|
<br />HEADER ANCHOR
<br />NAI LED TO TOP PLA TE~ ,
<br />HEADER & JACK
<br />
<br />HEADER SUPPORT
<br />NO. OF JACKS & STUDS
<br />REQ. AT OPENINGS
<br />
<br />SEE SHEET S-7 A FOR
<br />ADDITIONAL S-7 DETAILS
<br />NOT SHOWN
<br />
<br />STRUCTURAL NOTES
<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 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 CONSTRUCTIOr... 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 />OPENING JACKS STUDS JACKS STUDS
<br />SIZE EA END EA END EA END EA END
<br />
<br />HEADER SIZE
<br />& GRADE
<br />
<br />(3) (3) (2) (3)
<br />
<br />~ SEE SCHEDULE
<br />
<br />~ ~~' 2-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 />r---. ,J,' ~
<br />. . l~ ""'............
<br />~ ~
<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 />* WHEN STUD 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 />
<br />DOUBLE 2"x4"-
<br />CRIPPLE STUD
<br />TYPICAL (U.N.O.)
<br />
<br />~L
<br />
<br />-
<br />
<br />I
<br />,
<br />
<br />USP HTT16,~ ::
<br />w/l!H6d NAIL~
<br />
<br />.-
<br />
<br />(2)
<br />(3)
<br />
<br />(2)
<br />(2)
<br />
<br />.....:v V SINGLE OR 2 PLY
<br />~:: GIRDER TRUSS
<br />"
<br />"
<br />
<br />" /
<br />:: - USP L TS20B 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 SHEATHlt\G: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MIN. (SHINGLES) SPA~ 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 RECOV1MENDED 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 />(1)
<br />(2)
<br />
<br />(2) 2X12" 2SYP
<br />
<br />(2) LSTA 30
<br />
<br />'f' 1\
<br />~
<br />",-V i'
<br />
<br />2-2x4 SPF TOP PLATE
<br />
<br />(3) S.Y.P. 2x4 w/l0d
<br />@ 8" O.C, EACH WAY
<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 />/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 />\ FILLING AND BLOCKING AS
<br />_ REQUIRED FASTENED TO
<br />HEADER W/(2) ROWS
<br />OF 12d @16" OIC UNLESS
<br />NOTED OTHERWISE
<br />
<br />~
<br />
<br />NOTES:
<br />
<br />TRUSSES V1UST 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 />~ HIGH UPLIFT FRAME WALL
<br />f5E.l\GIRDER/BEAM CONN.
<br />\ J ~O 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 I'\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 />@ (--~:~mnm~~n_m----mm~~~4' ,.;: -@
<br />
<br />
<br />
<br />I ' ~r;n r I , I
<br />I ' ~h' I
<br />I / ~ , I
<br />
<br />5 FT.:-----4fi.uuuu---ev----uuuuJ /' :
<br />5 FT.: 4 FT. (2) ", CD :@
<br />@ [- - - - - - - - - -~ - - -- - -~~~- -~""'~,:@") FT
<br />:-4-FC@-----/;-- r-~-~'@-4~ @
<br />
<br />REV. 3/20/03 MJB
<br />
<br />REV. 10-28-03 AS.
<br />
<br />."'~
<br />-::::-~
<br />
<br />(2) 10d nails @ 8" a.c.
<br />, 4'_O"TO TRUSS TOP CHORD
<br />I + PLYWOOD
<br />i~~ SHEATHING
<br />
<br />: +~
<br />! IRUSS · /: : '4~~~..1"4l LINE OF ROOF
<br />: LM ~n' ---"" f.ti IJ +~+: BEYOND
<br />~EACHTRUSS ./ +~+
<br />CONNECTOR,/' ~) ~II .'\ +~ 2X FACIA
<br />SEE L1NTE~ . ~ "\2 X 4,,~,<?F~T""-i3) 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. W/ MIN.
<br />1 1/2" EMBEDMENT
<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 I'\AILS @ 4" O.C. ON EDGE
<br />
<br />GYPSUM CEILING: USE 5d NAILS @ T' 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 ~AILS
<br />D: CLIP HEAD GUN NAILS
<br />
<br />~~
<br />
<br />l~
<br />"::h:;;'i,lM ~
<br />2 X 4 P.T. "::' I d n L ~
<br />~, 0" ,^ C-'
<br />CONT. > U~'W
<br />
<br />PRECAST"", ',.~i].,"~ ~ 7/16" O.S.B.
<br />~iJ1 SHEATHING
<br />. /' ~ 2x8 @
<br />2x8 CONT. ~ ~. 2'-0" O.C.
<br />TOP & BOTTOM SIM. r 24 \
<br />\V
<br />
<br />-
<br />
<br />~ 19\ SECTION DETAIL @ ENTRY
<br />, N.T.S.
<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 />"-'""
<br />~
<br />
<br />Af1d@3"0.C.TYP.
<br />EXTERIOR
<br />STRUCTURAL
<br />rlHEATHING (MIN, 7/16")
<br />
<br />/"
<br />
<br />-
<br />
<br />I 26"\ SECTION AT ROOF EXTENTION
<br />, ABOVE SGD N.T.S. REV, AS 4-6-04
<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 />-" "" G.C. VERIFY INTERIOR
<br />~ ~- 1/2" GYP. BOARD OR
<br />2x STU;;; ~ 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 />r30\EXT. FRAME CORNER
<br />
<br />"--J SCALE: 11/2" = 1'0"
<br />
<br />~
<br />
<br />CliP EACH TRUSS
<br />(SEE ROOF PLAN FOR TYPE)
<br />FRAME OUT TO
<br />BLOCK EDGE
<br />
<br />SEE SIM ~
<br />[FOR GABLE CONNS, TYP.
<br />ABLE. TRUSS
<br />
<br />~ ~~~I~S,~ _ V,12d COMMONS AT
<br />~LAN , '\. 6" O.C. MAX TO LEDGER
<br />
<br />~7 " or---
<br />V 0 2X P.T. CONT. T & B
<br />o / W/ (2) 12d COMMONS
<br />>< EACH STUD
<br />SEE TRUSs--. r- ' -
<br />PLAN L. - L-------2X4 P,T. CONT.
<br />/r- Lt, - __ W/ 1/4" DIA TAP CONS W/ 11/4" MIN.
<br />CMU WALL~ ~ I = EV1BED AT MAX 12" O.C. [MIN (2)]
<br />SEE PLAN r- I _ T&B
<br />r- 1-
<br />.......~ ,,-----7/16" O.S,B. SHEATHlt\G
<br />~I"",---- _, W/ 8d NAILS @ 6" O.C.
<br />p,'fI1,..... ~~ EDGES & 12" O.C. INTERMEDIATE
<br />r- '- r----.-
<br />t-- I _I ---
<br />t-- 1-
<br />..
<br />t-- I _ -2X P.T. @ 2'-0" O.C. MAX
<br />t-- I - NOTCHED T&B @ LEDGER
<br />r- - TOE NAIL TO LEDGER
<br />:= I = W/ (2) 8d NAILS
<br />r- I -\it
<br />f- I .~;t1
<br />t:Lt ><.
<br />j 24 ,TYPICAL BUILD OUT DETAIL
<br />~NTS
<br />
<br />I STUD ANCHORING:
<br />I STUD TO TOP PLATE:
<br />USP SPT4 W/ (6) 10d X 11/2 OR
<br />USP SPT24 WI (6) 10d
<br />W/ 6 -10d X 11/2
<br />I 2 X 4 SPF
<br />1/ 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 />~~i
<br />~~..Il'",. ~ 1/2"X8"
<br />1=1..: '--- ANCHOR BOLT
<br />- ,. - @ 24" O.C.
<br />
<br />7/16" OSB W/8d
<br />COMMONS @ 6" ON
<br />EDGES & 12" IN -",,-
<br />FIELD ~
<br />
<br />2 X 4 P.T.
<br />
<br />LINTEL
<br />
<br />-
<br />
<br />,/16
<br />,
<br />
<br />~ 8" CMU WALL
<br />
<br />KNEEWALL @ ENTRY
<br />N.T.S.
<br />
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<br />
<br />rUSP HTT16 WI (18) 16d NAILS
<br />AND A 5/8" EXPANSION
<br />ANCHOR WI 6"
<br />f: 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 />O,o~
<br />;V; It;,
<br />HOLD DOWN CONNECTIONS Q
<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 />K. ~ ~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 />(3) S.P,F. 2x4 w/l0d
<br />@8" O.C. EA. SIDE
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<br /> @
<br />0 March 02, 2005
<br />Z DETAILS
<br />.....J
<br />-
<br />
|