|
LAP SPLICE I fy=40000 PSI
<br />BAR
<br />MISCELLANEOUS BARS
<br />TOP BARS
<br />SIZE
<br />Ld
<br />LAP SPLICE
<br />Ld
<br />LAP SPLICE
<br />3
<br />12"
<br />16"
<br />16"
<br />2199
<br />P{4
<br />1699
<br />2199
<br />21 "
<br />2899
<br />5
<br />20"
<br />26°"
<br />26"
<br />3499
<br />6
<br />24"
<br />31 '°
<br />311,
<br />41 99
<br />LAP SPLICE fc'=3000 PSI fy=40000 PSI
<br />BAR
<br />MISCELLANEOUS BARS
<br />TOP BARS
<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 />15"
<br />20"
<br />20"
<br />26"
<br />5
<br />20"
<br />26"
<br />26"
<br />34"
<br />6
<br />24"
<br />31"
<br />31"
<br />41"
<br />SPLICELAP I fy=60000 PSI
<br />I
<br />BAR
<br />MISCELLANEOUS BARS
<br />TOP BARS
<br />SIZE
<br />Ld
<br />LAP SPLICE
<br />Ld
<br />LAP SPLICE
<br />3
<br />16
<br />21
<br />21
<br />28
<br />4
<br />22"
<br />28"
<br />28"
<br />37"
<br />5
<br />2 7"
<br />36"
<br />36"
<br />46"
<br />6
<br />33"
<br />43"
<br />43
<br />56"
<br />DOTES:
<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 />HOOK BARS
<br />STANDARD 180 DEGREE HOOK STANDARD 90 DEGREE HOOK
<br />BAR DIA
<br />SIZE
<br />D AORG J D AORG
<br />3 6db 2 '9 5" -y 99 2 9➢89 6"
<br />4 6db 399 6" 4" 399 8"
<br />5 6db 3 ,9 7" 5" -p 99 10
<br />AORG
<br />9 0'
<br />D D) 180*
<br />o
<br />a
<br />4d 0
<br />2 1 /2" MIN
<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 />SOLID
<br />LUMBER
<br />PROPERTIES
<br />EMBER SIZE
<br />SIZE
<br />SPECIES
<br />GRADE
<br />WALL STUD, BLOCKING
<br />2X4,
<br />3X4., 2X6, 3X6
<br />HEMLOCK -FIR
<br />SPURCE-PINE-FIR
<br />NR
<br />2
<br />SILL PLATE
<br />2X4,
<br />3X4, 2X6, 3X6
<br />P.T. HEMLOCK -FIR
<br />NR
<br />2
<br />TOP PLATES
<br />2X4,
<br />3X4, 2X6, 3X6
<br />HEMLOCK -FIR
<br />SPURCE-PINE-FIR
<br />NR
<br />2
<br />POST
<br />4X4, 4X6, 4X8
<br />DOUGLAS FIR -LARCH
<br />NR
<br />2
<br />FLOOR JOIST OR ROOF RAF -TER
<br />2X8
<br />THROUGH 2X12
<br />HEMLOCK -FIR
<br />SPURCE-PINE-FIR
<br />NR
<br />2
<br />BEAM
<br />4X6
<br />THROUGH 4X12
<br />DOUGLAS FIR -LARCH
<br />NR
<br />2
<br />BEAM
<br />6X6
<br />THROUGH 6X12
<br />DOUGLAS FIR -LARCH
<br />NR
<br />1
<br />POST OR TIMBER
<br />6X6, 6X8
<br />DOUGLAS FIR -LARCH
<br />NR
<br />1
<br />LEDGER
<br />2X AND 3X
<br />DOUGLAS FIR -LARCH
<br />NR
<br />2
<br />LEDGER
<br />4X
<br />DOUGLAS FIR -LARCH
<br />NR
<br />1
<br />NOTES:
<br />1. USE MINIMUM THICKNESS AND MINIMUM APA RATING.
<br />GLUELAM TIMBER PROPERTIES
<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 />SHEATHING PROPERTIES
<br />LOCATION THICKNESS SPAN RAVING PLYWOOD E EXPOSURE
<br />ROOF 15/32 32/16 C-D 1
<br />FLOOR 23/32 T&G 24 OC STURD-➢ FLOOR 1
<br />WALLS 15/32 32/ 16 C-D 1
<br />NOTES:
<br />1. USE MINIMUM THICKNESS AND MINIMUM APA RATING,
<br />NOTES:
<br />1. ALL COMMON WIRE AND BOX NAILS SHALL CONFORM TO NOMINAL SIZES SPECIFIED IN ASTM F1667.
<br />I KA4
<br />_ Wall
<br />I
<br />BOTT
<br />•
<br />.. BOTT
<br />I,
<br />M'
<br />'
<br />r
<br />BOTT
<br />I
<br />l z�
<br />I � �
<br />a�Lij
<br />CD
<br />Q
<br />,w
<br />■
<br />I
<br />SPACING
<br />PER SCHED
<br />PANEL EDGE NAILING PER
<br />SHEAR WALL SCHEDULE
<br />PANEL EDGE NAILING PER
<br />�TSHEAR WALL SCHEDULE
<br />f VITA- lAlAl I no-n rs 1. -
<br />I t'lIVLL Ll.e'VL SC'-
<br />1 LY\
<br />SHEAR WALL SCHEDULE
<br />TYPICAL SHEAR WALL INTERSECT�ONS
<br />HOLDOWN AT HEADERS
<br />(54) 10d COMMON:
<br />MSTC48B3
<br />FLR-TO-HDR STRAP
<br />(HDR 91/4" MIN DEPTH)
<br />(12) @ FACE OF HDR,
<br />(4) @ BOTT OF HDR,
<br />(2)2x STUDS
<br />3,930
<br />3,380
<br />(38) @ STUDS
<br />(56) 1Od COMMON:
<br />MSTC66B3
<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 />-Ml
<br />RIMBOARD
<br />I�
<br />NAILING PER
<br />z SCHEDULE
<br />(2) ROW RMBOARD NAL6N
<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 />6. CONTINUOUS FOOTINGS ASSUME 8"X16" HIGH STEMWALL
<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"Ox2/" NAILS AT 12"OC WHERE STUDS ARE SPACED AT 16"OC AND 0.131"0)(2/l/2" NAILS AT 6"OC
<br />WHERE STUDS ARE SPACED AT 24"OC.
<br />& 175" 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"Ox2,1/2" NAILS WHERE INSTALLED OVER SHEATHING.
<br />& 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°°x3NO.229"(MIN).
<br />THE HOLE IN THE PLATE WASHER MAY BE DIAGONALLY SLOTTED 1%6"x1y4" PROVIDED A STANDARD CUT
<br />WASHER IS PLACED BETWEEN THE PLATE WASHER AND NUT, PLATE WASHER TO EXTEND TO WITHIN J/2" 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 IN THE FASTENERS, PROVIDE HOT -DIPPED
<br />GALVANIZED (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR 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 />SPACING 6" MIN
<br />PER SCHED END DIST
<br />z
<br />(2) ROW RI BA ® SCREW
<br />s§ `.14I t
<br />SCREtNS PER SCHED
<br />BOTTOM I.
<br />,,, T/SHEATIHIl'
<br />SHEATHING PER PLAN
<br />RIM JOIST OR BEAM
<br />PER PLAN (NOTE-2)
<br />BOTTOM R
<br />HEADER PER PLAN
<br />TRIMMER STUD, MUL
<br />PER PLAN OR GENI
<br />WHErcr- v_UUMILU
<br />!VOTES:
<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 />•l0
<br />T/SHTG
<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 GENI
<br />WHE
<br />(VOTES:
<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 />TALL FRAMING PER PLAN,
<br />RWALL WHERE LOCATED
<br />(NOTE-2)
<br />3LE TOP It
<br />FRAMING PER PLAN &
<br />GENERAL NOTES
<br />WALL FRAMING PER PLAN,
<br />AR WALL WHERE LOCATED
<br />(NOTE-2)
<br />ISLE TOP E
<br />L FRAMING PER PLAN &
<br />GENERAL NOTES
<br />M TYPICAL HEADER FRAMING FLUSH WITH BOTTOM OF JOIST I
<br />WOOD -FRAMED SHEAR WALL SCHEDULE
<br />FOR HEM -FIR STUD FRAMING / 8d SHEATHING NAILS
<br />SW
<br />S!!� SHEATHING
<br />BASE PLATE
<br />FRAMING CLIP
<br />FRAMING AT
<br />BLOCKING
<br />ANCHOR BOLT TO
<br />SILL PLATE AT
<br />MUDSILL ANCHOR
<br />SHEAR WALL
<br />SWEAR WALL
<br />TYPE
<br />APA-RATED
<br />EDGE NAILING
<br />NAILING
<br />TO WALL BELOW
<br />PANEL EDGES
<br />AT PANEL
<br />CONCRETE
<br />FOUNDATION
<br />(OPT➢ON IN LIEU OF
<br />CAPACITY' (PLF)
<br />CAPACITY (PLF)
<br />EDGES
<br />FOUNDATION
<br />ANCHOR BOLTS)
<br />(SEISM➢C)
<br />pm)
<br />SW-1
<br />15
<br />%32 CD-EXT
<br />0.131 "0 x 2,V2"
<br />0.162"0 x 31/299
<br />CLIP @ 1COO
<br />2x
<br />2x
<br />%"0 @ 44"OC
<br />P.T. 2x
<br />9
<br />CLII] @ 36OC
<br />242
<br />339
<br />@ 6"OC
<br />@ 5"OC
<br />"0 @ 44"OC
<br />P.T. 3x
<br />�
<br />SW-2
<br />1 �299 CD-EXT
<br />0.131 "0
<br />0.162'°0 x 31/299
<br />CLIP @ 12"OC
<br />2x
<br />3x ®r-�
<br />"0 @ 28"OC
<br />P.T. 2x
<br />CLIP @ 24"OC
<br />353
<br />495
<br />"0 @ 48"OC
<br />P.T. 3x
<br />®
<br />94x
<br />@ 4 OC
<br />@ 4 OC
<br />FLAT 2x
<br />Lu
<br />0.131"o x 2? "
<br />0.162"s� x 31/219
<br />3x
<br />0"0 @ 20"OC
<br />P.T. 2x
<br />SW-3
<br />15
<br />/2 CD-EXT
<br />@ 3"OC
<br />CLIP @ 8''0C
<br />2x
<br />®r
<br />FLAT 2x
<br />9
<br />@ 18 OC
<br />456
<br />637
<br />STAGGERED@
<br />5�990 @ 32"OC
<br />P.T. 3xCLIP
<br />0.131890 x 2)/2"
<br />0.162" 0 x 31/299
<br />3x or
<br />�6y 0 @ 19 "OC
<br />P.T. 2x
<br />SW-4
<br />15
<br />/2" CD-EXT
<br />@ 2"OC,
<br />@ 2 „OC
<br />CLIP @ 6"OC
<br />2x
<br />FLAT 2x
<br />CLIP @ 14 OC
<br />595
<br />832
<br />STAGGERED
<br />��99� @ 24"OC
<br />P.T. 3x
<br />pay
<br />LLLu „y
<br />9
<br />5W-5
<br />1 %3299 CD-EXT
<br />0.131 % x 2� "
<br />99 2
<br />@ 4 OC,
<br />0.162"0 x 31/2"
<br />89
<br />@ 3 OC
<br />99
<br />CLIP @ b OC
<br />3x OR
<br />3x
<br />5 99 9
<br />� � @ 24' OC
<br />P.T. 3x
<br />99
<br />CLIP @ 12 OC
<br />707
<br />990
<br />BOTH SIDES
<br />STAGGERED
<br />STAGGERED
<br />STAGGERED 2x
<br />Lb
<br />0
<br />15 CD -EXT
<br />0.131990 x
<br />0.162" � x 31/2"
<br />CLIP @ 8 OC
<br />3x OR
<br />®
<br />SW-6
<br />32"
<br />BOTH SIDES
<br />@ 3"OC,
<br />@ 2"OC
<br />BOTH SIDES,
<br />STAGGERED 2x
<br />3x
<br />�f "0 @ 16"OC
<br />P.T. 3x
<br />CLIP @ 9"OC
<br />911
<br />1274
<br />STAGGERED
<br />STAGGERED
<br />STAGGERED
<br />
|