|
<br />ALTERNATIVE WHEN TRUSSES
<br />RUN PERPENDICULAR TO WALL
<br />
<br />(2) 16d NAILS
<br />EACH END
<br />
<br />
<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 />B
<br />
<br />B
<br />
<br />A
<br />
<br />(2) 6d NAILS
<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 />, "., . ';., , " ".. ' .,.. ' 'I'.... . .,.... .
<br />.. ..~...... 'T""~ '\""..
<br />.. . ....,. ..... .
<br />'t .... ., .. .." ....
<br />,. . ',.'" . .,....
<br />.. ~.. .. Y" ..~.. .. "" ..
<br />. ....,. . ....,. .
<br />" J'; ,..; .."QII.' :',rf'/
<br />
<br />'..~.. ,.;..~.. './.
<br />
<br />
<br />PLAN VIEW B-B
<br />
<br />SEE FOUNDATION
<br />PLAN FOR FTG
<br />REQUIREMENTS
<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 />~c~v ~
<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 />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 />3116" TAPCONS,g) 3" FROM EA END &
<br />14" O.C. (3 SIDES) MIN. 11/2" EMBEDMENT
<br />
<br />
<br />
<br />SEALANT "995" DOW
<br />CORNING OR SCHNEE
<br />MOORHEAD 5504
<br />
<br />TYPICAL FRAME:
<br />0.187" x 1.75 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 />I,
<br />I
<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 />i'u~C~
<br />
<br />TEMPERED
<br />
<br />
<br />ELEVATION
<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 />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 />], I
<br />: .
<br />, I
<br />" '
<br />
<br />lOd @ 8" a.c. STAGGERED
<br />EACH MEMBER (TYP.)
<br />
<br />TUD
<br />
<br />
<br />r
<br />
<br />
<br />. ,
<br />
<br />,
<br />,
<br />,
<br />
<br />CRIPPLE STUDS @ 16" O.C. BETWEEN
<br />HEADER & TOP PLATE WHEN APPLICABLE
<br />- WI USP SPT22 AND USP SPT24 TOP AND
<br />BOTTOM EACH STU D
<br />
<br />(2) 2X12 No.2 SYP HEADER w/? /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 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 CONNECTIOI\iS THAT
<br />MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES
<br />
<br />
<br />e,CALE: N. T.e,.
<br />
<br />TYP, FRAMING '6) EXTERIOR DOOR OPENING
<br />
<br />
<br />, .
<br />~, '
<br />
<br />l
<br />]'
<br />, ,
<br />
<br />
<br />: '
<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/? /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 OPENINGS 6'-0" TO 12'-0" WIDE
<br />
<br />lOd @ 8" a.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 />- OBL. 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 />e,CALE: N. T.e,.
<br />
<br />W
<br />I..L..~O::
<br />'00::0
<br />W I..L..I..L..
<br />~~~~
<br />~-O::)
<br />W x~o::o
<br />U o::)l..L..u
<br />L- o::ozU
<br />r- Q..."",w<t:
<br />O Q...-'=~I-
<br /><t:o<t:o
<br />Z wO::l-z
<br />O::l..L..w
<br />W <t:zo::O
<br />''"' ow<t:O
<br />\".J W~U)O
<br />f-- I- <t:1- Z Z
<br />.......... 0 o<t:
<br />O ::)w-w
<br />OO::U)~
<br />O (j)<t:Z .
<br />wU)w<t:z
<br />Ll..- <.;;lZ~S:Q
<br /><t:OOol-
<br />w 5iJ5O::I-(5
<br />0::: o~Q~:J
<br /><( I..L.."",O::UQ...
<br />w-'=wOQ...
<br />::J O::OI-CiS<t:
<br />o <t: -.J ~ -.J
<br />::) -.J . 0:: -.J
<br />(f) O(j) <t: U) 0 <t:~
<br />O::-.J.......
<br />::J~~~o::
<br /><t:O:><t:O
<br />
<br />tJ)
<br />Q)a,)-.J
<br />(I)~~
<br />Q).- Q
<br />Q)UU)
<br />~ ~ ~
<br />I tJ) 0
<br />(l)cuif
<br />Q)eS]
<br />- '0.0 u::
<br />cu.- -
<br />...tJ)~
<br />oa,)w
<br />e"Cu
<br />
<br />
<br />w <.;;l 0
<br />I Z QO Z
<br />1-. U) ~ ~
<br /><.;;lZw <t:tQ~
<br />U)~Qo O::C'II<D en
<br />. 01-0 O..-l~ Z
<br />ffiz(5u w~~ii 0
<br />W~u::0 II~. i=
<br />~U)-Z I-I-...ILIJ ::J
<br /><.;;lO::~O 0::1..L..u.D. ..J
<br />zWQ...-.J 00.. 0
<br />wOU)3U)l..L..z~iS (I)
<br />wZU)Cl:JZOO C Z
<br />I ::) Z w Q ~ f= z. ~ '_'"
<br />~O::SI~<t:gs3:::;) --
<br />OZQ...I->wQ...ota (I)
<br /><t: IWU) ~ . LLI
<br />I- W -.J I- 0:: 0 -.J ta'" C
<br />U)<.;;l<t:- <t:...I
<br />woO::3:MZO::oiLIJ ~
<br />Cl:Jw::)>-8<t:::) cc c
<br />w-.JI--.JC'\IO 1-...1 J:
<br />I3:UQ... wu~o 0:
<br />1-0~~~Z~~i 0
<br />2~~8~~~DD ii
<br />
<br />
<br />C\J(/')
<br />.z
<br />~o
<br />C\J-
<br />ri(/')
<br />>
<br />w
<br />~
<br />
<br />~()'
<br />~ c:::J 0
<br />~<(CO
<br />
<br />U)
<br />w
<br />o
<br /><.;;l
<br />z
<br />o
<br />-.J
<br />::)
<br />Cl:J
<br />
<br />-.J
<br /><c
<br />0::
<br />I-
<br />~
<br />o
<br />U)
<br />U) w
<br />o U
<br />-.J M u: ><
<br />COOI..L..<t:
<br />wI'- 0 I..L..
<br /><.;;lC'\l M<;j"
<br />zM MO
<br /><t: -.J M M
<br />0::1..L.. ~~
<br />o . 00
<br />.~ cccc
<br />U)Q... cccc
<br />11) 0 r-:. r-:.
<br /><;j"Q... 00
<br />O'l <t: <;j" <;j"
<br />
<br />"----
<br />
<br />O'l
<br />o
<br />M
<br />C'\I Z
<br />o 0
<br />cc
<br />O? E;
<br />...: I'- "-
<br />I- U)
<br />E 0::
<br />Sl ~ I
<br />tI) I..L..
<br />.2MI1)(3
<br />Cl:JOC'\lZ
<br />~~c:Jw6
<br />eM ,-.Jw
<br />~-.J~~I-
<br />OI..L..CC::)<t:,--j
<br />"I-UCO
<br /><Ii~bUg;,--j w
<br />a.. <;j" ::) I- O'l
<br />l!i 8.I g: ffi 0 ~
<br />O'l <t: Q.. U) U Z 0
<br />
<br />
<br /> 0
<br /> 0
<br /> IJJ
<br /> w
<br /> f-
<br /> - 0
<br /> ::J
<br /> Ul ~ t'
<br />Z ,...
<br />0 . t'
<br />0 ,...
<br />- > I l\1
<br />Ul ..J D' III
<br />- OJ 0 I
<br />> IJJ D'
<br />- w IJJ
<br />0 M
<br /> ~ M t'
<br />oCt 0 I
<br />D.. I ..J M
<br />I U1 u.. ,...
<br />f- ~ OJ
<br />oCt U1 I
<br />I- w [l ,...
<br />~ I
<br /> ~
<br /> . I-
<br /> Z
<br /> 0
<br /> 0
<br /> IJJ
<br /> 0
<br /> z W
<br /> (.:;l Z
<br /> v;~S2 0
<br /> Wf-(/')W:J
<br /> oz(/')::::!o:::
<br /> O-I>
<br /> ~:2t::s:(/')
<br /> O:::NWo::~
<br /> (.:;l..-1~00
<br /> zO::OoO
<br /> :;:OWWU
<br /> ~lJ... -'f-
<br /> o~~z
<br /> O:Ja::(/')ii!
<br /> SQ;;~oo::
<br /> ~SQ<::~B
<br />
<br />11)
<br />o
<br />.......
<br />,--j
<br />u.......
<br />I-M
<br /><t:Q...
<br />CCO
<br />11).......
<br /><;j"<t:
<br />,--j0
<br />'~
<br />2~
<br />
<br />I'- W.....J
<br />0) ~
<br />(f) O.....J w 0
<br />0 0::
<br /> z<( U >-l..L..z
<br />--.J ZI-O
<br />0 <($ <t:z-
<br />--.J f- zw~
<br /> -U)>
<br />I o::~ 0 Ozo
<br />N - t50<t:
<br />I Z ::)uo
<br />L() (.9w oz-
<br /> OW 0::
<br /> 0::1-0
<br />I $ zl- f- Q..t:Li
<br />I'- I wO::-.J
<br /> W(/) 0::3:<t:
<br /> (!J wwO::
<br />~ llJ Cl:JII-
<br />W 0 (Y') I-I-~
<br /> Ol-u
<br />~ - 2 .....J 0 0::: Z::) .
<br />> >-OQ...
<br /> ~ <( 0 >- <t:IO::
<br />L() I- ~t:o
<br />Z $ ('\J 0... z3:u
<br />~ ::so::w
<br />(f) 0 w~
<br />:5 Q...zO
<br /> U)ZI
<br />>- llJ Q.. U -<t:U)
<br /> ~~::)
<br />0::: 0::: SHEET NO, Q...
<br /> 0::
<br />() 0
<br />0 S-4 u
<br /> w
<br />I- ~
<br />I'- 0
<br /> OF I
<br />Z 0) U)
<br /> 25 ::)
<br /> M
<br />LLJ 0
<br />I- 0
<br />> LAST PLOT DATE C'\I
<br /> @
<br />0 March 01, 2005
<br />Z
<br />--.J DETAILS
<br />-
<br />
|