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<br />ALTERNATIVE WHEN TRUSSES <br />RUN PERPENDICULAR TO WALL <br /> <br />(2) 16d NAI LS <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 />T <br /> <br />SEE <br />ELl: V $- <br /> <br />DOUBLE 2X <br />TOP PLATE <br /> <br />CORNER <br />USP LSTA12 <br />w/10-10d NAILS <br /> <br /> <br /> <br />B <br /> <br />(2) 6d NAI LS <br />T&B @ 16" O.C. <br /> <br />A SEE $- <br /> <br />~(2) 2x4 SPF CONST GRA <br />2x4 SPF CONST GRADE <br />@ 16" O.C. <br /> <br />-----;-t-- ~ USP SPT22 & SPT24 EA <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 /> <br /> <br />USP <br />JUS24-2 <br /> <br />PLAN VIEW B-B <br /> <br />SEE FOUNDATION <br />PLAN FOR FTG <br />REQUIREMENTS <br /> <br />2x4 P.T. CONT. wi 1/2" DIA <br />A.B. @ 48" O.C. & EA E D. <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" TAPCONggl 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 /> <br />!, <br />1 <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 />~~C~ <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. 9-4-03 AS <br /> <br /> <br /> <br />r <br />], . <br />I I <br /> <br />. <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 AND 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 CONNECTIONS THAT <br />MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES <br /> <br /> <br />SCALE: N.T,S. <br /> <br />TYP, FRAMING '6) 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 /> <br />r <br />], I <br />. I <br /> <br />. <br />, I <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 OPENII\GS 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 '6) WINDOW OPENING <br /> <br />SCALE: N. 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