53.3 +48.5 48.5 +44.1 -44.1 +40.2 40.2 +37.6 37.6 +34.8 -34.8 8" 20 IW16' thru 25 &11' a +55.0 -89.8 +5&0 �.3 +55.0 -67.7 +55.0 -60.8 +64.2 54.2 +49.0 .49.0 +44.2 44.2 +40.0 -40.0 263/8" (Equal Lhe) +55.0 •90.0 +55.0 -90.0 +55.0 -76.4 +65.0 -65.7 +55.0 57.4 +50.3 50.3 +44.9 44.9 +39.9 39.9 over 25-W +55,0 -67.8 +55.0 59.9 +53.3 -MS +48.5 -4B 5 +44.1 44.1 +40.2 40.2 +37.6 37.6 ,+34.6 34.8 under24-15116' +55.0 58.0 +43.8 -aB +41.9 41.9 +39.1 39.1 +35.0 36,D +32.6 -32.6 +30.0 -30.0 +27.6 -17.6 61" 34-15(16'thru 30-112' 3 +55.0 .75.0 +55.0 M.0 +55.0 -67A +61.9 -61.9 +47.4 47.4 +43.2 43.2 +39.9 39.9 +37.3 37.3 30.9/16' (Equal GW7 +55.0 37.9 +55.0 76.8 +55.0 -66.6 +55.0 -59.7 +53.6 -53.5 +48.7 -48.7 +43.9 43.9 +39.9 39.9 over3D-9H8" +55.0 -67.8 +55.0 59.9 +53,3 -53.3 48.5 48.5 +44.1 41.1 +40.2 -40.2 +37.6 37.6 +34.6 34.6 under 25314" +54.7 54.7 441.2 41.2 +40.3 40V3: 37.8 +34.6 34.6 +31.3 -31.3 +20.9 .28.9 +26.5 ,26.5 03" 25314" thru 31-1/4" s +55.0 -72.0 +55.0 -63.2 +55.0 55 50.5 +46.1 46.1 +41.9 41.9 +39.0 39.0 +36.3 36.3 319/16" (Equal Llte) +65.0 -83.9 +55.0 -71,7 +55.0 84 58:2 +52,4 -524 +47.6 47.8 +43.3 43.3 +39,7 39.7 owr31-9/16" +55.0 -87.8 +65.0 59.9 +53.3 53 485 +44.1 44.1 +40.2 402 +37.6 37,6 +34.8 34.8 urlder283/4" +53.3 -533 +39,7 3g,7 +39.1 39 36.7 +MA 33.4 +30.3 30.3 +28.0 -28.0 +25.8 35.8 73' 293/4" thru 3&1/2' t55.0 81.0 +520 52.0 +48,2 -48 44.0 +40.1 40.1 +37.0 37.0 +34.1 34.1 +31.4 31.4 389h8'(Equ�lLlte) +55,0 683 +SS.O 56.3 +t21 52 51.5 +47.0 47.0 +42,7 427 +39.8 39.8 +37.0 37.0 over369116' +55.0 -67.8 +65.0 56.3 +V-1 -62.1 1 +48.61 45.5 +44.1 44.1 +402 40.2 +37.6 37.6 1 +34.61 3ks under 31,3/41 +53.3 53.3 +39.7 39.7 +39.1 39.1 4 7 -W +33.4 33.4 +30.3 30.3 +28.0 -0.0 +25.8 -25.8 78' 913/4' thru 39" s +55.0 58.3 +48.0 48.0 +452 45.2 +41.2 41.2 +37,9 37.9 +34.8 34.8 +31.7 31.7 +29.5 21LS 39-1/16• (Equal Lfte) +55,0 �2.5 +60.8 50.8 +46.3 48,3 +45.2 45.2 +44.2 .442 +40.3 40.3 +37.7 -37.7 +34.0 34.9 Tip -to -tip dimensions for 9etrge windoxe shown. Fortin vAmiews or buck dimensions, subtract 1'. 2OVarall Gash height. For clew daylight height, subtract 341/16. 3 Ske range includes the standard PrOAnew (3-over--2 omflguration) for the given Window Hcigtd, For overall each vutdth, subtract 2-15/16, from the buck dimension, - SASH HEIGHT o*hlc Glass Type$ A 118' Annelid -B- 118'_Temperd_ 0 3115" Annealed D 31181 Tempered E 114' Annealed F lie Tern d Insulated Glass Types G 118" Annealed, IN Airspace, 1/8" Annealed H 3116° Annealed, 3/16"Airspace, 1/8' Annealed 1 11V Tempered, 11C Ahepace, 1/8" Tttirtpered J 3116" Tempered, 3/181Airspace, 1/8" Tempered FIGURE A: SASH CROSS SECTION (MONOLITHIC VISIBLE LIGHT BASH II HEIGHT HEIGHT IFn I SASH HEIGHT-39H8' II NOTES 1) USE THIS TABLE FOR ALLWINDOWS THATARE GLAZED WITH 1/e' ANNEALED GLASS (TYPE A). 2) FOR SIZES NOT SHOWN, ROUND yPP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ONTHE TABLE. PRODUCT REVISED ascomp w1th the Florid Banding coax NDA-+10. 17-0630.02 Uptrueon DMe O tJo. 56706. ATE : =(L!. S�ONAL ���`� /,111111t10 A LYNN MILLER, P.E. INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION oPTIONALADooN 13 FLANGE HEAD, O OPTION 1 EDGE 0 SILLS JAMBS CURVEp HEADER DISTANCE - -INSTALLATION INTO WOOD — - - -- 2Y, SEE NOTE 2, THIS SHEET. 1.465° j VISIBLE LIGHT HEIGHT HEIBUGHTCK EXTERIOR I a 71P-T0.1 HEICJiT 37 V SIBLE LIG TIPHL HEfGHT 225C 2X WOOD SUCKSTRIP, SEE NOTE 2, THIS SHEET. EMBEDMENTVi'LINSTALLATION $HISHIMSHIM TYP. ANCHOR TYPEEMBEDMENT MIDEDGE DISTANCE PER SUBSTRATE, SEETASLE5,THIS OPTION 1 SHEET. STRAIGHTHEADER INSTALLATION ONTO WOOD 2X NOANCHORS REQUIRED AT HEADER. CONCRETEICMU CONCRETEICMU :4 PER ANCHOR PERANCHOR TYM ANCHOR EMBEDMENT PER REQUIREMENT ° TYPE, 3 EED D 1/4' MAX 40 27 -EDGE DISTANCE SHIM 12- — ---- - — - --- -- - - — — - -PER SUBSTRATE,_ . t30 10 - SEE TABLE6, DISTANCE .•' �t THIS SHEET. TYP. ANCHOR , TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLES, THIS SHEET. INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. #12 STEEL 1/4' MAX. SHIM SELF -DRILLING SMS (GSX SEE /-(1 TABLE 5, THIS / �� SHEET USE ETHER INSTALLATION LATCH (# 29) OR BDTTOMLOCK OPTION 32-35 (#11). TESTED INSTALLATION UNIT LOCATION: ANCHORS ^ 6-81W FROM DIRECTLY INTO VENT END. METAL. 43�1 fi4 EXTE R --- VISIBLELIGHTWIDTH BUCK WIDTH TIP•TO-TIP WIDTH HORIZONTAL SECTION A A Group A oF�. O SubaUate Min. Edge ddaneo Min. ERlhadment A o (G5 (:012,SleeISM, P.T. Southern PI BI1B• 1-TS' ATurrd TS min. 318' 118' Steel stud, Gc 33 min. 3A8' 0.0348 (20 Ga) A36 Steal 318' 0.0348 (20 Ga) B 114" Steel IAtracon P.T. Sauthem Fine (SG - .65) 1' 1-w8' Concrete (min. 2.8 ksl) 1' 1.310' Ungnwted CMU, (ASTM C-SD) C 114' 410 SS CmteFlex P.T. Southern Pine (SG = -55) 1' i-W Concrete min. 3.W kW 1' iS14• LingrNutad CMU, (ASTM C30) 2.1l2' 1-1l4" EMBEDMENT EDGE DISTANCE INSTALLATION , OPTION 3 INSTALLATION ANCHOR . THROUGH 1X BUCKMRIP INTO MASONRY. EGRESS FORMULAS (EQUAL -CITE) WIDTH: TIP -TO -TIP WIDTH - 4" HEIGHT: TIP -TO -TIP WID1M-"16' VISIBLE LIGHT FORMULAS (EQUAL-LITE) WIDTH (SASH): TIP -TO -TIP WIDTH-S-1110' WIDTH (FMD): TIP -TO -TIP WIDTH -4' HEIGHT: MP -TO -TIP HEIGHT - 7-1116-A \J CADE APPROVED MULLION, ALUMINUM. STEEL FRAMING OR EXTERIOR 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS 11 STEEL STUD. SEE SUBSTRATE n ABOVE. CHOOSE THE ANCHOR GROUP OFTHE LOWEST LETTER FOR ALLTASLES INTHISAPPROVAL PROPERTIES, TABLE S. THIS SHEET. V 2) ANCHOR MUST EXTEND A MIMINUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. NOTES 3) FOR STEEL STUDS, MIN. FU - 45 KSI, MIN FY=33 KS. 1) USE ONLY SUBSTRATE-APPRO PRATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION r! SHOWN MAY BE USED ON ANY SIDE OF THE WINOOW. 2 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, THIS SHEET. ALL WOOD SUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2XARE 1-imp THICK OR GRE'ER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ORARCHITECTOF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO I I I I 1 REFERRED TO AS DAYLIGHT OPENING) IS ��aO�l LYN �NSNc �'''''� MEASURED FROM BEADING TO BEADING. UPDATED TABLE S. LL 114'MAXSHIM 3; .act. NO ANCHORS REQUIRED IN • CONCRETE PER FLANGE - ANCHOR FRAME SILL ,a . a• REQUIREMENT VERTICAL SECTION B-B * N0.58705 i.I•.•• '�- 1070 TECHNOLOGY DRIVE �i0 6 A�•[!/: N. VENICE, FL 34275 �i'�• '•.�LORID�!.•'• ���� (841)480.1600 '. G.�� eapmr,+ne MIT �SS;ONAL 1�N, k A. LYNt� I.IILLi`R, Pa P.P 83N7[iS CERT. OF AUTH. i128268 PRODUCT REVISED as eom�tyln with the Florida NOA-Ng- C°de 17-0630.02 NOA-No. Expiration Data 09/01/2021 FLANGE FRAME INSTALLATION DETAILS I J ROSOWSKI .rium IDow SH WINDOW INSTALLATION 05/11/11 8H-200 I NTS 1 4 OF 8 I MD-SH2O0-01 I D `ra ,"prrpumA,w:rnrpssss4ss�11 �0 s�,gg1`11 �sgsia a sis�siisgg�k:i o�9sa3�a� 11 a16 (Fgtul UY) 2 2 2 1212 2 2 2 21212 2 2 2 2 2121 2 Z 2 2 2 a 2 2 2 2 2 21212 2 x 2 2 2 2 2 212 2121 7 2 2 2 2 R wdu 1&RliC 2 2 2 2 2 Z 3 2 2 2 R b 9 2 2 2 2 2 4 2 3 2 2 2 4 2 3 2 2 2 4 2 9 2 2 2 4 2 3 2 2 2 9T i5•W16' (Sepal L!M) 2 1 2 2 2 2 2 2 2 212 2 2 2 2 2 2 2 3 3 2 2 2 2 3 2 2 2 2 7 3 2 2 2 2 3 3 2 2 2 2 3 9 2 2 2 2 eiar I&WIS' 2 2 2 2 2 2 2 9 2 2 2 2 2 3 2 2 2 2 2 2 4 2 3 2 2 2 4 2 3 2 2 2 4 2 3 2 2 2 4 2 3 2 2 mida 15.7/R 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 4 2 3 2 2 2 4 2 3 2 2 2. 4 2 3 3 2 2 4 2 3 2 2 2 3"s. 15.71T ftd JM13"1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 ] 2 2 2 £ 2 3 2 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 2 2 2 2 2 16114-(Equal Uh) 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 ] 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 mar 15.114' 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 4 2 2 2 R 2 4 2 3 2 2 2 4 2 3 2 2 2 4 2 3 2 2 2 4 2 3 2 2 wxw 198h15' 2 2 2 2 2 2 3 2 2 2 2 2 4 2 3 R 2 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 23 2 3 2 f9GM5'thu22.1P1' 2 a 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 S 3 2 2 2 2 f 3 3 2 2 2 4 3 2 a 2 2 4 3 3 2 2 2 3 3 2 2 2 2 224Mr (E4WUto) 2 2 2 2 2 2 2 2 2 2 2 Z 3 3 2 2 2 2 3 3 2 2 2 a 9 f 2 2 2 2 3 3 2 2 2 2 9 3 2 2 2 2 3 9 2 2 2 2 ~224M1e' 2 2 2 2 2 2 2 3 2 2 a 2 2 4 2 3 2 2 7 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 9 2! 2 3 eMer20.11a" 3 Z 2 2 2 2 3 2 2 2 2 2 4 7 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 S 2 4 2 3 2 3 2 4 2! 2 3 2 20.1R'0N 241?3 2 R a 2 2 Z 3 2 2 2 2 1 3 2 2 2 2 2 4 S 3 2 2 2 4 3 3 2 2 2 4 3 3 1 2 7 1 3 3 7 2 Z 4 3 3 2 2 2 �I Or 244MS'(EgmI Lb) 2 2 2 2 2 2 2 2 2 2 a 2 3 3 2 2 2 2 ] S R 2 2 7 3! 2 2 2 1 J 3 2 Z 2 2 ] 9 2 2 2 2 3 9 2 a 2 2 Ij 41rr2141MO 2 3 2 2 2 2 2 3 2 2 2 2 2 4 2 3 2 2 2 4 2 3 2 9 I 4 2 3 2! 24 2 3 2 3 2 4 23 2 9 1 4 2 S 2 S L dw 2D.l3;J V 5 2 2 2 2 2 4 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 1 6 2 3 2 3 2 9 2 3 2 3 2 5 2 3 2 3 2 9 2 3 2 3 2 I LIGHT I _ 2b13MTtluu25d/fe's 2 2 2 2 2 2 3 2 2 2 2 2 3 3 2 2 2 2 4 3 3 2 2 2 4 3 3 2 2 2 4 3 3 2 3 2 4 3 3 2 2 2 4 9 3 2 2 2 VISITG T I�HaGK 50,518° 23-3W(EgW Lta) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 S 3 2 2 2 2 332 2 2 2 3 3 2 2 2 2 9 3 2 2 2 2 3 9 2 2 2 2 a I� eery 254W 2 3 2 2 2 2 2 4 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2! 2 1 2 3 Z 9 2 5 2 3 2 3 2 6 2 3 2 7 2 5 2 3 2 3 SASH HEIGHT it endu24151161 3 3 3 3 3 3 4 3 3 3 3 3 4 S S 3 3 3 4 3 3 3 3 3 5 3 3 3 3 3 5 3 3 3 9 3 5 3 3 3 3 3 5 9 2 3 3 3 61' 341511e' th. Z112, 2 2 2 2 2 2 3 2 2 212 2 3 3 2 2 2 2 4 3 3 2 2 7 4 3 3 2 3 a 4 3 3 2 3 2 4 3 3 2 2 Z 1 9 2 2 2 R L Ij 3MIW(Equal Lr) 2 2 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 9 2 a 2 2 4 4 3 3 7 2 4 4 3 9 2 2 S 3 2 2 2 R S] 2 2 2 2 � � rwt StFal14 2 J 2 2 2 2 2 3 2 2 2 2. 2 4 2 3 2 2 3 4 2 ! 2 J 3 4 2 3 1 9 3 4 2 3 2 9 3 4 2 3 2 3 3 4 2 3 2 3 II undu 25.Y4` 3 2 3 2 3 2 4 2 3 2 3 a 4 2 3 2 3 2 4 2 3 2 3 2 5 2 3 2 9 2 3 2 3 2 9 2 S 2 3 2 3 1 5 2 3 2 3 2 it �� 25JIP 1h1t131•iR° 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2- f S 3 2 2 2 4 3 3 2 2 2 4 3 3 2 3 2 4 3 3 2 2 2 4 3 3 2 2 2 31$Mfi (EQW Lae) 2 2 2 2 2 2 2 2 2 7 2 7 3 3 2 2 2 2 S 3 2 2 2 2 4 1 2 2 2 2 4 4 3 9 2 2 3 3 2 2 2 2 3 3 2• 2 2 2 otar3I-W1W 2 3 2 2 2 2 2 3 2 2 2 2. 2 f 2 2 2 2 3 4 2 3 2 2 3 4 2 3 2 9 3 4 2 S Z ! 3 4 2 3 2 ] 3 4 2 3 2 2 tower m-ye 3 2 3 2 3 2 3 2 3 2 3 2 A 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 5 2 3 2 3 2 5 2 3 2! 2 6 2 3 2 3 2 73' RB l4"thruislr2'• 3 2 3 2 3 2 3 2 3 7 3 2 -3 2 3 R 3. 2 3 2 3 2 3 2 4 3 3 2 3 a 4 3 3 2 3 2 4 3 3 2 3 2 4 3 3 2 3 2 7a41Me'lEquJI Lb) 2 2 2 2 2 2 2 2 2 2 2 2 E 3 2 a 2 2 3 S 2 2 2 2 3 ] 2 2 1 1 3 3 2 2 2 2 4 4 9 3 2 2 4 4 3 3 2 2 e%mr1l" it 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 2 2. 3 3 2 2 2 2 3 4 2 3 2 2 3 4 2 3 Z a] 4 2 S 2 2 sews 3l-014" 3 2 9 2 3 2 ] 1 9 2 3 2! 2 3 til 2 3 2 S 2 3 2 4 2 3 2 3 2 12 3 2 3 2 4 2 3 Z 9 2 5 8 3 7 !7a' 3H114'dear 9R°3 2 3 2 3 2 3 7 J 1 J 7! 2 3 Z 3 2 S 2 7 2 9 2 3 2 S a 4 3 3 2 3 2 4 3 9 7 3 2 4!! 2 ! 2FlGUREA SASH CR099 2 2 2 2 2 3 2 2 2 2 2 3 3 2 2 3 ] 2 2 2 2 3 3 2 2 2 2 3 9 2 2 2 a 3 7 2 2 2 2 4 4 ] 3 2 2 SECTION (WITH MONOLITHIC GLASS) ' Tip-104p dhnencbm txtatge vAndaft shown. For buck dmerolon3, 3ubhx(1". 2 (hem)I aash hdgM. Fordear daylight hdpht, sublmct 2 Slze renpe Inoludee the standard Pm-'Aew (3-Dw-2 wnEpulatlan) for 41a phen W1ndoW Haight. M� / s" MAX.SEAM 'MR' rebfs to'MosthtpRdl'. FOR ALL For t3mra2 sash width, subtract 2-15I16" Imm the buck d)mendom _ y FLANGED WINDOW HEIGHT -SASH HEIGHT CAN NOT EXCEED Sr. WINDOWS WITH A CURVED 1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION HEADER,AN ON SHEET I. DIMENSIONS SHOWN ARE TIP TO•T1P. ADDITIONAL ANCHOR IS 2) FOR FIN FRAMED WINDOWS, SEE NAIL PATTERN ON SHEET 1. REQUIRED AT THE CENTER OF 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAItABLE WIDTH THE HEADER OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4) REFER TO TABLE 5, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. PRODUCT REVISED ascomp) IY mr with thsFlorida Hulldlap Col .0 MCA-Mm 17-000.02 r-Vim ri oata0910112021 i UPDATED TABLE' z