|
<br />I
<br />
<br />
<br />
<br />~
<br />
<br />I
<br />
<br />I
<br />I
<br />
<br />7/16" OSB W/8d
<br />COMMONS @ 6" ON
<br />EDGES & 12" IN
<br />FIELD
<br />
<br />~
<br />iii .......
<br />
<br />CLIP EACH TRUSS
<br />(SEE ROOF PLAN FOR TYPE)
<br />FRAME OUT TO
<br />BLOCK EDGE
<br />
<br />I I
<br />
<br />~
<br />"" ;::
<br />~s:
<br />
<br />(2) 2x12 w/ 1/2" O.S.B.
<br />FLITCH PLATE
<br />
<br />I
<br />I
<br />I
<br />I
<br />,
<br />I
<br />I
<br />I
<br />I
<br />
<br />~, i
<br />~-.J 2X4SPF
<br />: U_ I AT 16" O,C.
<br />,
<br />I
<br />~ ~ BUILDER FRAME RADIUS
<br />:: ~ AS REQUIRED
<br />II II I
<br />"'- _ _U I
<br />, I
<br />i ~ -:-
<br />~~
<br />
<br />2x12 BUILD-OUT BEYOND,
<br />SEE (6/S-7) SIM AT JAMB
<br />
<br />~KNEEWALL @ ENTRY FRONT WALL
<br />, I N.T.S,
<br />
<br />USP HTT16~~
<br />w/18-16d NAILS
<br />
<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 W/ (18) -10d AT
<br />~:---...... ~ 2'-0" O.C. MAXIMUM
<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 />~~
<br />;:::::~
<br />
<br />(3) S.P.F. 2x4 w/l0d
<br />@8" O.C. EA. SIDE
<br />
<br />v
<br />
<br />EPOXY ANCHOR W/ 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 />"
<br />
<br />I "i
<br />I'
<br />I'
<br />1'1
<br />I II
<br />, ~
<br />",l...~
<br />............~1V
<br />
<br />V":"""""'' ...
<br />,.1--' ......
<br />'<.
<br />
<br />WOOD BEAM SEE
<br />PLAN FOR SIZ~
<br />
<br />SP H D412 TO
<br />BUILT-UP COLUMN
<br />
<br />--
<br />~ !----SUPPORT COLUMN
<br />,I ~ BUILT-UP 2x4's OR 4x4
<br />
<br />,,'<Q ii i f'~'-'2) USP HTA20
<br />"', :::: w/14)-10d EA. TO COL.
<br />...... II II
<br />" .., II
<br />TYPICAL BLOCK-. ""......: I ,II
<br />WALL . ___ ,.... ~l"
<br />~::-,
<br />, '
<br />'- ..; J::"" ~1 ...........-TIE BEAM
<br />I" "'~/ ...V
<br />
<br />''':0 ~
<br />~~/
<br />
<br />.-
<br />
<br />J
<br />,
<br />
<br />2K
<br />
<br />BEAM @ RAISED ENTRY
<br />MASONRY WALL
<br />
<br />NO SCALE
<br />UPLIFT CAP. AT HEADER - 2510#
<br />
<br />REV. 12-18-02 AS
<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 ~' i: SIMPSON MTS~~ w/
<br />(SEE ROOF :~i'... ; 14-10d x 11/2
<br />PLAN FOR TYPE) I 1-
<br />~ : ~FRAMEOUTTO
<br />" ,0 BLOCK EDGE
<br />SEE 3/S-4 FO ,,"" :0 NAIL TRUSS BOTTOM
<br />ADDITIONAL "", .1. CHORD TO 2X4 DEAD-
<br />INFO ", ',I\:;<i V WOOD w/16d @ 4"0 C.
<br />I : \',~" / SIMPSON LSTA30 wi
<br />.'~ /14-10d @48" O.C,
<br />NAIL DEADWOOD. TrV ~ / .--- (2) 2x12 w/ 1/2" O.S,B,
<br />, 1m FLITCH PLATE
<br />T?P PLATE w/l~d lItH... 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 )/1 PROVIDE SIMPSON
<br />SEE PLAN HUC410 W/ 10 - 16d
<br />SIMPSON SP : , T/COL AND 18 _ 1/4" X 21/4"
<br />W/ 12 - 10d EA : ~ TAP CONS TO MASONRY
<br />STUD :. COL.@EACHEND
<br />SIMPSON SPl ::l '1\
<br />W / 10 - 10d EA : ~ 2 X 4 SPF
<br />STUD G.C.' :: II AT 16" O.C,
<br />
<br />CORD, i--~BUILDER FRAME RADIUS
<br />W/ 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 />-
<br />
<br />KNEEWALL @ GABLE
<br />ENTRY FRONT WALL
<br />N.T.S.
<br />
<br />I
<br />,
<br />
<br />25
<br />
<br />Afj.d@3"O'C,TYP,
<br />EXTERIOR
<br />STRUCTURAL
<br />r~HEATHING (MIN. 7/16")
<br />
<br />) ( )
<br />
<br />) (
<br />
<br />1\ / \ /
<br />~
<br />IJ \
<br />-....../
<br />I............. , G,C, VERIFY INTERIOR
<br />k:::-~- 1/2" GYP. BOARD OR
<br />2x ST~ ~ 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 6/ S-6
<br />,,'
<br />I 30 ,EXT. FRAME CORNER
<br />\ 'SCALE: 11/2" = 1'-0"
<br />
<br />-
<br />
<br />W
<br />~
<br />o
<br />~
<br />
<br />SIMPSON
<br />LSSU28 (TYP.)
<br />EACH JOIST
<br />TO 8M. 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 />SECTION A-A
<br />
<br />51/ "
<br />4"
<br />4"
<br />51/2"
<br />
<br />A-A
<br />v ~
<br />
<br />4~
<br />
<br />/" ./ I + I
<br />././ I + I
<br />"'1A./'" :--'
<br />
<br />M.L. BEAMS
<br />SEE PLAN
<br />ONLY O~E SHOWN
<br />FOR CLARITY
<br />USP MTW16
<br />W/ (14) 10d NAILS
<br />
<br />DOUBLE GRIDER
<br />TRUSS SEE PLAN
<br />
<br />(2) - 2x12
<br />AS SHOWN
<br />W/ (3) 3/4" DIA
<br />A307 THRU BOLTS
<br />
<br />IN-
<br />
<br />HEADER SUPPORT
<br />NO. OF JACKS & STUDS
<br />REQ, AT OPENINGS
<br />
<br />2 X 4 WALL
<br />
<br />2 X 6 WALL
<br />
<br />OPENING JACKS STUDS JACKS STUDS
<br />SIZE EA END EA END EA END EA END
<br />
<br />l' - 4'
<br />
<br />(1)
<br />(2)
<br />
<br />(1)
<br />(2)
<br />
<br />(2)
<br />(3)
<br />
<br />4' - 9'
<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 />HEADER SIZE
<br />& GRADE
<br />
<br />NO. & SIZE OF
<br />RAFTER TIES
<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)
<br />(2)
<br />
<br />(2) 2X12" 2SYP
<br />
<br />(2) LSTA 30
<br />
<br />(3) (3) (2) (3)
<br />~ SEE SCHEDULE
<br />
<br />
<br />"-.1 ~ ~ 12" O/C EACH FACE OR 3-ROWS
<br />~~ ~~~ 12d NAILS STAGGERED @ 12" O/C
<br />, '~~ ~ FOR 2"xl0" OR GREATER HEADER
<br />
<br />" . . ~~
<br />
<br />
<br />1\ DOUBLE 2 X 12 NO.2 S,Y,P,
<br />I\- HEADER WI 1/2" FLITCH PLATE OR
<br />WI85 JOIST HEADER. (U.N.O.)
<br />
<br />9' -16'
<br />
<br />REFER Tv
<br />26/5-4 OR 27/5-4
<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 />16d NAI LS @ --.....
<br />16" O/C TYP, "
<br />
<br />'.
<br />
<br />DOUBLE 2"x4"-.
<br />CRIPPLE STUD
<br />TYPICAL (U.N.O.)
<br />
<br />~~t
<br />
<br />O,o~
<br />tli; IV,
<br />HOLD DOWN CONNECTIONS G
<br />NOT REQUIRED @ BEARING
<br />WALLS WITHOUT UPFIFT
<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 RECO~MENDED 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 />1\ FILLING M-JD 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 />/2"X4" STUDS TYP.
<br />
<br />{:USP HTT16 WI (18) 16d NAILS
<br />AND A 5/8" EXPANSION
<br />A:\CHOR WI 6"
<br />:: EMBEDMENT U.N.O. OR
<br />:f: 8 1/2" AT GARAGE STEP DOWN
<br />
<br />TRUSSES MUST BE CAPABLE OF TRAf'<SFERRING 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 />... ~P.T. BOT. PLATE
<br />
<br />
<br />(i1\WALL HEADER DETAIL
<br />
<br />\.... J SCALE: N.T.S.
<br />
<br />-
<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 4 t-I. @
<br />L________________________________________y
<br />I ,
<br />I "
<br />I ,
<br />Q) I G) "~
<br />: ,'~?'2"4,vr.,
<br />I ~ \6/~ I
<br />I ;';' " I
<br />5 FT.:----4n.-----------@""------------J ,,' :
<br />5 FT.: 4 FT. (2) '-, CD :(2)
<br />@ ru---uu-~u----~~~--~""'~,~~jFT
<br />h_Ff_~U-U/~n r-~-~~-;-~ ~
<br />
<br />=~
<br />
<br />n GI"DER
<br />~ TRUSS
<br />
<br />
<br />~2) USP
<br />LU GT2
<br />CAP = 4100LBS
<br />, I
<br />F;\ ~
<br />~ --I ;=
<br />
<br />c:: c:: ;::J
<br />
<br />: [ c!
<br />
<br />'-- 4x4
<br />NO.2 SYP
<br />WOOD POST
<br />(2) USP
<br />LSTi\30
<br />WI 16-10d TO
<br />POST & 16-10d
<br />TO BEA'" EA
<br />STRAP
<br />
<br />(2) 1 3/4 X 111/4 LVL
<br />WOOD BEAM
<br />
<br />~15 HIGH UPLIFT FRAME WALL
<br />r 1.0 \ GIRDER/BEAM CONN,
<br />
<br />V t\o SCALE REV. 10/7/03
<br />
<br />~
<br />
<br />I
<br />I
<br />I
<br />
<br />~
<br />~
<br />
<br />7/16" OSB W/8d
<br />COMMONS @ 6" ON
<br />EDGES & 12" IN -..........
<br />FIELD ..............
<br />
<br />2X4P.T.
<br />
<br />LI NTEL
<br />
<br />-
<br />
<br />J
<br />,
<br />
<br />29 ,SECTION AT CONVENTIONAL FRAMIN ~
<br />
<br />I NO SCALE REV,11/27/02
<br />
<br />, 16 ,KNEEWALL @ ENTRY
<br />, I N.T.S.
<br />
<br />-
<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 />~ WOOD
<br />/ BEAM
<br />
<br />ALLOWABLE FASTENERS
<br />
<br />A: CEMENT COATED SI~KERS
<br />B: BRIGHT COMMONS
<br />C: SPIRAL OR RING SHANK NAILS
<br />D: CLIP HEAD GUN NAILS
<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 />,/ "'IN. (3) 2 X 4 BUILT.UP
<br />COLU"'N ATTACH PLYS
<br />WI (2) 16D NAILS @
<br />6' O.C. EACH PLY, TYP.
<br />
<br />j~
<br />tf
<br />
<br />USP HTT16
<br />YWI 518' SIMPS.Ot-. "SET"
<br />EPOXY ANCHOR WI
<br />8 1/2' EMBED
<br />I ~
<br />I
<br />
<br />SEC. A - A
<br />
<br />UPLIFT CAPACITY = 4175
<br />
<br />CLIP EACH TRUSS
<br />(SEE ROOF PLAN FOR TYPE)
<br />FRAME OUT TO
<br />BLOCK EDGE
<br />
<br />~ 8" CMU WALL
<br />
<br />W
<br />l1..~~
<br />-o~o
<br />W l1..l1..
<br />~i!S~~
<br />~-0::J
<br />UJ X~~O
<br />U O::Jl1..U
<br />~ozu
<br />I- D.."",w<(
<br />O D..""'~I-
<br /><(0<(0
<br />Z w~l-z
<br />~l1..w
<br />UJ <(Z~O
<br />fM OW<(O
<br />'-' W~I,/)O
<br />- I-<(zz
<br />1-......... 01-0<(
<br />O ::Jw-w
<br />O'~I,/)~
<br />O I,/)<(z ,
<br />Wl,/)w~Z
<br />LL ~Z~LLQ
<br /><(0001-
<br />UJ 5(fj~1-C)
<br />0::: o6SQ~::J
<br /><C l1.."",crUD..
<br />W""'wOD..
<br />::J -1-....1<(
<br />rv ~OZco....l
<br />'-' ::J....I-~....I
<br />en a ~ 1,/)- 0 <(~
<br />I,/)~....I""""
<br />w....IO
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<br />SHEET NO.
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<br />8-7
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<br />OF
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<br />25
<br />
<br />LAST PLOT DATE
<br />March 11, 2005
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