|
<br />HEADER SUPPORT
<br />NO. OF JACKS & STUDS
<br />REQ. AT OPENINGS
<br />
<br />HEADER ANCHOR
<br />NAI LED TO TOP PLA TEE,
<br />HEADER & JAC~~
<br />
<br />STRUCTURAL NOTES
<br />
<br />SEE SHEET S-7A FOR
<br />ADDITIONAL S-7 DETAILS
<br />NOT SHOWN
<br />
<br />2 X 4 WALL
<br />
<br />2 X 6 WALL
<br />
<br />NO. & SIZE OF
<br />RAFTER TIES
<br />EACH END
<br />
<br />6) WOOD:
<br />6.1 WOOD STRUCTURAL FRAMII\G 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 />HEADER SIZE
<br />& GRADE
<br />
<br />OPENING JACKS STUDS JACKS STUDS
<br />SIZE EA END EA END EA END EA END
<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 />/.r VSINGLEOR2PLY
<br />:: GIRDER TRUSS
<br />'1
<br />'1
<br />
<br />
<br />:~ \/ / USP LTS20B w/10-16d
<br />\ :.r:: TO GIRDER TRUSS
<br />~~~~
<br />I~ 2.2,4 SPF TOP PLATE
<br />
<br />(UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDII\G 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 />4' - 9'
<br />
<br />9' -16'
<br />
<br />(3) (3) (2) (3)
<br />
<br />~~'SEE SCHf DULE
<br />
<br />');::J '<.'
<br />" , )-ROWS 12d NAILS STAGGERED @
<br />'. ~ ~ :J 2" O/C EACH FACE OR 3-ROWS
<br />~~ ~~ :J 2d NAILS STAGGERED @ 12" O/C
<br />. · ".......~-......: '- fOR 2"xl0" OR GREATER HEADER
<br />........ ~ lA.~ ~
<br />" ~
<br />'~
<br />
<br />(3) S.Y.P. 2x4 w/l0d
<br />@ 8" O,C. EACH WAY
<br />
<br />"".........
<br />
<br />REFER Tv
<br />26/5-4 OR 27/5-4
<br />
<br />.........v
<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 />\. DOUBLE 2 X 12 NO.2 S.Y.P.
<br />L HEADER W/ 1/2" FLITCH PLATE OR
<br />WI85 JOIST HEADER. (U.N.O.)
<br />
<br />--
<br />--
<br />
<br />/5/8" ALL THREAD ROD W/
<br />:: SIMPSON SET EPOXY
<br />- BOLTS WITH 4 1/2" EMBED TYP
<br />( 81/2" EMBED WHERE STEP
<br />DOWN OCCURS) INSTALL PER
<br />MFG. SPECS.
<br />
<br />16d NAILS @____
<br />16" O/C TYP. ........
<br />
<br />'.
<br />
<br />DOUBLE 2"x4"-.
<br />CRIPPLE STUD
<br />TYPICAL (U.N.O.)
<br />
<br />\ FILLING AND BLOCKING AS
<br />REQUIRED FASTENED TO
<br />- HEADER W/(2) ROWS
<br />OF 12d @16" O/C UNLESS
<br />r\OTED OTHERWiSE
<br />
<br />NOTES:
<br />
<br />~
<br />
<br />~~
<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 />I
<br />,
<br />
<br />/2"X4" STUDS TYP.
<br />
<br />riUSP HTT16 W/ (18) 16d NAILS
<br />AND A 5/8" EXPANSION
<br />ANCHOR W/ 6"
<br />J EMBEDMENT U,N.O. OR
<br />'. 8 1/2" AT GARAGE STEP DOWN
<br />
<br />",~P.T. BOT. PLATE
<br />
<br />
<br />11 ,WALL HEADER DETAIL
<br />
<br />I SCALE: N.T.S.
<br />
<br />REV. 3/20/03 MJB
<br />
<br />P.T. #3 S.Y.P. 2x4
<br />BASE PLATE
<br />~ HIGH UPLIFT FRAME WALL
<br />{5E.l\GIRDER/BEAM CONN.
<br />
<br />, J NO SCALE
<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 A:\D 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 />@ ,---:O:~--------~~----------------,~6~ @
<br />
<br />
<br />
<br />I " CV,' I
<br />1 ,I / I
<br />5 FT.:nn4FT.-----n-n-0-----nnn-~ ,,' :
<br />5 FT.: 4 FT. (2) \, Q) :(2)
<br />@ i----------~-~--------l-~~~;:~--~""~ '~,)FT
<br />
<br />I '
<br />I '
<br />:--ifFr-C'2)nn--- @ @ n-@-4-'Fr. 1- Q)
<br />
<br />O,o~
<br />1'/11
<br />HOLD DOWN CONNECTIONS Q
<br />NOT REQUIRED @ BEARING
<br />WALLS WITHOUT UPFIFT
<br />
<br />-
<br />
<br />REV. 10-28--03 AS.
<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 />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 />(2) 10d nails @ 8" o.c.
<br />, l' TO TRUSS TOP CHORD
<br />I . -0" PLYWOOD
<br />i~~ SHEATHING
<br />
<br />j .~
<br />i TRUSS · ./: : <4 .....~~..1.-4l LINE OF ROOF
<br />: ZJA ;:)yt-'----"'" JJ .~:....... ~ BEYOND
<br />I EACH TRUSS I / "rl..! --.........
<br />. CONNECTO~~ l /''(~ :~ 2X FACIA
<br />
<br />SEE L1NTEt 2 X 4..~~F~T~3) 10d
<br />SCHED. FRAMII\G @ NAILS
<br />2'-0" O.C. TYP.
<br />USP RT3
<br />EACH STUD
<br />2X4 P.T. CONT.
<br />WI 3/16" DIA.
<br />TAPCONS @
<br />16" O.C. W/ MIN.
<br />11/2" EMBEDMENT
<br />
<br />~~
<br />
<br />~
<br />
<br />PRE-ENG. TRUSSES
<br />
<br />SEE ROOF PLAN
<br />FOR CONNECTION
<br />USP RTl TO
<br />EACH TRUSS
<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 />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 />"~
<br />
<br />l~
<br />:::,',:~~ tr('" ~~
<br />2 X 4 P.T~!"~_,~ >r:J L
<br />CONT. ;,'m~ ~
<br />PRECAST, ,.. ':~\}., '~ "-
<br />.... 'm:Y-f:I ~
<br />2x8 CONT. --./ ~""-
<br />TOP & BOTTOM SIM. (:~0""-
<br />~
<br />
<br />~~ ~" / ~ ) ( ) ( ) ( ) (
<br />
<br />USP HTT16.~ :::
<br />w/1B-16d NAIL~
<br />
<br />~-
<br />
<br />(3) S.P.F. 2x4 w/l0d
<br />@8" 0 C. EA, SIDE
<br />
<br />\
<br />
<br />A .-~
<br />
<br />7/16" O.S.B.
<br />SHEATHING
<br />2x8@
<br />2'-0" O.C.
<br />
<br />EPOXY A~CH()R W/ 8 1/2" EMBED.
<br />INSTALL PER \i1FG. SPECS.
<br />____ NO.2 I).T. 2x4
<br />~ BASE PLATE
<br />
<br />Af1:d@3"0.C.TYP.
<br />EXTERIOR
<br />STRUCTURAL
<br />rtHEATHING (MIN. 7/16")
<br />
<br />/'
<br />
<br />.-
<br />
<br />(26\ SECTION AT ROOF EXTENTION
<br />, I ABOVE SGD N.T.S. REV. AS 4-6-04
<br />
<br />.-
<br />
<br />(19 , SECTION DETAIL @ ENTRY
<br />\.. J N.T.S.
<br />
<br />-
<br />
<br />./ ~ I G.C. VERIFY INTERIOR
<br />~~ 1/2" GYP. BOARD OR
<br />2x ST~ ~ EXTERIOR STRUCTURAL
<br />~ 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 />J 30',EXT. FRAME CORNER
<br />
<br />, I SCALE: 11/2" = 1'-0"
<br />
<br />.-.
<br />
<br />~ 6 ,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 />~
<br />
<br />SEE SIM (J;)
<br />[FOR GABLE CONNS, TYP.
<br />GABLE. TRUSS
<br />
<br />~ ~~~I~S.~ _ /;12d COMMONS AT
<br />I ~LAN , \. 6" O.C. MAX TO LEDGER
<br />
<br />~7 ,,0............
<br />V 0 2X P.T. CONT. T & B
<br />o / W/ (2) 12d COMMONS
<br />r:><: EACH STUD
<br />SEE TRUSS---- -' ~ ~ ~ ___-2X4 P.T. CONT.
<br />PLAN /- ir, ~ 01___ W/ 1/4" DIA TAP CO'JS W/ 11/4" MIN.
<br />CMU WAL~ = I ~ EMBED AT MAX 12" O.C. (MIN (2)]
<br />SEE PLAN - I f- T&B
<br />_____ - I
<br />-- --v1 ....----7/16" O.S.B. SHEATHING
<br />7<::~ W/8d NAILS @ 6" O.C.
<br />::::,r--..t1 ~ EDGES & 12" O.C. INTERMEDIATE
<br />-I : ~C:____
<br />_If- ---
<br />- If-
<br />_ I f- -2X P.T. @ 2'-0" O.C. MAX
<br />- I f- NOTCHED T&B @ LEDGER
<br />- , f- TOE NAIL TO LEDGER
<br />= I :: W/ (2) 8d NAILS
<br />- I.~ Vl
<br />- I ,-.r1
<br />= I f- ><
<br />
<br />CLIP tACH TRUSS
<br />(SEE I<OOF PLAN FOR TYPE)
<br />FRAM E OUT TO
<br />BLOCK EDGE
<br />
<br />:,:---...
<br />~
<br />~
<br />
<br />2 X 4 P.T.
<br />LI NTEL
<br />
<br />I STUD ANCHORING:
<br />I 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 />/ I AT 16" O.C.
<br />
<br />/)-1 STUI) TO BOT PLATE:
<br />USP SPT4 OR SPT22
<br />W/ {, -10d X 11/2
<br />~--- :
<br />~:
<br />~,.)<t~ 1/2" X8"
<br />\!I<E Ar\CHOR BOLT
<br />-'-...:/ - @ 24" O.C.
<br />
<br />7/16" OSB W/8d
<br />COMMONS @ 6" ON
<br />EDGES & 12" IN ~
<br />FIELD ..............
<br />
<br />~ 8" CMU WALL
<br />
<br />J
<br />,
<br />
<br />-
<br />
<br />16\ KNEEWALL @ ENTRY
<br />I N.T.S.
<br />
<br />.-
<br />
<br />~ 24"\TYPICAL BUILD OUT DETAIL
<br />"--JNTS
<br />
<br />W
<br />I..!..~O::
<br />'00::0
<br />W I..!..I..!..
<br />~~~~
<br />~-O:::J
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