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,Vl <br />1 <br />1934SASH S19E. <br />`mu ODOM fill C6tAJC oDOD 11N-- -I' <br />Extedor <br />—19g6 dA6B <br />CAUL[ Horiwntm PIMO E7ER CAtA.X- <br />SECTION 2 section BY 01" " <br />s� <br />g2 <br />X 11000 <br />'ASIxt <br />-a. BY 0111m <br />®R SONt1XN C <br />CNUt,X'-WMD FIN <br />19310 WAD <br />Ply4mE ER CAUIJC <br />1907 11XE0 RAN. BY olm <br />. <br />�2959ICCKRAIL <br />12" O.G. <br />Vortical' <br />MA)C.(TYP).. <br />� <br />$90"On <br />mom <br />Hapff <br />WINDOW <br />WD.H. <br />I <br />2 <br />EQUALLY SPACE <br />101 ANCHORS (TYP.) <br />f. Y <br />6' MAX.(TYP) <br />Extidw <br />1 ( 6"MAX.(TYP). <br />ELEVATION <br />SECTION 1 MEWED FROM EXTERIOR <br />KOM AIF 9P 71 PAMA�E:NW19S Y mm. C1YtTOW Nm <br />�1L 11m 1MLL It "All no <br />A5T6f ET30Q <br />t AR040t 96 own <br />M M6 or allso am a <br />130 M , PARSAI Y <br />aw <br />R> 9i 1" A TAAW <br />Rw4m " MAW <br />oES ate: <br />apAt7Ts; <br />r +t 0*0 bJemilba- <br />1-lyr w6a m voe mwr <br />EgLOsEg, <br />M".* <br />w <br />�u <br />AT 01M <br />HEAD <br />Stt <br />T EAGI <br />GLASS SFZE <br />DP, LOA ) <br />tl 4s <br />4"4AM <br />.. <br />RESISTANCE <br />`36 X 36- <br />-�89 <br />2 <br />2 <br />2 <br />8 <br />6 <br />4 <br />16 i 16 1/4. <br />-30 ) <br />36.)c 44- <br />-19 <br />3 <br />3 <br />:2- <br />7 <br />:7 <br />- 5 <br />16 -"-,1/A <br />180 (558) <br />36 X 46 <br />-a0 <br />3 <br />3 <br />2. <br />7 <br />7 <br />3 <br />16 a 221/4 <br />-a0 (MR) <br />X X 52 <br />=E0 <br />3 <br />3 <br />2 <br />a <br />5 <br />5 <br />"'x 24 1/4 <br />-70 (sss) <br />36 X 40:; <br />-a8, <br />3 <br />3 <br />x- <br />a <br />a,6 <br />16 x 25 1/4 <br />--so cam) <br />36 X 22': <br />3 <br />3 <br />3- <br />10 <br />fly <br />a. <br />1S x 34 1/4 <br />-50 <br />48 X 36 <br />3 <br />3 <br />2 <br />a <br />a <br />4 <br />22 - 16 1/4 <br />-80 (SB) <br />48 k 44 <br />-04 <br />dd00 <br />3 <br />3 <br />2 <br />9 <br />9 <br />5 <br />z2 r 19 1/4 <br />-20 (SSB) <br />48 X 48 <br />-80. <br />4 <br />4. <br />2< <br />to <br />16 <br />6 <br />22'1% 22 1/4 <br />-30 (S98) <br />48 X'52 <br />-88 <br />4 <br />4 <br />3 <br />10 <br />0 <br />7 <br />22 x 24 1/4 <br />-70 058) <br />48 X 60: <br />"A. <br />4 <br />4 <br />3'. <br />11 <br />11 <br />6 <br />22'x 25 1/4 <br />-60 (SM) <br />46 X 72 <br />- -411_ <br />4 <br />4 <br />1 1 <br />10 <br />10: <br />a <br />22.x 34.(4 <br />-50 S56) <br />X 36 <br />: -80 <br />3 <br />3 <br />2. <br />9 <br />9 <br />4. <br />26 x 16 114 <br />-80 SSB) <br />Jib X 44. <br />-80 <br />4 <br />4 <br />2 <br />11 <br />11. <br />- 6 <br />20 x 19.1/4 <br />-70 (WO) <br />$4 % 44 <br />-84 <br />4 <br />4 <br />3 <br />12 <br />12 <br />7 <br />26 c 22 1/4' <br />-70($S8) <br />56 X &2 <br />-8Q: <br />4 <br />4 <br />3- <br />12 <br />t2 <br />7 <br />2E x 24 1/4 <br />-60 cm) <br />=56 x 60 <br />-,a <br />4 <br />4 <br />3 <br />12 <br />12 <br />a <br />28 g 28 1/4 <br />-50 08) <br />38 X 72 <br />--94 <br />} <br />1 4 <br />3 <br />11. <br />v <br />8 <br />1 2d x 34 114 <br />-50 (058) <br />80 x 34 <br />4 <br />4 <br />3: <br />10 <br />10 <br />5 <br />28 k 16 1/4 <br />-50 (SSB) <br />50 X 44 <br />-a6 <br />4 <br />4 <br />-x: <br />12 <br />12 <br />6 <br />25.19 1/4 <br />-60 (^sW) <br />_ <br />60 X 48 <br />-80 <br />S <br />8 <br />3- <br />13 <br />13- <br />7 <br />23 x 22 1/4 <br />-50 (50) <br />60 X 52- <br />-79 <br />5 <br />5 <br />3 <br />13_ <br />13. <br />a <br />20 x 24-1/4 <br />-50 (SSB) <br />6p X 60 <br />-66 <br />4 <br />4 <br />-3. <br />12- <br />12 <br />a <br />28 - 28 1/4 <br />-50 (OW) <br />60 X 72' <br />-52 <br />4 <br />4 <br />3'_ <br />11 <br />it <br />6 <br />28 c `4 t/.4 <br />-50 (930) <br />,66..X 38- <br />-90 <br />4 <br />4 <br />'2 <br />12 <br />12 <br />5 <br />31 x 1a-.1/4 <br />-60 S56) <br />36 X 44 <br />-77 <br />5 <br />3 <br />2 <br />13 <br />13 <br />6 <br />3/ x IS 1/4 <br />-50 (SSS) <br />86 9 48 <br />-T4 <br />5 <br />5 <br />3 <br />13 <br />13 <br />7 <br />31 x 22 1/4 <br />-50 (SSO) <br />da x 52 <br />-72. <br />5 <br />5 <br />3 <br />14 <br />14 <br />7 <br />314 24 1/4. <br />-50 (S58) <br />-ta x 60 <br />--91 <br />5 <br />5 <br />3 <br />13 <br />13 <br />8 <br />31 x 28 1/4 <br />-50 (OSB) <br />86 X 72 <br />1 _48 <br />4 <br />4 <br />3 <br />12 <br />12 <br />6 <br />31 x 34 1/4 <br />-50 COW) <br />72 X 36. <br />-77 <br />4 <br />4 <br />2 <br />13 <br />13 <br />5 <br />34 x 16 1 4 <br />-70 OM) <br />72 X 44 <br />-as, <br />5 <br />5 <br />2- <br />13 <br />13- <br />6 <br />34 x 19 1/4 <br />-60 (DW) <br />72 X 48 <br />-.65 <br />5 <br />5 <br />2 <br />13 <br />13 <br />5 <br />34 x 22 1/4 <br />-50 (OW)72, <br />X 32 <br />-63 <br />5 <br />5 <br />3 <br />13 <br />13 <br />7 <br />34 x 24 1/4 <br />-50 (D58) <br />72 x so' <br />-58' <br />5 <br />3. <br />.3 <br />14 <br />14 <br />a <br />34 - 28 1/4 <br />-50 COSS) <br />72 x 72 <br />-45 <br />4 <br />4 <br />3 <br />12 <br />12 <br />6 <br />34 x 34 1/4 <br />-45 (D58 <br />86 x 36 <br />-59 <br />4 <br />4 <br />2 <br />13 <br />13 <br />4 <br />42-16 1/4 <br />-50 (DSO) <br />86 X 44 <br />-52- <br />4 <br />4 <br />2 <br />13 <br />1.3 <br />5 <br />42 x 19.1/4 <br />-47 (D58) <br />88 X 46 <br />-40 <br />4 <br />4 <br />2 <br />13 <br />13 <br />5 <br />42 x 22 1/4 <br />-.46 (DSB) <br />Be X 52 <br />-47 <br />5 <br />5 <br />2 <br />13 <br />13 <br />5 <br />42 x 24 1/4 <br />-70 (311C) <br />Be % 60. <br />-43 <br />5 <br />5 <br />2 <br />13 <br />13- <br />0 <br />42 x 20 1/4 <br />-70 (3/,6`). <br />ea % 72 <br />-40: <br />S <br />b <br />3 <br />/4 <br />14 <br />8 <br />42 x 34 C 4 <br />t6 <br />-80 3 ' <br />GENERAL NOTES: <br />1) S" AS REWIRED ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD SHIM MAX. <br />ALLOWABLE SHIM STACK TO BE 1/41'. <br />2) WINDOW FRAME MATERIAL ALLOY 6053. <br />a)` USE CAULK BEHIND. WINDOW FIN AT MEAQ. SILL. Ao JAMBS. <br />4),,VW CALRX FOR PER)METER SEAL AROUND EXTERIOO OF VWNDOW FLANGE. <br />S-) DESM PRESSURES. S140M ARE BASED ON UULL16N CAPACITY ONLY. DESIGN PRESSURES FOR GLASS <br />TWOCNESS MUST BE:DETERMiNED PER ASTM E1300 GLASS CHART AND THE SMAL).ER VALUE MUST <br />BE USED FOR DESIGN. <br />6)' WHERE WAAR RESISTANCE TEST REQUIREMENT OF 15x :OF DESIGN LOAD APPLIES, POSITIVE 'DESIGN <br />LOADS VALL BE La1hTED ER TO 40:0 PSF DUE TO VATTEST PRESSURE OF 6:0 PSF -ACHIEVED, IN TEST. <br />7) 1IJ57'ALW)O)t FtN FRAME tAINDOW W .SPRUCE PINE F>tt (SPF) WOW FRAME OPENING 51ATH <br />TW(1 BY WOOD STUDS, USING OA13-0 NAILS.OR fB SCREW OF SUFFICIENT LENGTH TO PROVIDE <br />MINIMUM E7ABEOMENT INTO SIJBSTtiJ►7E AS SHOW.ABOVE INTABLES:; <br />8) IF b(ACT W046OW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY` Usm <br />WI'M NEXT -LARGER SIZE. <br />SHEET NO. <br />W4 <br />