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<br />
<br /> HEADER SUPPORT HEADER ANCHOR
<br />NO. OF JACKS & STUDS NAI LED TO TOP PLATES
<br /> REQ. AT OPENINGS HEADER & JACK
<br /> 2 X 4 WALL 2 X 6 WALL HEADER SIZE NO. & SIZE OF
<br /> RAFTER TIES
<br />OPENING JACKS STUDS JACKS STU DS & GRADE EACH END
<br />SIZE EA END EA END EA END EA END
<br />1'.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 />
<br />2X6 BRACE NAI LED
<br />TO SIDE OF GABL
<br />TRUSS CHORDS
<br />4'-0" IN LENGTH
<br />OR GREATER
<br />10d @ 4" O.C.
<br />
<br />CLIP EACH TRUSS
<br />(SEE ROOF
<br />PLAN FOR TYPE)
<br />
<br />REFER T
<br />26/S-4 OR 27/S-4
<br />
<br />
<br />I
<br />NAI L D EADWOO 0: TO
<br />TOP PLATE w/l~d
<br />4" O.C. I
<br />I
<br />7/16" OSB W/8fJ
<br />COMMONS @ 6":ON
<br />EDGES & 12" IN:
<br />FIELD I
<br />1
<br />
<br />2-ROWS 12d NAILS STAGGERED @
<br />12" O/C EACH FACE OR 3-ROWS
<br />12d NAILS STAGGERED @ 12" O/C
<br />FOR 2"xl0" OR GREATER HEADER
<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 WI 11 - 10d NAILS
<br />
<br />16d NAILS @
<br />16" O/C TYP.
<br />
<br />DOUBLE 2 X 12 NO.2 S.Y.P.
<br />HEADER W/ 1/2" FLITCH PLATE OR
<br />WI85 JOiST HEADER. (U.N,O.)
<br />
<br />
<br />DOUBLE 2"x4"-..
<br />CRIPPLE STUD
<br />TYPICAL (U.N.O.)
<br />
<br />FILLING AND BLOCKING AS
<br />REQUIRED FASTENED TO
<br />HEADER W/(2) ROWS
<br />OF 12d @16" O/C UNLESS
<br />i\OTED OTHERWiSE
<br />
<br />SIMPSON SP :
<br />W/ 12 - 10d EA I
<br />STUD :
<br />I
<br />SIMPSON SPl '
<br />W/ 10 - 10d EA:
<br />STUD G.C,'
<br />CORD
<br />W/ E~EVS.
<br />I
<br />
<br />
<br />o/)~
<br />-1;/1;
<br />HOLD DOWN CONNECTIONS Q
<br />NOT REQUIRED @ BEARING
<br />WAllS WITHOUT UPFIFT
<br />
<br />USP HTT16 WI (18) 16d NAILS
<br />AND A 5/8" EXPANSION
<br />ANCHOR WI 6"
<br />EMBEDMENT U.N.O. OR
<br />81/2" AT GARAGE STEP DOWN
<br />
<br />P.T. BOT. PLATE
<br />
<br />
<br />
<br />WALL HEADER DETAIL
<br />
<br />SCALE: N.T.S.
<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 />USP LSTA24 W/ (lS) -10d AT
<br />2'-0" O.C. MAXIMUM
<br />
<br />2-2x4 SPF
<br />TOP PLATE
<br />
<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 />EPOXY ANCHOR WI 81/2" EMBED,
<br />INSTALL PER MFG. SPECS.
<br />_~ No, 2 P.T, 2x4
<br />~ BASE PLATE
<br />
<br />HEADER OPENING
<br />REV. 1-27-04 AS
<br />1 STRAP EA, END - 1255#
<br />
<br />NO SCALE
<br />UPLIFT CAP. AT HEADER
<br />
<br />P.T. #3 S.Y.P, 2x4
<br />BASE PLATE
<br />HIGH UPLIFT FRAME WALL
<br />GIRDER BEAM CONN.
<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 "1"
<br />TO GABLE TRUSS
<br />/2-12d & (1)
<br />SIMPSON MTS12 wi
<br />14-10d x 11/2"
<br />
<br />
<br />~ FRAME OUT TO
<br />BLOCK EDGE
<br />
<br />NAIL TRUSS BOTTOM
<br />CHORD TO 2X4 DEAD-
<br />WOOD w/16d @ 4"0.C.
<br />SIMPSON LSTA30 w/
<br />14-10d @48" O.C.
<br />(2) 2x12 w/ 1/2" O.S.B.
<br />FLITCH PLATE
<br />STUD ANCHORING:
<br />STUD TO TOP PLATE:
<br />SIMPSON LSTA 30 W/
<br />14-10d @ 48" O.C. MAX
<br />
<br />PROVIDE SIMPSON
<br />SEE PLAN HUC410 W/ 10 - 16d
<br />T /COL AND 18.1/4" X 2 1/4"
<br />TAP CONS TO MASONRY
<br />COL, @ EACH END
<br />
<br />2 X 4 SPF
<br />II II AT 16" O,C.
<br />11~
<br />i---i --- BUILDER FRAME RADIUS
<br />:: AS REQUIRED
<br />~ ~ 16x16 COL BEYOND
<br />
<br />(3) S.Y.P. 2x4 w/l0d
<br />@ 8" O,C. EACH WAY
<br />
<br />
<br />KNEEWALL @ GABLE
<br />ENTRY FRONT WALL
<br />N.T.S.
<br />
<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 CONSTRtJCTION 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 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 SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16
<br />
<br />SINGLE OR 2 PLY
<br />GIRDER TRUSS
<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 />USP L TS20B w/l0-16d
<br />TO GIRDER TRUSS
<br />
<br />NOTES:
<br />
<br />2-2x4 SPF TOP PLATE
<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 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 />
<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 />I . @
<br />L-------------------------------_________7
<br />I ,
<br />I "
<br />I , .
<br />r:3" I '1" ~,
<br />'-91 I \Y ,'@ 4 Pr.:
<br />I , ~,' I
<br />: ' ,', I
<br />
<br />5 FT.:----4FT.-----------@"------------; /' :(?)
<br />5 FT.: 4 FT, 0) '-, CD :
<br />
<br />r----------------------- -------, ' I
<br />I ' ',I
<br />
<br />Q) : CD OJ "'~ ~',,~j FT
<br />
<br />I ,
<br />1 "
<br />:---------------- @ @ ------~.
<br />14FT. (2) @ 4 FT.
<br />
<br />1. PLYWOOD AI\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 />ROOF NAILING SCHEDULE:
<br />
<br />NAILING ZONES
<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 />Sd NAILS @ 4" O.C. ON EDGE
<br />
<br />
<br />GYPSUM CEILING: USE 5d NAILS @ 7" O.C.
<br />
<br />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 />G,C, VERIFY INTERIOR
<br />1/2" GYP. BOARD OR
<br />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 />EXT. FRAME CORNER
<br />
<br />SCALE: 11/2" = 1'-0"
<br />
<br />ALLOWABLE FASTENERS
<br />
<br />CONTRACTOR NOTE:
<br />ALL DRtLLED 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 />A: CEMENT COATED SINKERS
<br />B: BRIGHT COMMONS
<br />C: SPIRAL OR RING SHANK NAILS
<br />0: CLIP HEAD GUN NAILS
<br />
<br />
<br />16" PRECAST LINTEL
<br />
<br />2-2x4 SPF
<br />TOP PLATE
<br />
<br />8" CMU EXTERIOR WALL
<br />
<br />
<br />~.
<br />~.f).
<br />"':) (". ~.
<br />1(>-.' .
<br />
<br />2 X 4 CRIPPLE STUDS
<br />AT 16" O.C, WI SP4 TOP
<br />AND LSTA12 BOTTOM
<br />
<br />SIMPSON LSTA30 WI 22 -
<br />10d
<br />
<br />SEE 3/S
<br />FOR STUD
<br />CONNECTION
<br />
<br />2-#2 SYP 2x12 OR WIF85
<br />DOOR HDR. UNLESS NOTED
<br />OTHERWiSE (SEE PLAN)
<br />
<br />S.P.F. 2x4 w/l0d
<br />@8" O.C, ABOVE
<br />AN BELOW HDR.
<br />
<br />
<br />HEADER OPENING ~
<br />
<br />NO SCALE REV. 1- 7-04 AS
<br />UPLIFT CAP. AT HEADER 1 STRAP EA, END - 1255#
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<br />> LAST PLOT DATE @
<br />0 March 11, 2005
<br />Z DETAILS
<br />-I
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