|
<br /> HEADER SUPPORT HEADER ANCHOR
<br />NO. OF JACKS & STUDS NAILED TO TOP PLATE~,
<br /> REQ. AT OPENINGS HEADER & JACK
<br /> 2 X 4 WALL 2 X 6 WALL HEADER SIZE NO. & SIZE OF
<br /> & GRADE RAFTER TIES
<br />OPENING JACKS STUDS JACKS STU DS EACH END
<br />SIZE EA END EA END EA END EA END
<br />l' - 4' (1) (2) (1) (2) (2) 2X12" 2SYP (2) LSTA 30
<br />4' - 9' (2) (3) (2) (2)
<br />9' -16' (3) (3) (2) (3)
<br />
<br />STRUCTURAL NOTES
<br />
<br />SEE SHEET S-7A FOR
<br />ADDITIONAL S-7 DETAILS
<br />NOT SHOWN
<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 />/Y /SINGLE OR 2 PLY
<br />:: GIRDER TRUSS
<br />"
<br />"
<br />
<br />
<br />~~ ./ USP LTS20B w/l0-16d
<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 />6.68d NAILS ARE RECO~MENDED 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 />REFER Tu
<br />26jS-4 OR 27jS-4
<br />
<br />~ SEE SCHEDULE
<br />~&~-
<br /><:<.;:: ....... 2-ROWS 12d NAILS STAGGERED @
<br />........ s..! ~ 12" O/C EACH FACE OR 3-ROWS
<br />:r~~ ~~~ 12d NAILS STAGGERED @ 12" O/C
<br />. ~~ ~FOR' 2"xl0" OR GREATER HEADER
<br />r--- . . l~ "
<br />
<br />~
<br />
<br />(3) S.Y.P. 2x4 w/l0d
<br />@ 8" O,C. EACH WAY
<br />
<br />----:"
<br />
<br />\
<br />/~
<br />,,/
<br />
<br />~2-2x4 SPF TOP PLATE
<br />
<br />* WH EN STU D 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 />16d NAILS @---..
<br />16" O/C TYP. "
<br />
<br />\ DOUBLE 2 X 12 NO, 2 S.Y.P,
<br />IL HEADER W/ 1/2" FLITCH PLATE OR
<br />WI85 JOIST HEADER. (U.N.O.)
<br />
<br />- 5/8" ALL THREAD ROD W/
<br />t/ - SIMPSON SET EPOXY
<br />__ -\J--- BOLTS WITH 4 1/2" EMBED TYP
<br />( 81/2" EMBED WHERE STEP
<br />DOWN OCCURS) INSTALL PER
<br />~ MFG, SPECS.
<br />
<br />
<br />~lll/~
<br />~I~
<br />P.T. #3 S.Y.P. 2x4
<br />BASE PLATE
<br />.-. HIGH UPLIFT FRAME WALL
<br />I 5E.nGIRDER/BEAM CONN.
<br />\ J NO 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 />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----~::~-------~~----------------~~~ ~
<br />
<br />
<br />
<br />1 , ~,
<br />I // \6//
<br />I ' ,
<br />
<br />5 FT.i----4fi.-----------@"------------~ ,,'
<br />
<br />5 FT,: 4 FT, (2) '-, Q) :Q;
<br />
<br />~ [UU------~-m--~~~;l-~u~"",~ '~",~:FT
<br />in4K(2)uu-/~u ~ --~-~-S ~
<br />
<br />'.
<br />
<br />DOUBLE 2"x4"--
<br />CRIPPLE STUD
<br />TYPICAL (U,N.O.)
<br />
<br />\ FILLING AND BLOCKING AS
<br />I-- REQUIRED FASTENED TO
<br />HEADER W/(2) ROWS
<br />OF 12d @16" O/C UNLESS
<br />NOTED OTHERWISE
<br />
<br />NOTES:
<br />
<br />~~t
<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 />V-USP HTT16 W/ (18) 16d NAILS
<br />AND A 5/8" EXPANSION
<br />ANCHOR WI 6"
<br />o re EMBEDMENT U.N.O. OR
<br />~~;tt, '. 81/2" AT GARAGE STEP DOWN
<br />HOLD DOWN CONNECTIONS 1'1'0
<br />NOT REQUIRED @ :ARING ~ ~P.T. BOT. PLATE
<br />WALLS WITHOUT~IFT ~
<br />
<br />(li\WALL HEADER DETAIL
<br />, ~ SCALE: N,T,S,
<br />-
<br />
<br />REV, 10-28-03 AS.
<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 @ 7" O.C.
<br />
<br />USP LSTA30 w/(11)-10d
<br />0/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 />
<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 '-0 "TO TRUSS TOP CHORD
<br />1 + PLYWOOD
<br />i:~ +:. SHEATHING
<br />1 + +
<br />: .: 1'4'"
<br />
<br />: I KU~~ /' : ~ ~~.. i.. 1 LINE OF ROOF
<br />;2X4 ~H'...../' .rll ~~' BEYOND
<br />~ EACH TRUSS /' + ------.L +
<br />CONNECTOR /"...J) J- .'\ + ~ 2X FACIA
<br />SEE L1NTE~ \ " '\2 X 4 ~,<;'F~T"'--(3) 10d
<br />SCHED. FRAMING @ NAILS
<br />2'-0" O.C, TYP,
<br />USP RT3
<br />EACH STUD
<br />L- 2X4 P,T, CONT.
<br />A - W/ 3/16" DIA.
<br />TAPCONS @
<br />16" O.C. W/ MIN.
<br />11/2" EMBEDMENT
<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-ENG. TRUSSES
<br />~ SEE ROOF PLAN
<br />FOR CONNECTION
<br />"'--- - USP RT7 TO
<br />.-!!.7' ~ EACH TRUSS
<br />/; l
<br />
<br />2X4P.T~~l:~.~;~;L ~ ~~
<br />CONT.~"~;:':' " ~~
<br />..>:~ ,,~
<br />PRECAST" ::..~~" "" "- ~~~~~~I'~GB.
<br />
<br />/' '" ~ 2x8 @
<br />2x8 CONT. -----./ (24\ "" 2'-0" O.C,
<br />TOP & BOTTOM SIM, ~
<br />
<br />A: CEMENT COATED SINKERS
<br />B: BRIGHT COMMONS
<br />C: SPIRAL OR RING SHANK NAILS
<br />D: CLIP HEAD GUN r\AILS
<br />
<br />USP HTT16.~ :::
<br />w/18-16d NAIL~
<br />
<br />
<br />~~,/
<br />
<br />EPOXY ANCHOR W/ 8 1/2" EMBED,
<br />INSTALL PER MFG. SPECS,
<br />_____ No.2 P.T. 2x4
<br />~ BASE PLATE
<br />
<br />And@3"0'C,TYP.
<br />EXTERIOR
<br />STRUCTURAL
<br />j~HEATHING (MIN. 7/16")
<br />
<br />.-
<br />
<br />~ 26 \ SECTION AT ROOF EXTENTION
<br />, J ABOVE SGD
<br />
<br />I 19 ,SECTION DETAIL @ ENTRY
<br />, ' N,T.S,
<br />
<br />~~ \ () ( ) ( ) ( ) (
<br />
<br />.-
<br />
<br />I 6
<br />,
<br />
<br />,.'IEADER OPENING
<br />
<br />I NO SCALE REV. 1-27-04 AS
<br />UPLIFT CAP. AT HEADER 1 STRAP EA. END - 1255#
<br />
<br />......~
<br />./ ...... L-lG.C, VERIFY INTERIOR
<br />?~ 1/2" GYP. BOARD OR
<br />2x STU'[); ~ EXTERIOR STRUCTURAL
<br />r --- SHEATHING (MIN. 7/16")
<br />~ VERIFY WI PLAN
<br />
<br />~ W/ 1/2" ANCHOR BOLTS
<br />~ 6" FROM END OF EACH
<br />~ SILL PLATE.
<br />.----.... SEE 6/S-6
<br />
<br />~ 30\EXT. FRAME CORNER
<br />
<br />, J SCALE: 11/2" = 1'-0"
<br />
<br />REV. AS 4-6-04
<br />
<br />N,T,S,
<br />
<br />-
<br />
<br />-
<br />
<br />~
<br />
<br />SEE SIM ~
<br />[FOR GABLE CONNS, TYP.
<br />
<br />ABLE, TRUSS
<br />
<br />~ ~~~I~S,~ _ 12d COMMONS AT
<br />~LAN , \. V I /~" O.C. MAX TO LEDGER
<br />
<br />.-!!.7' ' 0.......... V
<br />" 0 2X P,T. CONT, T & B
<br />o / W/ (2) 12d COMMONS
<br />>< EACH STUD
<br />
<br />l.-----2X4 P.T. CONT,
<br />- W/ 1/4" DIA TAP CONS W/ 11/4" MIN,
<br />E~BED AT MAX 12" O.C. [MIN (2)]
<br />T&B
<br />
<br />CLIP EACH TRUSS
<br />(SEE ROOF PLAN FOR TYPE)
<br />FRAME OUT TO
<br />BLOCK EDGE
<br />
<br />~....
<br />Ii ......
<br />
<br />~~
<br />'L
<br />
<br />2 X 4 P.T.
<br />
<br />I STUD ANCHORING:
<br />1 STUD TO TOP PLATE:
<br />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 />A 1 AT 16" O,C,
<br />
<br />/r' STUD TO BOT PLATE:
<br />1 USP SPT4 OR SPT22
<br />W/ 6 -10d X 11/2
<br />~~i
<br />~~/I':", .......... 1/2"X8"
<br />1):/,.: ~ A:\CHOR BOLT
<br />- " - @ 24" O,C.
<br />
<br />SEE TRUSs-/" ~ '-_
<br />PLAN tl
<br />
<br />CMU WALL--./ ~ I =
<br />SEE PLAN _ I _
<br />_____ - I -
<br />----v1 ,,----7/16" O.S,B, SHEATHING
<br />I""~ W/8d NAILS @ 6" O.C.
<br />~--,.;1 ~ EDGES & 12" O,C. INTERMEDIATE
<br />r- ; ~ t:: _____
<br />r-I-
<br />r-I-
<br />r- I _ -2X P.T. @ 2'-0" O.C. MAX
<br />- I - I\OTCHED T&B @ LEDGER
<br />- I - TOE NAIL TO LEDGER
<br />= I = W/ (2) 8d NAILS
<br />
<br />f- I.~vt
<br />f- I -.N
<br />t:{ ~
<br />
<br />7/16" OSB W/8d
<br />COM~ONS @ 6" ON
<br />EDGES & 12" IN -............
<br />FIELD .............
<br />
<br />LINTEL
<br />
<br />- 8" CMU WALL
<br />
<br />-
<br />
<br />.-
<br />
<br />~ 24 ,TYPICAL BUILD OUT DETAIL
<br />~NTS
<br />
<br />I 16, KNEEWALL @ ENTRY
<br />, IN.T.S.
<br />
<br />~Ir
<br />~c=JO
<br />~ <t: CO
<br />
<br />(/)
<br />W
<br />o
<br />'-'
<br />z
<br />o
<br />.....J
<br />
<br />W f/)
<br />LL~O::: Q)G><i!
<br />.00:::0 CI)~ z
<br />W LL LL Q).~ 0
<br />~~~~ Q) U U)
<br />~-O::) 0 (/)
<br />W ><~o:::o ~ f/) c;:
<br />U 0::) LL U I 1ft 0
<br />0::: 0 Z U VI 0:::
<br />I-- 15: ~ ~ <( CI) CU 0..
<br />o <(O<(b Q) C 53
<br />Z WO:::I-z -'0.00::
<br />0:: LL W ,..._ _
<br />W <( zO::o ", 1ft 1-::) ......J
<br />OW<(O :r.. as 0:: en ~
<br />~ W~(/)o Q-ct5 g:
<br />~ b1-6~ E ~
<br />o 0'0:: (/) W >-- ~- ~ (/)
<br />:~i~.~~ y~ w
<br />o w(/)""o::Z 0 U
<br />LL ,-,Z~LLO ......J('>') 0::><
<br /><(015 i= ~ eno LL<(
<br />W I- (Ii 0:: 8 <( ~ - ~'(J) W 1'-- 0 LL
<br />0:: gzo~~ '-'~ ('>')<;t
<br /><( LL ~ 0::: Uo 0:. ""+1 ~ ......J ~ g
<br />:::> W::=W 0.. ~~ o:::LL NN
<br />~o~ffi:3 ~ o..{oo
<br />o ::)......J-O::......J ~ .~ coco
<br />~ a(/)~00~ ~ ~~~~
<br />O::......J.......>- <;to.. 00
<br />:::::l ~ ~ ~ 0:: l!) C9 '- O'l <( <;t <;t
<br /><(0;><(0
<br />
<br />w '-' 0
<br />I Z co
<br />I-.(/) ~ ~ ~
<br />'-'Zw <((D~
<br />(/)~Qo O::N(D en
<br />. 01-0 O..-t~ Z
<br />ffiz(5u w~18Lt 0
<br />~ ~ 0:: '-' I I '1* . ;:::
<br />~(/)-z I-I-....llJ ::J
<br />'-' 0:: ~ 15 0:: LL U. 0.. -I
<br />zWo........J 00.. 0
<br />W9(/)S(/)LLZ~ffi en
<br />WZ(/)enZOO c Z
<br />I::)ZwQ~i=z.o::
<br />1-0<(I(/)<(0::3::J g
<br />LL Z ......J I- :> i..1J 0 0 a:I VI
<br />o <( 0.. :r: W (/) 0.. 0:: . LU
<br />tIi W <i! !:: 0::: 0 <i! a:I ~ C
<br />W '-' 0:: 3: ('>') Z 0:: . llJ _
<br />a:l 53::) 0 <( ::) c( c( .....
<br />W......JI-~~Ol-....J: C
<br />I3Uo.. wUO::o 0:
<br />I-o~~~z~~i 0
<br />8~u;8~~u;DD it
<br />
<br />O'l
<br />o
<br />('>')
<br />N
<br />o Z
<br />co 0
<br />...: o;J ~
<br />
<br />~ ~~. >- lJ)
<br />~ ~~ 8
<br />0('>') _ N
<br />moN'-' N
<br />ill 1'-- .-1 LL .-1
<br />'Q.QNN 0
<br />c ('>') , ......J 'C
<br />co ......J <;t <( I- c-
<br />0'- LL .-1 0:: <(.-1 <(
<br />(X)::)U
<br />. co' r-:. I- - CD
<br />(/).:.::oU~.-1 W
<br />c- <;t ::) I- O'l
<br />Lri 8.Ig:ffio ~
<br />O'l <( 0.. (/) U Z 0
<br />
<br />.
<br />
<br />o
<br />o
<br />\D
<br />w
<br />I-
<br />- 0
<br />::J
<br />Ul ~ ......
<br />z .... L'
<br />o ci .... I:"-
<br />- > I l\1
<br />Ul..JO'Itn
<br />- [I] 0 I
<br />> \D 0'1
<br />O~M~
<br /><t 0 M I
<br />a.I..JM
<br />Ul lL. ....
<br />II-4:OJ
<br /><tUlQ. I
<br />I- W ....
<br />~ ~
<br />i I-
<br />o
<br />o
<br />\D
<br />
<br />o
<br />z ~
<br /><-' (j) ,~
<br />U;:r:~ 0
<br />Wf-(j)W:J
<br />oz(j):::!<t
<br />00-:r:>
<br />z:;;:t::!:(j)
<br /><tNWa::~
<br /><-,rlt;(oo
<br />~a::ooO
<br />:!:OwwU
<br /><tll... ..Jf-
<br />a::o~~z
<br />0:Ja::(j)~
<br />~~woa::
<br />:r:(j)t:i:z::.J
<br />f--<t<tu
<br />
<br /> lJ)
<br /> o;;t(/) 0
<br /> .......
<br /> .-1
<br /> LD6 u.......
<br /> 1-('>')
<br /> <(0..
<br /> N(/) iJ'l0
<br /> ~> lJ).......
<br /> <;t<(
<br /> .-10
<br /> w LJ1 ~
<br /> 0:: o~
<br />~ (f) LLJ--.J
<br />N ~
<br />---I O--.J W 0
<br />~ 0::
<br />---I z<( U >-LLZ
<br /> ZI-O
<br />0 <($ - <(Z-
<br />- I- ZW~
<br />:c -(/)>
<br />I o:::~ 0 OZo
<br />N t50<(
<br /> z ::)uo
<br />l.!) $ <.9LLJ Ozo:::
<br /> oWo
<br /> I- O::~......J
<br />I Zl- o..-LL
<br />I'-- W I wO::......J
<br /> LLJ(/) 0:::3<(
<br /> WWO:::
<br />~ - ~ a:lII-
<br />> wO(Y) - 1-1-6]
<br />Ol-u
<br />~ ~ --.J 0 0:: z::) .
<br />~ >-00..
<br />~<( 0 >- <(I 0:::
<br />L.() (f) ~!::O
<br />Z$ N 0.. 3U
<br />~o:::w
<br />~ W 0 w~
<br />~ o..zo
<br /> 0::: .....J U (/)ZI
<br />>- 0.. -<((/)
<br /> ~~::)
<br />0::: () SHEET NO, 0..
<br /> 0::
<br /> 0
<br />0 ~ S-7 U
<br /> W
<br />~ ~
<br />N 0
<br /> OF I
<br />Z (/)
<br />~ 25 ::)
<br /> ('>')
<br />lJJ 0
<br />~ 0
<br />> LAST PLOT DATE N
<br /> @
<br />0 April 12, 2005
<br />Z PET AIL5
<br />---I
<br />-
<br />
|