|
<br />SEE PLA
<br />EACH TRUSS
<br />
<br />BLOCKING BETWEEN WEB&-
<br />TYP, AS REQ'D FOR
<br />PLYWOOD ATTACHMENT
<br />GIRDER TRUS
<br />
<br />
<br />~ .
<br />~~ '
<br />
<br />r
<br />l~
<br />. .
<br />
<br />
<br />: I
<br />... .
<br />~... ~
<br />
<br />10d @ 8" a.c. STAGGERED
<br />EACH MEMBER (TYP,)
<br />
<br />
<br />r
<br />
<br />....
<br />
<br />. . . . .... ~SEE PLAN
<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 STU D
<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 OPENII\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 />2 x 4 LEDGER
<br />W/ (2) 16d NAILS AT EACH WEB
<br />
<br />
<br />SCALE: 3/4"=1'-0"
<br />
<br />SECTION AT ENTRY
<br />
<br />
<br />NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT
<br />MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES
<br />
<br />
<br />SCALE: ~.J.T.S,
<br />
<br />TYP. FRAMING @ EXTERIOR DOOR OPENING
<br />
<br />
<br />... .
<br />~... ...
<br />
<br />r
<br />l~ ·
<br />. .
<br />
<br />.
<br />... .
<br />...... ...
<br />
<br />
<br />10d @ 8" D.C, STAGGERED
<br />EACH MEMBER (TYP,)
<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 1\0.2 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 />(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 />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) lad TOENAILS OR (2)
<br />16d EI\DNAILS 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 />SCALE: N.T.S,
<br />
<br />TRUSS DESIGN NOTE:
<br />TRUSS @ END OF CROSS BRACE TO BE DESIGNE
<br />FOR ADD'L 70 PLF UP Be DOWN TOP CHORD
<br />
<br />DROP GABLE END TRUSS & LOOKOUT
<br />RAFTERS FOR O.H. GREATER THAN 12"
<br />FOR 12" AND UNDER - SPACE OUTLOOKER
<br />BLOCKS AT 24" O.C.
<br />
<br />SEE STRUCTURAL NOTES AN
<br />NAILING SCHEDULE FOR,
<br />SHEATHING DETAILS I
<br />
<br />
<br />
<br />I
<br />I
<br />
<br />
<br />2X4 SPF BLOCKII\G @ ~
<br />PANEL EDGES W/ (2) 16d l ",
<br />NAILS EA. END TO TRUSS:\ "
<br />-NAIL SHEATHING @ 4" O.q. ", ",
<br />STAGGERED w/ 8d : ",'
<br />
<br />I ,
<br />I
<br />I
<br />I
<br />
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />, ,
<br />,$,' I'
<br />'" ,
<br />;~ I
<br />, ,
<br />2X6 BRACE)'lIAIL~6
<br />TO SIDE Q.IZ GAB'lE
<br />" TRUSS,WEBS'
<br />, , ,
<br />, , ,
<br />, "
<br />, "
<br />, "
<br />, "
<br />, ,','
<br />, , ,
<br />" ,
<br />" ,
<br />, ....' ;'
<br />, ;' " "
<br />v V
<br />;', ;' "
<br />" ,
<br />.. ,
<br />" ,
<br />, , ,
<br />, , ,
<br />, ,
<br />rRUSSE "
<br />,
<br />,
<br />,
<br />, ,
<br />, ,
<br />,
<br />CO~fIN.lJ6US 2X4 SPF
<br />
<br />,
<br />,
<br />
<br />LSTA18 - STRAP
<br />BLKG. @ 1st TRUSS
<br />
<br />USP MTW2 @
<br />LOOKOUT RAFTERS
<br />IF APPLICABLE
<br />STRUCT. SHEATHING
<br />7/16" MIN. THK. -
<br />NAIL w/8d COM. @
<br />3" O.C. EDGES & 6"
<br />O.C. FIELD
<br />10d @ 4" O.C.
<br />
<br />
<br />2x4 SPF CROSS BRACE
<br />@ 48" O.C. - NAIL w/3-
<br />10d AT EACH END & AT I
<br />CROSSING AT 45x ANGLE:
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />: ~PA~N'ING (4) TRUSS
<br />f' BAY'S (8 FT) NAILED TO
<br />: ;2X4 BLOCKII\G @ 4" O.C.
<br />~'w/12d & -12d TO CHORD
<br />I
<br />I
<br />I
<br />
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />
<br />GABLE TRUSS
<br />
<br />
<br />NAI L TOP OF "1"
<br />TO GABLE TRUSS
<br />w/2-12d & (1)
<br />USP LFTA6 W/
<br />(16)-8d NAILS
<br />
<br />,
<br />,
<br />,
<br />NOTCH. BLQCK @
<br />PLATE TQENA.lL w/
<br />, ,
<br />3-16d " "
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />,
<br />
<br />2X4 SPF BLOCKII'iG
<br />BETWEEN TRUSSE
<br />@ 48" O.C. MAX.
<br />
<br />
<br />NAI L GABLE TRUSS
<br />TO PLATE w/16d @
<br />4" O.C.
<br />
<br />....
<br />
<br />1/2" MIN. DW CEILING
<br />NAILED w/5d COOLER
<br />NAILS @ 7" O.C.
<br />
<br />4 BAYS
<br />
<br />1/2" x 8" A.B.
<br />@ 48" O.C. MIN.
<br />
<br />LINTEL
<br />-COURSE
<br />
<br />MASOI\RY
<br />WALL
<br />
<br />
<br />GABLE END BRACING
<br />w/o VOLUME CEILING
<br />
<br />SCALE: 3/4" = 1'-0"
<br />
<br />"
<br />
<br />TRUSS DESIGN NOTE:
<br />TRUSS @ END OF CROSS BRACE TO BE DESIGNE
<br />FOR ADD'L 70 PLF UP Be DOWN TOP CHORD
<br />
<br />DROP GABLE END TRUSS & LOOKOUT
<br />RAFTERS FOR O.H, GREATER THAN 12"
<br />FOR 12" AND UNDER - SPACE OUTLOOKER
<br />BLOCKS AT 24" O.C.
<br />
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE FOR SHEATHING DETAILS
<br />
<br />
<br />
<br />
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />BLKG. @ 1st TRUSS "
<br />, '
<br />, '
<br />, '
<br />2X6 BRACfr'NAll-ED
<br />TO SIDE,OF OABLE
<br />TRUSS'WEBS
<br />, '
<br />, '
<br />, , '
<br />, "
<br />, "
<br />, "
<br />, "
<br />,," ,,;'
<br />',', I ,/
<br />" '~I' /'
<br />, ;' " ,
<br />";, ,,;'
<br />^ V
<br />I " ;',
<br />;' ,>.1 ""
<br />;' I " "
<br />;' ;," "
<br />;' ;' " "
<br />, , ,
<br />, TRUSSES: "
<br />, '
<br />,
<br />,
<br />,
<br />,
<br />,
<br />
<br />10
<br />
<br />UTLOOKER BLK.
<br />USP MTW12 W/
<br />14 - 10d X 11/2" @
<br />LOOKOUT RAFTERS
<br />IF APPLICABLE
<br />STRUCT. SHEATHING
<br />7/16" MIN. THK. -
<br />NAIL w/8d COM. @
<br />3" O.C. EDGES & 6"
<br />O.C. FIELD
<br />
<br />10d @ 4" O.C.
<br />
<br />LST A18 - STRAP
<br />
<br />I
<br />2X4 SPF BLOCKII\G @ I
<br />I
<br />PANEL EDGES W/ (2) 16d t,
<br />NAILS EA. END TO TRUSS : ",
<br />-NAIL SHEATHING @ 4" O.C. l, "
<br />STAGGERED w/ 8d ", ",
<br />, '
<br />,
<br />,
<br />,
<br />
<br />,
<br />
<br />....
<br />
<br />
<br />
<br />2x4 SPF CROSS-BRACE
<br />@ 48" O.C. - NAIL w/3-
<br />10d AT EACH END & AT
<br />CROSSING AT 4b'x ANGLE
<br />
<br />GABLE TRUSS
<br />
<br />NAI L TOP OF "T"
<br />TO GABLE TRUSS
<br />/2-12d & (1)
<br />USP MTW12 w/
<br />14-10d x 11/2"
<br />
<br />2X4 SPF BLOCKII\G
<br />BETWEEN TRUSSE
<br />@ 48" O.C. MAX.
<br />
<br />,
<br />,
<br />,
<br />CO,MTIN)dbUS 2X4 SPF
<br />JJ~ANNING (4) TRUSS
<br />~' BAyS (8 FT) NAILED TO
<br />: dx4 BLOCKII\G @ 4" O.C.
<br />~'w/12d & 2-12d TO CHORD
<br />I
<br />I
<br />I
<br />
<br />NAIL TRUSS BOTTOM
<br />CHORD TO 2X4 DEAD-
<br />WOOD w/16d @ 4"0.C
<br />
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />
<br />1/2" MIN. DW CEILING
<br />NAILED w/5d COOLER
<br />NAILS @ 7" O.C.
<br />
<br />NAIL DEADWOOD TO
<br />TOP PLATE w/16d @
<br />4" O.C.
<br />
<br />4 BAYS
<br />
<br />USP LSTA30 w/
<br />(22)-10d @48" O.C.
<br />
<br />
<br />GABLE END BRACING
<br />w/o VOLUME CEILIN.G
<br />
<br />FRAME WALL
<br />2x4 @ 16" O.C.
<br />(TYPICAL)
<br />
<br />REV. 9/30/03 AS
<br />
<br />SCALE: 3/4" = 1'-0"
<br />
<br />
<br />w
<br />()
<br />I-
<br />o
<br />Z
<br />W
<br />~
<br /><t:
<br />I-
<br />o
<br />o
<br />LL
<br />W
<br />0:::
<br /><t:
<br />::J
<br />a
<br />CJ)
<br />
<br />W
<br />~
<br />LL<(a::
<br />'0 a:: 0
<br />W LLLL
<br />~i!5~~
<br />~-0:J
<br />x~a::o
<br />O:JLLu
<br />a::OZU
<br />Q.."",w<(
<br />Q.."",~,--
<br /><(0<(0
<br />wa::f-z
<br />a::LLw
<br /><(za::o
<br />ow<(o
<br />W~(/)o
<br />f-;::zz
<br />o 0<(
<br />:Jw-w
<br />O'a::(/)"",
<br /><( z "'" .
<br />~(/)W<(Z
<br />l:JZ~B:g
<br /><(OOof-
<br />5en a:: f-5
<br />o6JQ~::J
<br />LL"",a::UQ..
<br />w""'wOQ..
<br />O::Of-oS<(
<br /><(-l~ ....J
<br />:J -l . 0:: <(-l
<br />0'<((/)0::>
<br />(/)O::....J........;>
<br />....Jw....J<(o>-
<br />-l>::>za::
<br /><(0;><(0
<br />
<br />t/)
<br />Q.)(I).....J
<br />U)1\;~
<br />~'u ~
<br />~ ~ ~
<br />I t/) 0
<br />U)ca5:
<br />Q.)c8
<br />- 'OJ) 0::
<br />ns'- -
<br />~t/)5::
<br />o(l)w
<br />e"CU
<br />
<br />W l:J 000
<br />I ~ C"\I Z
<br />f-. (/) 3 <D
<br />l:JZw <(<DM ~
<br />(/)~Qo a::C"\I<D (f)
<br />- of-O OM~ Z
<br />a::z<(u w~l:8ii 0
<br />liJ<(~l:J II~, t=
<br />~tn~z f-f--,LIJ ::J
<br />l:J a:: U 0 a:: LL u. ll. ..J
<br />ZW~-l OOLLiz"' 0
<br />wO(/)S(/)LLZll.LIJ (f)
<br />wZ(/)mZOO ~C Z
<br />I:JzwQ::Jf=zc::
<br />f- 0 c:r I(/)<( a:: ~;:) (f)!:a
<br />LLz...Jf->WOoCO
<br />o <( 0... I W (/) 0... c:: __ LLI
<br />f-w....Jf-O::o-lCO-, C
<br />(/)l:J<(5("1')Z<( 'LIJ
<br />woa::;>o<(a::cf:cf: <C
<br />mw:J>-o :J-,::c .....
<br />W-lf-.....JC\JOf-c:: .....
<br />~03g~I~gcf:~ ii2
<br />O::""'f-"..a::Oo=:; 0
<br />o Z f- 0 - :::::: f-OO ..J
<br />f-~(/)u3(/)cn LL.
<br />
<br />
<br />0)
<br />I"-U)
<br />0-1
<br />0-1
<br />I
<br />N-
<br />L()I
<br />~S
<br />~W
<br />~-
<br />L()>
<br />~~
<br />>-W
<br />0::0::
<br />OU
<br />1--0)
<br />ZI"-
<br />WI--
<br />>0
<br />~-I
<br />
<br />z
<br />o
<br />en
<br />>iB
<br />C'J (/) i5:! 6
<br />l!) Z U..-1
<br />o~;:;:,
<br />C'J (/) r"-- 0...
<br />~ _ 0'l0
<br />>("1')........
<br />W..-10
<br />'~
<br />0::: ~ ~
<br />
<br />~Ir
<br />iQ c::=J 0
<br />~<(ro
<br />
<br />(/)
<br />w
<br />o
<br />l:J
<br />Z
<br />o
<br />-l
<br />:J
<br />m
<br />
<br />-l
<br /><i
<br />0::
<br />f-
<br />~
<br />o
<br />(/)
<br />(/) w
<br />o U
<br />.....I ("I') LL ><
<br />mOLL <(
<br />w r"-- 0 LL
<br />l:J C\J ("I') <;j'
<br />z("l') ("1')0
<br /><( -l ("I') ("I')
<br />0:: LL C\J C\J
<br />~~ gg
<br />(/) 0... C9 C9
<br />LJ") 0 r-- r--
<br /><;j'Q..oo
<br />O'l<( <;j'<;j'
<br />
<br />O'l
<br />o
<br />("I')
<br />C\J
<br />6
<br />00
<br />C9
<br />r"--
<br />o
<br /><;j'
<br />
<br />z
<br />o
<br />~
<br />N
<br />
<br />~
<br />E
<br />o
<br />l/J
<br />~ LL
<br />-("I')LJ") ..-1
<br />moC\Jz ..-1
<br />Q)r"--..-1W ..c
<br />'aD C\J C\J -l ~
<br />C("I').,j-<(w co
<br />CO-l a::f-
<br />OLL..-1 <(..-1 ~
<br />. ro~~~U?
<br />(/)~oU~..-1
<br />Q.<;j':Jf-0'l w
<br />..-10 a::a::.f-
<br />LJ")Q.If-WO<(
<br />O'l <( 0... (/) U Z 0
<br />
<br />LJ")
<br />o
<br />o
<br />C\J
<br />
<br />
<br />
<br />o
<br />o
<br />l.D
<br />w
<br />~
<br />- 0
<br />:J
<br />Ul~t'
<br />zci~t'
<br />o ~ ch ~
<br />Ul- [l] 0 I
<br />_ Ul ID
<br />> W M Ul
<br />-r!Mt'
<br />o 0 I
<br />A I ..J M
<br />~ Ul U. ~
<br />I ~ ~ lp
<br />~ W [l ~
<br />~ ~ ~
<br />.~
<br />Z
<br />o
<br />o
<br />Ul
<br />
<br />o
<br />Z W
<br />~Vl~
<br />VlI- 0
<br />WI-Vlw:J
<br />OZVl=:!<(
<br />a-I>
<br />~~f:=~Vl
<br /><(C\lWcz::L;:;
<br />e,:)rl~Oo
<br />~CZ::OoO
<br />~t2w::JU
<br />;io2=L'5!z
<br />O:JCZ::Vl:i!
<br />~;;:~ocz::
<br />2=~<(~i3
<br />
<br /> lLJ
<br /> 0 ~
<br /> Z w 0
<br /> a::
<br /> <x: () >-LLZ
<br /> Zf-O
<br /> <(Z-
<br /> 0:: I- zw~
<br /> ('f) -(/)>
<br /> CJ 0 OZo
<br /> 0 tso<(
<br /> z :Juo
<br /> --.J 0 oz-
<br /> owa::
<br /> <( C\J I- a::~g
<br /> Q..-LL
<br /> ::c wa::-l
<br /> - 0::3<(
<br /> Z ~ wwa::
<br /> COIf-
<br />wO f-f-6J
<br /> Of-u
<br /> 0::: Z:J .
<br />~--.J >-00...
<br /> >- <(I a::
<br /><J:O ~t::0
<br />~O 0.... z3U
<br /> ::so::w
<br /> 0 w~
<br />:5 n...zO
<br /> () (/)ZI
<br /> -<((/)
<br />0.. ~~:J
<br />SHEET NO. 0...
<br /> a::
<br /> 5-4 0
<br /> u
<br /> w
<br /> ~
<br /> 0
<br /> OF I
<br /> (/)
<br /> 25 ::)
<br /> ("I')
<br /> 0
<br /> 0
<br />LAST PLOT DATE C\J
<br />March 11, 2005 @
<br /> DETAILS
<br />
|