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LAP SPLICE
<br />' I
<br />fy=40000
<br />PSI
<br />MISCELLANEOUS
<br />BARS
<br />TOP BARS
<br />BAR
<br />SIZE
<br />Ld
<br />LAP SPLICE
<br />Ld
<br />LAP SPLICE
<br />#3
<br />12"
<br />16"
<br />16"
<br />21"
<br />#4
<br />16"
<br />21"
<br />2111
<br />28"
<br />#5
<br />20"
<br />26"
<br />26"
<br />34"
<br />#6
<br />24"
<br />31"
<br />31"
<br />41"
<br />LAP SPLICE ' ® I fy=40000 PSI
<br />BAR
<br />MISCELLANEOUS BARS
<br />TOP BARS
<br />SIZE
<br />-
<br />Ld
<br />LAP SPLICE
<br />Ld
<br />LAP SPLICE
<br />#3
<br />12"
<br />16"
<br />16"
<br />21"
<br />#4
<br />15"
<br />20"
<br />20"
<br />26"
<br />#5
<br />20"
<br />26"
<br />26"
<br />34"
<br />#6
<br />24"
<br />31$$
<br />311$
<br />41"
<br />SPLICELAP
<br />fc'=3000 I
<br />fy=60000
<br />PSI
<br />MISCELLANEOUS
<br />BARS
<br />TOP BARS
<br />BAR
<br />SIZE
<br />Ld
<br />LAP SPLICE
<br />Ld
<br />LAP SPLICE
<br />#3
<br />16"
<br />21 "
<br />21 "
<br />2899
<br />#4
<br />22"
<br />28"
<br />28"
<br />37
<br />5
<br />27"
<br />36"
<br />36"
<br />46"
<br />#6
<br />33"
<br />43"
<br />438B
<br />56"
<br />NOTES:
<br />1. VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE WITH CLEAR SPACING > db,
<br />CLEAR COVER > db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db
<br />AND CLEAR COVER > db.
<br />2. DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld.
<br />3. TOP BAR = HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE BELOW OR AS NOTED ON
<br />DOCUMENTS AS "TOP BAR".
<br />4. UNO, ALL LAPS SHALL BE MINIMUM CLASS B OR CLASS B (TOP BARS).
<br />5. ALL TABULATED VALUES ARE IN INCHES.
<br />NOTES:
<br />1. VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE WITH CLEAR SPACING > db,
<br />CLEAR COVER > db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db
<br />AND CLEAR COVER > db.
<br />2. DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld.
<br />3. TOP BAR e HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE BELOW OR AS NOTED ON
<br />DOCUMENTS AS "TOP BAR".
<br />4. LINO, ALL LAPS SHALL BE MINIMUM CLASS B OR CLASS B (TOP BARS).
<br />5. ALL TABULATED VALUES ARE IN INCHES.
<br />I
<br />SOLID LUMBER PROPERTIES
<br />MEMBER SIZE
<br />SIZE
<br />SPECIES
<br />GRADE
<br />WALL STUD, BLOCKING
<br />2X4, 3X4, 2X6, 3X6
<br />HEMLOCK -FIR
<br />SPURCE-SPINE-FIR
<br />NR 2'
<br />SILL PLATE
<br />2X4, 3X4, 2X6, 3X6
<br />P.T. HEMLOCK -FIR
<br />NR 2'
<br />TOP PLATES
<br />2X4, 3X4, 2X6, 3X6
<br />HEMLOCK -FIR
<br />SPURCE-PINE-FIR
<br />NR 21
<br />POST
<br />4X4, 4X6, 4X8
<br />DOUGLAS FIR -LARCH
<br />NR 2
<br />FLOOR JOIST OR ROOF RAFTER
<br />2X6 THROUGH 2X12
<br />HEMLOCK -FIR
<br />SPURCE-PINE-FIR
<br />NR 2'
<br />BEAM
<br />4X6 THROUGH 4X12
<br />DOUGLAS FIR -LARCH
<br />NR 2'
<br />BEAM
<br />6X6 THROUGH 6X12
<br />DOUGLAS FIR -LARCH
<br />NR 1'
<br />POST OR TIMBER
<br />6X6, 6X8
<br />DOUGLAS FIR -LARCH
<br />NR 1'
<br />LEDGER
<br />2X AND 3X
<br />DOUGLAS FIR -LARCH
<br />NR 2
<br />LEDGER
<br />4X
<br />DOUGLAS FIR -LARCH
<br />NR 1
<br />I
<br />NOTES:
<br />1. USE MINIMUM THICKNESS AND MINIMUM APA RATING,
<br />MEMBER
<br />SIZE
<br />SPECIES
<br />COMB
<br />USES
<br />BEAMS
<br />ALL
<br />DF/DF
<br />24F-V4
<br />SIMPLE SUPPORT
<br />BEAMS
<br />ALL
<br />DF/DF
<br />24F-V8
<br />CONTINUOUS OR WITH CANTILEVER
<br />END
<br />COLUMNS
<br />ALL
<br />DF
<br />C-D
<br />POST OR TIMBER MEMBER
<br />NOTES:
<br />1. USE MINIMUM THICKNESS AND MINIMUM APA RATING.
<br />2. ALL WEATHER EXPOSED MEMBERS TO BE PRESSURE TREATED
<br />3. PRESSURE TREATED WOOD INCLUDES PRESERVATIVE AND FIRE TREATED
<br />SHEATHINGP TI
<br />LOCATION THICKNESS SPAN RATING PLYWOOD GRADE EXPOSURE
<br />ROOF 15/32 32/ 16 C-D 1
<br />FLOOR 23/32 T&G 24 OC S T URD-1 FLOOR 1
<br />WALLS 15/32 32/16 C-D 1
<br />HOLDOWN AT LEADERS
<br />(54) 10d COMMON:
<br />MSTC4SB3
<br />FLR-TO-HDR STRAP
<br />(12) @ FACE OF HDR,
<br />(2)2x STUDS
<br />3,930
<br />3,380'
<br />(HDR 91/4" MIN DEPTH)
<br />(4) @ BOTT OF HDR,
<br />(38) @ STUDS
<br />(56) 10d COMMON:
<br />MSTC66133
<br />FLR-TO-HDR STRAP
<br />(HDR 111/4" MIN DEPTH)
<br />(14) @ FACE OF HDR,
<br />(4) @ BOTT OF HDR,
<br />(2)2x STUDS
<br />4,440
<br />3,820'
<br />(38) @ STUDS-
<br />-
<br />-
<br />A
<br />I
<br />1
<br />I
<br />NOTES:
<br />1. WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING SHALL BE
<br />STAGGERED SO THAT JOINTS ON OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUDS.
<br />2. BLOCKING IS REQUIRED AT ALL UNSUPPORTED PANEL EDGES.
<br />3, PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS.
<br />ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS, OR DOORWAYS OR AS DESIGNATED ON PLANS.
<br />HOLDOWN REQUIREMENTS PER PLANS,
<br />4. SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLDOWN POSTS, EDGE NAILING MAY ALSO BE REQUIRED TO
<br />EACH STUD USED IN BUILT-UP HOLDOWN POSTS. ADDITIONAL INFORMATION PER HOLDOWN SCHEDULE &
<br />DETAILS.
<br />5. INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS. ATTACH SHEATHING TO INTERMEDIATE FRAMING '
<br />WITH 0,131"Ox�/2" NAILS AT 12"OC WHERE STUDS ARE SPACED AT 16"OC AND 0.131"Ox2)/2" NAILS AT 6"0C
<br />WHERE STUDS ARE SPACED AT 24"OC.
<br />6. "LTP5" SHALL BE ORIENTED LENGTHWISE (HORIZONTAL) AT PLATE TO RIM,
<br />7. BASED ON 0.131 "Ox1/1/2" NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO
<br />FRAMING, USE 0.131 "Ox 12✓2" NAILS WHERE INSTALLED OVER SHEATHING.
<br />8. SIMPSON "A35" MAY BE USED IN LIEU OF "LTP5"
<br />9. WHERE JOISTS ARE HUNG FROM MUD SILL, USE P.T. 3x RIPPED TO STEM WALL WIDTH W/COUNTER®SUNK
<br />ANCHOR BOLTS PER SHEAR WALL SCHEDULE.
<br />10. ANCHOR BOLTS SHALL BE PROVIDED WITH HOT -DIPPED GALVANIZED STEEL PLATE WASHERS 3"x3"x0.229"(MIN),
<br />THE HOLE IN THE PLATE WASHER MAY BE DIAGONALLY SLOTTED 1%6"x1%" PROVIDED A STANDARD CUT
<br />WASHER IS PLACED BETWEEN THE PLATE WASHER AND NUT. PLATE WASHER TO EXTEND TO WITHIN y" OF
<br />THE EDGE OF THE SILL PLATE ON THE SIDE(S) WITH SHEATHING. WHERE SHEAR WALLS ARE SHEATHED ON
<br />BOTH SIDES OF 2x6 WALL FRAMING, USE 4.5"x3"xO.229"(MIN) PLATE WASHERS. EMBED ANCHOR BOLTS 7"
<br />MINIMUM INTO THE CONCRETE.
<br />11. PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION 1k.1 THE FASTENERS. PROVIDE HOT -DIPPED
<br />GALVANIZED (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND CONI,ECTOR PLATES (FRAMING ANGLES, ETC,)
<br />FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS. ADDITIONAL INFORMATION
<br />PER STRUCTURAL NOTES.
<br />12. AT ADJOINING PANEL EDGES, (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF SINGLE 3x STUD.
<br />DOUBLE 2x STUDS SHALL BE CONNECTED TOGETHER BY NAILING THE STUDS TOGETHER WITH 3" LONG NAILS
<br />OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING.
<br />13. WHERE ABUTTING PANELS OR SILL PLATES REQUIRE 3x MINIMUM, NAIL STUDS TO 3x BOTTOM/SILL PLATES
<br />WITH (3) 0.148"001/4" TOENAILS.
<br />PANEL EDGE NAILING PER
<br />SHEAR WALL SCHEDULE
<br />SHEAR WALL PER PLAN
<br />PANEL EDGE NAILING PER
<br />SHEAR WALL SCHEDULE NAILING TO MATCH BOTTOM
<br />t
<br />PLATE NAILING PER SW SCHED
<br />SHEAR WALL PER PLAN
<br />TYPICAL lr WALL
<br />SHEAR WALL PER PLAN
<br />AND SCHEDULE---�
<br />i
<br />DBL STUD @ HOLDOWN MIN-'-
<br />y MSTCxxB3 STRAP PER PLAN
<br />AND SCHEDULE WHERE OCCURS
<br />I/SHEATHING
<br />ly
<br />F
<br />WALLFRAMING
<br />PER PLAN ;WHERE OCCURS
<br />(6) 1/4"Ox5" WOOD
<br />SCREWS AT BEAM EACH
<br />ZZ SIDE OF BLK'G
<br />� 0
<br />\_4x SOLID BLK'G BEHIND STRAP
<br />WHERE SHOWN ON THE PLAN
<br />MEMBER ALIGNED UNDER FACE OR
<br />STUD SHEAR WALL ABOVE
<br />TYPICAL L HOLDOWN AT FLOOR
<br />m • �..»»�
<br />T/SHTG
<br />qv
<br />SHEATHING PER PLAN
<br />RIM JOIST OR BEAM
<br />PER PLAN (NOTE-2)
<br />HEADER PER PLAN
<br />TRIMMER STUD, MUL
<br />PER PLAN OR GENT
<br />WHE
<br />NOTES:
<br />1. WALL SHEATHING NOT SHOWN FOR CLARITY
<br />2. WHERE ROOF ABOVE. RAFTERS OR PRE -MANUFACTURED
<br />TRUSSES PER PLAN REPLACES RIM JOIST
<br />WALL FRAMING PER PLAN,
<br />AR WALL WHERE LOCATED
<br />(NOTE-2)
<br />BLE TOP If-
<br />L FRAMING PER PLAN &
<br />GENERAL NOTES
<br />WOOD -FRAMED SHEAR WALL SCHEDULE
<br />FOR HEM -FIR STUD FRAMING WITH OSB SHEATHING
<br />BOTTOM PLATE & EDGE MEMBER REQUIREMENTS
<br />SILL PLATE REQUIREMENTS
<br />SW
<br />SW, SHEATHING
<br />NAIL SIZE &
<br />SPACING @
<br />RIM JOIST OR BLOCKING
<br />ATTACHMENT TO
<br />SHEAR LOAD
<br />CAPACITY (PLF)
<br />MIN LSL (OR PSL)
<br />HORIZ FRAMING
<br />TYPE
<br />APA-RATED
<br />PANEL EDGES
<br />TOP PLATE BELOW
<br />SHEAR FASTENERS TO
<br />WOOD FRAMING BELOW
<br />RIM BOARD THICKNESS
<br />MEMBER AT ABUTTING
<br />ANCHOR BOLT TO
<br />CONCRETE FOUNDATION
<br />SILL It AT
<br />FOUNDATION
<br />SEISMIC WIND
<br />( / )
<br />FRAMING BELOW REQ'D
<br />PANEL EDGES
<br />SW-1
<br />15/32" OSB OR
<br />1 0.'131 "0 x 21/2"
<br />CLIP @ 22"OC
<br />0.162"� x 3y"
<br />1 1/4"
<br />2x
<br />5 99
<br />/� @ 48 OC
<br />P.T. 2x
<br />241 / 340
<br />CD EX
<br />i @ 6"OC
<br />@ 6"OC
<br />SW-2
<br />15/32" OSB OR
<br />0.131 "0 x 21/ "
<br />2
<br />„
<br />CLIP @ 14 OC
<br />0.162"0 x 3y"
<br />1 "
<br />1 /4
<br />3x or FLAT 2x
<br />5/6„� @ 32"OC
<br />P.T. 2x
<br />353 / 445
<br />5 99
<br />/� 0 @ 48„ OC
<br />P.T. 3x
<br />®
<br />CD EX
<br />99
<br />@ 4 OC
<br />„
<br />@ 4 OC
<br />SW®3
<br />15/32 OSB OR
<br />1 „
<br />0.1310x2/2
<br />99
<br />CLIP @ 10 OC
<br />9> 99
<br />0.1620x3y
<br />3 99
<br />1 /4
<br />3x or FLAT 2x
<br />%"0 @ 24"OC
<br />P.T. 2x
<br />456 / 637
<br />5 99
<br />/� 0 @ 329, OC
<br />P.T. 3x
<br />CD EX
<br />0, 3 OC, STAGGERED
<br />„
<br />@ 4 OC
<br />SW-4
<br />15/32" OSB OR
<br />0 131 " 0 x 21/ "
<br />2
<br />Y9
<br />CLIP '@ 8 OC
<br />0.162" 0 x 3 "
<br />i2
<br />1
<br />3 /2
<br />3x or FLAT 2x
<br />%"0 @ 16"OC
<br />P.T. 2x
<br />595 / 832
<br />/� 5 " "
<br />0 @ 24 OC
<br />P.T. 3x
<br />CD EX
<br />@ 2"OC, STAGGERED
<br />@ 3"OC
<br />EDGE NAILING
<br />AT EACH STUD ® SPACING RIMBOARD
<br />10d NAILING PER �� ® PER SCHED
<br />SW SCHEDULE w
<br />1/8" EXPANSION JOINT
<br />SHEATHING EDGE
<br />v�
<br />NAILING PER
<br />z SCHEDULE
<br />PLAN VIEW e ABUTTING PANEL (2) ROW RIMBOARD NAILING
<br />EDGES AT SW3 & SW4
<br />cn
<br />bi SPACING 6" MIN
<br />PER SCHED END DIST
<br />RIMBOARD
<br />o
<br />SCREWS PER SCHED
<br />(2) ROW RIMBOARD SCREW��>1��.
<br />ATTACHMENT
<br />
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