|
<br />HEADER SUPPORT
<br />NO. OF JACKS & STUDS
<br />REQ. AT OPENINGS
<br />
<br />HEADER ANCHOR
<br />NAI LED TO TOP PLA TE~ ,
<br />HEADER & JACK
<br />
<br />STRUCTURAL NOTES
<br />
<br />2 X 4 WALL
<br />
<br />NO. & SIZE OF
<br />RAFTER TIES
<br />EACH 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 />2 X 6 WALL
<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 />l' - 4'
<br />
<br />(1)
<br />(2)
<br />
<br />(2)
<br />(3)
<br />
<br />(1)
<br />(2)
<br />
<br />(2)
<br />(2)
<br />
<br />(2) 2X12" 2SYP
<br />
<br />(2) LSTA 30
<br />
<br />4' - 9'
<br />
<br />......-: /YSINGLE OR 2 PLY
<br />:: GIRDER TRUSS
<br />II
<br />II
<br />
<br />
<br />> ~~ / USP LTS20B w/10-16d
<br />TO GIRDER TRUSS
<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 />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 />6.8 FOR RETROFIT STRAPS WITH MASONRY SCREWS USE (1) - 3/16" 0 X 2 1/4" LONG MASONRY SCREW FOR EVER
<br />(2) -10d NAILS
<br />
<br />9' -16'
<br />
<br />(3) (3) (2) (3)
<br />
<br />~:::-;::::r SEE SCHEDULE
<br />~ ~i:S<<....~ \ 2-ROWS 12d NAILS STAGGERED @
<br />"'- ~~ ~ 12" O/C EACH FACE OR 3-ROWS
<br />/} ~~~I~~~ 12d NAILS STAGGERED@12"0/C
<br />. . ,-......''il~, ~FOR 2"x10" OR GREATER HEADER
<br />" . .~~
<br />.~ ~
<br />
<br />(3) S.Y.P. 2x4 w/10d
<br />@ 8" O.C. EACH WAY
<br />
<br />''''
<br />
<br />1\
<br />~
<br />i'-
<br />
<br />~2-2x4 SPF TOP PLATE
<br />
<br />REFER TO
<br />26/5-4 OR 27/5-4
<br />
<br />"'v
<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 />" DOUBLE 2 X 12 NO.2 S.Y.P.
<br />'- HEADER W/ 1/2" FLITCH PLATE
<br />HEADER. (U.N.O.)
<br />
<br />~ ~/
<br />~
<br />
<br />
<br />
<br />
<br />P.T. #3 S.Y.P. 2x4
<br />
<br />CP i----4~~-------~~---------------,~~~ CP
<br />
<br />
<br />
<br />I 1 tV1 I
<br />: ' / / / I
<br />
<br />5 FT.:----4Ff.-----------@"------------J /1 :(2)
<br />
<br />@)
<br />:-- - -- - -- -- -- - - - - @) @ - - - -- - '-'. -
<br />14FT. CV t]) 4 FT. I @)
<br />
<br />- 5/8" ALL THREAD ROD W/
<br />SIMPSON SET EPOXY
<br />BOLTS WITH 4 1/2" EMBED TYP
<br />( 8 1/2" EMBED WHERE STEP
<br />DOWN OCCURS) INSTALL PER
<br />MFG. SPECS.
<br />
<br />10d NAILS @-....
<br />8" O/C TYP. "
<br />
<br />DOUBLE 2"x4"-..
<br />CRIPPLE STUD
<br />TYPICAL (U.N.O.)
<br />
<br />\ FILLING A~D BLOCKING AS
<br />'-- REQUIRED FASTENED TO
<br />HEADER W/(2) ROWS
<br />OF 12d @16" O/C UNLESS
<br />NOTED OTHERWiSE
<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 QUESTIOI\iS 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 />NOTES:
<br />
<br />~~
<br />
<br />V2"X4" STUDS TYP.
<br />
<br />VUSP HTT16 W/ (18) 16d NAILS
<br />AND A 5/8" EXPANSION
<br />Fh ANCHOR W/ 6"
<br />f: EMBEDMENT U.N.O. OR
<br />~ 81/2" AT GARAGE STEP DOWN
<br />
<br />P.T. BOT. PLATE
<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 />BASE PLATE
<br />- HIGH UPLIFT FRAME WALL
<br />J 5E.nGIRDER/BEAM CONN.
<br />
<br />, J NO SCALE REV. 3/20/03 MJB
<br />./ UPLIFT CAP.: w/ 2500 PSI CONC. = 1750#
<br />- GRAVITY CAP @ BUILT-UP COLUMN (3) 2x4 SYP @ 8'-0" HT.=5175#
<br />
<br />O,o~
<br />1\I1iV,
<br />HOLD DOWN CONNECTIONS Q
<br />NOT REQUIRED @ BEARING
<br />WALLS WITHOUT UPFIFT
<br />
<br />J
<br />,
<br />
<br />-
<br />
<br />1i\WALL HEADER DETAIL
<br />
<br />J SCALE: N,T.S. 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" D.C.
<br />
<br />-
<br />
<br />0/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 />\ \;'- 2-2x4 SPF
<br />? TOP PLATE
<br />
<br />~ 2-#2 SYP 2x12 OR WIF85
<br />~ :--- HDR. UNLESS NOTED
<br />I ~ OTHERWISE (SEE PLAN)
<br />
<br />l..--?----- (3) S.P.F. 2x4 w/10d
<br />Ii' - - @8" O.C. EA. SIDE
<br />
<br />2 X 4 #2 SYP SCAB TO SIDE
<br />OF TRUSS AS SHOWN
<br />(2) 10d nails @ 8" D.C.
<br />TO TRUSS TOP CHORD
<br />4.'-0" PLYWOOD
<br />::: MIN. (~ SHEATHING
<br />: :: p) .. 1'0" BLOCKING AS REQUIRED
<br />: : + ~ r'-TO SUPPORT SOFFIT
<br />: TRUSS /' +.;$ ~ I~ LINE OF ROOF
<br />i2X4 SYP--""'" It ~~ BEYOND
<br />: EACH TRUSS /" -. ,~~.
<br />CONNECTO~0) ~ - -~J -<1- 2X FASCIA
<br />SEE L1NTEC '7" '\.1 l.LUMINUM SOFFIT
<br />SCHED. I 1'-0" 1'-0"
<br />PRECAST L1NTEL-----.I
<br />
<br />~~
<br />II l
<br />d:':;~\III -~
<br />2 X 4 P.T ~:::~:or::: '3 c:: ~
<br />CO NT. ~-~:- ~
<br />
<br />PRECAST :>:~~ '~~ 7/16" O.S.B.
<br />" ~;fJ' SHEATHING
<br />. ./ "" 2x8 @
<br />2x8 CONT. ~ (24'\''''' 2'-0" O.C.
<br />TOP & BOTTOM SIM. ~
<br />
<br />j~ ~ () () () ( )(
<br />
<br />.......~
<br />./ -.... k-lG.C. VERIFY INTERIOR
<br />~ 1/2" GYP. BOARD OR
<br />2x STuD; ~ EXTERIOR STRUCTURAL
<br />~ SHEATHING (MIN. 7/16")
<br />~ VERIFY WI PLAN
<br />
<br />~ W/ 1/2" ANCHOR BOLTS
<br />~ 6" FROM END OF EACH
<br />~ SILL PLATE.
<br />......--..... SEE 6/S-6
<br />
<br />(30\ EXT. FRAME CORNER
<br />
<br />~ SCALE: 11/2" = 1'0"
<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 />PRE-ENG. TRUSSES
<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 />fr-
<br />
<br />SEE ROOF PLAN
<br />FOR CONNECTION
<br />USP RTl TO
<br />EACH TRUSS
<br />
<br />USP HTT16.~ ;
<br />w/lS-16d NAIL~
<br />
<br />
<br />
<br />NO.2 P.T. 2x4
<br />BASE PLATE
<br />
<br />2'-0"
<br />
<br />EPOXY ANCHOR W/ 8 1/2" EMBED.
<br />INSTALL PER MFG. SPECS.
<br />
<br />--^' _c....
<br />
<br />An~d @3"o.C.TYP.
<br />EXTERIOR
<br />STRUCTURAL
<br />r-~HEATHING (MIN. 7/16")
<br />
<br />,,~
<br />
<br />J
<br />,
<br />
<br />-
<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 />
<br />J 26 , SECTION AT ROOF EXTENSION
<br />, I ABOVE SGD 3/4" = 1'-0"
<br />
<br />I
<br />,
<br />
<br />.-
<br />
<br />19\ SECTION DETAIL @ ENTRY
<br />./ N.T.S.
<br />
<br />
<br />-
<br />
<br />~
<br />
<br />[SEE SIM (J;)
<br />FOR GABLE CONNS, TYP.
<br />ABLE. TRUSS
<br />~ ~~~I~S,~_
<br />~LA.N , '\
<br />
<br />~7 / 0-
<br />"0
<br />
<br />CLIP EACH TRUSS
<br />(SEE ROOF PLAN FOR TYPE)
<br />FRAME OUT TO
<br />BLOCK EDGE
<br />
<br />f- /~2d COMMONS AT
<br />V 6" O.C. MAX TO LEDGER
<br />
<br />2X P.T. CONT. T & B
<br />o / W/ (2) 12d COMMONS
<br />./ ,_ >-< EACH STUD
<br />SEE TRUS5-"'" :: -
<br />PLAN ~. - l-------2X4 P.T. CONT.
<br />./ . -- W/ 1/4" DIA TAP CONS W/ 11/4" MIN.
<br />CMU WALL~ ~ I = EMBED AT MAX 12" O.C. [MIN (2)]
<br />SEE PLAN i- I _ T&B
<br />-1-
<br />-----v1 _____7/16" O.S.B. SHEATHING
<br />1"'~ W/8d NAILS @ 6" O.C.
<br />::o,~ ;1 ~ EDGES & 12" O.C. INTERMEDIATE
<br />_ l" I !:::: r----...
<br />- I _I ----
<br />-1-
<br />_ I _ -2X P.T. @ 2'-0" O.C. MAX
<br />- I - NOTCHED T&B @ LEDGER
<br />- I - TOE NAIL TO LEDGER
<br />= I = W/ (2) 8d NAILS
<br />- I.~]
<br />I- I -> ~
<br />t:.- >-<
<br />
<br />~
<br />~
<br />~
<br />
<br />2 X 4 P.T.
<br />
<br />I STUD ANCHORING:
<br />I STUD TO TOP PLATE:
<br />USP SPT4 W/ (6) 10d X 11/2 OR
<br />USP SPT24 W/ (6) 10d
<br />W/ 6 -10d X 11/2
<br />I 2 X 4 SPF
<br />A I AT 16" O.C.
<br />
<br />/f11 STUD TO BOT PLATE:
<br />I USP SPT4 OR SPT22
<br />W/ 6 -10d X 11/2
<br />~~i
<br />~~U',).:t~ 1/2" X8"
<br />V=f,; t ANCHOR BOLT
<br />- " - @ 24" O.C.
<br />
<br />7/16" OSB W/8d
<br />COMMONS @ 6" ON
<br />EDGES & 12" IN -.............
<br />FIELD -..............
<br />
<br />LINTEL
<br />
<br />""-- 8" CMU WALL
<br />
<br />-
<br />
<br />I 16 ,KNEEWALL @ ENTRY
<br />, I N.T.S.
<br />
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