BIN B-2 PERMIT 4188 - Laserfiche WebLink

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ALTERNATIVE WHEN TRUSSES RUN PERPENDICULAR TO WALL (2) 16d NAILS EACH END r BOTTOM OF TOP CHORD $- USP SUH24 EA END 2x4 @ 16" O.C, (4) - 12d NAILS TYP U.N.O. BOTTOM OF r BOTTOM CHORD $- 2x AT EACH TRUSS If SEE ELtV $- DOUBLE 2X TOP PLATE CORNER USP LSTA12 w/l0-l0d NAILS B (2) 6d NAILS T&8 @ 16" O.C. A SEE $- ____ tLtV T ---- (2) 2x4 SPF CONST GRA 2x4 SPF CONST GRADE @ 16" O.C, ~ ~ USP SPT22 & SPT24 EA PLAN VIEW A-A (2) 2x4 HEAD OR SILL MIN (2) 2x4 SPF VERTICAL STUDS USP JUS24-2 . '''~,. . .,..... . .,...... PLAN VIEW B-B SEE FOUNDATION PLAN FOR FTG REQUIREMENTS 2x4 P.T. CONT. wi 1/2" DIA A,B. @ 48" O.C, & EA E D. SECTION AT BUTT-JOINT GLASS WINDOW FRAME CONNECTION NO. 14 FLAT HD WOOD SCREWS @ 3" FROM EA END & 14" O,C. (3 SIDES) MIN. 11/2" EMBEDMENT SCALE: 112" = 1'-0" MASONRY CONNECTION 3/16" TAPCONS@ 3" FROM EA END & 14" O.C, (3 SIDES) MIN, 11/2" EMBEDMENT TYPICAL FRAME: 0.187" xl, 75 x 1.125 THICKNESS = 0,062" wi EPDM RUBBER WEDGE " " " " " " " " " ~ ~ , , SQUARE JOINT PLAN I l, I i SEE FLOOR PLAN MITRED JOINT NOTES: 1. ALUMINUM ALLOY 6063-T5 2. GLAZING TO MEET ASTM E1300 3. DESIGNED FOR AREA = 10 TO 100 S,F. (INT. ZON MAX HEIGHT 70" (t= 1/2") 60" (t= 1/2") 50" (t= 1/2") 40" (t= 3/8") SEE PLAN FOR SPECIAL REQUIREMENTS ~~c, TEMPERED ELEVATION BUTT-JOINT GLASS WINDOW DETAIL v = 120 MPH FBe 2001 SCALE: 1/2" = 1'-0" REV. 9-4-03 AS ~:... . r ], I . I . , I " ' lOd @ 8" O.C, STAGGERED EACH MEMBER (TYP,) r CRIPPLE STUDS @ 16" O.C, BETWEEN HEADER & TOP PLATE WHEN APPLICABLE - W/ USP SPT22 Ar-.D USP SPT24 TOP AND BOTTOM EACH STUD (2) 2X12 No.2 SYP HEADER w/7/16" OSB SPACER UNLESS NOTED OTHERWISE ON PLAN BOTTO\J1 OF HEADER TO BE AT OPENING HEAD HEIGHT (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ, EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE FRAMING AROUND OPENINGS SHALL BE No,2 OR BETTER SYP SEE PLAN FOR ADDITIONAL SECTIONS REQUIRED (2) 10d TOENAILS OR (2) 16d ENDNAILS EA. STUD NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES SCALE: N.T,S. TYP, FRAMING '6) EXTERIOR DOOR OPENING CRIPPLE STUDS @ 16" O.C, BETWEEN HEADER & TOP PLATE WHEN APPLICABLE _ W/ USP SPT22 AND USP SPT24 TOP AND BOTTOM EACH STUD ~:' . r ], I I I I , I " ' (2) 2X12 No.2 SYP HEADER w/7/16" OSB SPACER UNLESS NOTED OTHERWISE ON PLANS BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING UNLESS NOTED OTHERWISE ON PLANS TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ. EACH SIDE OPENII\GS 6'-0" TO 12'-0" WIDE lOd @ 8" O,C. STAGGERED EACH MEMBER (TYP.) FRAMING AROUND OPENINGS SHALL BE NO.2 OR BETTER SYP - USP MP34 EACH END, TYP, - DBL, 2x4 SILLS FOR WINDOWS CRIPPLE STUDS @ 16" O.C, W/ USP SPT22 AND USP SPT24 EACH STUD (2) lad TOENAILS OR (2) 16d ENDNAILS EA, STUD NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT MAY BE REQUIRED FOR SHEAR ANDIOR UPLIFT FORCES TYP, FRAMING '6) WINDOW OPENING SCALE: N.T,S. 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