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f <br />-C'WX-80*0 FIN zT Cm"imamw F9i - „_- <br />Ex <br />1w IN1Fialk MUUJOH! twiOr <br />i9fa .w�61 <br />SECTION 2 <br />T� <br />�1 <br />'ASTENER v BY OHM <br />'ER SCHEDIX.E <br />MNDOW <br />WDH-: <br />- IAnLK: Bti16M FBi <br />O O Q O <br />1930 HEAD <br />tEPoh�iER WAX <br />1907 FlXEO ItAB. BY O1tffR <br />2959. LOCK-RAk <br />12" 0.0, <br />vermal MAX. (TYP).. <br />Soctlon EQUALLY SPACE <br />WINDOW OT AtV <br />- <br />HCt GNOftS (TYP <br />29M 80TSOM ItAk <br />1901 <br />6' MAX.(TYP) <br />odor � <br />1 �VMAX(TYP), <br />ELEVATION <br />SECTION 1 VIEWED FROM EXTERIOR <br />2 .X .1MOd6 <br />BY OTI$R5 <br />MIX. EMBEDMENT <br />(SEE CHART). <br />--- - FASTENER <br />PER SCHEDULE <br />1a4 st rlwep►w►>Gi[:auttiss +vlagt o�n{es l9ao rw.l l+�u a tie r ty <br />ASl M E130Q <br />agOprl <br />1R91pY11t /6 sc(c 8 <br />N411WEN cr MOO 11A4S <br />130 . PARTIALLY <br />�am <br />u 81r#w� <br />REDIum N AWA <br />Dowf?pEs51I18 <br />1(3PAQ11•• -M <br />Y 1 wvm li <br />1-1" sowmw <br />1EADLIM BUILDW <br />WBTH/ <br />HEAD <br />Ski <br />AT FAC'1 <br />NE/t6 <br />SILL <br />"T ERdt <br />-. ... <br />GLASS SfZE <br />OP: -LOAD <br />HaGHT <br />: _ <br />440 <br />� <br />RES11TANdt <br />34 x 36 <br />-a0 <br />2 <br />2 <br />2 <br />6 <br />6 <br />4 <br />1B"1<18 1/4, <br />-80 <br />36 k 44 <br />-110 <br />3 <br />3 <br />2 <br />7 <br />7 <br />5 <br />m x 19,1/4 <br />w80 (558) <br />s X 4� <br />-aa" <br />3 <br />3 <br />-2 <br />r <br />7 <br />s <br />16 x Xl 1/4 <br />-90 MR) <br />38 X 32 <br />r9Q <br />3 <br />3 <br />2 <br />B <br />8 <br />5 <br />11g' x 241/< <br />-�70 tom) <br />35 X 8G. <br />-88 <br />3 <br />3 <br />2 <br />5 <br />a <br />a <br />14P x�ff 1/4 <br />-60 ) <br />35 X 72 <br />70 <br />3- <br />3 <br />3 <br />10 <br />TD' <br />a <br />x 34 1 4 <br />-36 <br />48X26 <br />-40 _. <br />..3 <br />,3 <br />_.".2:_. <br />8 <br />6___. <br />4 <br />22x16T4 <br />-So ...(A6g)-.' <br />48 X 44 <br />=86 <br />3 <br />3: <br />Z <br />9 <br />9 <br />5 <br />2Z.9 19 1/1 <br />-SO (S58) <br />49 Y 46 <br />-80.- <br />4 <br />4: <br />2- <br />10 <br />10 <br />6 <br />122 K 22 1/4 <br />-6D (496) <br />48 X-"52 <br />-90 <br />4 <br />4 <br />3" <br />in <br />14 <br />: 7 <br />22 x 241/4 <br />-70 (958) <br />44 X 60 <br />-74. <br />4 <br />4. <br />3-. <br />17 <br />11 <br />A <br />22,x 28 1/4 <br />-80 (SS8) <br />46 x 72 <br />-6t. <br />4 <br />4 <br />3 1 <br />10 <br />10 <br />a <br />22 x 34..1' <br />ss0) <br />56 x 36. <br />To - <br />3 <br />3 <br />2. <br />9 <br />9 <br />4 <br />28 x 16 1/4 <br />-00 11 <br />:56 X 44• <br />-84 <br />4 <br />+ <br />2 <br />11 <br />11 <br />- 6 <br />241 19 1/4; <br />770. (SS@) <br />is X 46 <br />-40 <br />4 <br />41 <br />3 <br />12 <br />12 <br />7 <br />25 x 22 1%4 <br />-76 (SM) <br />56 X a2'- <br />-eC: <br />4 <br />4 <br />3. <br />12¢ <br />12 <br />7 <br />28 a 24 1/4 <br />46 (S58) <br />56 X 60. <br />-68 <br />4 <br />4 <br />3 <br />12 <br />12 <br />8 <br />26 x 28 1/4 <br />-50 Cs*36 <br />X 12 <br />-54 <br />4 <br />4 <br />3 <br />11 <br />11 <br />6 <br />26:x 34 10. <br />-SD t0981 <br />60 X 30 <br />-80- <br />4 : <br />4 <br />.2 <br />to <br />10 <br />5 <br />28 X 16 1/4 <br />-80 SSej <br />60 X 44 <br />-80 <br />4 - <br />4 <br />2 <br />12 <br />12 <br />a <br />28 x 19 1/4 <br />-00 (SS$) <br />60 X 48 <br />_ao <br />5 - <br />3- <br />-3` <br />13 <br />13' <br />7 <br />28 x 22 1/4 <br />,W (SS$) <br />80 X 52 <br />-79 <br />5 <br />6 <br />-3 <br />13, <br />13, <br />a <br />26 v 24 1/4 <br />-30 (SS8) <br />60 X 60 <br />-8'S <br />- 4 <br />4- <br />-3. <br />12' <br />12 <br />a <br />28 x 26 1/4 <br />-50 (056) <br />60 X 72 <br />-52.. <br />" <br />.. 4 <br />-. -3 <br />--11-. <br />it <br />6 <br />28 x 34.. 1/4 <br />_-56 (038). <br />66 X 3a <br />-60 <br />4 <br />4 <br />..2- <br />12- <br />12 <br />5 <br />31 x 18-1/4 <br />-.60 _SWB) <br />86 X 44 <br />-77 <br />5 <br />S <br />2 <br />13 <br />13 <br />6 <br />al it 19 1/4 <br />- -66 (SM) <br />88 X 48 <br />-74 <br />5 <br />5 <br />3 <br />13 <br />13 <br />7 <br />31 z 22 1/4 <br />-50 (9SH) <br />66X 52- <br />-72. <br />5 <br />5 <br />3 <br />14 <br />14 <br />7 <br />31.x 24 1/4 <br />-50 (SSA) <br />66 X 60 <br />-61. <br />S <br />8 <br />3 <br />13- <br />13 <br />8 <br />31 x 28 1/4 <br />-50 (Q58} <br />86•X 72 <br />-46 <br />4 <br />4 <br />3 <br />i2 <br />1Z <br />6 <br />31 x 34 1 4 <br />-50 ) <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 />-70 050) <br />72 944 <br />-68. <br />S <br />5 <br />2 <br />13 <br />13 <br />6 <br />34 x 19 1/4 <br />-60 (058) <br />72 X 48 <br />-65- <br />5 <br />3 <br />2 <br />13 <br />13. <br />5 <br />34 x 22 1/4 <br />-56 (m) <br />72-X 52 <br />-83 <br />5 <br />3 <br />3 <br />i3 <br />13 <br />7 <br />34 x 24 1/4 <br />-60 (D96) <br />72 X 69 <br />=58. <br />5 <br />6! <br />3 <br />14 <br />14 <br />8 <br />34 x 28 1/4 <br />-50 (DSB) <br />72 X 72 <br />-45 <br />4 <br />4 <br />1 3 <br />i2 <br />12 <br />6 <br />34 34.1 4 <br />-46 (DO) <br />88 x 36 <br />-59 <br />4 <br />4 <br />2- <br />13 <br />13 <br />4 <br />42.x116 1/4' <br />-50 (D58) <br />88 X 44 <br />-5.2. <br />4 <br />4 <br />2 <br />13 <br />13: <br />S <br />42 x 19 1/4 <br />-47 (OW) <br />83 X 46 <br />-40 <br />4 <br />4 <br />-2 <br />13 <br />13 <br />5 <br />42 x 22 1/4 <br />-.46 (D$8) <br />88 X 52 <br />-47 <br />5 <br />5: <br />2 <br />13 <br />13 <br />3 <br />42 x 24 1/4 <br />-70 (3/1r). <br />88 X 60 <br />-43 <br />5 <br />5 <br />2 <br />13 <br />13 <br />6. <br />42 <br />88 X 72 <br />- -40• <br />5 <br />.6 <br />3 <br />14. <br />14 <br />a <br />42 x -11 <br />GENERAL NOTES <br />1) SHIM AS REQUIRED ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD SHIM "MAX. <br />ALLOWABLE SHIM STACK TO BE 1J4, <br />2) WINDOW FRAME MATERIAL ALLOY SM. <br />3) 0SE CAULK 800M *0OW F *f AT HEAD SILL. k JAMBS. <br />4)..USE C40 FOR P WETER SEAL ARQI7ND EXTERIOR QF WINDOW FLANGE. <br />5) DE" PAS. SHf J ASED RE 9AON! MULLION CAPACITY ONLY. DESIGN PRESSWRES FOR .(;tass <br />THICKNESS. MUST k DE704 NED PER ASTM E130D GLASS CHART AND THE Sil ER VALUE MUST <br />BE USED FOR DES'1(;rl. <br />6) WHM WAM- RE?ANCE TEST REQUIREMENT OF 15%.,DF DESIGN LOAD APPLIES. POSITIVE DE51.4" <br />LQADS WALL BE LIMITED TO 4a0 p5F DUE TO WATER TEST PRESSURE OF 6:o PSF ALmYED iN LEST. <br />7) itMALL VON: FIN FRAME'WINDOW :IN SPRUCE PINE FW (SPF) WOOD FRAME OPENING VAT" <br />TWO BY WOOD STUDS. USING 0.114*0 NA _OR #8 SCKW1! OF SUFFICIENT LENGTH TO PROVIDE <br />M"MUM EMBEDMENT MTd!�SUBSTR61E AS SHOWN ,ABOVE IN TABLES. <br />8) IF EXACT WNDOWI SIZE I5 NOT LAM MY ANOIo CHART; 0,$E A464OR QUANTITY LISTED <br />WITH NEXT --LARGER 5IM <br />SHEET NO. <br />W4 <br />