|
<br />I
<br />
<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.~ \ ; /2-12d & (1)
<br />CLIP EACH TRUSS"'" io SIMPSON MTS~~ w/
<br />(SEE ROOF :~"': 14-10d x 11/2
<br />PLAN FOR TYPE) 1-
<br />, : MFRAMEOUTTO
<br />" 10 BLOCK EDGE
<br />SEE 3/S-4 FO """" :110 NAIL TRUSS BOTTOM
<br />ADDITIONAL
<br />INFO " ", \..J..,. v CHORD TO 2X4 DEAD-
<br />" " -+A WOOD w/16d @ 4"0.C.
<br />I I ,I' '\"~. / SIMPSON LSTA30 w/
<br />"[~:14-10d @48"0.C.
<br />NAIL DEAD~DDJT-v'r, ,1 I' .----(2) 2x12 w/ 1/2" O.S.B,
<br />I ~ FLITCH PLATE
<br />T~P PLATE w/1~d N.. STUD ANCHORING:
<br />4 O.C.: _______ STUD TO TOP PLATE:
<br />7/16" OSB W/8d ./ ~ ~ SIMPSON LSTA 30 W/
<br />COMMONS @ 6":ON .:\ 14-10d @ 48" O,C, MAX
<br />EDGES & 12" IN: ~
<br />FIELD)Y PROVIDE SIMPSON
<br />SEE PLAN HUC410 W/ 10 - 16d
<br />SIMPSON SP ; , T /COL AND 18 - 1/4" X 2 lj4"
<br />W/ 12 - lad EA : ~ T..AP CONS TO MASONRY
<br />STUD :. COL.@EACHEND
<br />SIMPSON SPl , ::J '
<br />W/ 10 - 10d EA: ~ 1'\. 2 X 4 SPF
<br />STUD G.c.' :: I! '\ AT 16" O,C,
<br />
<br />CORD, i--~BUILDER FRAME RADIUS
<br />W/ E~EVS. :: AS REQUIRED
<br />~ ~ ~ 16x16 COL BEYOND
<br />
<br />HEADER SUPPORT
<br />NO. OF JACKS & STUDS
<br />REQ. AT OPENINGS
<br />
<br />HEADER ANCHOR
<br />NAILED TO TOP PLATES,
<br />HEADER & JACK
<br />
<br />STRUCTURAL NOTES
<br />
<br />SEE SHEET S-7A FOR
<br />ADDITIONAL S-7 DETAILS
<br />NOT SHOWN
<br />
<br />NO. & SIZE OF
<br />RAFTER TIES
<br />EACH END
<br />
<br />2 X 4 WALL
<br />
<br />2 X 6 WALL
<br />
<br />2X6 BRACE NAILED
<br />TO SIDE OF GABL
<br />TRUSS CHORDS
<br />4'-0" IN LENGTH
<br />OR GREATER
<br />
<br />HEADER SIZE
<br />& GRADE
<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 />OPENING JACKS STUDS JACKS STUDS
<br />SIZE EA END EA END EA END EA END
<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 />(1)
<br />(2)
<br />
<br />l' - 4'
<br />
<br />(2)
<br />(3)
<br />
<br />(1)
<br />(2)
<br />
<br />4' - 9'
<br />
<br />(2)
<br />(2)
<br />
<br />(2) 2X12" 2SYP
<br />
<br />(2) LSTA 30
<br />
<br />9' -16'
<br />
<br />(3) (3) (2) (3)
<br />~ SEE SCHEDULE
<br />"':J...::~'~'
<br />....... ....... ~_ROWS 12d NAILS STAGGERED@
<br />"'" ..< ~ 12" O/C EACH FACE OR 3-ROWS
<br />. ..:"..............................
<br />~' ~~D J:S::S:::~ 12d NAILS STAGGERED @ 12" O/C
<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 />CLIP EACH TRUSS
<br />(SEE ROOF PLAN FOR TYPE)
<br />FRAME OUT TO
<br />BLOCK EDGE
<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 />~
<br />HI .........
<br />
<br />REFER Tv
<br />26/5-4 OR 27/5-4
<br />
<br />~
<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 W/ 11 - 10d NAILS
<br />
<br />(2) 2x12 w/ 1/2" O.S.B.
<br />FLITCH PLATE
<br />
<br />E~
<br />:::.
<br />
<br />7/16" OSB W/8d
<br />COMMONS @ 6" ON
<br />EDGES & 12" IN
<br />FIELD
<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 />
<br />16d NAI LS @ _____
<br />16" O/C TYP. "
<br />
<br />~.
<br />
<br />I 2 X 4 SPF
<br />: I AT 16" O.C.
<br />I
<br />I
<br />~ ~ BUILDER FRAME RADIUS
<br />:: ~ AS REQUIRED
<br />II II I
<br />...- _ _U I
<br />I I
<br />: ~ --:-
<br />~~
<br />
<br />1\ FILLING AND BLOCKING AS
<br />I \ REQUIRED FASTENED TO
<br />'-- HEADER W/(2) ROWS
<br />OF 12d @16" O/C UNLESS
<br />NOTED OTHERWISE
<br />
<br />NOTES:
<br />
<br />DOUBLE 2"x4"-.
<br />CRIPPLE STUD
<br />TYPICAL (U.N.O.)
<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 QUESTIO~S 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 />~~
<br />
<br />2x12 BUILD-OUT BEYOND,
<br />SEE (6/S-7) SIM AT JAMB
<br />
<br />/2"X4" STUDS TYP.
<br />
<br />{:USP HTT16 W/ (18) 16d NAILS
<br />AND A 5/8" EXPANSION
<br />A~CHOR W/ 6"
<br />:. EMBEDMENT U.N.O. OR
<br />J 81/2" AT GARAGE STEP DOWN
<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 />14FT. (?)
<br />L________________________________________.
<br />I ,
<br />I "
<br />I , .
<br />@ I CD ~ I
<br />: /@/2"4)"T,
<br />I / \.61/
<br />I ' '
<br />5 FT.:----4Fi.-----------@"------------J /,' CD
<br />5 FT.: 4 FT. (]) ,,:(2)
<br />@ ; -- -- -- -- -- ~- -- ---~~~-~""'~,~@"'~~ FT
<br />ih4-Ff-Ci)-----/~--rn~-~(~p~ @
<br />
<br />-
<br />
<br />I 17 ~KNEEWALL @ ENTRY FRONT WALL
<br />, I N.T.S.
<br />
<br />KNEEWALL @ GABLE
<br />CJ ~~J.RY FRONT WALL
<br />
<br />O,o~
<br />t1I/,t,
<br />HOLD DOWN CONNECTIONS Q
<br />NOT REQUIRED@_BEARING .... ~P.T. BOT, PLATE
<br />WAllS WITHOUT UPFIFT I ~
<br />
<br />(11 ,WALL HEADER DETAIL
<br />
<br />\... J SCALE: N,T.S.
<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 @ T' O.C.
<br />
<br />REV. 10-28-03 AS.
<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 />s........ ~ ~USP LSTA24 W/ (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 w/l0d
<br />@8" O.C. EA. SIDE
<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 />_ GIRDER
<br />~ TRuSS
<br />
<br />~2) ~~6T2
<br />CAP = 4100LBS
<br />J I
<br />f'j~ ~ I
<br />~ --I s
<br />
<br />And@3"0.C,TYP,
<br />EXTERIOR
<br />STRUCTURAL
<br />r~HEATHING (MIN. 7/16")
<br />
<br />~ WOOD
<br />I / BEAM
<br />
<br />~?L
<br />V
<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 />USP HTT16,~ :
<br />w/18-16d NAIL~
<br />
<br />~~
<br />L--~
<br />
<br />~ ~ \ II ( ) ( ) ) (
<br />
<br />....... -...../
<br />l/...... , G.C. VERIFY INTERIOR
<br />~ 1/2" GYP. BOARD OR
<br />2x STU-O; ~ EXTERIOR STRUCTURAL
<br />.... --- SHEATHING (MIN. 7/16")
<br />~ VERIFY W/ PLAN
<br />
<br />~ W/ 1/2" ANCHOR BOLTS
<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 />~ 4x4
<br />I "- NO.2 SY?
<br />WOOD POST
<br />(2) USP
<br />LSTA30
<br />WI 16-10d TO
<br />POST & 16-10d
<br />TO BEAM EA
<br />STq,,\?
<br />
<br />j:r
<br />tf
<br />
<br />~[
<br />
<br />V MIN. (3) 2 X 4 BUILT-UP
<br />COLUMN ATTACH PL YS
<br />WI (2) 16D NAILS @
<br />6' O.C. EACH PLY, TYP.
<br />
<br />EPOXY ANCHOR W/ 81/2" EMBED.
<br />INSTALL PER MFG. SPECS.
<br />.~ No.2 P.T. 2x4
<br />",- BASE PLATE
<br />
<br />;;..
<br />
<br />v
<br />
<br />(2) 1314 X 111/4 LVL
<br />WOOD BEAM
<br />
<br />USP HTT16
<br />VW/5/8' SIMPSON "SET"
<br />EPOXY ANCHOR WI
<br />8 112' EMBED.
<br />I <
<br />I
<br />SEC. A - A
<br />UPLIFT CAPACITY = 4175
<br />
<br />(6\HEADER OPENING
<br />
<br />\ ) NO SCALE REV. 1-27-04 AS
<br />"--../' UPLIFT CAP. AT HEADER 1 STRAP EA. END - 1255#
<br />
<br />~15 HIGH UPLIFT FRAME WALL
<br />{ :.to \ GIRDER/BEAM CONN.
<br />
<br />U r-..o SCALE REV. 10/7/03
<br />
<br />-
<br />
<br />l.l..J
<br /><..:I
<br />o
<br />0::
<br />
<br />WOOD BEAM SEE
<br />PLAN FOR S'Zd
<br />
<br />'1<
<br />( (
<br />
<br />/'
<br />
<br />~
<br />
<br />CLIP EACH TRUSS
<br />(SEE ROOF PLAN FOR TYPE)
<br />FRAME OUT TO
<br />BLOCK EDGE
<br />
<br />I r
<br />"
<br />I Ilf
<br />I I
<br />I I
<br />I II
<br />I II
<br />I ~
<br />"I...j'-
<br />" 11,....
<br />, ...i V
<br />
<br />V,:""JJ ....
<br />,.r- ,,"
<br />'><.
<br />
<br />JSP HD412 TO
<br />BUILT-UP COLUMN
<br />
<br />SIMPSON
<br />LSSU28 (TYP.) )
<br />EACH JOIST
<br />TO BM. CONN.
<br />
<br />I STUD ANCHORING:
<br />I STUD TO TOP PLATE:
<br />USP SPT4 W/ (6) lad X 11/2 OR
<br />USP SPT24 W/ (6) 10d
<br />W/ 6 -10d X 11/2
<br />I 2 X 4 SPF
<br />
<br />I
<br />I
<br />I
<br />
<br />A-A
<br />
<br />M.L, BEAMS
<br />SEE PLAN
<br />ONLY ONE SHOWN
<br />FOR CLARITY
<br />USP MTW16
<br />W/ (14) 10d NAILS
<br />
<br />2 X 4 P.T.
<br />
<br />:. ..........
<br />
<br />21
<br />'~
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />l/: I AT 16" O.C.
<br />
<br />/lf11 STUD TO BOT PLATE:
<br />I USP SPT4 OR SPT22
<br />W/ 6 -10d X 11/2
<br />
<br />~~ i
<br />
<br />~ .11; ,"1-............ 1/2" X 8"
<br />i'"- VI,: 1= ~ A~CHOR BOLT
<br />'-.:Y= @ 24" O.C.
<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 />
<br />..........
<br />~ _______SUPPORT COLUMN
<br />:: ~ BUILT-UP 2x4's OR 4x4
<br />
<br />_,'<<< ii ii~2)USPHTA20
<br />", III II w/14)-10d EA. TO COL.
<br />...... t II
<br />....... ...1 I f
<br />TYPICAL BLOCK~ ",,: II' ,II
<br />WALL . --- "1 ~
<br />c.:. ...~
<br />~ '-' J)""" /' ~TIE BEAM
<br />I ~ 'r< ~
<br />"0 .
<br />
<br />,~/~
<br />
<br />7/16" OSB W/8d
<br />COMMONS @ 6" ON
<br />EDG E S & 12" I N -............
<br />FIELD ............
<br />
<br />SECTION A-A
<br />
<br />v /v
<br />
<br />~
<br />
<br />
<br />./ /" I + 11
<br />./ ./ I + I
<br />././ I + I
<br />............- ./!----'
<br />
<br />
<br />
<br />
<br />(2) - 2x12 ./
<br />AS SHOWN
<br />W/ (3) 3/4" DIA
<br />A307 THRU BOLTS
<br />
<br />(29\SECTION AT CONVENTIONAL FRAMIN1l
<br />
<br />"--J NO SCALE
<br />
<br />51/~
<br />4"
<br />4"
<br />51/2"
<br />
<br />LINTEL
<br />
<br />DOUBLE GRIDER
<br />TRUSS SEE PLAN
<br />
<br />- BEAM @ RAISED ENTRY
<br />I 2K ,MASONRY WALL
<br />\ I NO SCALE REV. 12-18-02 AS
<br />UPLIFT CAP. AT HEADER - 2510#
<br />-
<br />
<br />.J'..r'i--
<br />
<br />1"........- 8" CM U W AL L
<br />
<br />-
<br />
<br />(16 \ KNEEWALL @ ENTRY
<br />\... I N,T.S.
<br />
<br />-
<br />
<br />REV,11/27/02
<br />
<br />l.l..J
<br />lJ..~0::
<br />.00::0
<br />l1.J lJ..lJ..
<br />I-- l1.J '
<br /><(o~z
<br />~-O:::)
<br />W x~o::o
<br />U o:::)lJ..o
<br />o::ozO
<br />~ D..."",l.l..J<(
<br />O D...""~I--
<br /><(0<(0
<br />Z l.l..JO::l--z
<br />0::lJ..l.l..J
<br />W <(zo::o
<br />'1"'1 0 l.l..J <( 0
<br />\".J l.l..J~(/)0
<br /><:( I--~ZZ
<br />L- 0 0<(
<br />r- :::)l.l..J-l.l..J
<br />O oo::(/)"'"
<br /><( Z "" .
<br />o ~(/)l.l..J<(z
<br />U. <..:IZ~ttQ
<br /><(0001--
<br />w 500::1--5
<br />~ OE5O~::i
<br /><:( lJ.."",n:Uo..
<br />l1.J""l.l..JOD...
<br />~ O::ol--~<(
<br />r"'v <( Z cu -I
<br />......, :::)j-.O::-I
<br />U) o(/) <( (J') 0 ~<(
<br />0::-1........
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<br />m ~ ~ [Q' r")@
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<br />-~ ~J......... ro 0 w.. <(
<br />:-<-) ~.J.\ l.l..J r--- 0 lJ..
<br /><..:I ('IJ (Y) ~
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<br />~ "(t' <( -I (Y) (Y)
<br />- ~"" 0::lJ..('IJ('IJ
<br />~ 0 -00
<br />II ~__ ~ v;~ ~~
<br />\11'-, 11) 0 r"- r"-
<br />~ D... 00
<br />tf-B 19 - cr'l<( ~~
<br />
<br />l.l..J <..:I 00 (.)
<br />I ~ N Z
<br />1--. (/) 3 U) -
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<br />(/)~Qo O::NU) en
<br />- 01--0 OM~ Z
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<br />z: I-- ~ Z I-- I-- ...l lJJ ::J
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<br />O<(D...Il1.J(/)D...ll:....; LLl
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<br />
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<br />N--I
<br />~--I
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<br />LAST PLOT DATE ('IJ
<br />March 11, 2005 @
<br /> DETAILS
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