|
<br />HEADER SUPPORT
<br />NO. OF JACKS & STUDS
<br />REQ. AT OPENINGS
<br />
<br />HEADER ANCHOR
<br />NAI LED TO TOP PLA TE~ ,
<br />HEADER & JACK
<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 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 />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 />~ ~-ROWS 12d NAILS STAGGERED@
<br />"', ~ ~ 12" O/C EACH FACE OR 3-ROWS
<br />~ ~~ ~~ 12d NAILS STAGGERED @ 12" O/C
<br />. . ~~........ FOR 2"xl0" OR GREATER HEADER
<br />....... . "-
<br />, V ~~
<br />,'\1 ~
<br />
<br />I\. DOUBLE 2 X 12 NO.2 S.Y.P.
<br />'L HEADER WI 1/2" FLITCH PLATE OR
<br />WI85 JOIST HEADER, (U.N.O,)
<br />
<br />V2"X4" STUDS TYP.
<br />
<br />VUSP HTT16 W/ (18) 16d NAILS
<br />AND A 5/8" EXPANSION
<br />ANCHOR W/ 6"
<br />:: EMBEDMENT U.N.O, OR
<br />81/2" AT GARAGE STEP DOWN
<br />
<br />"'" ~P.T. BOT. PLATE
<br />
<br />
<br />11 ,WALL HEADER DETAIL
<br />
<br />J SCALE: N.T.S,
<br />
<br />O,o~
<br />tlIltl;,
<br />HOLD DOWN CONNECTIONS G
<br />NOT REQUIRED @ BEARING
<br />WAllS WITHOUT UPFIFT
<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 />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 />,
<br />,
<br />
<br />usp HTT16,~ :::
<br />w/l~16d NAIL~
<br />
<br />HEADER SIZE
<br />& GRADE
<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 />/. VrSINGLE 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 />'-" \
<br />~
<br />"V
<br />
<br />~2-2x4 SPF TOP PLATE
<br />
<br />(3) S.Y.P. 2x4 w/l0d
<br />@ 8" O.C. EACH WAY
<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 />--
<br />--
<br />
<br />/5/8" ALL THREAD ROD WI
<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 />~ FILLING AI\D BLOCKING AS
<br />_ REQUIRED FASTENED TO
<br />HEADER W/(2) ROWS
<br />OF 12d @16" O/C 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 />P,T, #3 S.Y.P. 2x4
<br />BASE PLATE
<br />
<br />~ (-:~:'--------~W----W---------,~6~ ~
<br />
<br />
<br />
<br />I , CV' I
<br />: ,," ,," I
<br />
<br />5 FT.i----4"FT.-----------CV------------J ,,' :
<br />5 FT.: 4 FT. (2) '-, CD :CZl
<br />@) i - - -- - -- - -- ~- - - - - - =~~ -~"",~,~cis,,~j FT
<br />:--nc(z)-----/~u ~ ~-@~ @
<br />
<br />.-. HIGH UPLIFT FRAME WALL
<br />, 5E.nGIRDER/BEAM CONN.
<br />
<br />, J 1\0 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 AI\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 />REV. 10-28--03 AS,
<br />
<br />ROOF NAILING SCHEDULE:
<br />NAILING ZONES
<br />
<br />"-~
<br />-:::::~
<br />
<br />(2) 10d nails @ 8" o.c.
<br />, 4'_O..T0 TRUSS TOP CHORD
<br />I . ~.PLYWOOD
<br />i~ . .r) SHEATHING
<br />
<br />
<br />i · -~ ~ N-1'-4'"
<br />: TRUSS--/", ,.q I...~. : LINE OF ROO:::
<br />~n'----"" ~ II '-J ~: BEYOND
<br />I EACH TRUSS .J" ...............~.
<br />, CONNECTOR ~; l;-I "\~ :~ 2X FACIA
<br />
<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 />2X4 P.T. CONT.
<br />......-^4 -- WI 3/16" DIA.
<br />TAPCONS @
<br />16" O.C. W/ MIN.
<br />11/2" EMBEDMENT
<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 />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 />
<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 />(3) S.P.F. 2x4 w/l0d
<br />@8" O.C. EA. SIDE
<br />
<br />, l ~
<br />
<br />2 X 4 P.T~~~.~;':; r:J c:: ~ ~~
<br />CONT "'~'c:::'." ,~ ~lJ
<br />PRECAST........ __>"~i}., ~ 7/16" O.S.B.
<br />" ,.... ~.... t' SHEATHING
<br />/ ~ 2x8@
<br />2x8 CONT. -----./" ".:;-...' 2'-0" O.C.
<br />TOP & BOTTOM SIM. f 24 \
<br />\V
<br />
<br />~~ 1\ ~) ( ) ( ) ( ) (
<br />
<br />/
<br />
<br />EPOXY AI\CHOR W/ 8 1/2" EMBED,
<br />INSTALL PER MFG. SPECS.
<br />_______ No.2 P,T, 2x4
<br />~ BASE PLATE
<br />
<br />--
<br />
<br />~ 26\ SECTION AT ROOF EXTENTION
<br />, .J ABOVE SGD N.T.S. REV. AS 4-6-04
<br />
<br />--
<br />
<br />'~
<br />/" I G.C. VERIFY INTERIOR
<br />____ l? ~ 1/2" GYP. BOARD OR
<br />2x STUDS ~ 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 />I 30'\EXT. FRAME CORNER
<br />
<br />, I SCALE: 11/2" = 1'0"
<br />
<br />/lnl @ 3"0.c. TYP.
<br />EXTERIOR
<br />STRUCTURAL
<br />jlHEATHING (MIN, 7/16")
<br />
<br />--
<br />
<br />(6 ,HEADER OPENING
<br />\ ) NO SCALE
<br />"--/ UPLIFT CAP. AT HEADER
<br />
<br />--
<br />
<br />(19\ SECTION DETAIL @ ENTRY
<br />
<br />\J ~.J.T.S.
<br />
<br />REV. 1-27-04 AS
<br />1 STRAP EA. END - 1255#
<br />
<br />~
<br />
<br />CLIP EACH TRUSS
<br />(SEE ROOF PLAN FOR TYPE)
<br />FRAME OUT TO
<br />BLOCK EDGE
<br />
<br />SEE SIM (J;J
<br />[FOR GABLE CONNS, TYP.
<br />
<br />ABLE. TRUSS
<br />
<br />~ ~~~I~,~ - /i12d COMMONS AT
<br />I ~i'..N . \. 6" D.C. MAX TO LEDGER
<br />
<br />~7 " 0........
<br />,.. 0 2X P.T. CONT. T & B
<br />o / W/ (2) 12d COMMONS
<br />. _ ./ c>< EACH STUD
<br />SEE TRUSs------' - I,' ~ ~ ___-2X4 P.T. CONT.
<br />PLAN /- !:. ~ ~___ W/ 1/4" DIA TAP CO~S W/ 11/4" MIN,
<br />CMU WALL~ = I ~ EMBED AT MAX 12" O.C. [MIN (2)]
<br />SEE PLAN _ I _ T&B
<br />____- 1_
<br />-- --v1 ,----7/16" O.S.B. SHEATHING
<br />7""~ W/ 8d NAILS @ 6" O.C.
<br />:::'!Y1r- ~ EDGES & 12" O.C. INTERMEDIATE
<br />- '- -----
<br />- I _ ---
<br />- 1-
<br />_ I _ -2X P.T. @ 2'-0" O.C. MAX
<br />- I - NOTCHED T&B @ LEDGER
<br />- I - TOE NAIL TO LEDGER
<br />- I = WI (2) 8d NAILS
<br />
<br />= : -s ~
<br />-I A; I- ><
<br />_uV
<br />
<br />--
<br />
<br />I
<br />I
<br />I
<br />
<br />:1'-......
<br />~
<br />.~
<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 1 1/2
<br />I 2 X 4 SPF
<br />/f I AT 16" O.C.
<br />
<br />//1 STUD TO BOT PLATE:
<br />USP SPT4 OR SPT22
<br />~ : W/ 6 -10d X 11/2
<br />
<br />~~ :
<br />~~.II ,';t"'- 1/2" X 8"
<br />H~,:,E ~ ANCHOR BOLT
<br />~"-..:../ - @ 24" O.C.
<br />
<br />7/16" OSB W/8d
<br />COMMONS @ 6" ON
<br />EDGES & 12" IN -~
<br />FI ELD ~
<br />
<br />2 X 4 P.T.
<br />
<br />LI NTEL
<br />
<br />- 8" CMU WALL
<br />
<br />(16\KNEEWALL @ ENTRY
<br />\J N.T.S.
<br />
<br />-
<br />
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<br />~NTS
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<br />Z PET AIL6
<br />--.J
<br />-
<br />
|