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<br />. ....... . ',.... . ....... . .,.. . ...... . ....... .
<br />... .,. ,. .. ... ,. .. ... ,... "",... .... ' .. " .~ ,.,.....
<br />,. . .,... ...... .
<br />"..' ....,...' ....
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<br />, .,... . ..,... .
<br />,,~.... '01' ""d
<br />.. ,. .,.... . .,....
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<br />
<br />ALTERNATIVE WHEN TRUSSES
<br />RUN PERPENDICULAR TO WALL
<br />
<br />(2) 16d NAI LS
<br />EACH END
<br />
<br />
<br />
<br />(4) - 12d NAILS
<br />TYP U,N.O.
<br />
<br />USP SUH24
<br />EA END
<br />
<br />2x AT EACH
<br />TRUSS
<br />
<br />-r
<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 NAI LS
<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 STUDS
<br />
<br />r BOTTOM OF
<br />TOP CHORD
<br />
<br />~
<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 />~civ $-
<br />
<br />USP
<br />JUS24-2
<br />
<br />
<br />PLAN VIEW B-B
<br />
<br />SEE FOUNDATION
<br />PLAN FOR FTG
<br />REQUIREMENTS
<br />
<br />
<br />2x4 P.T. CaNT. w/ 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 />3/16" TAPCONSQ,l 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 />w/ 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 />1
<br />
<br />J,
<br />'1
<br />
<br />SEE FLOOR PLAN
<br />
<br />I
<br />
<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 />~0tC~
<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 />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 />
<br />l'
<br />· I
<br />
<br />
<br />: I
<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-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 OPEI\II\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 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 />&CAlE: N.T.&.
<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 />l
<br />l'
<br />· I
<br />
<br />
<br />: I
<br />, I
<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 OPENINGS 6'-0" TO 12'-0" WIDE
<br />
<br />lOd @ 8" D.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 />- 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.T.S.
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<br />> ~ LAST PLOT DATE N
<br /> @
<br />0 May 09,2005
<br />Z
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