|
<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 STU OS JACKS STU OS 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 />
<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 />,...-: /ySINGLE OR 2 PLY
<br />~:: GIRDER TRUSS
<br />II
<br />II
<br />
<br />
<br />~~v ./ USP LTS20B w/l0-16d
<br />1\ TO GIRDER TRUSS
<br />
<br />~~~:
<br />~ I~ 2,,2x4 SPFTOP PLATE
<br />
<br />(UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb)
<br />PER NOS = 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 SHEATHII\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 />6,6 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 />9' -16'
<br />
<br />(3) (3) (2) (3)
<br />~ SEE SCHEDULE
<br />~~.
<br />REFER T "'" 1&< ~'ROWS 12d NAILS STAGGERED@
<br />26/5-4 ~UR 27/5-4 ~ ~ t'-... 12" OIC EACH FACE OR 3-ROWS
<br />d ~~~k. '""'" 12d NAILS STAGGERED @ 12" OIC
<br />* WHEN STUD LENGTH IS LESS------- . . ~~, FOR 2"xl0" OR GREATER HEADER
<br />THAN 12" USE LSTA30 STRAPS ........ . . ~ ~
<br />AT EACH STUD WRAPPED OVER ~~
<br />TOP PLATE & NAILED TO HEADER "'-JP"
<br />EACH SIDE WI 11 - 10d NAILS l\.
<br />1'\ DOUBLE 2 X 12 NO, 2 S.Y.P,
<br />I\...- HEADER WI 1/2" FLITCH PLATE OR
<br />WI85 JOIST HEADER, (U,N,O,)
<br />
<br />----:,,-
<br />
<br />,v
<br />
<br />(3) S,Y,P, 2x4 w/l0d
<br />@ 8" O,C, EACH WAY
<br />
<br />16d NAILS @ --....
<br />16" OIC TYP, "
<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 />~:: /
<br />-/'
<br />~
<br />
<br />
<br />P,T. #3 S,Y,P. 2x4
<br />BASE PLATE
<br />-- HIGH UPLIFT FRAME WALL
<br />J 5E1\GIRDER/BEAM CONN.
<br />, } NO SCALE REV, 3/20103 MJB
<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 NAILS @ 6" O,C,
<br />2, GYPSUM:
<br />( FIELD) USE 5d NAILS @ 10" O,C,
<br />( EDGE) USE 5d NAILS @ 7" O,C,
<br />
<br />I 4 Ff, @ I
<br />~---------------------------------------~7
<br />I '
<br />I '
<br />a> I CD " ,~
<br />: "~r:;'\4 fT. I
<br />I / ~,' I
<br />1 / / I
<br />5 FT,r----4FT,-----------CV------------J ,/ :
<br />5 FT,: 4 FT, (2) '-, CD :(2)
<br />~ [- - - - - - - - -- ~- -- - -->~~ -~""'~ ,~i~)") FT
<br />
<br />:u'fFr~-<25-----/~-- ~ ~@-tl~ ,- ~
<br />
<br />"-.
<br />
<br />DOUBLE 2"x4"-..
<br />CRIPPLE STUD
<br />TYPICAL (U,N,O,)
<br />
<br />1\ 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 />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 WI (18) 16d NAILS
<br />AND A 5/8" EXPANSION
<br />ANCHOR W/ 6"
<br />.: EMBEDMENT U,N,O, OR
<br />, 8 1/2" AT GARAGE STEP DOWN
<br />
<br />, ~P.T. BOT. PLATE
<br />
<br />
<br />I1i\WALL HEADER DETAIL
<br />\... J SCALE: N,T,S,
<br />-
<br />
<br />O,o~
<br />IV/ ;v,
<br />HOLD DOWN CONNECTIONS G
<br />NOT REQUIRED @ BEARING
<br />WALLS WITHOUT UPFIFT
<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 @ T' 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 />~ ~ ~USP LSTA24 WI (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 />I--- 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" Q,C,
<br />, 4 '-0 "TO TRUSS TOP CHORD
<br />I + PLYWOOD
<br />i~ ~ SHEATHING
<br />
<br />i +~
<br />! TRUSS · /': :.!, ....~., ~..1'4'1 LINE OF ROOF
<br />I ~X4 ::SYI-''-''/ ::d 1 r'-..... ~+ ~ BEYOND
<br />I EACH TRUSS "./ ~ I ~+ +
<br />, CONNECTO~~) J- ..~~ :~ 2X FACIA
<br />
<br />SEE L1NTE~ ' " '\2 X 4,,~,9.F:!T~3) 10d
<br />SCHED, FRAMING @ NAILS
<br />2'-0" O,C. TYP,
<br />USP RT3
<br />EACH STU 0
<br />L- 2X4 P,T. CONT,
<br />l..--^ _L.- 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 />~
<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 />0: CLIP HEAD GUN NAILS
<br />
<br />USP HTT16,~ ;
<br />w/18-16d NAIL~
<br />
<br />~~
<br />l---~
<br />I~
<br />
<br />~~
<br />
<br />;; C-
<br />.ke,...', "AC: ~
<br />',,;", '~'.;i''' ....rYl.
<br />2 X 4 P,T~ l' ~.C!J dJ
<br />CONT ,,~ ~
<br />
<br />PREC~ST .; ~~b. '" '~~ 7/16" O.S,B,
<br />" ,.,'~~ '- SHEATHING
<br />..",,,,,,,...,
<br />
<br />, /' "" 2x8 @
<br />2x8 CONT, ~ f24\ "\. 2',0" O,C.
<br />TOP & BOTTOM SIM, \ 1;1 J
<br />S
<br />
<br />--
<br />
<br />~ ~ \ !( ) ( ) ( )( ) (
<br />
<br />
<br />1/ '< , G,C, VERIFY INTERIOR
<br />'C-~ 1/2" GYP, BOARD OR
<br />2x SToo; ~ EXTERIOR STRUCTURAL
<br />r ~ SHEATHING (MIN. 7/16")
<br />~ VERIFY WI PLAN
<br />
<br />~ W/ 1/2" ANCHOR BOLTS
<br />~ 6" FROM Ef\<D OF EACH
<br />~ SILL PLATE,
<br />,..---.... SEE 6/ S,6
<br />
<br />J 30\EXT. FRAME CORNER
<br />, J SCALE: 11/2" = 1'-0"
<br />
<br />EPOXY ANCHOR WI 81/2" EMBED,
<br />INSTALL PER MFG, SPECS,
<br />____ ~Q, 2 P,T, 2x4
<br />~ BASE PLATE
<br />
<br />Af1d@3"Q'C,TYP,
<br />EXTERIOR
<br />STRUCTURAL
<br />r~HEATHING (MIN. 7/16")
<br />
<br />/'
<br />
<br />--
<br />
<br />(26"'\ SECTION AT ROOF EXTENTION
<br />\... I ABOVE SG D N,T,S, REV, AS 4-6-04
<br />
<br />-
<br />
<br />~ 19 ,SECTION DETAIL @ ENTRY
<br />
<br />, N,T,S,
<br />
<br />J
<br />,
<br />
<br />..-
<br />
<br />6 \HEADER OPENING
<br />) NO SCALE
<br />./ UPLIFT CAP, AT HEADER
<br />-
<br />
<br />-
<br />
<br />REV. 1-27,04 AS
<br />1 STRAP EA, END, 1255#
<br />
<br />~
<br />
<br />-
<br />
<br />CLIP EACH TRUSS
<br />(SEE ROOF PLAN FOR TYPE)
<br />FRAME OUT TO
<br />BLOCK EDGE
<br />
<br />~
<br />2
<br />
<br />2 X 4 P.T,
<br />
<br />I I STUD ANCHORING:
<br />r--..... :1 I STUD TO TOP PLATE:
<br />I J-.... USP SPT4 W/ (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 />I
<br />Vf I AT 16" O,C,
<br />
<br />/l(11 STUD TO BOT PLATE:
<br />I USP SPT4 OR SPT22
<br />"- I WI 6 -10d X 11/2
<br />,,~:
<br />
<br />~~,i1.< ~ 1/2" X 8"
<br />VI.; A:\CHOR BOLT
<br />- " - @ 24" O,C,
<br />
<br />I-
<br />I- -
<br />I- I-
<br />I-
<br />.......--.J.I1 .....----7/16" O,S,B, SHEATHING
<br />""~ W/8d NAILS @ 6" O,C,
<br />:;1c ~ EDGES & 12" O,C, INTERMEDIATE
<br />
<br />I- I _------
<br />I- I-
<br />f- I _ -2X P,T, @ 2',0" O.C, MAX
<br />I- I - I\OTCHED T&B @ LEDGER
<br />I- I - TOE NAIL TO LEDGER
<br />:= I = WI (2) 8d NAILS
<br />
<br />I- I - ~
<br />
<br />~l1-~ ><
<br />
<br />SEE TRUSs-/" I-
<br />PLAN ,
<br />CMU WALL
<br />SEE PLAN
<br />
<br />7/16" OSB W/8d
<br />COMMONS @ 6" ON
<br />EDGES & 12" IN -"-...
<br />FIELD ..............
<br />
<br />LINTEL
<br />
<br />~ 8" CMU WALL
<br />
<br />-
<br />
<br />.-
<br />
<br />J 24 ,TYPICAL BUILD OUT DETAIL
<br />~NTS
<br />
<br />J 16, KNEEWALL @ ENTRY
<br />, ' N.T.S.
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