|
<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 />2 X 6 WALL
<br />
<br />NO. & SIZE OF
<br />RAFTER TIES
<br />EACH END
<br />
<br />6) WOOD:
<br />6.1 WOOD STRUCTURAL FRAMIr\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 S10 & 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 />........: ~/: 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 BENDIr\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 />6.68d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL NAILlr-\G PATTERNS
<br />SHALL BE MODIFIED TO THE FOLLOWlr-\G 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 SCHEDULE
<br />~~'0~.
<br />""::::.:: '-.: ~ 2-ROWS 12d NAILS STAGGERED @
<br />. ~ ~ 12" OIC EACH FACE OR 3-ROWS
<br />~ J~ ~~ 12d NAILS STAGGERED @ 12" OIC
<br />. . ~'t "'......... FOR 2"xl0" OR GREATER HEADER
<br />'- "'-..'\ I~ :--....
<br />..... . :-........
<br />~.............
<br />~
<br />
<br />(3) S.Y.P. 2x4 w/l0d
<br />@ 8" O.C. EACH WAY
<br />
<br />REFER Tu
<br />26/S-4 OR 27/S-4
<br />
<br />........:......... \
<br />
<br />~
<br />........./
<br />
<br />~2-2x4 SPF TOP PLATE
<br />
<br />* WH EN STU 0 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 />f\ DOUBLE 2 X 12 NO.2 S,Y,P.
<br />rL HEADER WI 1/2" FUTCH PLATE OR
<br />WI85 JOIST HEADER. (U.N.O.)
<br />
<br />V- 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 />
<br />~
<br />
<br />
<br />
<br />(~ P.T. #3 S.Y.P. 2x4
<br />BASE PLATE
<br />~ HIGH UPLIFT FRAME WALL
<br />(5E.T,GIRDER/BEAM CONN.
<br />
<br />, I NO SCALE
<br />UPLIFT CAP.: wi 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 f\:AILS @ 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 />14FT. @ I
<br />~---------------------------------------~.
<br />I '
<br />I "
<br />Q) I 0) ','
<br />: "{?)1'2"4, rr.:
<br />I " \!y, I
<br />t I I t
<br />5 FT.r----4fi.-----------CV------------J ,,' :
<br />
<br />
<br />@
<br />I - L._ -~ - , ...
<br />I '
<br />I '
<br />
<br />:--4-Ff.-C2)------- @ Q) ---~-4-h. 1- @
<br />
<br />16d NAI LS @ --.....
<br />16" OIC 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 />I-- HEADER W/(2) ROWS
<br />OF 12d @16" OIC UNLESS
<br />r\OTED OTHERWiSE
<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 />V-2"X4" STUDS TYP.
<br />
<br />V-USP HTT16 WI (18) 16d NAILS
<br />AND A 5/8" EXPANSION
<br />r.-: ANCHOR WI 6"
<br />~l~ EMBEDMENT U.N.O. OR
<br />I- 8 1/2" AT GARAGE STEP DOWN
<br />
<br />P.T. BOT. PLATE
<br />
<br />O,o~
<br />IVitt;,
<br />HOLD DOWN CONNECTIONS G
<br />NOT REQUIRED @ BEARING
<br />WALLS WITHOUT UPFIFT
<br />
<br />REV. 3/20103 MJB
<br />
<br />J
<br />,
<br />
<br />-.
<br />
<br />11\WALL HEADER DETAIL
<br />
<br />7 SCALE: N.T.S. 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 @ 7" O.C.
<br />
<br />-
<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 />f'. K ~ ~USP LSTA24 WI (18) -10d AT
<br />~ ~ 2'-0" O.C. MAXIMUM
<br />
<br />~~ 2-2x4 SPF
<br />(/ ~ TOP PLATE
<br />
<br />l'-....... 2-#2 SYP 2x12 OR WIF85
<br />i"......... i""' HDR, UNLESS NOTED
<br />I ~ OTHERWiSE (SEE PLAN)
<br />
<br />L--~ (3) S.P.F, 2x4 wll0d
<br />~, .- - @8" O.C. EA. SIDE
<br />
<br />~
<br />
<br />(2) 10d nails @ 8" a.c.
<br />, 4 '-0 "TO TRUSS TOP CHORD
<br />I + PLYWOOD
<br />~: +: . ,.-; SHEATHING
<br />I + +
<br />
<br />i IHU~' · /: :.~ ~~. t..1"4'1 LINE OF ROOF
<br />: LX4 :SYI-'--/" .f111 ________:.....+: BEYOND
<br />I EACH TRUSS ................+ +
<br />'CONNECTOR'0D J- I "\(~:~ 2X FACIA
<br />
<br />SEE L1NTE~ \ " 2 X 4,,~~F~T~3) 10d
<br />SCHED. FRAMIr\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. WI 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 />USP HTT16,~ ::
<br />w/18.16d NAIL~
<br />
<br />~~ /'
<br />
<br />\
<br />
<br />PRE-Er\G. TRUSSES
<br />_ SEE ROOF PLAN
<br />FOR CONNECTION
<br />~ - USP RT7 TO
<br />""~ ~ EACH TRUSS
<br />~ l
<br />
<br />2X4P.T~i:~N;;L ~ ~~
<br />CONT, ~..~;:" ... ~~
<br />
<br />PRECAST ::: ~.':"~>". '.... . lA, '~~ 7/16" O.S.B.
<br />".:::~V SHEATHING
<br />. ./ ~ 2x8 @
<br />2x8 CONT. -----'" ~. 2'-0" O.C.
<br />TOP & BOTTOM SIM. f 24 "\
<br />\V
<br />
<br />~ ~ \ ~I( ) () ()( ) ( )
<br />
<br />I....... 1"-../
<br />./ ....... "- 1 G.C. VERIFY INTERIOR
<br />~ 1/2" GYP. BOARD OR
<br />2x STuD; ~ EXTERIOR STRUCTURAL
<br />r ----- 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 />I 30\EXT. FRAME CORNER
<br />, J SCALE: 11/2" := 1'-0"
<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 />
<br />EPOXY ANCHOR WI 81/2" EMBED.
<br />INSTALL PER MFG. SPECS.
<br />_____ No.2 P.T, 2x4
<br />~ BASE PLATE
<br />
<br />/1f1d@3"a.c.TYP.
<br />EXTERIOR .
<br />STRUCTURAL
<br />lkHEATHING (MIN. 7/16")
<br />
<br />--
<br />
<br />I
<br />,
<br />
<br />-.
<br />
<br />6 "' HEADER OPENING
<br />
<br />I 26 \ SECTION AT ROOF EXTENTION
<br />, J ABOVE SGD N.T.S. REV. AS 4-6-04
<br />
<br />I
<br />,
<br />
<br />--
<br />
<br />19"\ SECTION DETAIL @ ENTRY
<br />
<br />I N.T.S.
<br />
<br />-
<br />
<br />NO SCALE
<br />UPLIFT CAP. AT HEADER
<br />
<br />REV, 1-27-04 AS
<br />1 STRAP EA. END - 1255#
<br />
<br />~
<br />~
<br />~I
<br />.~
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />v: I AT 16" O.C.
<br />
<br />/If-11 STUD TO BOT PLATE:
<br />I USP SPT4 OR SPT22
<br />""-- I WI 6 -10d X 11/2
<br />"" ~ i
<br />
<br />~ JI",,'.t:......... 1/2" X 8"
<br />I"- 'I- .............
<br />V=f.,; -'= ~ ANCHOR BOLT
<br />'C./- @ 24" O.C.
<br />
<br />SEE SIM (];)
<br />[FOR GABLE CO. NNS, TYP.
<br />ABLE. TRUSS
<br />
<br />~ ~~~I~S \~ _
<br />~LAN , '"
<br />
<br />L.;7 , 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 />IC- /~2d COMMONS AT
<br />./ 6" O.C. MAX TO LEDGER
<br />
<br />
<br />2X P.T. CONT, T & B
<br />/ WI (2) 12d COMMONS
<br />>< EACH STUD
<br />
<br />____-2X4 P.T. CONT.
<br />.....~ WI 1/4" DIA TAP CONS WI 11/4" MIN.
<br />EMBED AT MAX 12" O.C. [MIN (2)]
<br />T&B
<br />
<br />7/16" OSB W/8d
<br />COMMONS @ 6" ON
<br />EDGES & 12" IN -""
<br />FIELD ~
<br />
<br />I STU D ANCHORING:
<br />I 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 />
<br />I 2 X 4 SPF
<br />
<br />CMU WALL
<br />SEE PLAN
<br />
<br />o
<br />
<br />SEE TRUSs---/"
<br />PLAN ~
<br />
<br />2 X 4 P.T,
<br />
<br />~
<br />~.
<br />1"-
<br />"-
<br />1"-
<br />Ii-
<br />~ = ....----7/16" O.S.B. SHEATHING
<br />~7""~ WI 8d NAILS @ 6" O.C.
<br />_ A ~ EDGES & 12" O.C. INTERMEDIATE
<br />i" I c ____
<br />I _ ---
<br />I-
<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 />I .;;.
<br />1-
<br />A
<br />_ V
<br />
<br />r24 ,TYPICAL BUILD OUT DETAIL
<br />"--JNTS
<br />
<br />LI NTEL
<br />
<br />~ 8" CMU WALL
<br />
<br />~
<br />
<br />-
<br />
<br />J 16 \ KNEEWALL @ ENTRY
<br />, rN.T.S.
<br />
<br />-
<br />
<br />W
<br />l..I...~O::
<br />'00::0
<br />W l..I...l..I...
<br />~~~~
<br />~-O:J
<br />W x~o::o
<br />U O:Jl..I...U
<br />I- o::ozU
<br />CL~w<l:
<br />o ~0~5
<br />Z wO::f-z
<br />o::l..I...w
<br />W <l:zo::O
<br />I'M OW<l:O
<br />\"J W:::s::(/)O
<br /><:( f-;::zz
<br />I- 0 o<l:
<br />:JW-w
<br />o O~\2~
<br />o t:](/)W<l:z
<br />LL <.::lZ~EtQ
<br /><l:000f-
<br />w 5u;0::f-5
<br />0::: 06]Q:::S:::::::i
<br /><:( l..I..."",o::UCL
<br />W""'WOCL
<br />::J o::of-~<l:
<br />rv <l: z '-U ....J
<br />\"J :J....J-0::....J
<br />en o(/) <i (/)- 0 <l:~
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