<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 />$-
<br />
<br />
<br />
<br />(4) - 12d NAILS
<br />TYP U.N.O.
<br />
<br />2x4 @ 16" O.C.
<br />(4) - 12d NAILS
<br />TYP U.N.O.
<br />
<br />BOTTOM OF
<br />r BOTTOM CHORD
<br />
<br />$-
<br />
<br />USP SUH24
<br />EA END
<br />
<br />2x AT EACH
<br />TRUSS
<br />
<br />T
<br />
<br />SEE it-
<br />tLtV
<br />
<br />DOUBLE 2X
<br />TOP PLATE
<br />
<br />CORNER
<br />USP LSTA12
<br />w/l0-10d NAILS
<br />
<br />
<br />B
<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 />-;f,--- ~ USP SPT22 & SPT24 EA
<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 OS
<br />USP
<br />JUS24-2
<br />
<br />
<br />, ....... .. ....... .. .
<br />~,. ... " ~,. .... ., i ..
<br />. ',.. . .,.. . .,.. . .,.. . .,.. . .,.. .
<br />
<br />.. .. ".. ",'" .....:, ..,..:..~.... .. ':."
<br />
<br />....' ...."..' .,
<br />, . ....... . .,....
<br />..~:.. ",.'..~:.. ","',t.
<br />
<br />.. ~ .... '01" "~d
<br />.. ,., ....... . .,..,
<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 />SCALE: 1/2" = 1'-0"
<br />
<br />FRAME CONNECTION
<br />
<br />MASONRY CONNECTION
<br />
<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 />3116" TAPCON~ 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 />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 />SEE FLOOR PLAN
<br />
<br />I
<br />
<br />I,
<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 />~~c,
<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 />
<br />l' ·
<br />. .
<br />
<br />.
<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-LEr\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 OPEi\Ir\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 TOEr\AILS 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 />e.CALE: N.T.e..
<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 />l' I
<br />. .
<br />
<br />.
<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 OPEr\Ir\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 STU D
<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 />u..~0:::
<br />'00:::0
<br />W u..u..
<br />~1:!S~~
<br />~-O:::l
<br />w x~o:::o
<br /><-) O:::lu..u
<br />I- o:::ozU
<br />o.."",w<l:
<br />O o..",,~,_
<br /><l:0<l:0
<br />Z wO:::f-z
<br />o:::u..w
<br />W <l:zo:::O
<br />fl""l ow<l:O
<br />'-I W~(j)O
<br /><:( f-;::zz
<br />I- 0 o<l:
<br />:::lW-w
<br />o OO::(j):::!:
<br />O (j)<l:Z .
<br />W(j)W<l:z
<br />LL c.::lZ~ttQ
<br /><l:000f-
<br />w t;U;O:::f-C3
<br />n:: o~Q~:J
<br /><:( u.."",o:::Uo..
<br />W""wOo..
<br />::) o:::iSf-~<l:
<br />~ <l: Z"'-'.....J
<br />'-I :::l.....J- .....J
<br />U) g ~ u) is <l:~
<br />v,o::: .....J"-
<br />::J~~~O:::
<br /><l:0 ><l: 0
<br />
<br />f/)
<br />Q,)a).....J
<br />(J)1U~
<br />Q,)._ 0
<br />Q,)(.)U;
<br />~ ~ ~
<br />I f/) ~
<br />(J)CUo..
<br />Q,)C@
<br />- '0.0 G:
<br />ca.- - :.J
<br />~f/)5::co
<br />oQ)w
<br />e'Cu
<br />
<br />
<br />W c.::l _ (;)
<br />I ~ N Z
<br />f-. (j) 3: <D
<br />c.::lZw <l:<D..-t
<br />(j)~Qo 0:::('\j<D en
<br />. of-O O..-t~ Z
<br />ffizC3U w~~ii 0
<br />~~G:c.::l II~. j::
<br />~U)-z f-f-...ILiJ ;:)
<br /><.::lO:::UiS 0:::u..1.I.ll. ..J
<br />ZW~.....J 00.. 0
<br />WCl(j)-(j)u..zLiJZ en
<br />-.l:::l ll. LiJ
<br />W"-(j)COZoo Q Z
<br />I :::l Z W Q ~ f= Z 0:: '_"
<br />~O:5I~<riS~::J \J
<br />OZo..f->l.JJo..OCO ~
<br /><l: IW(j) 0::' .....
<br />tn~~t::O:::o~co: c
<br />W'""O:::3:MZo:: 'LiJ
<br />CO@:::l O<l::::lc(c( <C
<br />W.....Jf-~~Of-...I::c C
<br />I3:Uo.. wUO::O 52
<br />f-O~~~ffi~~:E 0
<br />8 ~ tn 8 ~ u; tnDD Li
<br />
<br />
<br />*[1
<br />1:i c::::J 0
<br />~<(CO
<br />
<br />(j)
<br />W
<br />o
<br />c.::l
<br />Z
<br />is
<br />.....J
<br />
<br />.....J
<br />~
<br />0::
<br />f-
<br />~
<br />o
<br />(j)
<br />(j) W
<br />o U
<br />.....JM G:x
<br />co 0 u.. <l:
<br />wl'--ou..
<br />~N M'<t
<br />Z M MO
<br /><l: .....J ("P') ("P')
<br />0:: u.. N N
<br />o . ' ,
<br />. ~ gg
<br />(j) 0.. co co
<br />Ii) 0 ~~
<br />'<to... 00
<br />O"l <l: '<t '<t
<br />
<br />O"l
<br />o
<br />("P')
<br />N
<br />o Z
<br />co 0
<br />...: C1,) ~
<br />f- b (j) r-,J Ii)
<br />E '<t 0
<br />~ ~w ~
<br />(/) Z
<br />.2M1i)0 ....,
<br />COONA 0
<br />Q)1'--....,w.).L .J::
<br />'oJ)N N ()
<br />eM' .....J W ....
<br />co .....J '<t <l: f- co
<br />0....u......,0:::<l:...., ~
<br />CO::)U
<br />. ro r:. f- - r.o
<br />(j)~OU!:!::"'" W
<br />Q. '<t ::) f- O"l
<br />...., 0 0::: 0::: . ~
<br />li)Q.If-WOCi
<br />O"l<l:o..(j)UZ
<br />
<br />o
<br />o
<br />~
<br />w
<br />~
<br />- 0
<br />::J
<br />ZU1~t'
<br />o ci .... t'
<br />- > I t\1
<br />Ul...JIDlJl
<br />- [lJ 0 I
<br />> ~ ID
<br />o W M ~
<br />~~Mt;'
<br />D.ili~~
<br />~ ~ ~ OJ
<br />~ U1 a. I
<br />~ W ~ ....
<br />~ ~
<br />.~
<br />Z
<br />o
<br />o
<br />~
<br />
<br />o
<br />z W
<br />c.:l Z
<br />u;~<,;;l 0
<br />WI-(/')w::J
<br />oz(/')::::-<
<br />oo-::r:>
<br />z:2:t:::i:(/')
<br />-<NWo:~
<br />c.:lrl~Oo
<br />~o:OOO
<br />:i:OwWU
<br /><(LL..:r:-Jl-
<br />O:OI-;5z
<br />O::Jo:(/')~
<br />~;;:~OO:
<br />i=~-<~i3
<br />
<br /> li'l
<br /> C".JCf) 0
<br /> "-
<br /> ....,
<br /> 'z U"-
<br /> ~O f-("P')
<br /> <l:o...
<br /> N- '<to
<br /> ~Cf) Ii)"-
<br /> > '<t<l:
<br /> ....,0
<br /> W '~
<br /> 0:: ~~
<br />0 (/) W-l
<br />~ ~
<br />--.J 0-1 w 0
<br />~ 0:::
<br />--.J z<( <-) >-u..Z
<br /> Zf-O
<br />0 <($ <l:Z-
<br />- I- ZW~
<br />I -(j)>
<br />I OZ-
<br />N O:::~ 0 woo
<br /> Uu<l:
<br /> Z :::l 0
<br />L() $ <Dw oz-
<br /> OW 0:::
<br /> zl- ~ o:::~g
<br />I o...-u..
<br />I"- l1J I wO:::.....J
<br /> wCf) 0:::3:<l:
<br /> WWO:::
<br />~ - e" COIf-
<br />> wO(Y) f-f-~
<br /> Of-U
<br />~ ~ .....J 0 n:: Z::) .
<br />~ >-00..
<br />~<( 0 >- <l:IO::
<br />L() (/) :::!:f-O
<br /> ~U
<br />Z$ N a.. Z
<br />~ l1J :5O:::W
<br />0 W~
<br />::s o..ZO
<br /> <-) (j)ZI
<br />>- 0::: 0.. -<l:(j)
<br /> ~~::)
<br />0::: () SHEET NO. 0..
<br /> 0::
<br /> S-4 0
<br />0 0 U
<br /> W
<br /> ~
<br />~ ~ 0
<br /> OF I
<br />Z (j)
<br />~ 25 :::l
<br /> M
<br />W 0
<br /> 0
<br />> J- LAST PLOT DATE N
<br /> @
<br />0 March 01, 2005
<br />Z
<br />--.J DETAILS
<br />-
<br />
|