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<br />SIMPSON "LSTA24" -
<br />@ 32" O.C.
<br />2
<br />O
<br />HEADER PER PLAN
<br />& SCHEDULE, TYP. v
<br />BEAM & HEADER
<br />ANCHORAGE PER
<br />SCHEDULE, TYP.
<br />IV
<br />NAIL STUDS TOGETHER
<br />w/ 16d NAILS EACH PLY
<br />@ 12" O.C.
<br />JACK STUDS PER
<br />SCHEDULE
<br />2x BLOCK UNDER
<br />STUDS @ HEADER
<br />FLOOR TRUSSES PER PLAN, TYP.
<br />PROVIDE SOLID ---
<br />BLOCKING UNDER
<br />@ JACK STUDS, TYP.
<br />HEADER PER PLAN -
<br />& SCHEDULE, TYP.
<br />BEAM & HEADER ---
<br />ANCHORAGE PER
<br />SCHEDULE, TYP.
<br />JACK STUDS PER
<br />SCHEDULE
<br />2x BLOCK UNDER
<br />STUDS @ HEADER
<br />O
<br />O
<br />LL
<br />FLOOR TRUSSES
<br /><[
<br />PER PLAN, TYP. Z
<br />PROVIDE SOLID
<br />BLOCKING UNDER p
<br />@ JACK STUDS, TYP. 0
<br />HEADER PER PLAN
<br />& SCHEDULE, TYP. d
<br />BEAM & HEADER ----
<br />ANCHORAGE PER
<br />SCHEDULE, TYP.
<br />JACK STUDS PER -
<br />SCHEDULE
<br />2x BLOCK UNDER
<br />STUDS @ HEADER
<br />FLOOR TRUSSES
<br />PER PLAN, TYP.
<br />HEADER PER PLAN—�
<br />& SCHEDULE, TYP.
<br />BEAM & HEADER -
<br />ANCHORAGE PER
<br />SCHEDULE, TYP.
<br />NAIL STUDS TOGETHER
<br />w/ 16d NAILS EACH PLY
<br />@ 12" O.C.
<br />JACK STUDS PER
<br />SCHEDULE
<br />IT 11
<br />Jv1Ai: FC)uNDATtQN
<br />TYP. HEADER
<br />TYP. STUD/TRUSS HOLD DOWN
<br />ROOF TRUSSES @ 24" O.C.
<br />�--- SIMPSON STRAP PER
<br />SCHEDULE, TYP. EACH
<br />TRUSS
<br />TYP. CONNECTION OF
<br />GIRDER TRUSS TO POST
<br />��- SIMPSON SP2 EVERY
<br />OTHER STUD
<br />PROVIDE DOUBLE
<br />STUD UNDER EA.
<br />GIRDER
<br />SOLID 2x BLOCKING
<br />@ MID -SPAN, TYP.
<br />-WOOD STUDS
<br />PER PLAN, TYP.
<br />FLOOR TRUSSES
<br />PER PLAN, TYP.
<br />,,,--SOLID 2x BLOCKING
<br />@ MID -SPAN, TYP.
<br />WOOD STUDS
<br />PER PLAN, TYP.
<br />FLOOR TRUSSES
<br />PER PLAN, TYP.
<br />,,,-SOLID 2x BLOCKING
<br />@ MID -SPAN, TYP.
<br />WOOD STUDS
<br />PER PLAN, TYP.
<br />FLOOR TRUSSES
<br />PER PLAN, TYP.
<br />::�: - HURRI-BOLT
<br />AS REQ'D.
<br />,,,,,-SOLID 2x BLOCKING
<br />@ MID -SPAN, TYP.
<br />,,,,-WOOD STUDS
<br />PER PLAN, TYP.
<br />P.T. BOTTOM PLATE TO
<br />SLAB CONNECTION PER
<br />PLAN, TYP. (U.N.O.)
<br />kT HIP GIRDER TRUSS
<br />)ROVIDE SIMPSON
<br />-iCP2 NAIL TO TRUSS
<br />TO DOUBLE STUD
<br />3ELOW
<br />IMPSON STRAP PER
<br />CHEDULE, TYP. EACH
<br />'RUSS
<br />LID 2x BLOCKING
<br />MID -SPAN, TYP.
<br />DUBLE STUD
<br />DOD STUDS
<br />2 PLAN, TYP.
<br />DOR TRUSSES
<br />2 PLAN, TYP.
<br />DUBLE STUD
<br />LID 2x BLOCKING
<br />MID -SPAN, TYP.
<br />DOD STUDS
<br />2 PLAN, TYP,
<br />:)OR TRUSSES
<br />2 PLAN, TYP.
<br />DUBLE STUD
<br />LID 2x BLOCKING
<br />MID -SPAN, TYP.
<br />DOD STUDS
<br />2 PLAN, TYP.
<br />)OR TRUSSES
<br />2 PLAN, TYP.
<br />RRl-BOLT
<br />REQ'D.
<br />LID 2x BLOCKING
<br />MID -SPAN, TYP.
<br />DOD STUDS
<br />2 PLAN, TYP.
<br />DUBLE STUD
<br />BOTTOM PLATE TO
<br />B CONNECTION PER
<br />N, TYP. (U.N.O.)
<br />-TYP GIRDER LTYP HIP GIRDER
<br />TYPICAL WALL HOLDDOWN WALL HIP END HOLDOWN
<br />OR GIDRDERS WALL @ GABLE END
<br />1 Typical Wood Stud Bearing Wall Elevation w/ C.R.T.S. - 4 Story Building
<br />4 04 SCALE: Y8" = 1'-0,,
<br />AT GABLE END TRUSS
<br />DROVIDE SIMPSON
<br />_TSA24 NAIL TO TRUSS
<br />Sa. TO DOUBLE STUD
<br />3ELOW @ 32" O.C.
<br />;IMPSON STRAP PER
<br />>CHEDULE, TYP. EACH
<br />TRUSS
<br />>IMPSON SP2 EVERY
<br />DTHER STUD
<br />DOUBLE STUD
<br />SOLID 2x BLOCKING @
<br />5-0" O.C. (MAX.), TYP.
<br />WOOD STUDS
<br />PER PLAN, TYP.
<br />OOR TRUSSES
<br />:R PLAN, TYP.
<br />IOUBLE STUD
<br />)LID 2x BLOCKING
<br />MID -SPAN, TYP.
<br />;OOD STUDS
<br />:R PLAN, TYP.
<br />OOR TRUSSES
<br />:R PLAN, TYP.
<br />IOUBLE STUD
<br />)LID 2x BLOCKING
<br />MID -SPAN, TYP.
<br />FOOD STUDS
<br />:R PLAN, TYP.
<br />OOR TRUSSES
<br />:R PLAN, TYP.
<br />JRRI-BOLT
<br />REQ'D.
<br />)LID 2x BLOCKING
<br />MID -SPAN, TYP.
<br />FOOD STUDS
<br />'R PLAN, TYP.
<br />IOUBLE STUD
<br />BOTTOM PLATE TO
<br />\B CONNECTION PER
<br />kN, TYP. (U.N.O.)
<br />K.
<br />2
<br />.049
<br />PRE-ENGINEERED ROC
<br />& GIRDER TRUSSES, TY
<br />HURRI-BOLT AS REQ'C
<br />-SOLID 2x BLOCKING I
<br />5-0" O.C. (MAX.), TYI
<br />PROVIDE (4) 2x4 STUDS
<br />UNDER EACH GIRDER m
<br />"O THRU BOLTS @ 12"
<br />OR 16d NAILS EACH PLY
<br />12" O.C. TYP. (U.N.O.)
<br />-PROVIDE 2x BLOCKING
<br />@ EACH VERT. STUD IN
<br />FLOOR SPACE, TYP.
<br />TRUSS ENG. TO PROVIDE A
<br />VERT. IN TRUSS AS REQ'D T
<br />TRANSFER LOADS THRU
<br />FLOOR SYSTEM
<br />�- HURRI-BOLT AS REQ'C
<br />__�SOLID 2x BLOCKING i
<br />5-0" O.C. (MAX.), TYI
<br />PROVIDE (4) 20 STUDS
<br />UNDER EACH GIRDER v
<br />"O THRU BOLTS @ 12"
<br />OR 16d NAILS EACH PLY
<br />12" O.C. TYP. (U.N.O.)
<br />-PROVIDE 2x BLOCKING
<br />@ EACH VERT. STUD IN
<br />FLOOR SPACE, TYP.
<br />TRUSS ENG. TO PROVIDE A
<br />VERT. IN TRUSS AS REQ'D T
<br />TRANSFER LOADS THRU
<br />FLOOR SYSTEM
<br />f - HURRI-BOLT AS REQ'C
<br />-SOLID 2x BLOCKING I
<br />5-0" O.C. (MAX.), TYI
<br />PROVIDE (4) 2x4 STUDS
<br />UNDER EACH GIRDER v
<br />Y" O THRU BOLTS @ 12"
<br />OR 16d NAILS EACH PLY
<br />12" O.C. TYP. (U.N.O.)
<br />- PROVIDE 2x BLOCKING
<br />@ EACH VERT. STUD IN
<br />FLOOR SPACE, TYP.
<br />TRUSS ENG. TO PROVIDE A
<br />VERT. IN TRUSS AS REQ'D T
<br />TRANSFER LOADS THRU
<br />FLOOR SYSTEM
<br />-SOLID 2x BLOCKING t
<br />5-0" O.C. (MAX.), TYi
<br />HURRI-BOLT AS REQ'C
<br />U !'J II► yli
<br />FOUN.DATION IFOINDATION '
<br />TYP. GIRDER HOLDDOWN
<br />FOR GIRDERS
<br />C.R.T.S. Wall Elevation for Girder Truss
<br />Uplift Loads more than 3,000 lb. - 4 Story
<br />I
<br />SCALE: %$' = 1'-0"
<br />NOTE: SEE TYPICAL BEARING STUD HOLDDOWN ELEVATION
<br />& TYPICAL DETAILS FOR ADDITIONAL INFORMATION
<br />SHEET NOTES
<br />FRAMING ELEVATIONS w/ C.R.T.S.
<br />A. SEE SHEET "S4.04.2" FOR SHEAR WALL SCHEDULE.
<br />B. SEE ARCH. DRAWINGS FOR FLOOR/WALL ASSEMBLY DESCRIPTIONS
<br />& FIRE RESISTANCE RATINGS, TYP.
<br />C. ANCHORAGE/STRAPPING FOR SHEAR WALLS ENDS NOT SHOWN
<br />FOR CLARITY. REFER TO SHEAR WALL SCHEDULE FOR
<br />REQUIREMENTS, TYP.
<br />D. HOLD-DOWN STRAPS TO BE INSTALLED OVER SHEATHING WHEN
<br />STRAP TYPES PERMIT, TYP. (U.N.O.)
<br />E. ANCHOR BOLTS: PROVIDE %" DIAMETER A307 ANCHOR BOLTS w/
<br />7" EMBED. @ INTERIOR LOAD BEARING & EXTERIOR FRAME WALLS.
<br />PLACE BOLTS AS PER ANCHORAGE OR SHEAR WALL SCHEDULE. w/
<br />MIN. 2 BOLTS PER PLATE & LOCATE BOLT P-0" FROM END OF PLATE.
<br />FOR HOLD DOWNS CONNECTED TO SLABS, COORD. ANCHOR
<br />BOLTS SIZE & LOCATION w/ MANUFACTURER'S REQ. & SHEAR WALL
<br />SCHEDULE.
<br />F. BOLT HOLES SHALL BE %6' LARGER THAN BOLT SIZE, TYP..
<br />RE -TIGHTEN ALL NUTS PRIOR TO CLOSING IN.
<br />G. STANDARD CUT WASHERS SHALL BE USED UNDER BOLT HEADS &
<br />NUTS AGAINST WOOD.
<br />H. PARTITION ANCHORS: SECURE ALL INTERIOR NON SHEAR WALL,
<br />NON LOAD BEARING PARTITIONS w/ CUT NAILS OR RAMSET
<br />ANCHORS SPACED 32" O.C. MAX., MIN. 2 ANCHORS PER PLATE.
<br />I. THE FOLLOWING WOOD GRADES SHALL BE THE MINIMUM
<br />ACCEPTABLE FOR THIS PROJECT:
<br />NON-STRUCTURAL STUDS ONLY:
<br />• STUD GRADE DOUGLAS FIR LARCH (DFL) - 2x4 & LARGER
<br />+ STUD GRADE SPRUCE PINE FIR (SPF) - 2x4 & LARGER.
<br />STRUCTURAL LIGHT FRAMING:
<br />• No. 2 SOUTHERN YELLOW PINE (SYP) 2x4 & LARGER
<br />• No. 2 DOUGLAS FIR LARCH (DFL) 2x4 & LARGER
<br />+ No. 2 SPRUCE PINE FUR (SPF) 2x4 & LARGER
<br />• STRUCTURAL GRADE No. 2 SOUTHERN YELLOW PINE (SYP) or No. 2
<br />DOUGLAS FIR LARCH (DFL) or No. 2 SPRUCE PINE FUR (SPF)
<br />FINGER JOINTED STUDS - 2x4 & LARGER.
<br />JOISTS AND HEADERS:
<br />+No. 2 SOUTHERN YELLOW PINE (SYP) 2x6 & LARGER
<br />• No. 2 DOUGLAS FIR LARCH (D.F.L.) 2x6 & LARGER.
<br />POSTS:
<br />• No. 2 SOUTHERN YELLOW PINE (SYP) 4x4 & LARGER
<br />• No. 2 DOUGLAS FIR LARCH (D.F.L.) 4x4 & LARGER.
<br />J. SEE SHEET "S4.04.3" FOR TYPICAL WALL FRAMING ELEVATIONS w/
<br />CONVENTIONAL STRAPPING SYSTEM.
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<br />SC&D PROJECT NO. 21-020
<br />FORUM PROJECT NO. 4097
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