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<br />ALTERNATIVE WHEN TRUSSES <br />RUN PERPENDICULAR TO \VALL <br /> <br />(2) 16d NAILS <br />EACH END <br /> <br />r BOTTOM OF <br />TOP CHORD <br /> <br />$- <br /> <br /> <br /> <br />USP SUH24 <br />EA END <br /> <br />2x4 @ 16" O,C. <br />(4) - 12d NAILS <br />TYP U,N.O. <br /> <br />BOTTOM OF <br />r BOTTOM CHORD <br /> <br />$- <br /> <br />2x AT EACH <br />TRUSS <br /> <br />-r <br /> <br />SEE $- <br />ELEV <br /> <br />DOUBLE 2X <br />TOP PLATE <br /> <br />CORNER <br />USP LSTA12 <br />w/10-10d NAILS <br /> <br /> <br />B <br /> <br /> <br />B <br /> <br />A <br /> <br />A SEE <tt- <br />___ t.Lt.V T <br />, ------ (2) 2x4 SPF CONST GRA <br />2x4 SPF CONST GRADE <br />@ 16" O,C. <br /> <br />~ ~ USP SPT22 & SPT24 EA <br /> <br />(2) 6d NAILS <br />T&B @ 16" O.C. <br /> <br />PLAN VIEW A-A <br /> <br />(2) 2x4 HEAD <br />OR SILL <br /> <br /> <br />MIN (2) 2x4 SPF <br />VERTICAL STUDS <br />USP <br />JUS24-2 <br /> <br />#' .... a... .. .'" a... ' . <br />,. ..." .... .. .I" ... .. ..... <br />. " ", . ......... .,.., . ..... ' ',.... ' ',.... . <br />... .,. .. .. "" .. .. ... .... .... y#' .... .. .. ~ ..:, 't 'If' ~ <br />.. . ..,... ...... . <br />....... .........' .... <br />.. ' "., , .,.., <br />.. ~.. ........ ~" ,. '" . <br />. .... ' , .., , . <br />, ....1. ... '0" .'-0 <br />#' ,., ""',' '.... <br />..~ .. ..,......~.. .. ~ .. <br /> <br />2x4 P.T, CONT. wi 1/2" DIA <br />A,B, @ 48" O.C, & EA E D. <br /> <br /> <br />PLAN VIEW B-B <br /> <br />SEE FOUNDATION <br />PLAN FOR FTG <br />REQUIREMENTS <br /> <br />SECTION AT BUTT-JOINT GLASS WINDOW <br /> <br />SCALE: 1/2" = 1'-0" <br /> <br />FRAME CONNECTION <br />NO. 14 FLAT HD <br />WOOD SCREWS @ 3" FROM <br />EA END & 14" O.C. (3 SIDES) <br />MIN. 11/2" EMBEDMENT <br /> <br />MASONRY CONNECTION <br /> <br />3116" TAPCONS,g) 3" FROM EA END & <br />14" O.C, (3 SIDES) MIN. 11/2" EMBEDMENT <br /> <br /> <br /> <br />TYPICAL FRAME: <br />0.187" x 1.75 x 1.125 <br />THICKNESS = 0.062" <br />wi EPDM RUBBER WEDGE <br /> <br />" <br />" <br />" <br />" <br />" <br />" <br />" <br />~ <br />~ <br />~ <br />~ <br />, <br /> <br /> <br />SQUARE JOINT <br /> <br />PLAN <br /> <br />I <br />l, <br />I <br /> <br />I <br /> <br />1 <br /> <br />SEE FLOOR PLAN <br /> <br />MITRED JOINT <br /> <br />NOTES: <br /> <br />1. ALUMINUM ALLOY 6063-T5 <br />2. GLAZING TO MEET ASTM E1300 <br />3. DESIGNED FOR AREA = 10 TO 100 S.F, (INT. ZON <br /> <br />MAX HEIGHT <br />70" (t= 1/2") <br />60" (t= 1/2") <br />50" (t= 1/2") <br />40" (t= 3/8") <br />SEE PLAN FOR <br />SPECIAL REQUIREMENTS <br /> <br />~0t~' <br /> <br />TEMPERED <br /> <br /> <br />ELEVATION <br />BUTT-JOINT GLASS WINDOW DETAIL <br />v = 120 MPH FBe 2001 SCALE: 1/2" = 1'-0" <br />REV. 94-03 AS <br /> <br /> <br /> <br />]' <br />. I <br /> <br /> <br />: I <br />, I <br />" ' <br /> <br />lOd @ 8" D.C, STAGGERED <br />EACH MEMBER (TYP.) <br /> <br /> <br />r <br /> <br /> <br /> <br />CRIPPLE STUDS @ 16" O.C. BETWEEN <br />HEADER & TOP PLATE WHEN APPLICABLE <br />W/ USP SPT22 A~D USP SPT24 TOP A~D <br />BOTTOM EACH STUD <br /> <br />(2) 2X12 No,2 SYP HEADER w/7/16" OSB <br />SPACER UNLESS NOTED OTHERWISE ON PLAN <br />BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT <br /> <br />(2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING <br /> <br />TRIMMER STUDS: <br />(1) REQ, EACH SIDE OPENINGS UP TO 6'-0" WIDE <br />(2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE <br /> <br />FRAMING AROUND OPENINGS SHALL BE <br />NO.2 OR BETTER SYP <br /> <br />SEE PLAN FOR ADDITIONAL <br />SECTIONS REQUIRED <br /> <br />(2) 10d TOENAILS OR (2) <br />16d ENDNAILS EA. STUD <br /> <br />NOTE: SEE PLAN DETAILS FOR CONNECTIOI\iS THAT <br />MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES <br /> <br /> <br />5CAlE: N.T.5. <br /> <br />TYP, FRAMING fi) EXTERIOR DOOR OPENING <br /> <br /> <br />CRIPPLE STUDS @ 16" O.C, BETWEEN <br />HEADER & TOP PLATE WHEN APPLICABLE <br />_ W/ USP SPT22 AND USP SPT24 TOP AND <br />BOTTOM EACH STUD <br /> <br />(2) 2X12 NO.2 SYP HEADER w/7/16" OSB SPACER <br />UNLESS NOTED OTHERWiSE ON PLANS <br />BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT <br /> <br />~:' . <br /> <br />r <br />]~ I <br />I. <br /> <br />I <br />, . <br />" ' <br /> <br />lOd @ 8" D.C, STAGGERED <br />EACH MEMBER (TYP,) <br /> <br /> <br />(2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING <br />UNLESS NOTED OTHERWiSE ON PLANS <br /> <br />TRIMMER STUDS: <br />(1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE <br />(2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE <br /> <br />FRAMING AROUND OPENINGS SHALL BE <br />NO.2 OR BETTER SYP <br /> <br />USP MP34 EACH END, TYP. <br /> <br />- DBL. 2x4 SILLS FOR WINDOWS <br /> <br />CRIPPLE STUDS @ 16" O,C, <br />W/ USP SPT22 AND USP SPT24 <br />EACH STUD <br /> <br />(2) 10d TOENAILS OR (2) <br />16d ENDNAILS EA, STUD <br /> <br />NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT <br />MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES <br /> <br /> <br />TYP, FRAMING fi) WINDOW OPENING <br /> <br />5CAlE: N.T.5. <br /> <br />W <br />LI....~O:: <br />'00::0 <br />W LI....LI.... <br />~~~~ <br />2:-0::) <br />W xU) 0:: 0 <br />() 05L1....u <br />o::ozU <br />I- o.."""w<l:: <br />O o..<<=~1- <br /><l::0<l::0 <br />Z WCl:::l-z <br />Cl:::Ll....w <br />W <l::zo::O <br />'1""1 ow<l:: 0 <br />'-' W~(j)O <br /><( I-~ZZ <br />o o<l:: <br />I- ::)w-w <br />o OCl:::(j)2: <br />(j) <l:: z . <br />o w(j)W<l::z <br />LL <-,z~S:Q <br />w ~QOo~ <br />o(j)Cl:::l-u <br />0:: 06]Q~:J <br /><( LI...."""o::Uo.. <br />w<<=woo.. <br />::J Cl:::ol-a5<l:: <br />O <l:: ,z -l <br />::)~- -l <br />Cf) OU) ~ en gs <l::~ <br />Cl:::-l' <br />w-lO <br />::::J>;;:zo:: <br /><l::0:><l::0 <br /> <br />(/) <br />Q,)Q,).....J <br />Cl)1a~ <br />Q,).- Q <br />Q,)UU) <br />~ ~ ~ <br />I (/)0 <br />Cl::: <br />Cl)cuo.. <br />Q,)Cf3 <br />- '0.0 u: <br />ca.- - <br />..(/)~ <br />oQ,)w <br />e"Cu <br /> <br /> <br />w <-' 000 <br />I ~ ('II Z <br />1-. 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