|
<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 />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 />NO. & SIZE OF
<br />RAFTER TIES
<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 6 WALL
<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 />(1)
<br />(2)
<br />
<br />(2)
<br />(3)
<br />
<br />(2)
<br />(2)
<br />
<br />(2) 2X12" 2SYP
<br />
<br />(2) LSTA 30
<br />
<br />/. V~SINGLE OR 2 PLY
<br />.:: GIRDER TRUSS
<br />I,
<br />I,
<br />
<br />
<br />~~ V- / USP L TS20B w/l0-16d
<br />TO GIRDER TRUSS
<br />\
<br />
<br />~~~~
<br />II~ 2.2><4 SPF TOP PLATE
<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 SHEATHIl\G: (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 RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL NAILING PATTERNS
<br />SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE: (SEE 7jS6 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 />~ SEE SCHEDULE
<br />~~~
<br />'" 2-ROWS 12d NAILS STAGGERED @
<br />-....:..: ~ 12" OIC EACH FACE OR 3-ROWS
<br />L,} ~ ~~ 12d NAILS STAGGERED @ 12" O/C
<br />. ~ ~ ~FOR: 2"xl0" OR GREATER HEADER
<br />I'-... . '1~ ~
<br />
<br />~
<br />
<br />(3) S.Y.P. 2x4 wjl0d
<br />@ 8" O,C. EACH WAY
<br />
<br />'f'-
<br />
<br />REFER Tu
<br />26jS-4 OR 27/S-4
<br />
<br />......../
<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 WI 11 - 10d NAILS
<br />
<br />'\ DOUBLE 2 X 12 NO.2 S.Y.P.
<br />f\- HEADER W/ 1/2" FLITCH PLATE OR
<br />WI85 JOIST HEADER. (U.N.O.)
<br />
<br />/5/8" ALL THREAD ROD WI
<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 />16d NAI LS @ --....
<br />16" O/C TYP. "-
<br />~.
<br />
<br />--
<br />
<br />DOUBLE 2"x4"-
<br />CRIPPLE STUD
<br />TYPICAL (U.N,O.)
<br />
<br />\ FILLING A~D BLOCKING AS
<br />_ REQUIRED FASTENED TO
<br />HEADER W/(2) ROWS
<br />OF 12d @16" OIC UNLESS
<br />NOTED OTHERWISE
<br />
<br />NOTES:
<br />
<br />~
<br />
<br />~bl
<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 />/2"X4" STUDS TYP.
<br />
<br />rUSP HTT16 WI (18) 16d NAILS
<br />AND A 5/8" EXPANSION
<br />ANCHOR WI 6"
<br />t EMBEDMENT U.N.O. OR
<br />. 81/2" AT GARAGE STEP DOWN
<br />
<br />"" ~P.T. BOT. PLATE
<br />
<br />
<br />I 11 ,WALL HEADER DETAIL
<br />
<br />, 'SCALE: N.T.S.
<br />
<br />P,T, #3 S.Y,P. 2x4
<br />BASE PLATE
<br />.- HIGH UPLIFT FRAME WALL
<br />j 5E.nGIRDER/BEAM CONN.
<br />, I 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 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 />I -----," -
<br />I ,
<br />I "
<br />Q) : CD "~
<br />, "@1"')\4 Pr.,
<br />I " ~,I' I
<br />I , ,,1
<br />5 FT.:----4FT,-----------@"------------J ,,' :
<br />
<br />
<br />i--4-Fq~--~--- ~'~~~- (j) --~~~~ ~
<br />
<br />OIJ~
<br />;tilt\;,
<br />HOLD DOWN CONNECTIONS 0
<br />NOT REQUIRED @ BEARING
<br />WALLS WITHOUT UPFIFT
<br />
<br />REV. 3/20/03 MJB
<br />
<br />-
<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 />GYPSUM CEILING: USE 5d NAILS @ ]" O.C.
<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 />K ~ ~USP LSTA24 WI (18) -lad AT
<br />~~ ~ 2'-0" O.C. MAXIMUM
<br />\'-
<br />\ \ 2-2x4 SPF
<br />\ TOP PLATE
<br />
<br />i"-- 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 />(2) 10d nails @ 8" o,c.
<br />/1, TO TRUSS TOP CHORD
<br />'1- -0"
<br />, . PLYWOOD
<br />~:. ~ . '1r-) SHEATHING
<br />
<br />, '.
<br />, '. l' 4"
<br />,. .
<br />
<br />: lHU~~ / ~ ..~~' ~. I LINE OF ROOF
<br />~ L,x,4 ::'n'--"""" ~ 1 ~ ........: BEYOND
<br />, EACH TRUSS V ~ .................
<br />, . /' ~ Lorn ~.
<br />CONNECTO:/:D [): ~..~ .~ 2X FACIA
<br />
<br />SEE LINTEL: ~ 1\ '\2 X 4,,:,~F~T"'--13) 10d
<br />SCHED. FRAMING @ 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. WI MIN.
<br />11/2" EMBEDMENT
<br />
<br />PRE-ENG. TRUSSES
<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 />fr-
<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 />
<br />.. =--~
<br />.:: .,~>'~ M ~
<br />2 X 4 P.T~r:z 7.~; ::: 73 L
<br />'~,
<br />CONT. "',-, ~
<br />
<br />PRECAST" :::,:'~.t.", ' ~ 7/16" O.S.B.
<br />..... :.:~: ~ ~ ~ SHEATHING
<br />/' ""\. 2x8 @
<br />2x8 CONT. ---/" (24\ ""\. 2'-0" O.C.
<br />TOP & BOTTOM SIM. \ ./;1 J
<br />S
<br />
<br />~:~ ~ /I( ) ( )( ) () (
<br />
<br />
<br />'~ f
<br />./....... G.C. VERIFY INTERIOR
<br />__ ~ ~ 1/2" GYP. BOARD OR
<br />2x STUDS ~ EXTERIOR STRUCTURAL
<br />~ SHEATHING (MIN. 7/16")
<br />~ VERIFY WI PLAN
<br />
<br />~ WI 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 />, I SCALE: 11/2" = 1'-0"
<br />
<br />USP HTT16~~ ::;
<br />w/18-16d NAIL~
<br />
<br />\
<br />
<br />~-
<br />
<br />-EPOXY ANCHOR WI 8 1/2" EMBED.
<br />INSTALL PER MFG. SPECS.
<br />____ (\;0. 2 P.T. 2x4
<br />~ BASE PLATE
<br />
<br />/1r1.d@3"0.C,TYP.
<br />EXTERIOR
<br />STRUCTURAL
<br />r~HEATHING (MIN. 7/16")
<br />
<br />,/'
<br />
<br />~
<br />,
<br />
<br />-
<br />
<br />6 \HEADER OPENING
<br />
<br />I NO SCALE REV. 1-27-04 AS
<br />_ UPLIFT CAP. AT HEADER 1 STRAP EA, END - 1255#
<br />
<br />I 26 \ SECTION AT ROOF EXTENTION
<br />, I ABOVE SGD
<br />
<br />, 19, SECTION DETAIL @ ENTRY
<br />, I N.T.S.
<br />
<br />REV. AS 4-6-04
<br />
<br />N.T.S.
<br />
<br />-
<br />
<br />~
<br />
<br />SEE SIM (J;)
<br />fFOR GABLE CONNS, TYP,
<br />
<br />ABLE. TRUSS
<br />
<br />~ ~~~I~~~ - V~2d COMMONS AT
<br />I ~ . "\. 6" O.C, MAX TO LEDGER
<br />
<br />7 "ot---...
<br />v 0 2X P.T. CONT. T & B
<br />o / WI (2) 12d COMMONS
<br />.. ./ _' I- >< EACH STUD
<br />~EE TRUS$----/' - ~ t;;:;. ~ ____-2X4 P.T. CONT.
<br />LAN ./- +, f- 01__ WI 1/4" DIA TAP CONS WI 11/4" MIN.
<br />CMU WALL~ = I ~ E\r1BED AT MAX 12" O.C. [MIN (2)]
<br />SEE PLAN _ I f- T&B
<br />__ - I
<br />----..... --.lJ1 ,------7/16" O,S,B. SHEATHING
<br />~I:>-<:~ W/8d NAILS @ 6" O.C.
<br />::::,h/1 ~ EDGES & 12" O.C. INTERMEDIATE
<br />- C:____
<br />- I f- ----
<br />- I f-
<br />_ I f- -2X P.T. @ 2'-0" O.C. MAX
<br />- I f- NOTCHED T&B @ LEDGER
<br />- I f- TOE NAIL TO LEDGER
<br />= I ~ WI (2) 8d NAILS
<br />
<br />= : .~~
<br />:iA I- .:><::
<br />.- V
<br />~/24\TYPICAL BUILD OUT DETAIL
<br />, 7NTS
<br />
<br />
<br />-
<br />
<br />-
<br />
<br />CLIP EACH TRUSS
<br />(SEE ROOF PLAN FOR TYPE)
<br />FRAME OUT TO
<br />BLOCK EDGE
<br />
<br />:.1"---
<br />
<br />~
<br />~
<br />
<br />2 X 4 P.T.
<br />
<br />I STUD ANCHORING:
<br />, 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 />A I AT 16" O.C,
<br />
<br />/r STUD TO BOT PLATE:
<br />USP SPT4 OR SPT22
<br />.~ I WI 6 -10d X 11/2
<br />"'btd::
<br />
<br />~~II;!~p~ 1/2"X8"
<br />V/.:E ~ A~CHOR 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 />LINTEL
<br />
<br />~ 8" CMU WALL
<br />
<br />~~.~~.EWALL @ ENTRY
<br />
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<br />L1J 0
<br />I- 0
<br />> LAST PLOT DATE N
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<br />0 March 02, 2005
<br />Z DETAIL6
<br />- --.J
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