|
<br />I
<br />
<br />
<br />
<br />~
<br />I
<br />
<br />~'-
<br />" .....
<br />
<br />CLIP EACH TRUSS
<br />(SEE ROOF PLAN FOR TYPE)
<br />FRAME OUT TO
<br />BLOCK EDGE
<br />
<br />K
<br />
<br />(2) 2x12 wi 1/2" O.S.B.
<br />FLITCH PLATE
<br />
<br />:; ;:-
<br />...~
<br />
<br />7116" OSB W/8d
<br />COMMONS @ 6" ON
<br />EDGES & 12" IN
<br />FIELD
<br />
<br />~
<br />....N
<br />
<br />I 2 X 4 SPF
<br />: I AT 16" O.C,
<br />I
<br />I
<br />~ L.---- BUILDER FRAME RADIUS
<br />:: ;--; AS REQUIRED
<br />II II I
<br />1-1- - _U t
<br />I I
<br />
<br />: ~ -:-
<br />~~
<br />
<br />2x12 BUILD-OUT BEYOND,
<br />SEE (6/S-7) SIM AT JAMB
<br />
<br />-.
<br />
<br />I 17 ~KNEEWALL @ ENTRY FRONT WALL
<br />, J N.T.S.
<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 />~ "....... 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 />l..---'~ (3) S.P.F. 2x4 w/10d
<br />;:.--- - @8" O.C. EA. SIDE
<br />
<br />USP HTT16;~ ;
<br />w/UH6d NAIL~
<br />
<br />v
<br />
<br />EPOXY ANCHOR WI 81/2" EMBED,
<br />INSTALL PER MFG, SPECS.
<br />....-- NO.2 P,T, 2x4
<br />~ BASE PLATE
<br />
<br />f6\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 />I'; ,,/
<br />II,
<br />I Iii
<br />I I
<br />I I
<br />I ',I
<br />I',
<br />l.t
<br />,1'1
<br />" 11,.....
<br />'" ... 'f .......
<br />
<br />~'::"" ...
<br />
<br />....,",' ,,'"
<br />'<..
<br />
<br />WOOD BEAM SEE
<br />PLAN FOR SIZE-
<br />
<br />SP HD412 TO
<br />BUILT-UP COLUMN
<br />
<br />I
<br />
<br />--
<br />~ !-----SUPPORT COLUMN
<br />-<>.... i: ~~ BUILT-UP 2x4's OR 4x4
<br />
<br />"X :: ::1 ",----<2) USP HTA20
<br />", II II~W/14)-10d EA. TO COL.
<br />........ II II
<br />........ ....1 I I
<br />TYPICAL BLOCK_____ " .....: I ,II
<br />WALL "-- "~ ,~
<br />" J)"""" ~/ VTIE BEAM
<br />,
<br />'"0
<br />~~V
<br />
<br />BEAM @ RAISED ENTF~Y
<br />I 2K ,MASONRY WALL
<br />, J NO SCALE REV. 12-18-02 AS
<br />UPLIFT CAP. AT HEADER - 2510#
<br />-
<br />
<br />STRUCT. SHEATHING
<br />7/16" MIN. THK, -
<br />NAIL w/8d COM. @
<br />3" O.C. EDGES & 6"
<br />O.C. FIELD GABLE TRUSS
<br />NAIL TOP OF "1"
<br />TO GABLE TRUSS
<br />12-12d & (1)
<br />SIMPSON MTS12 wi
<br />14-10d x 11/2"
<br />
<br />2X6 BRACE NAILED
<br />TO SIDE OF GABL
<br />TRUSS CHORDS
<br />4'-0" IN LENGTH
<br />OR GREATER
<br />10d @ 4" O.C. '
<br />
<br />CLIP EACH T~~:' :~
<br />(SEE ROOF N'
<br />PLAN FOR TYPE) I
<br />, : FRAME OUT TO
<br />" ,0 BLOCK EDGE
<br />
<br />ADDITIONAL ", ", I CHORD TO 2X4 DEAD-
<br />INFO ", ',J\:; WOOD w/16d @ 4"0.C.
<br />I I ,,'\.;r-=G V SIMPSON LSTA30 wi
<br />I I f,,~ ~;
<br />. J: 14-10d @48" O.C.
<br />NAIL DEADWOOD. TTV ,; ---- (2) 2x12 wi 1/2" O,S,B.
<br />I ~ FLITCH PLATE
<br />T?P PLATE w/l~ \Ifit STUD ANCHORING:
<br />4 O,C. : 'fH~ STUD TO TOP PLATE:
<br />7/16" OSB W/8~ / ~ SIMPSON LSTA 30 WI
<br />COMMONS @ 6":ON ::;- 14-10d @ 48" O,C. MAX
<br />EDGES & 12" IN: ~
<br />FIELD ,Y PROVIDE SIMPSON
<br />SIMPSON SP II' \. Sr/EcEoPLLAN HUC410 WI 10 - 16d
<br />,. AND 18 - 1/4" X 2 1/4"
<br />WI 12 - 10d EA : ~ TAP CONS TO MASONRY
<br />STUD :. COL.@EACHEND
<br />SIMPSON SPl ' n '
<br />WI 10 - 10d EA: ~ f\. 2 X 4 SPF
<br />STUD G.C.' :: l '\ ,AT 16" O,C.
<br />
<br />CORD, i---~ ------BUiLDER FRAME RADIUS
<br />WI E~EVS. :: AS REQUIRED
<br />~ ~ ~ 16x16 COL BEYOND
<br />
<br />-
<br />
<br />I
<br />,
<br />
<br />-
<br />
<br />/1ri.d@3"O.C.TYP.
<br />EXTERIOR
<br />STRUCTURAL
<br />r~HEATHING (MIN. 7/16")
<br />
<br />~ ~ \ JI( ) ( ) ) (
<br />
<br />....... "-./
<br />L............ , G.C. VERIFY INTERIOR
<br />____ ~ 1/2" GYP. BOARD OR
<br />2x STUDS 1 ----... _ EXTERIOR STRUCTURAL
<br />v ----- SHEATHING (MIN. 7/16")
<br />~ VERIFYW/PLAN
<br />
<br />v---....- WI 1/2" ANCHOR BOLT~
<br />~ 6" FROM END OF EACH
<br />~ SILL PLATE.
<br />~.--... SEE 6/S-6
<br />
<br />I 30"~'\EXT. FRAME CORNER
<br />
<br />, 'SCALE: 11/2" = 1'-0"
<br />
<br />-
<br />
<br />W
<br />e"
<br />o
<br />0:
<br />
<br />SIMPSO~
<br />LSSU28 (TYP.) ))
<br />EACH JOIST
<br />TO BM. CONN.
<br />
<br />~
<br />
<br />SEE ROOF FRAMING
<br />PLAN FOR SIZE -
<br />M.L. HIP BEAM
<br />TYP.
<br />
<br />2 X 10 JOIST
<br />SEE PLAN
<br />
<br />SECTION A-A
<br />
<br />A-A
<br />
<br />M.L, BEAMS
<br />SEE PLAN
<br />ONLY O~E SHOWN
<br />FOR CLARITY
<br />USP MTW16
<br />WI (14) 10d NAILS
<br />
<br />511 "
<br />LL"
<br />4"
<br />5 1/2"
<br />
<br />/j/'
<br />7- /" I ~
<br />./ /' I t I
<br />/'./ '+ I
<br />~ "
<br />
<br />DOUBLE GRIDER
<br />TRUSS SEE PLAN
<br />
<br />(2) - 2x12
<br />AS SHOWN
<br />WI (3) 3/4" DIA
<br />A307 THRU BOLTS
<br />
<br />IN--
<br />
<br />I
<br />,
<br />
<br />-
<br />
<br />29\SECTION AT CONVENTIONAL FRAMINI~
<br />
<br />I r--.:O SCALE REV.11/27/02
<br />
<br /> HEADER SUPPORT HEADER ANCHOR
<br />NO. OF JACKS & STUDS NAILED TO TOP PLATES,
<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 STUDS JACKS STU DS 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 />(3) (3) (2) (3)
<br />~ SEE SCHEDULE
<br />~~'
<br />~ ~ ~-ROWS 12d NAILS STAGGERED@
<br />REFER Tv : ~ ~ ~ 12" OIC EACH FACE OR 3-ROWS
<br />26/5-4 OR 27/5-4 ~~~~t:-.......... 12d NAILS STAGGERED @ 12" OIC
<br />* WHEN STUD LENGTH IS LESS ---J' . . ~~:-...... FOR 2"xl0" OR GREATER HEADER
<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 1\ DOUBLE 2 X 12 NO.2 S.Y.P,
<br />1"- HEADER W/ 1/2" FLITCH PLATE OR
<br />WI85 JOIST HEADER, (U.N.O.)
<br />
<br />9' -16'
<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 SHEATHIr\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 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 />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 />f-- HEADER W/(2) ROWS
<br />OF 12d @16" OIC UNLESS
<br />NOTED OTHERWISE
<br />
<br />NOTES:
<br />
<br />~~t
<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 />f:USP HTT16 WI (18) 16d NAILS
<br />AND A 5/8" EXPANSION
<br />ANCHOR WI 6"
<br />.: EMBEDMENT U.N.O, OR
<br />lli 81/2" AT GARAGE STEP DOWN
<br />
<br />P.T. BOT. PLATE
<br />
<br />1. PLYWOOD Ar\D 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 41""1. @
<br />L________________________________________,
<br />I ,
<br />I "
<br />I , ,
<br />f3' I ~ ~ /
<br />\g.I I W ,'~ 4 f'T,:
<br />I , (2),' I
<br />: ,,' " I
<br />5 FT.:----4f1.-----------@-------------J ,,' :
<br />5 FT.: 4 FT. (2) \, CD :Q)
<br />@ i------m-~uuu~~~--;""~<@"'~jFT
<br />:'-nc@---u/~-- r--~-~'@-4-S: @
<br />
<br />Ol)~
<br />;1;/ IV,
<br />HOLD DOWN CONNECTIONS 0
<br />NOT REQUIRED @ BEARING
<br />WAllS WITHOUT UPFIFT
<br />
<br />I 11 ,WALL HEADER DETAIL
<br />
<br />~ SCALE: N.T.S.
<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 @ 7" O.C.
<br />
<br />=;:::.
<br />
<br />GIRDER
<br />- U TRUSS
<br />
<br />, ~2) USP
<br />LwGT2
<br />CAP = 4100LBS
<br />, I
<br />F; ~ ~
<br />~ -I =
<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 />~ WOOD
<br />/ BEAM
<br />
<br />ALLOWABLE FASTENERS
<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 />C~ cj=l
<br />
<br />A [... ~
<br />
<br />A .. C~
<br />
<br />, 4x4
<br />~ NO 2SYP
<br />WOOD POST
<br />(2) USP
<br />LSTA30
<br />WI 16-10d TO
<br />POST & 16-10d
<br />TO BEAM EA
<br />STRAP
<br />
<br />~
<br />
<br />v
<br />
<br />/ MIN. (3) 2 X 4 BUILT-UP
<br />COLUM.... ATIACH PL YS
<br />WI (2) 16D MILS @
<br />6' D.C. EACH PLY, TYP.
<br />
<br />(2) 1314 X 111/4 LVL
<br />WOOD BEAM
<br />
<br />USP HTI16
<br />YW/5/8" SIMPS.ON "SET"
<br />EPOXY ANCHOR WI
<br />8 1/2' EMBED
<br />I ~
<br />I
<br />SEC. A - A
<br />UPLIFT CAPACITY = 4175
<br />
<br />~15 HIGH UPLIFT FRAME WALL
<br />r l~ \ GIRDER/BEAM CONN.
<br />
<br />U r--.O SCALE REV. 10/7/03
<br />
<br />~
<br />
<br />CLIP EACH TRUSS
<br />(SEE ROOF PLAN FOR TYPE)
<br />FRAME OUT TO
<br />BLOCK EDGE
<br />
<br />2X4P.T.
<br />
<br />:. ..........
<br />
<br />2,
<br />'~
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />,
<br />Vf I AT 16" D.C.
<br />
<br />/lf11 STUD TO BOT PLATE:
<br />I USP SPT4 OR SPT22
<br />W/ 6 -10d X 11/2
<br />~~i
<br />~~.II;> ~ 1/2"X8"
<br />VI,; ~ Ai'\CHOR BOLT
<br />r- ,. - @ 24" O,C,
<br />
<br />7/16" OSB W/8d
<br />COMMONS @ 6" ON
<br />EDGES & 12" IN -............
<br />FI ELD ~
<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 />WI 6 -10d X 11/2
<br />I 2 X 4 SPF
<br />
<br />LINTEL
<br />
<br />~ 8" CMU WALL
<br />
<br />I 16 ,KNEEWALL @ ENTRY
<br />, N.T.S.
<br />
<br />-
<br />
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<br />l.l..~Cl::
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<br />Cl::ozU
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<br /><(ooo~
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<br />0:: or5Q~::::i
<br /><( l.l.."",O:UQ..
<br />w""wOQ..
<br />:::> Cl::or-~<(
<br />r".J <( Z "'-' ...J
<br />~ ::)...J-Cl::...J
<br />CJ) a ~ U)" 0 <(~
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<br />
<br />SHEET NO.
<br />
<br />8-7
<br />
<br />OF
<br />
<br />25
<br />
<br />LAST PLOT DATE
<br />March 11, 2005
<br />
<br />O'l
<br />o
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