BIN B-3 PERMIT 4455 - Laserfiche WebLink

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SECTION AT BUTT-JOINT GLASS WINDOW ALTERNATIVE WHEN TRUSSES RUN PERPENDICULAR TO WALL (2) 16d NAI LS EACH END (4) - 12d NAILS TYP U.N.O. USP SUH24 EA END 2x AT EACH TRUSS -r DOUBLE 2X TOP PLATE B B CORNER USP LSTA12 wj10-10d NAILS Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing 1#2" Cementitious Keep top edge Vulcum cauk Decorative Finish of weep screed bottom Joint 2" below top of only block A (2) 6d NAILS T&B @ 16" O.C. PLAN VIEW A-A MIN (2) 2x4 SPF VERTICAL STUDS (2) 2x4 HEAD OR SILL USP JUS24-2 SEE FOUNDATION PLAN FOR FTG REQUIREMENTS Note that the Tyvex and metal lathe must go over the top of the weep sc'eed PLAN VIEW B-B Cementltious Decorative Finish over Bloc 1st floor r BOTTOM OF TOP CHORD $- 2x4 @ 16" O.C. (4) - 12d NAILS TYP U.N.O. BOTTOM OF r BOTTOM CHORD $- SEE ELE.V $- 2x4 P.T. CONT. w/ 1/2" DIA A.B. @ 48" O.C. & EA E D. SCALE: 1/2" = 1'-0" FRAME CONNECTION NO. 14 FLAT HD WOOD SCREWS @ 3" FROM EA END & 14" O.C. (3 SIDES) MIN. 11/2" EMBEDMENT MASONRY CONNECTION 3/16" TAPCONsgl 3" FROM EA END & 14" O.C. (3 SIDES) MIN. 11/2" EMBEDMENT Keep top edge of weep screed 2" below finish floor Weep Screed Detail SEALANT "995" DOW CORNING OR SCHNEE MOORHEAD 5504 I TYPICAL FRAME: 0.187" X 1.75 X 1.125 THICKNESS = 0.062" wi EPDM RUBBER WEDGE " " " " " " " " >l- x- >I- , SQUARE JOINT PLAN I !, 1 SEE FLOOR PLAN I 1 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 ~~C~ TEMPERED ELEVATION BUTT-JOINT GLASS WINDOW DETAIL V = 120 MPH FBC 2001 SCALE: 1/2" = 1'-0" REV. 9-4-03 AS MAX HEIGHT 70" (t= 1/2") 60" (t= 1/2") 50" (t= 1/2") 40" (t= 3/8") SEE PLAN FOR SPECIAL REQUIREMENTS ]~ I . I . , I " ' 10d @ 8" D.C, STAGGERED EACH MEMBER (TYP.) TUD r CRIPPLE STUDS @ 16" O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE WI USP SPT22 AND USP SPT24 TOP AND BOTTOM EACH STUD (2) 2X12 No.2 SYP HEADER w/7/16" OSB SPACER UNLESS NOTED OTHERWiSE ON PLAN BOTTOM 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 OPE~II\GS 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 E>CALE: N. T.E>. T'YP, FRAMING 15) EXTERIOR DOOR OPENING ~:... . r ]' . I : I , I " ' 10d @ 8" D.C. STAGGERED EACH MEMBER (TYP.) CRIPPLE STUDS @ 16" O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE WI USP SPT22 AND USP SPT24 TOP AND BOTTOM EACH STUD (2) 2X12 NO.2 SYP HEADER w/7/16" OSB SPACER UNLESS NOTED OTHERWiSE ON PLANS BOTTOVl 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 OPENINGS 6'-0" TO 12'-0" WIDE 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) 10d TOENAILS OR (2) 16d ENDNAILS EA. STUD NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES TYP, FR,AMING 15) WINDOW OPENING E>CALE: N. 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