|
<br />~~~~, '1'1@
<br />~'u ~ ffi <( co
<br />~ ~ ~ ~
<br />I t/) 0 0
<br />(l)cuiS:(!J
<br />(1) c 6] ~
<br />- 'OJ) u: .....J
<br />ca.- -::J -..J
<br />.. t/) 5: CO <i:
<br />OQ)W 0::
<br />"C () f-
<br />E ~
<br />- ~'--'-~
<br />[ ./U) W
<br />o ()
<br />.....J('I') -
<br />~G) ~~ ~~
<br />(!J ('.J ('I') '<t
<br />z('l') ('1')0
<br />. _~ <(.....J('I')('I')
<br />0:: LL ('.J ('.J
<br />o . 66
<br />~ ~ ui~ ~~
<br />~ (;j L!') 0 r-:.. r-:..
<br />'<to... 00
<br />l) (9 _ O"l <( '<t '<t
<br />
<br />W
<br />LL~O::
<br />'00::0
<br />W LLLL
<br />f-w f-
<br /><(o~z
<br />~-o:::J
<br />W x~o::o
<br />U O:::JLL()
<br />f- o::OZ()
<br />CL~w<(
<br />o ~o~f-
<br />Z wO::f-o
<br />O::LLWZ
<br />W <(zo::o
<br />(1"'1 0 W <( 0
<br />'-" w~U)o
<br /><( f-~ZZ
<br />f- gwQ<(
<br />O oo::(/)w
<br /><(Z~
<br />o ~u)w<(z
<br />LL (!Jz~EtQ
<br />W ~Qoof-
<br />o(/)O::f-c)
<br />0:: o~Q~:J
<br /><( LL"",o::()o...
<br />~ w::;:wOo...
<br />-J o::of-.....J<(
<br />I""'V <( Z co .....J
<br />'-" :::J.....J-o::.....J
<br />CJ) o.....J , <(
<br />(/)~~~3:
<br />.....Jw::;Jo>-
<br />.....J>~zO::
<br /><(0:><(0
<br />
<br />HEADER ANCHOR
<br />NAI LED TO TOP PLA TE~ ,
<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 />NO. & SIZE OF
<br />RAFTER TIES
<br />EACH END
<br />
<br />2 X 6 WALL
<br />
<br />2 X 4 WALL
<br />
<br />HEADER SIZE
<br />& GRADE
<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 />OPENING JACKS STUDS JACKS STUDS
<br />SIZE EA END EA END EA END EA END
<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 />l' - 4'
<br />
<br />(1)
<br />(2)
<br />
<br />(2)
<br />(3)
<br />
<br />(1)
<br />(2)
<br />
<br />(2)
<br />(2)
<br />
<br />(2) 2X12" 2SYP
<br />
<br />(2) LSTA 30
<br />
<br />'" 'i / ~SINGLEOR2PLY
<br />~ /' GIRDER TRUSS
<br />
<br />- ./ USP LTS20B w/l0-16d
<br />TO GIRDER TRUSS
<br />
<br />4' - 9'
<br />
<br />II
<br />II
<br />II
<br />II
<br />I,
<br />I,
<br />..... "
<br />I,
<br />
<br />9' -16'
<br />
<br />(3) (3) (2) (3)
<br />
<br />~ SEE SCHEDULE
<br />
<br />~ ~~' nows l2d NAILS STAGGEREO @
<br />'. ~ ~ 12" O/C EACH FACE OR 3-ROWS
<br />~ ~~ r-....."'~ 12d NAILS STAGGERED @ 12" O/C
<br />. . ~ ~ ~FOR 2"xl0" OR GREATER HEADER
<br />
<br />, , '~~
<br />
<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 />(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 NAILING 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 />---..:, \
<br />~
<br />,/ i'.
<br />
<br />REFER Tv
<br />26/S-4 OR 27/S-4
<br />
<br />2.2x4 SPF TOP PLATE
<br />
<br />* WHEN STUD LENGTH IS LESS---"
<br />THAN 12" USE LSTA30 STRAPS
<br />AT EACH STUD WRAPPED OVER
<br />TOP PLATE & NAILED TO HEADER
<br />EACH SIDE W/ 11 - 10d NAILS
<br />
<br />w (!J coO
<br />I ~ N Z
<br />f-, (/) 3: CD -
<br />(!JZw <(CD~
<br />(/)~Qo O::C'\jCD (/)
<br />~0~8 ~zd~ ~
<br />wZ() w-IllLL.-
<br />w~u:(!J II=l:1:. ....
<br />~(/)-Z f-f-..J1.Ll ::)
<br />(!J 0:: S3 0 0:: LL LL. Q, ...J
<br />ZWo........J 00. - 0
<br />W9(/)SU)LLZ~~ (/)
<br />wz(/)coZOO C Z
<br />I::JzwQWi=z.o::
<br />f-o::SI(/)~0::3:J S2
<br />6Zo...f->WOoa:l (/)
<br /><( I w (/) 0... 0:: . I.LI
<br />f-W.....Jf-O::o.....JlXl.... C
<br />(/)(!J<(:;;:('I')z<( ..J
<br />~6]~:>o<(~ci~ <1:
<br />w.....Jf-~~Of-..JJ: C
<br />I3:()o... w()o::o c::
<br />f-O::J~IZ:::J<C- -
<br />8~~8~~~D~ ~
<br />
<br />(3) S.Y.P. 2x4 w/l0d
<br />@ 8" O.C. EACH WAY
<br />
<br />O"l
<br />o
<br />('I')
<br />
<br />~ tr) ~
<br />I ~~~~~
<br />-('I') L!')(3 <( ('.J
<br />coo('.Jz 0
<br />Cl) ~ ...., W LLO
<br />'0.0 ,. ('.J ()
<br />c ('I') , .....J W .....
<br />~.....J~~f- ~
<br />OLLOO::)<("'"
<br />. co'r-:..f-~tO
<br />(/)..>::O()~...., w
<br />Q. '<t ::) f- O"l f-
<br />...., 0 0:: 0:: .
<br />L!')Q.If-WO <(
<br />O"l<(o...(/)()Z 0
<br />
<br />/5/8" ALL THREAD ROD W/
<br />~ ::: SIMPSON SET EPOXY
<br />__ ~--- BOLTS WITH 4 1/2" EMBED TYP
<br />( 8 1/2" EMBED WHERE STEP
<br />DOWN OCCURS) INSTALL PER
<br />~ MFG. SPECS.
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />BASE PLATE
<br />- HIGH UPLIFT FRAME WALL
<br />I 5E]\GIRDER/BEAM CONN.
<br />
<br />, I ~O SCALE REV. 3/20/03 MJB
<br />UPLIFT CAP.: w/ 2500 PSI CONC. = 1750#
<br />GRAVITY CAP @ BUILT-UP COLUMN (3) 2x4 SYP @ 8'-0" HT.=5175#
<br />
<br />l6d NAILS @ ---.....
<br />16" O/C TYP. ""
<br />
<br />".
<br />
<br />\ FILLING AND BLOCKING AS
<br />~ REQUIRED FASTENED TO
<br />HEADER W/(2) ROWS
<br />OF 12d @16" O/C UNLESS
<br />I\OTED OTHERWISE
<br />
<br />DOUBLE 2"x4"-.
<br />CRIPPLE STUD
<br />TYPICAL (U.N.O.)
<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 />~;;t
<br />
<br />V2"X4" STUDS TYP.
<br />
<br />V-USP HTT16 W/ (18) 16d NAILS
<br />AND A 5/8" EXPANSION
<br />ANCHOR W/ 6"
<br />o :~ EMBEDMENT U.N.O. OR
<br />1O~..t, : 81/2" AT GARAGE STEP DOWN
<br />HOLD DOWN CONNECTIONS l'iVe;'
<br />NOT REQUIRED @ :ARING ~ ~P.T. BOT. PLATE
<br />WAllS WITHOUT~FT ~
<br />
<br />r1i\WALL HEADER DETAIL
<br />
<br />~ SCALE: N.T.S.
<br />
<br />o
<br />o
<br />IJ]
<br />W
<br />I-
<br />- 0
<br />:J
<br />U1 ~ .......
<br />Z r- L'
<br />Dcir-t'
<br />- > I l\1
<br />U1 .J r1' U1
<br />- lJ] 0 I
<br />> IJ] r1'
<br />OWMIJ]
<br />~ M t'
<br />~ 0 I
<br />o..I.JM
<br />Ul LL r-
<br />I I- ~ OJ
<br />~ Ul II I
<br />I- W r-
<br />~ ~
<br />.1-
<br />Z
<br />o
<br />o
<br />IJ]
<br />
<br />~ i----~::~-------~~---------------~~~~ ~
<br />
<br />
<br />I " @/ 1
<br />I ~ "I
<br />5 FT.:----4FT.-----------@"------------~ ,/ :
<br />5 FT.: 4 FT. (2) '-, CD :@
<br />~ [- -- - - - - - - - ~- - -- - -"~~- -~""'~,~~,) FT
<br />:---ifFC(2)-----/~--n~ ~~-~~ ~
<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" D.C.
<br />
<br />REV. 10-28-03 AS.
<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 />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 W/ (18) -10d AT
<br />~::--........ ~ 2'-0" O.C. MAXIMUM
<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 w/l0d
<br />- @8" O.C. EA. SIDE
<br />
<br />(2) 10d nails @ 8" o.c.
<br />4.' TO TRUSS TOP CHORD
<br />-0"
<br />1 + PLYWOOD
<br />~: +:. SHEATHING
<br />1 + +
<br />1 + + l' 4"
<br />
<br />: I KU::;::; /+ : ~ !Ih..~" !'" -j LINE OF ROOf
<br />1 .a4 ::>H' ---'" ~ ~' BEYOND
<br />
<br />: :~~::~~~) L' '\(' ---t. t~ 2X FACIA
<br />
<br />SEE LINTEL 2 X ~,~~F~T"'-i3) 10d
<br />SCHED. FRAMIr\G @ NAILS
<br />2'-0" O,C. TYP.
<br />USP RT3
<br />EACH STUD
<br />L- 2X4 P.T. CONT.
<br />l..A -"'" W/ 3/16" DIA.
<br />TAPCONS @
<br />16" O.C. W/ MIN.
<br />11/2" EMBEDMENT
<br />
<br />GYPSUM CEILING: USE 5d NAILS @ 7" O.C.
<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 />ALLOWABLE FASTENERS
<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 />PRE-EI\G. TRUSSES
<br />
<br />_ SEE ROOF PLAN
<br />FOR CONr\ECTION
<br />USP RT7 TO
<br />EACH TRUSS
<br />
<br />"~
<br />;::::?'----
<br />ff
<br />
<br />L~
<br />
<br />/; l
<br />
<br />2X4P.T~~~;.~;;~L ~ ,,~
<br />CONT. ~...~,." '-. ~~
<br />.... ,"J '" ~
<br />PRECAST, .-_.~~, ~
<br />
<br />2x8 CONT. --./ ~ "'-
<br />TOP & BOTTOM SIM. {24\ "'-
<br />\V
<br />
<br />USP HTT16J~ :::
<br />w/18-l6d NAIL~
<br />
<br />o
<br />Z W
<br />~(/)0
<br />(/)J:- 0
<br />Wf-(/)W::J
<br />oz(/):::!~
<br />00-J:>
<br />z:2:t::::(/)
<br />~NWcr:~
<br />"M~OO
<br />~cr:ooO
<br />::t2w::JU
<br />C20~L5~
<br />o::Jcr:(/)~
<br />(/);;wocr:
<br />I (/)tl: Z::J
<br />f-_~~U
<br />
<br />7/16" O.S.B.
<br />SHEATHING
<br />
<br />-EPOXY ANCHOR W/ 81/2" EMBED.
<br />INSTALL PER MFG. SPECS.
<br />.~ No.2 P.T. 2x4
<br />~ BASE PLATE
<br />
<br />Ari!d@3"0.C.TYP.
<br />EXTERIOR
<br />STRUCTURAL
<br />riHEATHING (MIN. 7/16")
<br />
<br />,,/
<br />
<br />2x8@
<br />2'-0" O.C.
<br />
<br />-
<br />
<br />J 26'\ SECTION AT ROOF EXTENTION
<br />, I ABOVE SGD N.T.S. REV. AS 4-6-04
<br />
<br />7 ~ ~ :() ( ) ( ) ( ) (
<br />
<br />~ 1
<br />/ 'r-- G.C. VERIFY INTERIOR
<br />~ 1/2" GYP. BOARD OR
<br />2x ST~ ~ EXTERIOR STRUCTURAL
<br />r "---' SHEATHING (MIN. 7/16")
<br />~ VERIFY WI PLAN
<br />
<br />~ W/ 1/2" ANCHOR BOLTS
<br />~ 6" FROM Er\D OF EACH
<br />~ SILL PLATE.
<br />,-..., SEE 6/S-6
<br />
<br />r30\EXT. FRAME CORNER
<br />
<br />~SCALE: 11/2" = 1'-0"
<br />
<br />f6\HEADER OPENING
<br />
<br />\ J 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 /> L!')
<br /> ('J(j) 0
<br /> .......
<br /> ....,
<br /> L!)6 ().......
<br /> f-('I')
<br /> <(0...
<br /> ('J(j) r-...o
<br /> ~> to.......
<br /> '<t<(
<br /> ....,0
<br /> W '~
<br /> 0:: ~~
<br />(0 w-l
<br />~ ~
<br />(/) 0-1 w 0
<br />0 0::
<br /> z<C U >-LLZ
<br />--.J Zf-O
<br />0 <($ - <(z-
<br />--.J f- ZW~
<br />I -(/)>
<br /> o::~ 0 OZo
<br />C\J - t30<(
<br />:c z ::J()O
<br />L.() 0w oz-
<br /> oWO::
<br /> I- o::f-O
<br />I $ zJ- o...!:::U:
<br />f'- I wO::.....J
<br /> wU) 0::3:<(
<br /> wwO::
<br />~ W t? COIf-
<br />wO(V) - f-f-~
<br />Of-()
<br />~ - ~-IO 0:: Z::) .
<br />> >-00...
<br />L.() ~<( 0 >- <(I 0::
<br />I- ~!:::O
<br />Z$ N 0... 3:()
<br />:so::w
<br />~ (/) 0 w~
<br />::J o...zo
<br /> (/)ZI
<br />>- l1J a... () -<(U)
<br /> 2=~:::J
<br />0:: 0::: SHEET NO. 0...
<br /> 0::
<br />() 0
<br />0 5-7 ()
<br /> w
<br />I- (0 ~
<br /> 0
<br /> OF I
<br />Z (/)
<br />~ 25 :::J
<br /> ('f)
<br />W 0
<br />I- 0
<br />> LAST PLOT DATE ('.J
<br /> @
<br />0 March 02, 2005
<br />Z DETAILS
<br />- --.J
<br />
<br />SEE SIM ~
<br />rFOR GABLE CONNS, TYP.
<br />ABLE. TRUSS
<br />
<br />~ ~~~I~S,~_
<br />~LAN , ~
<br />
<br />
<br />L? " 0...........
<br />\/ 0
<br />
<br />~
<br />
<br />CLIP EACH TRUSS
<br />(SEE ROOF PLAN FOR TYPE)
<br />FRAME OUT TO
<br />BLOCK EDGE
<br />
<br />I /;2d COMMONS AT
<br />V 6" D.C. MAX TO LEDGER
<br />
<br />
<br />2X P.T. CONT. T & B
<br />/ W/ (2) 12d COMMONS
<br />: _ >-< EACH STUD
<br />
<br />~ ~ ___-2X4 P.T. CONT.
<br />-- W/ 1/4" DIA TAP CONS W/ 11/4" MIN.
<br />I = EMBED AT MAX 12" O.C. [MIN (2)]
<br />~ I _ T&B
<br />____ ~ 1-
<br />----'--.J.I1- ,,----7/16" O.S.B. SHEATHIr--.G
<br />~I"" ~ W/8d NAILS @ 6" O.C.
<br />:::,---,...1/,-- ~ EDGES & 12" D.C. INTERMEDIATE
<br />; ~ '- -----
<br />-
<br />I -
<br />I _ -2X P.T. @ 2'-0" O.C. MAX
<br />I - NOTCHED T&B @ LEDGER
<br />- TOE NAIL TO LEDGER
<br />I - W/ (2) 8d NAILS
<br />
<br />~ :.~ ~
<br />t:lt ~
<br />(24\TYPICAL BUILD OUT DETAIL
<br />
<br />~ } NTS
<br />
<br />
<br />-
<br />
<br />~
<br />III ......
<br />
<br />~
<br />
<br />1
<br />I
<br />I
<br />
<br />1 I STUD ANCHORING:
<br />'- :1 1 STUD TO TOP PLATE:
<br />"i--.. USP SPT4 W/ (6) 10d X 11/2 OR
<br />: USP SPT24 W/ (6) 10d
<br />: W/ 6 -10d X 11/2
<br />: I 2 X 4 SPF
<br />1
<br />A I AT 16" O.C.
<br />
<br />/)-11 STUD TO BOT PLATE:
<br />1 USP SPT 4 OR SPT22
<br />W/ 6 -10d X 11/2
<br />~~i
<br />~~.II:: ~ 1/2"X8"
<br />VI.: ~ ANCHOR BOLT
<br />, , @ 24" O.C.
<br />
<br />o
<br />
<br />SEE TRUSs---/'
<br />PLAN "
<br />CMU WALL
<br />SEE PLAN
<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 />LI NTEL
<br />
<br />~- 8" CMU WALL
<br />
<br />--
<br />
<br />I 16, KNEEWALL @ ENTRY
<br />, N.T.S.
<br />
<br />-
<br />
|