|
<br />ALTERNATIVE WHEN TRUSSES
<br />RUN PERPENDICULAR TO WALL
<br />
<br />(2) 16d NMLS
<br />EACH END
<br />
<br />r BOTTOM OF
<br />TOP CHORD
<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 />ELEV
<br />
<br />DOUBLE 2X
<br />TOP PLATE
<br />
<br />CORNER
<br />USP LSTA12
<br />w/10-10d NAILS
<br />
<br />
<br />B
<br />
<br />
<br />B
<br />
<br />A
<br />
<br />A SEE $-
<br />
<br />. ~ (2) 2x4 SPF CONST GRA E
<br />2x4 SPF CONST GRADE
<br />@ 16" O,C.
<br />
<br />~ ~ 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 />
<br />
<br />USP
<br />JUS24-2
<br />
<br />,. . ~.., ,. ........ .. .
<br />..' ....".ii' ....".ii'
<br />. ....... . ....... ' ....... . .,.. . ....... ' ....... .
<br />.. ." .. .. ... " .. ... .... ....., ...... ...,....~ ".,.. ..
<br />.. . ,...... . ...... .
<br />.... .......il ....
<br />.. . .,.... . ......
<br />.~" ...,....~.. ".,....
<br />. ...... . ...... .
<br />'~'. '01' "d
<br />.. ,.,....... . .....,
<br />..~.. ...,....~" ".,....
<br />
<br />2x4 P.T. CONT. wi 1/2" DIA
<br />A,B, @ 48" O.C. & EA E D.
<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 />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" TAPCONgg) 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 />I,
<br />I
<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 />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 />
<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 />
<br />~:... .
<br />
<br />l:
<br />]'
<br />, ,
<br />
<br />
<br />: '
<br />, I
<br />" '
<br />
<br />
<br />10d @ 8" D,C. STAGGERED
<br />EACH MEMBER (TYP.)
<br />
<br />TUD
<br />
<br />
<br />r
<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 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 />FRAMII\G 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 />5CALE: N.T.5.
<br />
<br />TYP, FRAMING ~ EXTERIOR DOOR OPENING
<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 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 />], I
<br />: I
<br />, I
<br />" '
<br />
<br />10d @ 8" D.C. STAGGERED
<br />EACH MEMBER (TYP,)
<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 OPEI\Il\GS 6'-0" TO 12'-0" WIDE
<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 />WI USP SPT22 Al\D 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 ~ WINDOW OPENING
<br />
<br />5CALE: N.T.5.
<br />
<br />lLJ
<br />()
<br />I-
<br />o
<br />Z
<br />lLJ
<br />c.=J
<br /><C
<br />I-
<br />o
<br />o
<br />LL
<br />lLJ
<br />0:::
<br /><C
<br />:J
<br />o
<br />if)
<br />
<br />W
<br />~
<br />l1..<(0:::
<br />'00:::0
<br />W l1..LL
<br />~W"",I-
<br />O"",Z
<br />~-O::J
<br />x~o:::o
<br />O::Jl1..U
<br />o:::ozU
<br />o.."",W<(
<br />0..""'~1-
<br /><(0<(0
<br />WO:::I-z
<br />O:::l1..w
<br /><(zo:::o
<br />OW<(O
<br />W~(/)o
<br />I-~ZZ
<br />o 0<(
<br />::JW-w
<br />O'o:::(/)"'"
<br /><( Z "'" .
<br />~(/)W<(Z
<br />~z~a:Q
<br /><(0001-
<br />ben 0::: I-(J
<br />oi550~:J
<br />l1.."",o::Uo..
<br />llJ""'WOo..
<br />0:::01-03<(
<br /><(-l~ -l
<br />::J -l , 0::: -l
<br />a(/) <( (/) 0 <(~
<br />O:::-l........
<br />w-lO
<br />:::J>~zo:::
<br /><(0:><(0
<br />
<br />en
<br />Q)G>-l
<br />(J)1O~
<br />~'u ~
<br />~ ~ ~
<br />I en 0
<br />(J)(Og:
<br />Q,)c8
<br />- 'On u::
<br />ca.- -
<br />a... en 5::
<br />oG>w
<br />e"Cu
<br />
<br />
<br />w ~ 0
<br />I Z O'J
<br />1-, (/) ~ ~ z
<br />~zw <((Q.-I
<br />(/)~Qo O:::C'I/(Q (/)
<br />. 01-0 0.-1'** Z
<br />ffiz(Ju llJ~l8ii 0
<br />w~u::~ II~, i=
<br />~(/)-z I-I-.....LiJ ::l
<br />~ 0::: U 0 0::: l1.. Li. c.. ...J
<br />ZW~-l oOujz 0
<br />W 0 (/) :J (/) LL Z c.. LiJ (/)
<br />WZ(/)COZOO 0 Z
<br />I ::) Z W Q ~ f= z c:: '_"
<br />I-O::SI(/)<(O:::~:J 'WI
<br />~Zo..l->W~ol:Q (/)
<br /><( I W (/) C::. IJJ
<br />tn ~ <i! t:: 0::: 0 <i! I:Q ~ 0
<br />W 0:::3{Y)Zo::: 'LiJ oJ
<br />co8::J O<(::Jc(c( ~
<br />W -l I- ~ ~ 0 I- .....::c 0
<br />I3Uo.. wUC::O c::
<br />f-0~~~6~~:E 0
<br />8~tn8~entnDD Li
<br />
<br />
<br />C'J(/)
<br />'z
<br />~O
<br />C'J-
<br />..,(/)
<br />>
<br />w
<br />0::
<br />
<br />*IY
<br />~ c:::::J 0
<br />~<(CO
<br />en
<br />W
<br />o
<br />~
<br />Z
<br />o
<br />-l
<br />::J
<br />co
<br />
<br />-l
<br />~
<br />0:::
<br />I-
<br />~
<br />o
<br />(/)
<br />(/) W
<br />o U
<br />-l (Y) u:: ><
<br />COOl1..<(
<br />W r-- 0 LL
<br />~N (Y)'<t
<br />z{Y) (Y)O
<br /><(-l{Y){Y)
<br />O:::l1..NN
<br />o . ' ,
<br />. ~ gg
<br />(/) 0.. co co
<br />l1) 0 r-:.. r-:..
<br /><;t 0.. 0 0
<br />O'l <( '<t '<t
<br />
<br />O'l
<br />o
<br />(Y)
<br />C)I Z
<br />o 0
<br />
<br />~ ~ R-
<br />I- 0 (/) l1)
<br />E '<t 0::: 0
<br />~ ~tijI ~
<br />8 l1..z!:J '
<br />-(Y)l1)(3<( N
<br />COONZ 0
<br />Q) ~ .-i W 0l1.. .c
<br />'0.0" N U
<br />e{Y) ,-lw Co
<br />CO-l'<t<(1-
<br />0... l1.. .-i 0::: <(.-i ~
<br />CO::Ju
<br />. co' r-:.. I- - <.0
<br />(/)~ou':!:.-i w
<br />a. '<t ::J I- O'l I-
<br />.-i 0 0::: 0::: . <(
<br />l1) a. I I- W 0
<br />O'l <( 0.. (/) U Z 0
<br />
<br />o
<br />o
<br />lJ)
<br />W
<br />f-
<br />::J 0
<br />~
<br />Z U1 .... t'
<br />o ci .... t'
<br />- > I t\1
<br />U1 .J (]'I III
<br />- [l] 0 I
<br />> lJ) (]'I
<br />(iWMlJ)
<br />0:: M t'
<br /><t: 0 I
<br />o..I.JM
<br />U1 lL. ....
<br />If-<{OJ
<br /><t: U1 a. I
<br />I- W ....
<br />~ ~
<br />.1-
<br />Z
<br />o
<br />o
<br />lJ)
<br />
<br />o
<br />z w
<br />'" Z
<br />u;~~ 0
<br />Wf-(/)W::3
<br />OZ(/)::::!<(
<br />DO-I>
<br />z:::i't::::(/)
<br /><(NWo::~
<br />"'''''~OO
<br />~O::OoO
<br />:::ewwU
<br />iio~~~
<br />O::3o::(/):=i!
<br />C;2~Woo::
<br />I (/)tL z:::J
<br />f--<(<(U
<br />
<br />LO
<br />o
<br />........
<br />N
<br />U........
<br />I-{Y)
<br /><(0..
<br />00
<br /><0........
<br />'<t<(
<br />.-i0
<br />'~
<br />~~
<br />
<br />f"- w-'
<br />CO ~
<br />(J) 0-' lLJ 0
<br />0 0:::
<br /> Z< () >-LLZ
<br />--.J ZI-O
<br />0 <$ <(Z-
<br />--.J I- z:w~
<br /> -(/)>
<br />I o::~ 0 OZo
<br />('\J - t30<(
<br />:r: z ::JUo
<br />L.() (lJW Ozo::
<br /> owo
<br /> I- 0:::1--l
<br />I $ Zl- 0..t::l1..
<br /> wO:::-l
<br />f"- wC/) ::c 0::::5:<(
<br /> c.=J WwO:::
<br />~ LLJ wO(Y) alII-
<br />I-l-i55
<br /> Ol-U
<br />~ - ~-' 0 0::: Z::J .
<br />> >-00..
<br /> ~<( 0 >- <(I 0:::
<br />L.() ~t::0
<br />I- z$ N 0... z3U
<br />~ ::so:::w
<br />(J) 0 w~
<br />:5 o..zo
<br /> (/)ZI
<br />>- LLJ 0... 0 -<((/)
<br /> ~~::)
<br />0:::: 0:::: SHEET NO, 0..
<br /> 0:::
<br />() 0
<br />0 8-4 U
<br /> w
<br /> ~
<br />l- f"- 0
<br /> OF I
<br />Z CO (/)
<br /> 25 ::J
<br /> (Y)
<br />LLJ 0
<br />I- 0
<br />> LAST PLOT DATE N
<br /> @
<br />0 March 02, 2005
<br />Z
<br />--.J DETAILS
<br />-
<br />
|