|
<br />ALTERNATIVE WHEN TRUSSES
<br />RUN PERPENDICULAR TO WALL
<br />
<br />(2) 16d NAI LS
<br />EACH END
<br />
<br />r BOTTOM OF
<br />TOP CHORD
<br />
<br />$-
<br />
<br />
<br />
<br />USP SUH24
<br />EA EN D
<br />
<br />2x4 @ 16" O,C,
<br />(4) - 12d NAILS
<br />TYP U,N,O.
<br />
<br />BOTTOM OF
<br />r BOTTOM CHORD
<br />
<br />$-
<br />
<br />2x AT EACH
<br />TRUSS
<br />
<br />-r
<br />
<br />SEE
<br />HEV eft-
<br />
<br />DOUBLE 2X
<br />TOP PLATE
<br />
<br />CORNER
<br />USP LSTA12
<br />w/l0-l0d NAILS
<br />
<br />
<br />B
<br />
<br />B
<br />
<br />A
<br />
<br />A SEE A\..
<br />_____ tltV V
<br />. ---------- (2) 2x4 SPF CONST GRA E
<br />2x4 SPF CONST GRADE
<br />@ 16" O,C,
<br />
<br />----;.t-- ~ USP SPT22 & SPT24 EA
<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 STU DS
<br />USP
<br />JUS24,2
<br />
<br />.. . ........ . "..'" .
<br />~" .... .. ~.. .... .. .. '
<br />. ......... . "... . .,.... . .,.. . ...., . .... ".. .
<br />... .,. .. ... ... .. ... ... ..... .... 'f' .," .. o('.~ .. ." ..
<br />,. . "..", ,.... .
<br />....' ........' "..
<br />... . '....... . .,.,
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<br />, .,.. . .,.... .
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<br />... ,., '...... . .....,
<br />...~ .. ., Y" ..~ .. ..,......
<br />
<br />2x4 P.T. CONT. w/ 1/2" DIA
<br />A,B. @ 48" O,C, & EA E D.
<br />
<br />
<br />PLAN VIEW B-B
<br />
<br />SEE FOUNDATION
<br />PLAN FOR FTG
<br />REQUIREMENTS
<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" EMBED\i1ENT
<br />
<br />SCALE: 1/2" = 1'-0"
<br />
<br />MASONRY CONNECTION
<br />
<br />3/16" TAPCONggl 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 />w/ EPDM RUBBER WEDGE
<br />
<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 />I,
<br />1
<br />
<br />I
<br />
<br />1
<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 FBC 2001 SCALE: 1/2" = 1'-0"
<br />REV, 9-4-03 AS
<br />
<br />
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<br />
<br />
<br />lOd @ 8" O,C, STAGGERED
<br />EACH MEMBER (TYP.)
<br />
<br />TUD
<br />
<br />
<br />r
<br />
<br />
<br />
<br />CRIPPLE STUDS @ 16" O,C, BElWEEN
<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 PLA,"J
<br />BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT
<br />
<br />(2) FULL,LEI\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 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) lad 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 (1) 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 />
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<br />
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<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" O.C, STAGGERED
<br />EACH MEMBER (TYP.)
<br />
<br />FRAMII\G 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 AI\D USP SPT24
<br />EACH STUD
<br />
<br />(2) lad 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 (1) WINDOW OPENING
<br />
<br />SCALE: N.T.S.
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<br />0 March 02, 2005
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<br />---I DETAILS
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|