|
<br />I
<br />
<br />
<br />
<br />~
<br />I
<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 "T"
<br />TO GABLE TRUSS
<br />10d @ 4" O.C.~ \ ; 12-12d & (1)
<br />CLIP EACH TRUSS ~ :0 SIMPSON MTS1,,2 wi
<br />(SEE ROOF "'- : 14-10d x 11/2
<br />PLAN FOR TYPE) 1-
<br />, : FRAMEOUTTO
<br />" 10 BLOCK EDGE
<br />
<br />" ", 1\ ~ v CHORD TO 2X4 DEAD-
<br />" " WOOD w/16d @ 4"0.C.
<br />I : ", ,4 ... ~;SIMPSON LSTA30 wi
<br />. ~ 14-10d @48" O.C.
<br />
<br />NAIL DEADWOO~ TO / l ~i~T~~~;1T~/2" O.S.B.
<br />T~P PLATE w/l~d @-/ 11m STUD ANCHORING:
<br />4 O.C. : ~ STUD TO TOP PLATE:
<br />7/16" OSB W/8,j / ~ SIMPSON LSTA 30 WI
<br />COMMONS @ 6":ON ,:1 14-10d @ 48" O.C. MAX
<br />EDGES & 12" IN: ~
<br />FIELD ,Y PROVIDE SIMPSON
<br />SEE PLAN HUC410 WI 10 - 16d
<br />SIMPSON SP ; , T ICOL 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 : ~ 2 X 4 SPF
<br />STUD ' II II AT 16" O.C.
<br />G . C . II """'--
<br />CORD, r---i ----BUiLDER FRAME RADIUS
<br />WI E~EVS. :: AS REQUIRED
<br />~ ~ ~ 16x16 COL BEYOND
<br />
<br />2X6 BRACE NAILED
<br />TO SIDE OF GABL
<br />TRUSS CHORDS
<br />4'-0" IN LENGTH
<br />OR GREATER
<br />
<br />CLIP EACH TRUSS
<br />(SEE ROOF PLAN FOR TYPE)
<br />FRAME OUT TO
<br />BLOCK EDGE
<br />
<br />SEE 3/S-4 FO
<br />ADDITIONAL
<br />INFO
<br />
<br />~.......
<br />" ....
<br />
<br />~~
<br />~~
<br />""::,,
<br />
<br />(2) 2x12 wi 1/2" O.S.B.
<br />FLITCH PLATE
<br />
<br />7/16" OSB W/8d
<br />COMMONS @ 6" ON
<br />EDGES & 12" IN ~
<br />FIELD ""'"
<br />
<br />.....
<br />~~ 2X4SPF
<br />: -1 AT 16" O.C.
<br />I
<br />I
<br />:z~: BUILDER FRAME RADIUS
<br />II II AS REQUIRED
<br />II I
<br />II II I
<br />~___u I
<br />I I
<br />
<br />f.....J
<br />I I
<br />I I
<br />
<br />2x12 BUILD-OUT BEYOND,
<br />SEE (6/S-7) SIM AT JAMB
<br />
<br />-
<br />
<br />(17 ~KNEEWALL @ ENTRY FRONT WALL
<br />~ N.T.S.
<br />
<br />KNEEWALL @ GABLE
<br />I 25 ,ENTRY FRONT WALL
<br />, ' N.T.S.
<br />
<br />-
<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) -lad AT
<br />~~ ~ 2'-0" O.C. MAXIMUM
<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 />/1ri.d@3"0.C.TYP.
<br />EXTERIOR
<br />STRUCTURAL
<br />r SHEATHING (MIN. 7/16")
<br />
<br />USP HTT16,~ :
<br />w/lS-16d NAIL~
<br />
<br />~~
<br />l.--~
<br />-
<br />
<br />)()
<br />
<br />) (
<br />
<br />1\ I \ /
<br />
<br />V\
<br />
<br />1/ '< , G.C. VERIFY INTERIOR
<br />~ 1/2" GYP. BOARD OR
<br />2x STuD; ~ EXTERIOR STRUCTURAL
<br />V'" ------- SHEATHING (MIN. 7/16")
<br />~ VERIFY WI PLAN
<br />v----- WI 1/2" ANCHOR BOLTS
<br />~ 6" FROM END OF EACH
<br />v----- SILL PLATE.
<br />.---.... SEE 61 S-6
<br />, 30'\ EXT. FRAME CORNER
<br />, SCALE: 11/2" = 1'-0"
<br />
<br />v
<br />
<br />EPOXY ANCHOR WI 81/2" EMBED.
<br />INSTALL PER MFG. SPECS.
<br />_____~o. 2 P.T. 2x4
<br />~ BASE PLATE
<br />
<br />, 6 ,HEADER OPENING
<br />, J NO SCALE REV. 1-27-04 AS
<br />UPLIFT CAP. AT HEADER 1 STRAP EA. END - 1255#
<br />
<br />-
<br />
<br />-
<br />
<br />w
<br />c..:;l
<br />o
<br />0:::
<br />
<br />WOOD BEAM SEE ~
<br />PLAN FOR SIZ~ !iHt-
<br />I :)
<br />'I I
<br />~<':..~1V
<br />
<br />, ..
<br />" ," .....
<br />,I-' ~.."
<br />"'-,., ~
<br />....... II
<br />II
<br />I
<br />~ ::
<br />.,::
<br />~ .... I I
<br />....... II
<br />....... II
<br />
<br />TYPICAL BLOCK__"', ~:~
<br />WALL . --- "--;'
<br />~'
<br />
<br />JSP HD412 TO
<br />BUILT-UP COLUMN
<br />
<br />SIMPSON
<br />LSSU28 (TYP.)
<br />EACH JOIST
<br />TO BM. CONN. A
<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 />..........
<br />______SUPPORT COLUMN
<br />~ BUILT-UP 2x4's OR 4x4
<br />:I~:
<br />II
<br />:: 2) USP HTA20
<br />I I w/14)-10d EA. TO COL.
<br />I,
<br />I,
<br />,II
<br />l'
<br />
<br />SECTION A-A
<br />
<br />A-A
<br />v ~
<br />
<br />51/~
<br />4.!.!... ./ "7 1+11'
<br />4" ./../ I + I
<br />5 1/2" .././ I + I
<br />v'-/ :--1
<br />
<br />M.L. BEAMS
<br />SEE PLAN
<br />ONLY ONE SHOWN
<br />FOR CLARITY
<br />USP MTW16
<br />WI (14) lad NAILS
<br />
<br />:.0"'" ../'" ..........--TIE BEAM
<br />,~/ /'
<br />'r ..
<br />"0 '
<br />
<br />,~/~
<br />
<br />DOUBLE GRIDER
<br />TRUSS SEE PLAN
<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 STU DS 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 />9' -16' (3) (3) (2) (3)
<br /> SEE SCH EDU LE
<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 />(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 SHEATHII\G: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16
<br />
<br />REFER Tv
<br />26/5-4 OR 27/5-4
<br />
<br />~
<br />~ ~ ~_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 />........ . 'I~~.............
<br />~
<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 />* WHEN STUD LENGTH IS LESS---"
<br />THAN 12" USE LSTA30 STRAPS
<br />AT EACH STUD WRAPPED OVER
<br />TOP PLATE & NAILED TO HEADER
<br />EACH SIDE Will - 10d NAILS
<br />
<br />16d NAILS @ -......
<br />16" OIC TYP. ........
<br />
<br />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 />"-.
<br />
<br />DOUBLE 2"x4''-.
<br />CRIPPLE STUD
<br />TYPICAL (U.N.O.)
<br />
<br />1\ FILLING AI\D BLOCKING AS
<br />I \ REQUIRED FASTENED TO
<br />I-- HEADER W/(2) ROWS
<br />OF 12d @16" O/C UNLESS
<br />NOTED OTH ERWISE
<br />
<br />NOTES:
<br />
<br />~L
<br />
<br />TRUSSES MUST BE CAPABLE OF TRAi'lSFERRING 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 />(:USP HTT16 WI (18) 16d NAILS
<br />AND A 5/8" EXPANSION
<br />AI\CHOR WI 6"
<br />:~ EMBEDMENT U.N.O. OR
<br />O,o~1\;, :. 81/2" AT GARAGE STEP DOWN
<br />HOLD DOWN CONNECTIONS ';tic;-
<br />NOT REQUIRED@_BEARING0.rP.T.BOT.PLATE
<br />WALLS WITHOUT UPFIFT ~
<br />
<br />(11 ,WALL HEADER DETAIL
<br />
<br />~ SCALE: N.T.S.
<br />
<br />REV. 10-28-03 AS.
<br />
<br />1. PLYWOOD A:\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 />(J) I CD ','
<br />: "Q)~4 n.
<br />I " ~/
<br />I ' ,
<br />5 FT.:-----4fi.-----------ev-------------J ///
<br />
<br />
<br />,
<br />, ,
<br />CD ""~ ciJ"'~1 FT
<br />
<br />- " ..
<br />,
<br />,
<br />
<br />:1" - -4-FT- -. -1;\ - -- - -- - Q) (J) '.
<br />w ---(~f4-FT. 1- Q)
<br />
<br />ROOF NAILING SCHEDULE:
<br />NAILING ZONES
<br />
<br />=?
<br />
<br />n GIRDER
<br />U TRUSS
<br />, ~2) ~~~T2
<br />CAP = 4100LBS
<br />I I
<br />f; ~ ~
<br />~ I ;=
<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 />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 />~ WOOD
<br />/ BEAM
<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 />c:: c: ?
<br />
<br />: [ -'
<br />
<br />c
<br />
<br />/MI'J. (3) 2 X 4 BUILT.UP
<br />COLUM'J ATTACH PL YS
<br />1'1/ (2) 160 NAILS @
<br />6' O.C. EACH PLY, TYP.
<br />
<br />, 4x4
<br />""- NO.2 SYP
<br />WOOD POST
<br />(2) USP
<br />LSTA30
<br />1'1/ 16-10d TO
<br />POST & 16-10d
<br />TO BEAM EA.
<br />STRAP
<br />
<br />(2) 1 3/4 X 111/4 LVL
<br />WOOD BEAM
<br />
<br />USP HTT16
<br />YWI 518' SIMPS.Or--. "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 />{ .LO \ GIRDER/BEAM CONN.
<br />
<br />"--J NO 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 />I
<br />I
<br />I
<br />
<br />~
<br />~
<br />
<br />7/16" OSS W/8d
<br />COMMONS @ 6" ON
<br />EDGES & 12" IN -~
<br />FIELD .............
<br />
<br />I I STUD ANCHORING:
<br />I'-... :1 I STUD TO TOP PLATE:
<br />I r....... USP SPT4 WI (6) lad 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 />Vi' I AT 16" O.C.
<br />
<br />/V11 STUD TO BOT PLATE:
<br />I USP SPT4 OR SPT22
<br />WI 6 -10d X 11/2
<br />I
<br />~ :
<br />,.II::.:~ ~ 112" X 8"
<br />t!=/.: ~ "-- Ai'iCHOR BOLT
<br />'r-~= @ 24" O.C.
<br />
<br />2 X 4 P.T.
<br />
<br />~
<br />~
<br />
<br />LINTEL
<br />
<br />-
<br />
<br />BEAM @ RAISED ENTflY
<br />,MASONRY WALL
<br />, NO SCALE REV. 12-18-02 AS
<br />UPLIFT CAP. AT HEADER - 2510#
<br />
<br />(2) - 2x12
<br />AS SHOWN
<br />WI (3) 3/4" DIA
<br />A307 THRU BOLTS
<br />
<br />(29\SECTION AT CONVENTIONAL FRAMIN ~
<br />
<br />\.. J 1\0 SCALE REV. 11/27 102
<br />
<br />--
<br />
<br />IN-
<br />
<br />I 2K
<br />,
<br />
<br />-
<br />
<br />~ 8" CMU WALL
<br />
<br />,
<br />,
<br />
<br />-
<br />
<br />16\ KNEEWALL @ ENTRY
<br />I N.T.S.
<br />
<br />-
<br />
<br />W
<br />LL.~O:::
<br />'00:::0
<br />W u..u..
<br />!;;:i!52~
<br />2-0::)
<br />UJ X~O:::O
<br />U o::)u..o
<br />o:::ozO
<br />I- o..."",w<(
<br />O 0...""'~1-
<br /><(0<(0
<br />Z wO:::f-z
<br />O:::LL.w
<br />W <(zo:::O
<br />'I"'i OW<(O
<br />......., W~(f)O
<br /><:1- of- ~ z Z
<br />0<(
<br />O ::Jw-w
<br />aO:::(f)"",
<br /><( z "'" .
<br />o ~(f)w<(z
<br />LL c..:;lZ~EtQ
<br />UJ ~QOo!;;:
<br />o(f)Q::f-u
<br />0::: oEiJQ~:J
<br /><( LL."",Q::00...
<br />w ""'w 00...
<br />:::> O:::of-ffi<(
<br />o <(-1z -1
<br />(j) a(f)::) ~ ~ 5 <e~
<br />O:::-J-........
<br />w-JO
<br />j>~zo:::
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<br />
<br />m ~ ~ ~' t'")0
<br />~'(3 ~ ~ <( CO
<br />~~~(f)
<br />I CI) 0 i!5
<br />CI)(Ug:~
<br />Q,)c80
<br />- 'OJ) u:: -1
<br />ca.- -:J ....J
<br />... CI) ~ a:l <l:
<br />Oa)w 0:::
<br />"C 0 l-
<br />E 2
<br />
<br />~ ~~ ~ ~
<br />A -1 10 u::
<br />~...:::.. a:l 0 u.. ~
<br />(-J.) ~ (J). W i'- 0 LL
<br />c..:;lN (Y)~
<br />zM 100
<br />. " (+1 <( -1 M 10
<br />I""~'"" o:::u..NN
<br />~ 0 '00
<br />II~CiJ ~~~~
<br />~ 0... 00
<br />.ffiY U) t- 0) <( ~ ~
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<br />w c..:;l 00 cj
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<br />(f)~Qo O:::N<D V) 10
<br />- 0 I- 0 O..-l"*' Z ~ ~
<br />o:::z<(O (f)<D.... 0
<br />liJ<(5:2~ w_Lnu. i=
<br />::r: ::r: "*' . . co r
<br />zf-~z f-f-....IJJ ::J ~ ~ (f) r-.)
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<br />O<(O"'::r:W(f)O"'o::..... (])i'-MW .c
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<br />SHEET NO.
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<br />S-7
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<br />OF
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<br />25
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<br />LAST PLOT DATE
<br />March 11, 2005
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