|
I iii .....
<br />CLIP EACH TRUSS
<br />SEE ROOF PLAN FOR TYPE)
<br />FRAME OUT TO
<br />BLOCK EDGE
<br />I I
<br />I
<br />fE ~I<:: ::.
<br />2) 2x12 wi 1/2" O.s.B.
<br />FLITCH PLATEI
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />i
<br />i'L~ 2X4SPF
<br />I AT 16" O.C.
<br />I
<br />BUILDER FRAME RADIUS
<br />AS REQUIRED
<br />II II I
<br />1-1- - _U I
<br />I I
<br />7/16"
<br />OSB W/8d COMMONS @
<br />6" ON EDGES & 12"
<br />IN FIELD 2x12
<br />BUILD-
<br />OUT BEYOND,SEE (
<br />6/S-7) SIM AT JAMB
<br />KNEEWALL @ ENTRY FRONT WALL
<br />I N.T.S.
<br />USP
<br />LSTA30 w/(11)-10d TO
<br />TOP PLATE AND (11)-10d TO
<br />STUD. MAY BE ANGLED UP
<br />TO 10 DEG.K ~ ~
<br />USP LSTA24 WI (18) -10d AT i'" ~~ ~
<br />2'-
<br />0" O.C. MAXIMUM r \.........
<br />2-
<br />2x4 SPF
<br />TOP PLATE
<br />2-#2 SYP 2x12 OR WIF85
<br />HDR. UNLESS NOTED OTHERWISE (
<br />SEE PLAN)USP
<br />HTT16,~ :w/
<br />18~16d NAlL~.3)
<br />S.
<br />P.F. 2x4 w/l0d @8" O.C.
<br />EA. SIDE EPOXY ANCHOR WI
<br />8 1/2" EMBED.INSTALL PER MFG.
<br />SPECS.No.2 P.
<br />T. 2x4 BASE PLATE 6 ,
<br />HEADER OPENING
<br />I NO SCALE
<br />REV. 1-27-04 AS UPLIFT
<br />CAP. AT HEADER 1 STRAP EA. END - 1255#1;:::/II,'
<br />I "
<br />i
<br />I'
<br />I'II :
<br />J
<br />1' ,,-p'
<br />WOOD BEAM
<br />SEE
<br />PLAN FOR SIZ~
<br />JSP HD412 TO
<br />BUILT-UP COLUMN
<br />r--SUPPORT
<br />COLUMN
<br />BUILT-UP
<br />2x4's OR 4x4 i:
<br />ii~2)USPHTA20 W/14)-
<br />10d EA. TO COL.II II
<br />I I
<br />TYPICAL BLOCK___ ',......:
<br />1 ,"WALL - -- "~ J~
<br />JJ""", ~~VTIE BEAM 0
<br />V~BEAM @
<br />RAISED
<br />ENTRY
<br />2K ,MASONRY WALL O
<br />SCALE REV. 12-
<br />18-02 AS UPLIFT CAP.
<br />AT HEADER - 2510#STRUCT. SHEATHING 7/
<br />16"
<br />MIN. THK. -
<br />NAIL w/8d COM. @
<br />3" O.C. EDGES & 6"
<br />O.C. FIELD GABLE TRUSS
<br />NAIL TOP OF "T"TO
<br />GABLE TRUSS j2-12d & (
<br />1)SIMPSON MTS12
<br />wi 14-
<br />10d x 11/
<br />2"2X6 BRACE NAILED
<br />TO SIDE OF
<br />GABL TRUSS CHORDS 4'-
<br />0" IN
<br />LENGTH OR GREATER 10d
<br />@ 4"
<br />O.C.~ \ 'CLIP EACH TRUSS ~~ :
<br />0 I SEE ROOF ~~ "'- i
<br />PLAN FOR ~~~E) 1
<br />SEE 3/S-4
<br />FO , ", :ADDITIONAL "", :0 INFO ", ", \ ~
<br />FRAME
<br />OUT
<br />TO
<br />BLOCK EDGE NAIL
<br />TRUSS BOTTOM
<br />CHORD TO 2X4
<br />DEAD-WOOD w/16d
<br />@ 4"0.C.I '~, ~r-~:SIMPSON
<br />LSTA30 wi 14-10d @48"
<br />O.C.NAIL DEADWOOD
<br />TrV (2) 2x12 wi 1/2" O.S.B.I FLITCH
<br />PLATE T?P
<br />PLATE w/l~ STUD ANCHORING:
<br />4 O.C.: ,. ~ STUD TO TOP PLATE:7/16"
<br />OSB W/8fJ ./ ~ SIMPSON LSTA 30 WI COMMONS @
<br />6":ON. 14-10d @ 48" O.C. MAX EDGES &
<br />12" IN: ::FIELD ,
<br />Y PROVIDE SIMPSON SEE
<br />PLAN HUC410 WI 10 - 16d SIMPSON SP ; , T ICOL AND 18 - 1/4" X 2 1/4"WI 12 - 10d
<br />EA : ~ TAP CONS TO MASONRY
<br />STUD: COL.@EACHEND SIMPSONSPl , .
<br />11 'WI
<br />10 - 10d EA: ~ '\. .
<br />2 X 4 SPF STUD G.C.' :: II '\ AT
<br />16" O.C.CORD, i--~BUILDER FRAME RADIUS
<br />WI E~EVS. :: AS REQUIRED
<br />16x16 COL BEYOND I KNEEWALL
<br />@ GABLE 25 \
<br />ENTRY
<br />FRONT WALL I
<br />N.T.S.Ari!
<br />d@3"O.C.TYP.
<br />EXTERIOR
<br />STRUCTURAL rkHEATHING (MIN. 7/
<br />16")
<br />v1\ )1\ LI 1\
<br />1"--./lG.
<br />C. VERIFY INTERIOR
<br />1/2" GYP. BOARD OR 2x
<br />ST~ ~ EXTERIOR STRUCTU RAL SHEATHING (
<br />MIN. 7/16")VERIFY WI
<br />PLAN Wj 1/2"
<br />ANCHOR BOLTS 6"
<br />FROM END OF EACH SILL
<br />PLATE.SEE 6/S-6
<br />30\ EXT.
<br />FRAME CORNER J SCALE:
<br />11/2" = 1'-0"
<br />l..l.J l o 0::
<br />SIMPSON
<br />LSSU28 (TYP.) )EACH
<br />JOIST
<br />TO
<br />BM.
<br />CONN.
<br />SEE ROOF
<br />FRAMING PLAN
<br />FOR SIZE -M.
<br />L. HIP BEAM
<br />TYP.2 X 10
<br />JOIST SEE PLAN SECTION
<br />A-
<br />A 511 "4"4"
<br />51/2"
<br />A-A
<br />v /
<br />v
<br />7
<br />1+11'
<br />I +
<br />I I +
<br />I I I
<br />M.L.
<br />BEAMS SEE
<br />PLAN ONLY
<br />Oi\E SHOWN
<br />FOR CLARITY
<br />USP MTW16 WI (14)
<br />10d NAILS
<br />DOUBLE GRIDER
<br />TRUSS SEE PLAN 2) -
<br />2x12
<br />AS SHOWN
<br />WI (3) 3/
<br />4" DtA A307
<br />THRU BOLTS
<br />Lrv-HEADER SUPPORT HEADER ANCHOR
<br />NO. OF JACKS &
<br />STUDS
<br />NAILED TO TOP PLATES,
<br />REQ. AT OPENINGS HEADER & JACK 2 X 4
<br />WALL 2 X 6 WALL
<br />HEADER SIZE NO. & SIZE OF GRADE RAFTER TIES OPENING JACKS
<br />STU DS JACKS
<br />STU
<br />OS EACH
<br />END SIZE EA END EA END EA END EA
<br />END l' - 4' (1) (2) (1) (2) (2) 2X12"
<br />2SYP (2) LSTA 30 4' - 9' (2) (3) (2) (2)9' -16' (3) (
<br />3) (2) (3)STRUCTURAL NOTES SEE SHEET
<br />S.7A FOR ADDITIONAL S.7
<br />DETAILS NOT
<br />SHOWN 6) WOOD:6.1
<br />WOOD STRUCTURAL FRAMING MEMBERS:
<br />WALL STUDS
<br />TOP & BOTTOM
<br />PLATE BOTTOM PLATE IN CONTACT WITH
<br />MASONRY I
<br />JOiST SQUASH BLOCK
<br />I TRUSS BRACING & BLOCKING FURRING & B.
<br />U.C. STRIP SPF STUD
<br />OR CONSTRUCTION GRADE
<br />SPF STD & BTC 3 SYP
<br />PT SPF STUD OR CONSTRUCTION
<br />GRADE SPF STUD
<br />OR CONSTRUCTION GRADE
<br />3 SYP PT REFER Tu
<br />26/S,4 OR 27/
<br />S-4 SEE SCHEDULE
<br />k<..: 0<:<....
<br />2-ROWS 12d NAILS STAGGERED @
<br />12" OICEACH
<br />FACE OR 3-ROWS 0.............. "'-..12d NAILS
<br />STAGGERED @ 12" OIC 2"Xl0. OR
<br />GREATER HEADER DOUBLE 2 X 12 NO.2
<br />S.Y.P.i"-- HEADER
<br />WI 1/2" FLITCH PLATE OR WI85 JOIST HEADER. (
<br />U.N.O.)UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN
<br />YELLOW PINE WITH ANALLOWABLE BENDING
<br />STRESS (Fb)PER NDS = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000
<br />PSI 6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "
<br />DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST
<br />EDITION, HIB-LATEST EDITION AND QST-LATEST EDITION.6.3 ALL EXPOSED WOOD OR
<br />WOOD IN CONTACT WITH
<br />EARTH OR CONCRETE TO BE PRESSURE TREATED.6.4 ROOF SHEATHII\G: (APA RATED EXPOSURE 1) 1/
<br />2" PLYWOOD OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS
<br />AT EACH STUD WRAPPED OVER
<br />TOP PLATE & NAILED TO HEADER
<br />EACH SIDE Will - 10d NAILS
<br />6.5 UNTREATED WOOD SHALL
<br />NOT BE IN DIRECT CONTACT WITH
<br />CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.6.6 8d NAILS
<br />ARE RECO\11MENDED FOR ALL SHEATHING NAILING.
<br />IF .099 DIA NAILS ARE USEDALL NAILING PATTERNS SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE: (SEE 7/S6 FOR
<br />LOCATIONS)6.75/8" x 7" EXPANSION BOLT OR 1/2" x
<br />8" A.B. BOLT MAY BE USED INTERCHANGABLY 16d NAI LS @ --.....16" OIC TYP. "'-i'.DOUBLE 2"x4"-..
<br />CRIPPLE STUD TYPICAL (U.N.
<br />O.)FILLING AND BLOCKING
<br />AS
<br />I \ REQUIRED FASTENED TO
<br />HEADER W/(
<br />2) ROWS OF 12d
<br />@16" OIC UNLESS NOTED
<br />OTHERWISE NOTES:L TRUSSES
<br />MUST
<br />BE CAPABLE OF TRANSFERRING
<br />LATERAL LOADS TO BEARING WALLS
<br />TRUSSES, GIRDERS,
<br />AND
<br />BEAM
<br />TIE DOWNS TO BE SIZED PER TRUSS MANUFAC-TURERS UPLIFT CALCULATIONS.
<br />ANY QUESTIOf\JS AS TO THE SIZE, TYPE, OR VALUE OF A
<br />NAIL, STRAP OR CLIP SHOULDBE VERIFIED BY THE STRUCTURAL ENGINEER OR
<br />ARCHITECT.BEARING WALL NAIL PATTERN:I V2"X4" STUDS TYP.USP HTT16 WI (
<br />18) 16d NAILS
<br />AND A 5/8"
<br />EXPANSION
<br />ANCHOR WI 6"EMBEDMENT
<br />U.N.O. OR 81/2"
<br />AT GARAGE STEP DOWN P.
<br />T. BOT. PLATE
<br />11 ,WALL HEADER DETAIL I
<br />SCALE: N.T.S.1. PLYWOOD
<br />Ai\D SIDING:FIELD)
<br />USE 8d NAILS @
<br />12" O.C.EDGE) USE
<br />8d ~AILS @ 6" O.
<br />C.2. GYPSUM:FIELD) USE 5d NAILS @
<br />10" O.C.EDGE) USE 5d NAILS @
<br />7" O.
<br />C.O,o~1'/ IV,HOLD DOWN CONNECTIONS
<br />Q NOT REQUIRED @ BEARING WALLS WITHOUT UPF1FT
<br />t.rnn~~~--
<br />nUU~WUU------------~6~ ~I // CV / I
<br />t 5 FT.i----
<br />4".-----------@"------------~ /// :5
<br />FT.:
<br />4
<br />FT. (2) '-,
<br />Q) :(2)m - - - ~ m
<br />m :~~
<br />n~"",~,,(~)'-) FT4'Ff-~-----/~----~-~
<br />0~ ~
<br />REV. 10-28-03 AS.ROOF NAILING SCHEDULE:
<br />NAILING ZONES ZONE 1: 8d NAILS @ 6" O.C.
<br />IN FIELD
<br />8dNAILS
<br />@
<br />6" O.
<br />C.
<br />ON
<br />EDGE ZONE 2:
<br />8d
<br />NAILS @ 6"
<br />O.C.
<br />IN FIELD 8d NAILS @ 6" O.C.ON EDGE
<br />ZONE 3: 8d NAILS @ 4" O.C.
<br />IN FIELD 8d NAILS @ 4" O.C. ON EDGE
<br />GYPSUM CEILING: USE 5d NAILS @ 7'1
<br />O.C.l n GIDER TRliSS I r ~2~J ~
<br />C~T2 41O~LBS 2 I ;=c?C::;
<br />l ALLOWABLE FASTENERS CONTRACTOR NOTE:ALL DRILLED AND EPOXIED HOLES
<br />MUST
<br />BE PROPERLY
<br />VACUUM,
<br />BRUSHED, AND
<br />BLOWN
<br />CLEAN
<br />PER MFGR'
<br />S RECOMMENDATIONS
<br />TO ACHIEVE
<br />UPLIFT CAPACITYr-
<br />WOOD BEA'-1 A:
<br />CEMENT COATED SINKERS B: BRIGHT
<br />COMMONS C: SPIRAL OR
<br />RING SHANK NAILS D: CLIP
<br />HEAD GUN NAILS AA [ ~
<br />4x4 ~I ~ 1'<
<br />0.
<br />2SY?
<br />WOODPOST
<br />2) US?LSTA30 WI
<br />16.10d TO
<br />OST & 16-10d TO BEA'-1
<br />EA S nA?LJ V'-
<br />1Ii'
<br />i. (3)
<br />2 X 4 BUILT.
<br />UP COLliM'
<br />J ATTACH ?
<br />LYS
<br />WI (2) 16D r-.
<br />AILS @
<br />6" O.C. EACH
<br />PLY, TYP.
<br />2)
<br />13/
<br />4 X 111/4 LVL WOO] BEA'-
<br />1USP HTT16 VWI
<br />518" SIMPSO\ "SET"E?OXY A"
<br />JCHOR WI 8 1/2" EMBED
<br />15 HIGH UPLIFT FRAME WALL i0 \ GIRDER/BEAM
<br />CONN.VNO
<br />SCALE REV.
<br />10/7/03 I
<br />SEC. A-AUPLIFT CAPACITY =
<br />4175 CLIP EACH TRUSS
<br />SEE
<br />ROOF PLAN FOR TYPE)
<br />FRAME OUT TO BLOCK
<br />EDGE 2 X 4 P.T.1'--
<br />2
<br />I I
<br />STUD ANCHORING:I
<br />STUD TO TOP
<br />PLATE:i-........ USP SPT4 WI (
<br />6) 10d X
<br />1 1/
<br />2 OR USP SPT24 WI (
<br />6) lad
<br />W/6-10dXl1/2 I
<br />2 X 4 SPF I
<br />f I AT 16" O.C.V1' STUD TO BOT PLATE:
<br />I USP SPT4 OR SPT22
<br />WI 6 -10d
<br />X 11/2 i l;
<br />ill.
<br />II,:, ~ 1/2" X8"1J:f,,: -
<br />Ai\
<br />CHOR BOLT @ 24"
<br />O.C.7/16" OSB
<br />Wj8d COMMONS @ 6" O,'J
<br />EDGES &
<br />12" IN -..............
<br />FIELD .............LINTEL 8" CMU
<br />WALLI 29 ,SECTION AT CONVENTIONAL
<br />FRAMINI;I NO SCALE REV .11/
<br />27/02 I 16 ,
<br />KNEEWALL @ ENTRY I N.
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<br />PLOT DATENMarch11, 2005 @
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