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1 <br />SECTION 1 <br />"wws <br />SASH sm <br />CAULK BEHM FIN <br />1w D"Ed64AL MULLION <br />19f8.1AL6 <br />PO <br />C, SECTION 2 Q;11 - <br />OW <br />NFRS <br />WINDOW <br />WDH. <br />CAUUi:-MHM FN - <br />O O O O <br />PEAIMEl" CAllf.#f <br />BY O1I" <br />2 <br />12" O.C. <br />MA7C;TYP)_. <br />WINDOW EQUALLY SPACE <br />HGT. AN.cH6RS (TYP.) <br />fej MA.(TYP) <br />6"MAX.(iYP.). <br />sm upposm 11 <br />ELEVATION <br />VIEWED FROM EXTERIOR <br />2 ><>w� <br />OY 0T16R5 <br />)AM. EMMWMT <br />(SEE CHART) <br />_ I <br />FASTENER <br />PER SLHWULE <br />1MF sr t] m�:wat�s 'wm awI l des "ALL <br />lea OIL- "m al) <br />ASIV b'_V6 <br />- ' - : - <br />11NOGMl <br />,. 1Mutll11'Qf 46 9C710/9 -' <br />t4tMltlEll p' A9/ �. MAK,S -- <br />13Q Y. Y <br />six <br />a �>H.11c <br />mumm N fftm <br />QESE�1>? >� <br />• w Nir.b It <br />1-1 mmum tom»► <br />b_ <br />ws�t/ <br />AT FAM <br />t ><aat <br />DP, LOAD <br />1iKiiT <br />ttEAD <br />slli <br />JANIs <br />: +1EAD <br />sRc <br />_ <br />- 4AW <br />GLASS SfZE <br />RESISTANCt. <br />m x 36- <br />.,BQ <br />2 <br />2 <br />2. <br />B <br />6 <br />4 <br />16- . 1/4 <br />_80 <br />36"X 44 <br />-10 <br />3 <br />3 <br />2: <br />7 <br />7 <br />$ <br />16 x 19¢1/4. <br />-60 (S58) <br />36 X 48 <br />-80 <br />3 <br />3 <br />2% <br />7 <br />7 <br />3 <br />16 x 22 1/4 <br />-90 (SSQ) <br />.3& X w <br />-eQ <br />3 <br />3 <br />2. <br />8 <br />8 <br />5 <br />18's 241/4 <br />-70 j559Y <br />36 % kV <br />_*i <br />3 <br />3 <br />2 <br />8 <br />6. <br />6 <br />16 X 28 1/4 <br />-66 ."j <br />35 X 7.2 <br />70 <br />3 <br />3 <br />3- <br />16- <br />TO <br />6, <br />is x 34-1. 4 <br />- -56 ,. <br />48X36 <br />3 <br />3 <br />2 <br />8 <br />6 <br />4 <br />22x16S4 <br />) <br />46 X 44 <br />_6Q <br />3 <br />3 <br />1 <br />-A <br />9 <br />'. S <br />22. to /9 1/4. <br />_40 OSS) <br />48 X 48 <br />-8Q. <br />4 <br />4• <br />2 <br />to <br />16 <br />6 <br />32 x 221/4 <br />-80 (5W) <br />48-X-'52 <br />-80 <br />- '4 <br />4� <br />�3� <br />f0-- <br />16 <br />7 <br />22 x 2* 1/4 <br />-70 (SSB) <br />48 X 80 <br />-1%, <br />- 4 <br />4. <br />3 <br />17 <br />11 <br />6 <br />22,x 28.1/4 <br />-W (95g) <br />46 X 7i <br />-411- <br />4 <br />4- <br />.3" <br />10 <br />10. <br />6 <br />22-x-',}4-:T` 4 <br />-80 331� <br />56 X 3706 <br />- <br />3 <br />3 <br />2 <br />9. <br />9 <br />4 <br />28 x 16 1/4 <br />BD S58 <br />36944. <br />84. <br />4 <br />4 <br />2-. <br />11 <br />it, <br />6 <br />26 >, 19 t/4 <br />70 (SSO) <br />56 X 4A <br />-80 <br />4 <br />4 <br />3 <br />12 <br />12 <br />7 <br />26 x 22 1A <br />70 (SO) <br />56 X ST_ <br />=-0p: <br />4 <br />4 <br />31 <br />12 <br />t2 <br />7 <br />26 r 24 1/4 <br />60 (S68) <br />56 % 60-. <br />4 <br />3. <br />12: <br />12 <br />8 <br />26 s 28 1# <br />-50 (W) <br />56 X 't2 <br />-5S <br />'. 4 <br />4 <br />3- <br />/t <br />11 <br />6 <br />28 x 34 1` 4 <br />-50 toss) <br />6Q X 36-- <br />-tW <br />4 <br />4 <br />2. <br />W <br />10 <br />5 : <br />F4 9 '1/4 <br />=00 SS8 <br />50 X 44- <br />-66 <br />4 <br />4' <br />2- <br />12 <br />12. <br />6 <br />28 x 19 1/4 <br />-60 (SSS) <br />60 X 43 <br />-80 <br />3 <br />5 <br />3' <br />13 <br />13' <br />7 <br />28 -t 22-1/4 <br />-50 (M) <br />60 X 52 <br />-79 <br />5 <br />5-. <br />3 <br />13. <br />13' <br />6 <br />28 v 24.1/4 <br />-50), <br />60 X 6Q <br />65 <br />4 <br />4 <br />3 <br />12 <br />12 <br />8 <br />28 x 28 1/4 <br />-50 (M) <br />60 % 72 <br />: -52 <br />4 <br />_3. <br />__ -11 <br />__.11- <br />- 6. <br />28 x 34,1/4. <br />68 X 36 <br />-80 <br />4 <br />4 <br />_2. <br />12- <br />12 <br />5 <br />31:x-16-1/4 <br />a410 ) <br />66 X 44 <br />-77 <br />5 <br />5 <br />2- <br />13. <br />13 <br />6 <br />31 . 161/1 <br />-06 (SM) <br />66 X 48 <br />-74 <br />5 <br />5 <br />3- <br />13 <br />137- <br />7 <br />31 x 22 1/4 <br />-50 (3SO) <br />66 X 52- <br />-72- <br />5 <br />5 <br />a <br />14 <br />14 <br />7 <br />31-.x 24 1/4, <br />: -50 (559) <br />66 X 60 <br />--61 <br />5 <br />6 <br />3 <br />13 <br />13 <br />6 <br />31 x 28 1/4 <br />=50 (456) <br />66 X 72 <br />-48 <br />4 <br />4 <br />3 <br />12 <br />12 <br />- 8 <br />1 31 x 34 1/4 <br />-5Q } <br />72 X 36 <br />-77 <br />4 <br />4 <br />2 <br />13. <br />13 <br />5 <br />34 x 16 i 4 <br />-70 OW) <br />72 K 44 <br />-68. <br />5 <br />5 <br />2- <br />13 <br />13- <br />6 <br />34 x 19 1/4 <br />-60 (W) <br />72 X 4 <br />-e$ <br />5 <br />5 <br />2 <br />13 <br />1a <br />6 <br />34 x 22 1/4 <br />-60 <br />72•X 52 <br />-63 <br />5 <br />5 <br />3 <br />13 <br />13 <br />7 <br />-60 (DSB) <br />72 X 69 <br />-54, <br />5 <br />5: <br />3- <br />14 <br />14 <br />8 <br />"59 (ow) <br />72 X 72 <br />-45 <br />4 <br />4 <br />3 <br />12 <br />12 <br />a <br />"28 <br />-46 OSO86 <br />X 36 <br />-59 <br />4 <br />4. <br />2 <br />13 <br />13 <br />4 <br />-50 (D68 <br />B8 X 44 <br />-52- <br />4 <br />4 <br />Z <br />t3 <br />13- <br />5 <br />42 x 19'-1/4 <br />-47 OW) <br />68- X 48 <br />-49 <br />4 <br />4 <br />_2 <br />13 <br />13 <br />5 <br />42 x 2Z 1/4. <br />-48 (OW) <br />66 X-52 <br />-47 <br />5 : <br />5 <br />2 <br />13.. <br />13 <br />5 <br />42 x 24 1/4 <br />-70 13/101 <br />118 X 6o <br />-43 <br />5 <br />5 <br />2 <br />13 <br />13 <br />6 <br />42 x 28 1/4 <br />-70.(�/16"). <br />66 X M <br />-40, <br />5 :. <br />b <br />3 <br />a-. <br />t4 <br />_e <br />42 _s 3i 1 4 <br />-ISM*)-;. <br />GENERAL NOTES: <br />1) S141M AS REQUIRED ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD SHIM MAX,. <br />ALLOWABLE SHIM STACK TO BE 1/4: <br />2)"WINDOW FRAME 'MATERIAL ALLOY 600, <br />3) bSE CA(AXK BEHNNG WINDOW FIN' AT HEAD. SILL. * JAMBS, <br />4). USE CAULK FOR 0E0METER SEAL AROUND EXTERIOR OF WINDOW FLANGE. <br />DESIGN PRESaWS:SHD94 ARE BASED ON MULLION CAPACITY :ONLY. DESIGN PRESSURES FOR •GLASS <br />THICKNESS: MUSE BE.DETERMINED PER ASTM E7300 GLASS CHART AND THE SMALLER VALUE MUST <br />BE USED FOR DV_*N. <br />6) WHERE WATER RESISTANCE TEST RECUIREMENT OF 75%.,OF DESIGN LOAD APPLIES. PO%mVE OES.CGN <br />LOADS VALL BE LIMITED TO 4(k0 PSF DUE TO WATW' TEST PRESSURE OF &D PSF--ACHIEVED IN TEST. <br />7) INSTALLATION: FIN FRAME WINDOW IN .SPRUCE PINE: FRt (SPP) WOOD FRAME OPENING VAT14 <br />TWO BY WOOD STUDS, USING; 0.113'13 MAILS .OR #8 SCREW, OF SUFFICIENT LENGTH TO PROVIDE <br />MINIMUM EMBEDMENT I ITO' SUBSTRI�TE AS SHOWN ABOVE IN TABLES. <br />8) IF b(A+CT' WMW. SIZE 15 NOT LISTED Ii ANCkO CHART. USE A46409 .QUANTITY` LISTED <br />WITH NEXT- LARGER SIZE. <br />SHEET NO. <br />