|
<br />HEADER ANCHOR
<br />NAI LED TO TOP PLA TEE,
<br />HEADER & JACK
<br />
<br />HEADER SUPPORT
<br />NO. OF JACKS & STUDS
<br />REQ. AT OPENINGS
<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 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 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 />');:: , 2-ROWS 12d NAILS STAGGERED @
<br />"'. ~~ 12" OIC EACH FACE OR 3-ROWS
<br />~ ~~~ 12d NAILS STAGGERED @ 12" OIC
<br />. . ~~,? ....... FOR 2"xl0" OR GREATER HEADER
<br />....... ."'0, ~
<br />
<br />OPe
<br />;till\;,
<br />HOLD DOWN CONNECTIONS ()
<br />NOT REQUIRED @ BEARING
<br />WALLS WITHOUT UPFIFT
<br />
<br />" ~P.T. BOT. PLATE
<br />
<br />
<br />11 ,WALL HEADER DETAIL
<br />
<br />I SCALE: N,T,S.
<br />
<br />USP LSTA30 w/(11)-10d
<br />~TO TOP PLATE AND (H)-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 />~\.......
<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 wll0d
<br />- @8" O,C. EA, SIDE
<br />
<br />l' - 4'
<br />
<br />(1)
<br />(2)
<br />
<br />4' - 9'
<br />
<br />9' -16'
<br />
<br />REFER Tu
<br />26/5-4 OR 27/5-4
<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" OIC TYP. "
<br />
<br />DOUBLE 2"x4"--
<br />CRIPPLE STUD
<br />TYPICAL (U.N.O,)
<br />
<br />~~
<br />
<br />--
<br />
<br />J
<br />,
<br />
<br />USP HTT16,~ :;
<br />w/18-l6d NAIL~
<br />
<br />HEADER SIZE
<br />& GRADE
<br />
<br />(2)
<br />(3)
<br />
<br />(2)
<br />(2)
<br />
<br />.......:v-~ SINGLEOR2PLY
<br />~:: GIRDER TRUSS
<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 />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 />(2) 2X12" 2SYP
<br />
<br />(2) LSTA 30
<br />
<br />(1)
<br />(2)
<br />
<br />-.....:~ 1\
<br />~
<br />"'--v r--
<br />
<br />2-2x4 SPF TOP PLATE
<br />
<br />(3) S.Y,P. 2x4 wll0d
<br />@ 8" O,C. EACH WAY
<br />
<br />i\ DOUBLE 2 X 12 NO, 2 S,Y,P.
<br />"- HEADER WI 1/2" FLITCH PLATE OR
<br />WI85 JOIST HEADER. (U.N.O.)
<br />
<br />..-
<br />..-
<br />
<br />-5/8" ALL THREAD ROD WI
<br />/- SIMPSON SET EPOXY
<br />- BOLTS WITH 4 112" EMBED TYP
<br />( 8 1/2" EMBED WHERE STEP
<br />DOWN OCCURS) INSTALL PER
<br />MFG. SPECS.
<br />
<br />"-.
<br />
<br />i\ FILLING AND BLOCKING AS
<br />I \ REQUIRED FASTENED TO
<br />- HEADER W/(2) ROWS
<br />OF 12d @16" OIC 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 />V2"X4" STUDS TYP,
<br />
<br />VUSP HTT16 WI (18) 16d NAILS
<br />AND A 5/8" EXPANSION
<br />A\CHOR WI 6"
<br />~f: EMBEDMENT U,N.O. OR
<br />. 81/2" AT GARAGE STEP DOWN
<br />
<br />P,T, #3 S.Y,P. 2x4
<br />BASE PLATE
<br />~ HIGH UPLIFT FRAME WALL
<br />f5E.l\GIRDER/BEAM CONN.
<br />\ } \0 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 />
<br />2. GYPSUM:
<br />( FIELD) USE 5d NAILS @ 10" O,C.
<br />( EDGE) USE 5d NAILS @ 7" O,C.
<br />
<br />@ i----~::--------~~----------------,~ci~ @
<br />
<br />
<br />
<br />I " ~/ I
<br />I / / I
<br />5 FT.:----4FT,-----------CV------------~ / :
<br />5 FT,: 4 FT. (?) (', Q) :(2)
<br />@ [- -- - - - - - - - ~ - -- -- -~~~- -~""'~,~@"'~j FT
<br />:n4K~-----/~-- ---~-~~~ @
<br />
<br />REV. 10-28-03 AS.
<br />
<br />r---~
<br />:::::~
<br />~
<br />
<br />(2) 10d nails @ 8" o,c,
<br />4.' TO TRUSS TOP CHORD
<br />. -0" PLYWOOD
<br />~:. SHEATHING
<br />
<br />. .
<br />.
<br />:: ~ ~1'-411
<br />TRUS::;./ <4:~: LINE OF ROOF
<br />: LX4 ::SYI-' --../ .rt~. ~ BEYOND
<br />
<br />: :~~:~~~~; ~'\(' ------L:~ 2X FACIA
<br />
<br />SEE L1NTEt ' 2 X ~,?,~F;;T"---13) 10d
<br />SCHED, FRAMING @ NAILS
<br />2'-0" O.C, TYP.
<br />USP RT3
<br />EACH STUD
<br />L-.. 2X4 P.T, CONT.
<br />[......t-. _J.... WI 3/16" DIA,
<br />TAPCOI\IS @
<br />16" O.C, WI MIN,
<br />11/2" EMBEDMENT
<br />
<br />f26\ SECTION AT ROOF EXTENTION
<br />\... ~ ABOVE SGD N,T,S. REV, AS 4-6-04
<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 @ 1" 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-EI\G. TRUSSES
<br />
<br />SEE ROOF PLAN
<br />FOR CONNECTION
<br />USP RTl 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 />2X4P,T~~?~T~~L ~ ~~
<br />CaNT ~ l ~i'J
<br />----Q; ,~
<br />PRECAST........ ~.,~,~".,'" t\, ~ 7/16" O,S,B,
<br />" :,'~',:::~ SHEATHING
<br />. ./ ~ 2x8@
<br />2x8 CONT. ~ ~' 2'-0" O.C,
<br />TOP & BOTTOM SIM (24,\
<br />, '\V
<br />
<br />v
<br />
<br />EPOXY A\CHOR WI 81/2" EMBED,
<br />INSTALL PER MFG, SPECS.
<br />....---- No, 2 P,T. 2x4
<br />~ BASE PLATE
<br />
<br />Mid@3"O'C,TYP.
<br />EXTERIOR
<br />STRUCTURAL
<br />riHEATHING (MIN, 7/16")
<br />
<br />j ( ~ :~ ) ( -)()~ ) (
<br />
<br />......~
<br />./" , G.C. VERIFY INTERIOR
<br />c-~ 1/2" GYP, BOARD OR
<br />2x ST~ ~ EXTERIOR STRUCTURAL
<br />~ SHEATHING (MIN, 7/16")
<br />~ VERIFY WI PLAN
<br />
<br />~ WI 1/2" ANCHOR BOLTS
<br />~ 6" FROM E\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 />J 6 \HEADER OPENING
<br />, I NO SCALE REV. 1-27-04 AS
<br />UPLIFT CAP, AT HEADER 1 STRAP EA. END - 1255#
<br />
<br />--
<br />
<br />~ 19\ SECTION DETAIL @ ENTRY
<br />, ~ N,T,S.
<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 />fFOR GABLE CONNS, TYP.
<br />ABLE. TRUSS
<br />
<br />~ ~~~I~S,~ _ 12d COMMONS AT
<br />~LAN ,'\. If r- /~" O.C, MAX TO LEDGER
<br />
<br />.&.;7' , or--.... V
<br />\" 0 2X P,T. CONT. T & B
<br />o / WI (2) 12d COMMONS
<br />. __ ./ >< EACH STUD
<br />SEE TRUS~ :: -
<br />PLAN l - L------2X4 P.T, CONT,
<br />./ Lo:, - -- WI 1/4" DIA TAP CONS WI 11/4" MIN,
<br />CMU WALL~ ~ I = E\I1BED AT MAX 12" O.C. [MIN (2)J
<br />SEE PLAN I- I _ T&B
<br />
<br />----.....~ ,----7/16" O,S,B, SHEATHI\G
<br />""'~ W/8d NAILS @ 6" O,C,
<br />p,~ A ~ EDGES & 12" O.C. INTERMEDIATE
<br />I- ,... I t:: ___
<br />I- I _ ----
<br />~ 1-
<br />~ I _ -2X P.T. @ 2'-0" O,C, MAX
<br />I- I - NOTCHED T&B @ LEDGER
<br />I- I - TOE NAIL TO LEDGER
<br />:= I = WI (2) 8d NAILS
<br />I- I - ~
<br />~ I'~ ~
<br />::1 ~
<br />
<br />;1........
<br />
<br />~
<br />
<br />I STUD 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 />I 2 X 4 SPF
<br />l/f I AT 16" O,C,
<br />
<br />/V1 STUD TO BOT PLATE:
<br />USP SPT4 OR SPT22
<br />"'-- I WI 6 -10d X 11/2
<br />"'-~i
<br />
<br />~~.II<:e'-........ 1/2"X8"
<br />~.~:::. ------- A:\CHOR BOLT
<br />- .' - @ 24" O,C,
<br />
<br />I
<br />
<br />~
<br />
<br />7/16" OSB W/8d
<br />COMMONS @ 6" ON
<br />EDG E S & 12" I N -............
<br />FIELD .............
<br />
<br />2 X 4 P.T,
<br />
<br />LINTEL
<br />
<br />--
<br />
<br />~- 8" CMU WALL
<br />
<br />J
<br />,
<br />
<br />16 ,KNEEWALL @ ENTRY
<br />fN.T.S.
<br />
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<br />
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