|
<br />HEADER ANCHOR
<br />NAI LED TO TOP PLA TEE,
<br />HEADER & JACK
<br />
<br />HEADER SUPPORT
<br />NO. OF JACKS & STUDS
<br />REQ. AT OPENINGS
<br />
<br />SEE SHEET S-7A FOR
<br />ADDITIONAL S-7 DETAILS
<br />NOT SHOWN
<br />
<br />STRUCTURAL NOTES
<br />
<br />2 X 6 WALL
<br />
<br />NO. & SIZE OF
<br />RAFTER TI ES
<br />EACH END
<br />
<br />6) WOOD:
<br />6.1 WOOD STRUCTURAL FRAMING MEMBERS:
<br />WALL STUDS
<br />TOP & BOTTOM PLATE
<br />BOTTOM PLATE IN CONTACT WITH MASONRY
<br />I JOIST SQUASH BLOCK I
<br />TRUSS BRACING & BLOCKING
<br />FURRING & B.U.C. STRIP
<br />
<br />-SPF STUD OR CONSTRUCTION GRADE
<br />-SPF STD & BTC
<br />-#3 SYP PT
<br />-SPF STUD OR CONSTRUCTION GRADE
<br />-SPF STUD OR CONSTRUCTION GRADE
<br />-#3 SYP PT
<br />
<br />2 X 4 WALL
<br />
<br />OPENING JACKS STUDS JACKS STUDS
<br />SIZE EA END EA END EA END EA END
<br />
<br />(3) (3) (2) (3)
<br />
<br />~~' SEE SCHEDULE
<br />
<br />');:: , 2-ROWS 12d NAILS STAGGERED @
<br />"', ~~ 12" O/C EACH FACE OR 3-ROWS
<br />~ ~~~ 12d NAILS STAGGERED @ 12" O/C
<br />. . ~~,?- ....... FOR 2"x10" OR GREATER HEADER
<br />....... ."'0, ~
<br />
<br />OPe
<br />;till\;,
<br />HOLD DOWN CONNECTIONS ()
<br />NOT REQUIRED @ BEARING
<br />WALLS WITHOUT UPFIFT
<br />
<br />" ~P.T. BOT. PLATE
<br />
<br />
<br />11 ,WALL HEADER DETAIL
<br />
<br />I SCALE: N,T.S.
<br />
<br />USP LSTA30 w/(11)-10d
<br />~TO TOP PLATE AND (11)-10d
<br />TO STUD. MAY BE ANGLED
<br />UP TO 10 DEG,
<br />
<br />~ ~ ~USP LSTA24 WI (18) -10d AT
<br />~ ~ 2'0" O.C. MAXIMUM
<br />
<br />~\.......
<br />\ \ 2-2x4 SPF
<br />TOP PLATE
<br />
<br />2-#2 SYP 2x12 OR WIF85
<br />HDR. UNLESS NOTED
<br />OTHERWISE (SEE PLAN)
<br />
<br />(3) S.P.F. 2x4 wll0d
<br />- @8" O,C, EA, SIDE
<br />
<br />l' - 4'
<br />
<br />(1)
<br />(2)
<br />
<br />4' - 9'
<br />
<br />9' -16'
<br />
<br />REFER Tu
<br />26/S-4 OR 27/S-4
<br />
<br />* WH EN STU D LENGTH IS LESS--J'
<br />THAN 12" USE LSTA30 STRAPS
<br />AT EACH STUD WRAPPED OVER
<br />TOP PLATE & NAILED TO HEADER
<br />EACH SIDE WI 11 - 10d NAILS
<br />
<br />16d NAILS @--.....
<br />16" O/C TYP, "
<br />
<br />DOUBLE 2"x4"--
<br />CRIPPLE STUD
<br />TYPICAL (U.N.O.)
<br />
<br />~~
<br />
<br />.-
<br />
<br />J
<br />,
<br />
<br />USP HTT16,~ :;
<br />w/18-l6d NAIL~
<br />
<br />HEADER SIZE
<br />& GRADE
<br />
<br />(2)
<br />(3)
<br />
<br />(2)
<br />(2)
<br />
<br />.......:v-~ SINGLEOR2PLY
<br />~:: GIRDER TRUSS
<br />~~.
<br />~~'
<br />
<br />.....> ~~ ~ ./ USP LTS20B w/10-16d
<br />TO GIRDER TRUSS
<br />
<br />(UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb)
<br />PER NDS = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI
<br />6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR
<br />LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST
<br />EDITION AND QST-LATEST EDITION.
<br />6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED.
<br />6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MIN, (SHINGLES) SPAN RATED 24/16
<br />
<br />6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED
<br />AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
<br />6.6 8d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL NAILlI'\G PATTERNS
<br />SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE: (SEE 7/S6 FOR LOCATIONS)
<br />6.75/8" x 7" EXPANSION BOLT OR 1/2" x 8" A.B. BOLT MAY BE USED INTERCHANGABLY
<br />
<br />(2) 2X12" 2SYP
<br />
<br />(2) LSTA 30
<br />
<br />(1)
<br />(2)
<br />
<br />'r--.- 1\
<br />~
<br />",--V r--
<br />
<br />2-2x4 SPF TOP PLATE
<br />
<br />(3) S.Y.P. 2x4 wll0d
<br />@ 8" O,C. EACH WAY
<br />
<br />i\ DOUBLE 2 X 12 NO.2 S,Y.P.
<br />"- HEADER WI 1/2" FLITCH PLATE OR
<br />WI85 JOIST HEADER. (U.N.O.)
<br />
<br />.-
<br />.-
<br />
<br />-5/8" ALL THREAD ROD WI
<br />/- SIMPSON SET EPOXY
<br />- BOLTS WITH 4 112" EMBED TYP
<br />( 8 1/2" EMBED WHERE STEP
<br />DOWN OCCURS) INSTALL PER
<br />MFG. SPECS.
<br />
<br />"--
<br />
<br />i\ FILLING AND BLOCKING AS
<br />I \ REQUIRED FASTENED TO
<br />- HEADER W/(2) ROWS
<br />OF 12d @16" OIC UNLESS
<br />I'\OTED OTHERWISE
<br />
<br />~
<br />
<br />NOTES:
<br />
<br />TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS
<br />TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFAC-
<br />TURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR
<br />VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL
<br />ENGINEER OR ARCHITECT.
<br />BEARING WALL NAIL PATTERN:
<br />
<br />V2"X4" STUDS TYP.
<br />
<br />VUSP HTT16 WI (18) 16d NAILS
<br />AND A 5/8" EXPANSION
<br />A\CHOR WI 6"
<br />~f: EMBEDMENT U,N.O. OR
<br />. 81/2" AT GARAGE STEP DOWN
<br />
<br />P.T. #3 S.Y.P. 2x4
<br />BASE PLATE
<br />~ HIGH UPLIFT FRAME WALL
<br />f5E.l\GIRDER/BEAM CONN.
<br />\ } 1'\0 SCALE REV. 3/20/03 MJB
<br />"--.../' UPLIFT CAP.: wi 2500 PSI CONC. = 1750#
<br />GRAVITY CAP @ BUILT-UP COLUMN (3) 2x4 SYP @ 8'-0" HT.=5175#
<br />
<br />1. PLYWOOD AND SIDING:
<br />( FIELD) USE 8d NAILS @ 12" O.C.
<br />( EDGE) USE 8d NAILS @ 6" O.C.
<br />
<br />2. GYPSUM:
<br />( FIELD) USE 5d NAILS @ 10" O.C.
<br />( EDGE) USE 5d NAILS @ 7" O.C.
<br />
<br />@ i----~::--------~~----------------,~ci~ @
<br />
<br />
<br />
<br />I " ~/ I
<br />I / / I
<br />5 FT.:----4FT,-----------CV------------~ / :
<br />5 FT.: 4 FT. (?) (', Q) :(2)
<br />@ [- -- - - - - - - - ~ - -- -- -~~~- -~""'~,~@"'~j FT
<br />:n4K~-----/~-- ---~-~~~ @
<br />
<br />REV. 10-28-03 AS.
<br />
<br />r---~
<br />:::::~
<br />~
<br />
<br />(2) 10d nails @ 8" o.C.
<br />4.' TO TRUSS TOP CHORD
<br />. -0" PLYWOOD
<br />~:. SHEATHING
<br />
<br />. .
<br />.
<br />:: ~ ~1'-411
<br />TRUS::; /' <4:~: LINE OF ROOF
<br />: LX4 ::SYI-' --./ .rt~. ~ BEYOND
<br />
<br />: :~~:~~~~; ~'\(' ------L:~ 2X FACIA
<br />
<br />SEE L1NTEt ' 2 X ~,?,~F;;T"---13) 10d
<br />SCHED. FRAMING @ NAILS
<br />2'-0" O.C. TYP.
<br />USP RT3
<br />EACH STUD
<br />L-.. 2X4 P.T. CONT.
<br />[,....t-, _J.... WI 3/16" DIA.
<br />TAPCOI\IS @
<br />16" O.C. WI MIN.
<br />11/2" EMBEDMENT
<br />
<br />f26\ SECTION AT ROOF EXTENTION
<br />\... ~ ABOVE SGD N,T.S. REV. AS 4-6-04
<br />
<br />-
<br />
<br />ROOF NAILING SCHEDULE:
<br />
<br />NAILING ZONES
<br />
<br />ZONE 1: 8d NAILS @ 6" O.C. IN FIELD
<br />8d NAILS @ 6" O.C. ON EDGE
<br />ZONE 2: 8d NAILS @ 6" O.C. IN FIELD
<br />8d NAILS @ 6" O.C,ON EDGE
<br />ZONE 3: 8d NAILS @ 4" O,C. IN FIELD
<br />8d NAILS @ 4" O.C. ON EDGE
<br />
<br />GYPSUM CEILING: USE 5d NAILS @ 1" O.C.
<br />
<br />ALLOWABLE FASTENERS
<br />
<br />CONTRACTOR NOTE:
<br />ALL DRILLED AND EPOXIED HOLES
<br />MUST BE PROPERLY VACUUM,
<br />BRUSHED, AND BLOWN CLEAN PER
<br />MFGR'S RECOMMENDATIONS TO
<br />ACHIEVE UPLIFT CAPACITY
<br />
<br />PRE-EI'\G. TRUSSES
<br />
<br />SEE ROOF PLAN
<br />FOR CONNECTION
<br />USP RT7 TO
<br />EACH TRUSS
<br />
<br />A: CEMENT COATED SINKERS
<br />B: BRIGHT COMMONS
<br />C: SPIRAL OR RING SHANK NAILS
<br />D: CLIP HEAD GUN NAILS
<br />
<br />~~
<br />
<br />l
<br />2X4P.T~~?~T~~L ~ ~~
<br />CaNT ~ l ~i'J
<br />''''Q; ,~
<br />PRECAST......... ~..~'~...,' '. t\, ~ 7/16" O.S.B.
<br />" :...~'.:::~ SHEATHING
<br />. /' ~ 2x8@
<br />2x8 CONT. ~ ~' 2'-0" O.C.
<br />TOP & BOTTOM SIM (24"\
<br />. '\V
<br />
<br />v
<br />
<br />EPOXY AI\CHOR WI 81/2" EMBED.
<br />INSTALL PER MFG. SPECS.
<br />."'--- NO.2 P.T. 2x4
<br />~ BASE PLATE
<br />
<br />Mid@3"o.c.TYP.
<br />EXTERIOR
<br />STRUCTURAL
<br />riHEATHING (MIN. 7/16")
<br />
<br />j ( ~ :~ ) ( -)()~ ) (
<br />
<br />......~
<br />./"'" , G.C. VERIFY INTERIOR
<br />c-~ 1/2" GYP, BOARD OR
<br />2x ST~ ~ EXTERIOR STRUCTURAL
<br />~ SHEATHING (MIN. 7/16")
<br />~ VERIFY WI PLAN
<br />
<br />~ WI 1/2" ANCHOR BOLTS
<br />~ 6" FROM EI\D OF EACH
<br />~ SILL PLATE.
<br />.----..... SEE 6/ S-6
<br />
<br />J 30\EXT. FRAME CORNER
<br />, J SCALE: 11/2" = 1'-0"
<br />
<br />J 6 \HEADER OPENING
<br />, I NO SCALE REV. 1-27-04 AS
<br />UPLIFT CAP. AT HEADER 1 STRAP EA. END - 1255#
<br />
<br />.-
<br />
<br />~ 19\ SECTION DETAIL @ ENTRY
<br />, ~ N,T,S.
<br />
<br />~
<br />
<br />CLIP EACH TRUSS
<br />(SEE ROOF PLAN FOR TYPE)
<br />FRAME OUT TO
<br />BLOCK EDGE
<br />
<br />SEE SIM @
<br />fFOR GABLE CONNS, TYP.
<br />ABLE. TRUSS
<br />
<br />~ ~~~I~S,~ _ 12d COMMONS AT
<br />~LAN . '\.. If r- /~" O.C. MAX TO LEDGER
<br />
<br />.&.;7' , or-..... V
<br />\" 0 2X P,T. CONT. T & B
<br />o / WI (2) 12d COMMONS
<br />.... ./ >< EACH STUD
<br />SEE TRUS~ :: -
<br />PLAN l - L-------2X4 P.T, CONT,
<br />/ Lo:, - -- WI 1/4" DIA TAP CONS WI 11/4" MIN.
<br />CMU WALL~ ~ I = E\I1BED AT MAX 12" O.C. [MIN (2)J
<br />SEE PLAN I- I _ T&B
<br />
<br />-----'-~ ,----7/16" O,S,B. SHEATHII\G
<br />""'~ W/8d NAILS @ 6" O.C.
<br />p,~ A ~ EDGES & 12" O.C. INTERMEDIATE
<br />I- ,... I t:: ___
<br />1-1- ---
<br />~ 1-
<br />~ I _ -2X P.T. @ 2'-0" O.C. MAX
<br />I- I - NOTCHED T&B @ LEDGER
<br />I- I - TOE NAIL TO LEDGER
<br />~ I = WI (2) 8d NAILS
<br />I- I - ~
<br />~ I'~ ~
<br />::1 ~
<br />
<br />;1.........
<br />
<br />~
<br />
<br />I STUD ANCHORING:
<br />I STUD TO TOP PLATE:
<br />USP SPT4 WI (6) 10d X 11/2 OR
<br />USP SPT24 WI (6) 10d
<br />WI 6 -10d X 11/2
<br />I 2 X 4 SPF
<br />l/f I AT 16" O.C.
<br />
<br />/V1 STUD TO BOT PLATE:
<br />USP SPT4 OR SPT22
<br />"'" I WI 6 -10d X 11/2
<br />"'-~i
<br />
<br />~~.II<:e'-........ 1/2"X8"
<br />~.~:::. '---- A:\CHOR BOLT
<br />- .. - @ 24" O.C.
<br />
<br />I
<br />
<br />~
<br />
<br />7/16" OSB W/8d
<br />COMMONS @ 6" ON
<br />EDGES & 12" IN -..........
<br />FIELD ~
<br />
<br />2 X 4 P.T,
<br />
<br />LINTEL
<br />
<br />--
<br />
<br />~- 8" CMU WALL
<br />
<br />J
<br />,
<br />
<br />16 ,KNEEWALL @ ENTRY
<br />fN.T.S.
<br />
<br />~
<br />,
<br />
<br />24 ,TYPICAL BUILD OUT DETAIL
<br />J NTS
<br />
<br />-
<br />
<br />-
<br />
<br />w
<br />()
<br />I-
<br />a
<br />z
<br />w
<br />~
<br /><1::
<br />I-
<br />a
<br />a
<br />l..L-
<br />w
<br />0:::
<br /><t:
<br />~
<br />a
<br />CJ)
<br />
<br />W
<br />~
<br />ll..<t0::
<br />'00::0
<br />W ll..ll..
<br />f-w '-
<br /><to~z
<br />~-O:::)
<br />x~o::o
<br />o:::)ll..u
<br />o::ozU
<br />a.."",w<t
<br />a.."",,~
<br /><to<t5
<br />wO::f-z
<br />O::ll..w
<br /><tzo::O
<br />ow<tO
<br />W~(/)O
<br />f-~z:Z
<br />gwQ<t
<br />o'O::(/)W
<br /><tZ:~
<br />~(/)w<tz
<br />0Z~S:Q
<br />~QOo~
<br />o(/)O::f-u
<br />O6JQ~:J
<br />ll.."",o::Ua..
<br />w~wOa..
<br />O::Of-aS<t
<br /><t ,z -I
<br />:::)~- -I
<br />0'-1 ,O::<t
<br />(/)<t(/)O~
<br />0::-1........
<br />-Iw-lO
<br />-I>~zO::
<br /><to:><t0
<br />
<br />~~~iQ' 'Id~
<br />~'(3 ~ ~ <( OJ
<br />~ ~ ~ ~
<br />I VI 0 0
<br />Cl)CU8:0
<br />Q)c8~
<br />- '0.0 u:: -I
<br />CO.- -:J .....J
<br />.. VI 5:: OJ <i:
<br />OQ)W 0::
<br />"C U f-
<br />E ~
<br />-=-- 0j - (/)
<br />,~- ~/ ~ ~
<br />&.. ./=7 as 8 It ~
<br />~)~'''''w wr"'-- Oll..
<br />0'" M~
<br />ZM MO
<br />rff ~ c.B ~u: ~~
<br />~~ o. 00
<br />.~ 0000
<br />~ r.-. (/) a.. 00 co
<br />\;; i!"l0 r-:.. r-:..
<br />~a.. 00
<br />fJ:J (9 f- 0') <t ~ ~
<br />
<br />w 0 DO 0
<br />I ~ N Z
<br />f-. (/) :s: CD -
<br />0Zw <tCD~
<br />(/)~Qo O::('o.lCD vi'
<br />. of-O O~~ Z
<br />0:: <t U (/) CD..J 0
<br />w~U W-IIHI.-
<br />wf-u::0 II~. I-
<br />~ (/) - Z f- f- ..J LIJ :J
<br />o 0:: S:1 6 0:: ll.. LI. a. ..J
<br />zWa..-I 00.. 0
<br />w9(/)S(/)ll..z~iS (I)
<br />wZ(/)OJzoo C Z
<br />I:::)zwQWf=z~o::
<br />f-0:SI(/)~0::3:J S:e
<br />Oll..za..f->l.J..JOo~ (I)
<br /><t I w (/) a.. 0:: . IJJ
<br />f-w-lf-O::o-l~.... C
<br />(/)0<t- <t..J
<br />wOO:::S:MOZO::...,:LIJ -
<br />OJw:::) <t:::)....cc.....
<br />W-lG~~Of-..JJ: C
<br />I:S::::)a.. w~o::o 0:
<br />f-oo::~~zo::C3:!E 0
<br />8 ~ tn 8 ~ ~ tnDD Lt
<br />
<br />0')
<br />o
<br />M
<br />'"
<br />o Z
<br />o
<br />~ f=
<br />~ ~ ~1 i!"l
<br />~.i~)) ~
<br />.Q M i!"l ~ "'"
<br />OJo",- 0
<br />Q.lr"'--","L:u .c
<br />'O.l)'" '" (..)
<br />CMo:;j-~W ro
<br />~-I","o::f- ~
<br />Oll..oo:::)<t"'"
<br />. co' r-:.. f- ~ c.o
<br />(/).:s::oU~"'" w
<br />0.. ~ :::) f- 0') f-
<br />"'"00::0::'<t
<br />i!"lo..If-WO
<br />0') <l: a.. (/) U Z 0
<br />
<br />.
<br />
<br />o
<br />o
<br />U)
<br />W
<br />f-
<br />- 0
<br />::J
<br />U1 '\j' ......
<br />z ..- L'
<br />00"-["-
<br />- > I l\1
<br />U1 ..J D' In
<br />- 00 0 I
<br />> \JJ D'
<br />o W (1'] \JJ
<br />~ (1'] ["-
<br />cd: 0 I
<br />Il I ..J (1']
<br />U1 lJ. ..-
<br />If-<tDJ
<br />cd: U1 a. I
<br />I- W ..-
<br />~ ~
<br />.1-
<br />Z
<br />o
<br />o
<br />\JJ
<br />
<br />o
<br />~ ~
<br />v;'Q~ 0
<br />WI-Ulw::J
<br />OZUl==<
<br />O-I>
<br />~~t::s:Ul
<br /><C\lWa::~
<br />",""~OO
<br />~a::OOO
<br />s:OWwU
<br /><u... -'I-
<br />a::o~L5z
<br />O::Ja::Ul~
<br />Ul~WOa::
<br />I UlC: Z:::J
<br />I--<<U
<br />
<br /> i!"l
<br /> C\JU) 0
<br /> .......
<br /> "'"
<br /> L!)6 U.......
<br /> f-M
<br /> <ta..
<br /> C\JU) 0')0
<br /> -M> i!"l.......
<br /> ~<t
<br /> ","0
<br /> W '~
<br /> 0::: ~~
<br />0 W.....J
<br />(j) ~
<br />(f) O.....J w
<br />0 0
<br /> 0::
<br /> ~~ () >-ll..Z
<br />-.J Zf-O
<br />0 - <tz-
<br />--l I- ZW~
<br />I -(/)>
<br /> o::~ a Oz6
<br />N - t50<t
<br />:c z :::)uo
<br />L() 0W OZ-
<br /> owO::
<br /> o::f-O
<br />I S Z~ I- a..t::u:
<br />I'- I wO::-I
<br /> wcf) 0:::S:<t
<br /> WwO::
<br />~ llJ ~ OJIf-
<br />wO(V) - f-f-6J
<br />Of-U
<br />~ - ~ .....J 0 0::: z:::) .
<br />> >-0 a..
<br />L() ~ <( 0 >- <tIO::
<br />I- ~t::o
<br />Z$C'J 0... z:S:u
<br />~ :so::w
<br />(f) a w~
<br /><t: a..zo
<br /> ~ (/)ZI
<br />>- llJ 0... () -<t(/)
<br /> ~~:::)
<br />0:: 0::: SHEET NO, a..
<br /> 0::
<br />() 0
<br />0 8-7 U
<br /> w
<br />I- 0 ~
<br /> 0
<br /> OF I
<br />Z (/)
<br />Q) 25 :::)
<br /> M
<br />W 0
<br />I- 0
<br />> LAST PLOT DATE '"
<br /> @
<br />0 March 01, 2005
<br />Z DETAIL6
<br />-I
<br />-
<br />
|