|
<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 />$-
<br />
<br />
<br />
<br />USP SUH24
<br />EA END
<br />
<br />2x4 @ 16" O.C.
<br />(4) - 12d NAILS
<br />TYP U.N.O.
<br />
<br />BOTTOM OF
<br />r BOTTOM CHORD
<br />
<br />$-
<br />
<br />2x AT EACH
<br />TRUSS
<br />
<br />If
<br />
<br />SEE
<br />ELtV $-
<br />
<br />DOUBLE 2X
<br />TOP PLATE
<br />
<br />CORNER
<br />USP LSTA12
<br />w/l0-l0d NAILS
<br />
<br />
<br />
<br />B
<br />
<br />(2) 6d NAILS
<br />T&8 @ 16" O.C.
<br />
<br />A SEE $-
<br />____ tLtV T
<br />---- (2) 2x4 SPF CONST GRA
<br />2x4 SPF CONST GRADE
<br />@ 16" O,C.
<br />
<br />~ ~ 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 />USP
<br />JUS24-2
<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 />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 />SCALE: 112" = 1'-0"
<br />MASONRY CONNECTION
<br />
<br />3/16" TAPCONS@ 3" FROM EA END &
<br />14" O.C. (3 SIDES) MIN. 11/2" EMBEDMENT
<br />
<br />
<br />
<br />TYPICAL FRAME:
<br />0.187" xl, 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 />l,
<br />I
<br />
<br />i
<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 />
<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 />
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<br />
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<br />
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<br />
<br />lOd @ 8" O.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 Ar-.D 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 />BOTTO\J1 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 />
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<br />
<br />
<br />r
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<br />I I
<br />
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<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 />(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 />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 STUD
<br />
<br />(2) lOd TOENAILS OR (2)
<br />16d ENDNAILS EA. STUD
<br />
<br />NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT
<br />MAY BE REQUIRED FOR SHEAR ANDIOR UPLIFT FORCES
<br />
<br />
<br />TYP, FRAMING '6) WINDOW OPENING
<br />
<br />SCALE: N.T.S.
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<br />> I- LAST PLOT DATE ('oJ
<br /> @
<br />0 March 01, 2005
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<br />......J DETAILS
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