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<br />ALTERNATIVE WHEN TRUSSES <br />RUN PERPENDICULAR TO WALL <br /> <br />(2) 16d NAILS <br />EACH END <br /> <br />r BOTTOM OF <br />TOP CHORD <br /> <br />$- <br /> <br /> <br /> <br />(4) - 12d NAILS <br />TYP U.N.O. <br /> <br />2x4 @ 16" O.C. <br />(4) - 12d NAILS <br />TYP U.N.O. <br /> <br />BOTTOM OF <br />r BOTTOM CHORD <br /> <br />$- <br /> <br />USP SUH24 <br />EA END <br /> <br />2x AT EACH <br />TRUSS <br /> <br />T <br /> <br />SEE it- <br />tLtV <br /> <br />DOUBLE 2X <br />TOP PLATE <br /> <br />CORNER <br />USP LSTA12 <br />w/l0-10d NAILS <br /> <br /> <br />B <br /> <br />B <br /> <br />A <br /> <br />A SEE $- <br /> <br />. ~ (2) 2x4 SPF CONST GRA E <br />2x4 SPF CONST GRADE <br />@ 16" O.C. <br /> <br />-;f,--- ~ 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 STU OS <br />USP <br />JUS24-2 <br /> <br /> <br />, ....... .. ....... .. . <br />~,. ... " ~,. .... ., i .. <br />. ',.. . .,.. . .,.. . .,.. . .,.. . .,.. . <br /> <br />.. .. ".. ",'" .....:, ..,..:..~.... .. ':." <br /> <br />....' ...."..' ., <br />, . ....... . .,.... <br />..~:.. ",.'..~:.. ","',t. <br /> <br />.. ~ .... '01" "~d <br />.. ,., ....... . .,.., <br />..:" ".'..:" ..,.... <br /> <br />...... . ...... <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 /> <br />MASONRY CONNECTION <br /> <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 />3116" TAPCON~ 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 />SEE FLOOR PLAN <br /> <br />I <br /> <br />I, <br />1 <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 />l' · <br />. . <br /> <br />. <br />, . <br />" ' <br /> <br />lOd @ 8" D.C. STAGGERED <br />EACH MEMBER (TYP.) <br /> <br />TUD <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 AND <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-LEr\GTH 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 OPEi\Ir\GS 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 TOEr\AILS 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 />e.CALE: N.T.e.. <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 />l' I <br />. . <br /> <br />. <br />, . <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 OPEr\Ir\GS 6'-0" TO 12'-0" WIDE <br /> <br />lOd @ 8" O,C. STAGGERED <br />EACH MEMBER (TYP.) <br /> <br />FRAMING AROUND OPENINGS SHALL BE <br />NO.2 OR BETTER SYP <br /> <br />- USP MP34 EACH END, TYP. <br /> <br /> <br />- DBL. 2x4 SILLS FOR WINDOWS <br /> <br />CRIPPLE STUDS @ 16" O.C. <br />W/ USP SPT22 AND USP SPT24 <br />EACH STU D <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.. 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Z <br />~ l1J :5O:::W <br />0 W~ <br />::s o..ZO <br /> <-) (j)ZI <br />>- 0::: 0.. -<l:(j) <br /> ~~::) <br />0::: () SHEET NO. 0.. <br /> 0:: <br /> S-4 0 <br />0 0 U <br /> W <br /> ~ <br />~ ~ 0 <br /> OF I <br />Z (j) <br />~ 25 :::l <br /> M <br />W 0 <br /> 0 <br />> J- LAST PLOT DATE N <br /> @ <br />0 March 01, 2005 <br />Z <br />--.J DETAILS <br />- <br />