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LAP SPLICE SCHEDULE "CLASS B" (STRAIGHT BARS)
<br />TOP REINF.
<br />SLOPE 1:12 MAX.
<br />TYP.
<br />112" OR WIRED
<br />IN CONTACT
<br />BOT. REINF.
<br />WHERE "a" IS THE CLEAR COVER,
<br /> "b" IS THE CLEAR SPACING AND
<br /> "d" IS THE BAR DIA.BEAM/SLAB ELEVATION VIEW BEAM/SLAB PLAN VIEW
<br />WALL ELEVATION *
<br />*STAGGER NOT REQUIRED AT
<br />WALL FOUNDATION DOWELS
<br />3000 PSI
<br />4000 PSI
<br />5000 PSI
<br />CONCRETE
<br />STRENGTH
<br />3000 PSI
<br />4000 PSI
<br />5000 PSI
<br />Fc'
<br />#11
<br />54 6542
<br />61
<br />70
<br />47
<br />41
<br />36
<br />84
<br />73
<br />54
<br />47
<br />43
<br />49
<br />56
<br />28
<br />31
<br />36
<br />9550 73
<br />106
<br />122
<br />81
<br />71
<br />63
<br />56
<br />65
<br />43
<br />37
<br />34
<br />94
<br />81
<br />49
<br />54
<br />63
<br />TOP
<br />#5
<br />TOPOTHER TOPOTHER
<br />#6
<br />OTHER
<br />#7
<br />94
<br />105
<br />81
<br />70
<br />63
<br />83108 122
<br />93
<br />107139
<br />121
<br />72
<br />62
<br />5672
<br />81
<br />93
<br />157
<br />136
<br />121
<br />81
<br />91
<br />105
<br />137 152106
<br />177
<br />153
<br />92
<br />102
<br />118
<br />196
<br />170118
<br />136
<br />102
<br />113
<br />13191
<br />79
<br />70
<br />OTHEROTHERTOP
<br />#8
<br />BAR
<br />TOP
<br />#9
<br />OTHERTOP
<br />#10
<br />TOP
<br />117
<br />131
<br />151
<br />101
<br />87
<br />78
<br />OTHERTOP
<br />#4
<br />OTHER
<br />2937
<br />2533
<br />2329
<br />4356
<br />3749
<br />3243
<br />CLEAR
<br />COVER > d
<br />AND CLEAR
<br />SPACING > 2d
<br />HO
<br />O
<br />K
<br />STANDARD
<br />ST
<br />R
<br />A
<br />I
<br />G
<br />H
<br />T
<br />312825222017143000 PSI
<br />15
<br />4000 PSI
<br />5000 PSI 11 13 17 20 22 24
<br />#7
<br />DEVELOPMENT LENGTH SCHEDULE "CLASS A" (STRAIGHT & HOOKED BARS)
<br />32
<br />36
<br />42
<br />22
<br />4000 PSI
<br />3000 PSI
<br />5000 PSI
<br />5000 PSI 42
<br />47
<br />54
<br />28 34
<br />65
<br />56
<br />50
<br />49
<br />94
<br />81
<br />73
<br />26
<br />50
<br />43
<br />39
<br />24
<br />28
<br />OTHER
<br />CONCRETE
<br />STRENGTH
<br />4000 PSI
<br />3000 PSI
<br />Fc'
<br />31
<br />#5
<br />36
<br />TOP OTHER
<br />43
<br />37
<br />#6
<br />TOP
<br />63
<br />54
<br />33
<br />29
<br />TOP
<br />63
<br />121
<br />105
<br />94
<br />56
<br />107
<br />93
<br />83
<br />38
<br />72
<br />63
<br />56
<br />43
<br />83
<br />72
<br />64
<br />48
<br />93
<br />81
<br />72
<br />5470
<br />105
<br />91
<br />81
<br />136
<br />118
<br />106
<br />81
<br />70
<br />TOP
<br />72
<br />62
<br />48
<br />42
<br />TOPOTHER
<br />55
<br />48
<br />BAR
<br />#8
<br />OTHER
<br />62
<br />54
<br />#9
<br />OTHER
<br />70
<br />61
<br />91
<br />79
<br />#10
<br />OTHERTOP
<br />60
<br />116
<br />101
<br />90
<br />78
<br />151
<br />131
<br />117
<br />78
<br />67
<br />OTHER
<br />101
<br />87
<br />#11
<br />TOPOTHER
<br />#4
<br />TOP
<br />2229
<br />1925
<br />1723
<br />3343
<br />2937
<br />2634
<br />11
<br />9
<br />CLEAR
<br />COVER > d
<br />AND CLEAR
<br />SPACING > 2d
<br />2725221917151210
<br />NOTES:
<br />1.TABULATED VALUES AND NOTES ARE PER ACI318-14.
<br />2.SPLICES SHALL BE CONTACT TENSION LAP SPLICES U.N.O.
<br />3.LENGTHS SHOWN ARE FOR GRADE 60 UNCOATED BARS.
<br />4.ALL LAP SPLICES SHALL BE CLASS B, UNLESS CLASS A IS
<br />SPECIFICALLY APPROVED BY THE ENGINEER.
<br />5.THE SCHEDULES SHOWN ON THIS DETAIL APPLY TO NORMAL
<br />WEIGHT CONCRETE.
<br />6.FOR LIGHTWEIGHT CONCRETE, INCREASE LAP SPLICE LENGTH BY
<br />33%.
<br />7.ALL HORIZONTAL AND VERITICAL SPLICES SHALL BE STAGGERED
<br />AS SHOWN BELOW WHERE POSSIBLE U.N.O. WHERE SPLICES ARE
<br />NOT STAGGERED THE LAP SPLICE LENGTH SHALL BE INCREASED
<br />BY 30%.
<br />8.THE SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING
<br />BARS OF DIFFERENT SIZES.
<br />9.TOP BARS ARE HORIZONTAL BARS PLACED SO THAT MORE THAN
<br />12" OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.
<br />NOTE:
<br />1. T=TOP BAR, L=LAP SPLICE LENGTH
<br />2. "d" INDICATES BAR DIAMETER.
<br />3. ALL DIMENSIONS SHOWN IN TABLE ABOVE ARE IN INCHES.
<br />10.LAP LENGTHS SPECIFICALLY DETAILED ON DRAWINGS
<br />SHALL GOVERN IN LIEU OF THE LAP LENGTHS SCHEDULED.
<br />OTHERWISE, ALL DETAILING AND PLACEMENT OF
<br />REINFORCING SHALL COMPLY WITH THE LAP SPLICE
<br />SCHEDULES AND DETAILS.
<br />11.BUNDLED BAR SPLICES:
<br />a) INDIVIDUAL BAR SPLICES WITHIN THE BUNDLE SHALL
<br /> NOT OVERLAP EACH OTHER.
<br />b) INCREASE LAP LENGTH 20% AT THREE BAR BUNDLES.
<br />c) INCREASE LAP LENGTH 33% AT FOUR BAR BUNDLES.
<br />12.FOR #14 AND #18 BARS, USE MECHANICAL SPLICE IN
<br />ACCORDANCE WITH ACI-318 REQUIREMENTS.
<br />13.EPOXY COATED BAR DEVELOPMENT & SPLICES:
<br />HOOKS: INCREASE DEVELOPMENT & LAP LENGTH 20%.
<br />13. CONT.
<br />STRAIGHT BARS:
<br />a) WHEN CONCRETE COVER IS LESS THAN 3d OR CLEAR
<br /> SPACING IS LESS THAN 6d, INCREASE DEVELOPMENT &
<br /> LAP LENGTH 50%.
<br />b) FOR OTHER CASES, INCREASE LAP LENGTH 20%.
<br />14. HOOK PORTION OF SCHEDULE ASSUMES A STANDARD 90° HOOK.
<br />15. SEISMIC CONDITIONS:
<br />a) SEISMIC DIAPHRAGM AND COLLECTOR BARS REQUIRE NO
<br />INCREASE TO HOOK OR LAP SPLICE LENGTHS.
<br />b) VERTICAL BARS OF SPECIAL REINFORCED CONCRETE
<br />WALLS SHALL HAVE A BOTTOM BAR LAP SPLICE
<br />INCREASED BY 25%.
<br />c) DEVELOPMENT LENGTHS AND LAP SPLICES FOR
<br />CONCRETE SPECIAL MOMENT RESISTING FRAMES ARE
<br />NOT COVERED BY THIS DETAIL AND MUST MEET ALL
<br />ACI 318 CHAPTER 18 REQUIREMENTS.
<br />OTHER
<br />CASES
<br />OTHER
<br />CASES
<br />"d""b"
<br />"a
<br />"
<br />"a"
<br />L
<br />12
<br />d
<br />
<br />O
<br />R
<br />12
<br />"
<br />
<br />M
<br />I
<br />N
<br />.
<br />d
<br />L
<br />6" MAX.
<br />11 2" MIN.
<br />L 12d OR
<br />12" MIN.d
<br />L L
<br />L 12d OR
<br />12" MIN.d
<br />6"
<br />
<br />M
<br />A
<br />X
<br />.
<br />11
<br />2"
<br />M
<br />I
<br />N
<br />.
<br />FOOTING 1
<br />1
<br />2
<br />10'-0" MIN.
<br />9"
<br />GROUND LINE
<br />BACKFILL
<br />PER SPECS
<br />BOTTOM OF TRENCH
<br />EXCAVATION SHALL NOT
<br />EXTEND BELOW THIS LINE
<br />COMPACTED FILL 90% DENSITY
<br />2
<br />1'-6"
<br />MIN.
<br />TRENCH
<br />EXCAVATION
<br />NOTE:
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING,
<br />SHEATHING OR OTHERWISE MAINTAINING THE SIDES OF THE
<br />EXCAVATION FROM CAVE-INS UNTIL ALL BACKFILL IS COMPLETED
<br />PER SPECIFICATIONS
<br />SLEEVES 2" LARGER
<br />THAN O.D. OF PIPES D OF
<br />SLEEVE
<br />PIPE THRU
<br />FOOTING WALL
<br />FOR PIPES IN THIS AREA
<br />LOWER FOOTING SO
<br />PIPES PASS THRU FTG
<br />WALL
<br />EQUAL
<br />NOTES:
<br />FOR PIPES 3'-0" OR LESS BELOW FTG, PROVIDE SLEEVE AND CONCRETE AS
<br />SHOWN; MORE THAN 3'-0" COMPACT BACKFILL OVER PIPE TO 90% AS APPROVED
<br />BY SOILS ENGINEER, OR USE STEPPED FOOTING BELOW PIPE.
<br />6"
<br />3'
<br />-
<br />0
<br />"
<br />D+1'-6"
<br />6"
<br />MI
<br />N
<br />.
<br />6"
<br />6"
<br />COMPACTED
<br />FILL SAND
<br />2'-0"
<br />LAP
<br />3"
<br />CL
<br />R
<br />.
<br />5"
<br />#5 T.&B. DOWELS
<br />TO MATCH FTG. REINF.
<br />SPACING & QUANTITY
<br />DRILL & EPOXY
<br />W/ SIMPSON SET 3G
<br />(ICC ESR-4057)
<br />UTILITY PIPES OR
<br />CONDUITS. VERIFY W/
<br />ELECT., MECH. &
<br />PLUMBING DWGS.
<br />5"
<br />MIN.
<br />4'-0" MAX.
<br />SAWCUT EXISTING SLAB FOR
<br />NEW UTILITY LINE & REPLACE
<br />SLAB ON GRADE
<br />#4 CONT. @
<br />12" O.C.
<br />FOOTING
<br />(N) FOOTING (E) FOOTING
<br />EXISTING SLAB
<br />#4 DOWELS @ 24" O.C.
<br />STAGGERED DRILL & EPOXY W/
<br />SIMPSON SET 3G (ICC ESR-4057)
<br />NOTE:
<br />PENETRATIONS THROUGH BEAMS ARE PERMITTED ONLY WITH THE REVIEW OF THE
<br />STRUCTURAL ENGINEER.
<br />D
<br />11 2"2"
<br />BEAM REINF. SEE
<br />PLAN
<br />1'-6"
<br />TYP.
<br />℄ PIPE SLEEVE
<br />C
<br />P
<br />I
<br />P
<br />E
<br />
<br />S
<br />L
<br />E
<br />E
<br />V
<br />E
<br />SEE PLANS FOR LOCATION
<br />AND SIZE OF PIPE SLEEVE
<br />1"
<br />CL
<br />R
<br />.
<br />1"
<br />CL
<br />R
<br />.
<br />REINFORCED CONC.
<br />BEAM W/ SLAB
<br />INDICATED
<br />ADD TWO STIRRUP
<br />SAME SIZE AS BEAM
<br />STIRRUP EA. SIDE
<br />(2) #5 x 4'-0" @
<br />SLEEVES > 6"Ø
<br />D/
<br />3
<br />MI
<br />N
<br />.
<br />D/
<br />3
<br />MA
<br />X
<br />.
<br />D/
<br />3
<br />MI
<br />N
<br />.
<br />ELEVATION
<br />L
<br />WIDTH OF
<br />EXCAVATION
<br />(E) PAVING
<br />NO SHORING
<br />INSIDE VERTICAL LINES
<br />TEMP
<br />SHORING
<br />TEMP
<br />SHORING
<br />(E) PAVING
<br />1
<br />1
<br />1
<br />1 DE
<br />P
<br />T
<br />H
<br />
<br />O
<br />F
<br />
<br />F
<br />T
<br />G
<br />.
<br />EX
<br />C
<br />A
<br />V
<br />A
<br />T
<br />I
<br />O
<br />N
<br />(#8 OR SMALLER)
<br />(#5 OR SMALLER)
<br />180°
<br />TYPICAL HOOKS & BENDS
<br />90°
<br />D D
<br />45°
<br />D D
<br />45°
<br />D D
<br />90°135°
<br />TIES & STIRRUPS
<br />Ls = LAP SPLICE
<br />D = 6d FOR #3 THRU #8
<br />D = 8d FOR #9 THRU #11
<br />D = 4d MIN. FOR TIES & STIRRUPS
<br /> (#5 OR SMALLER)
<br />4d 21 2"
<br />MIN.
<br />12
<br />d
<br />d
<br />6d
<br />81
<br />2"
<br />M
<br />I
<br />N
<br />.
<br />6d
<br />312" M
<br />I
<br />N
<br />.
<br />d
<br />NUMBER AND TYPE OF
<br />FASTENER
<br />DESCRIPTION OF BUILDING
<br />ELEMENTS
<br />SPACING AND
<br />LOCATION
<br />1.BLOCKING BETWEEN CEILING JOISTS,
<br />RAFTERS OR TRUSSES TO TOP PLATE OR
<br />OTHER FRAMING BELOW
<br />BLOCKING BETWEEN RAFTERS OR TRUSS
<br />NOT AT THE WALL TOP PLATE, TO RAFTER
<br />OR TRUSS
<br />FLAT BLOCKING TO TRUSS AND WEB FILLER
<br />2.CEILING JOISTS TO TOP PLATE
<br /> 3.CEILING JOIST NOT ATTACHED TO PARALLEL
<br />RAFTER, LAPS OVER PARTITIONS (NO
<br />THRUST)
<br />(SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1)
<br />4.CEILING JOIST ATTACHED TO PARALLEL
<br />RAFTER (HEEL JOINT) (SEE SECTION
<br />2308.7.3.1, TABLE 2308.7.3.1)
<br />5.COLLAR TIE TO RAFTER
<br />6.RAFTER OR ROOF TRUSS TO TOP PLATE
<br />(SEE SECTION 2308.7.5, TABLE 2308.7.5)
<br />7.ROOF RAFTERS TO RIDGE VALLEY OR HIP
<br />RAFTERS; OR ROOF RAFTER TO 2-INCH
<br />RIDGE BEAM
<br />3-8d COMMON (21 2"x 0.131"); OR
<br />3-10d BOX (3"x 0.128"); OR
<br />3-3"x 0.131"NAILS; OR
<br />3-3"14 GAGE STAPLES, 7 16"CROWN
<br />2-8d COMMON (21 2"x 0.131")
<br />2-3"x 0.131" NAILS
<br />2-3" 14 GAGE STAPLES
<br />2-16d COMMON (31 2"x 0.162")
<br />3-3"x 0.131" NAILS
<br />3-3" 14 GAGE STAPLES
<br />16d COMMON (31 2"x 0.162") @ 6" O.C.
<br />3"x 0.131" NAILS @ 6" O.C. '
<br />3"x 14 GAGE STAPLES @ 6" O.C.
<br />3-8d COMMON (21 2"x 0.131"); OR
<br />3-10d BOX (3"x 0.128"); OR
<br />3-3"x 0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7 16" CROWN
<br />3-16d COMMON (31 2"x 0.162"); OR
<br />4-10d BOX (3"x 0.128"); OR
<br />4-3"x 0.131" NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7 16" CROWN
<br />PER TABLE 2308.7.3.1
<br />3-10d COMMON (3"x 0.148"); OR 4-10d BOX
<br />(3"x 0.128"); OR
<br />4-3"x 0.131" NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7 16" CROWN
<br />3-10d COMMON (3"x 0.148"); OR
<br />3-16d BOX (31 2"x 0.135"); OR
<br />4-10d BOX (3"x 0.128"); OR
<br />4-3"x 0.131 NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7 16" CROWN
<br />2-16d COMMON (31 2"x 0.162"); OR
<br />3-10d BOX (3"x 0.128"); OR
<br />3-3"x 0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7 16" CROWN; OR
<br />3-10d COMMON (31 2"x 0.148"); OR 3-16d BOX
<br />(31 2"x 0.135"); OR
<br />4-10d BOX (3"x 0.128"); OR
<br />4-3"x 0.131" NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7 16" CROWN
<br />EACH END, TOENAIL
<br />EACH END, TOENAIL
<br />END NAIL
<br />FACE NAIL
<br />EACH JOIST, TOENAIL
<br />FACE NAIL
<br />FACE NAIL
<br />FACE NAIL
<br />TOENAILc
<br />END NAIL
<br />TOENAIL
<br />ROOF
<br />WALL
<br />NUMBER AND TYPE OF
<br />FASTENER
<br />DESCRIPTION OF BUILDING
<br />ELEMENTS
<br />SPACING AND
<br />LOCATION
<br />FLOOR
<br />22.JOIST TO SILL, TOP PLATE, OR GIRDER
<br />23.RIM JOIST, BAND JOIST, OR BLOCKING TO
<br />TOP PLATE, SILL OR OTHER FRAMING BELOW
<br />24.1"x 6" SUBFLOOR OR LESS TO EACH JOIST
<br />25.2" SUBFLOOR TO JOIST OR GIRDER
<br />26.2" PLANKS (PLANK & BEAM -FLOOR & ROOF)
<br />27.BUILT-UP GIRDERS AND BEAMS, 2" LUMBER
<br />LAYERS
<br />28.LEDGER STRIP SUPPORTING JOISTS OR
<br />RAFTERS
<br />29.JOIST TO BAND JOIST OR RIM JOIST
<br />30.BRIDGING OR BLOCKING TO JOIST, RAFTER
<br />OR TRUSS
<br />3-8d COMMON (21 2"x 0.131"); OR
<br />3-10d BOX (3"x 0.128"); OR
<br />3-3"x 0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7 16" CROWN
<br />8d COMMON (212"x 0.131"); OR
<br />10d BOX (3"x 0.128"); OR
<br />3"x 0.131" NAILS; OR
<br />3" 14 GAGE STAPLES, 7 16" CROWN
<br />2-8d COMMON (212"x 0.131"); OR
<br />2-10d BOX (3"x 0.128")
<br />2-16d COMMON (312"x 0.162")
<br />2-16d COMMON (312"x 0.162")
<br />20d COMMON (4"x 0.192")
<br />10d BOX (3"x 0.128"); OR
<br />3"x 0.131" NAILS; OR
<br />3" 14 GAGE STAPLES, 7 16" CROWN
<br />AND:
<br />2-20d COMMON (4"x 0.192"); OR 3-10d BOX
<br />(3"x 0.128"); OR
<br />3-3"x 0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7 16" CROWN
<br />3-16d COMMON (31 2"x 0.162"); OR
<br />4-10d BOX (3"x 0.128"); OR
<br />4-3"x 0.131" NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7 16" CROWN
<br />3-16d COMMON (31 2"x 0.162"); OR
<br />4-10d BOX (3"x 0.128"); OR
<br />4-3"x 0.131" NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7 16" CROWN
<br />2-8d COMMON (212"x 0.131"); OR
<br />2-10d BOX (3"x 0.128"); OR
<br />2-3"x 0.131" NAILS; OR
<br />2-3" 14 GAGE STAPLES, 7 16" CROWN
<br />TOENAIL
<br />6" O.C., TOENAIL
<br />FACE NAIL
<br />FACE NAIL
<br />EACH BEARING, FACE
<br />NAIL
<br />32" O.C., FACE NAIL AT
<br />TOP AND BOTTOM
<br />STAGGERED ON
<br />OPPOSITE SIDES
<br />24" O.C. FACE NAIL AT
<br />TOP AND BOTTOM
<br />STAGGERED ON
<br />OPPOSITE SIDES
<br />ENDS AND AT EACH
<br />SPLICE, FACE NAIL
<br />EACH JOIST OR RAFTER,
<br />FACE NAIL
<br />END NAIL
<br />EACH END, TOENAIL
<br />8.STUD TO STUD (NOT AT BRACED WALL
<br />PANELS)
<br />9.STUD TO STUD AND ABUTTING STUDS AT
<br />INTERSECTING WALL CORNERS (AT
<br />BRACED WALL PANELS)
<br />10.BUILT-UP HEADER (2" TO 2" HEADER)
<br />11.CONTINUOUS HEADER TO STUD
<br />12.TOP PLATE TO TOP PLATE
<br />13.TOP PLATE TO TOP PLATE, AT END JOINTS
<br />14.BOTTOM PLATE TO JOIST, RIM JOIST,
<br />BAND JOIST OR BLOCK- ING (NOT AT
<br />BRACED WALL PANELS)
<br />15.BOTTOM PLATE TO JOIST, RIM JOIST,
<br />BAND JOIST OR BLOCK- ING AT BRACED
<br />WALL PANELS
<br />16.STUD TO TOP OR BOTTOM PLATE
<br />17.TOP OR BOTTOM PLATE TO STUD
<br />18.TOP PLATES, LAPS AT CORNERS AND
<br />INTERSECTIONS
<br />19.1" BRACE TO EACH STUD AND PLATE
<br />20.1"x 6" SHEATHING TO EACH BEARING
<br />21.1"x 8" AND WIDER SHEATHING TO EACH
<br />BEARING
<br />16d COMMON (31 2"x 0.162");
<br />10d BOX (3"x 0.128"); OR
<br />3"x 0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7 16" CROWN
<br />16d COMMON (31 2"x 0.162");
<br />16d BOX (312x 0.135")
<br />3"x 0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7 16" CROWN
<br />16d COMMON (31 2"x 0.162"); OR
<br />16d BOX (312x 0.135")
<br />4-8d COMMON (21 2"x 0.131"); OR
<br />4-10d BOX (3"x 0.128")
<br />16d COMMON (31 2"x 0.162"); OR
<br />10d BOX (3"x 0.128"); OR
<br />3"x 0.131" NAILS; OR
<br />3" 14 GAGE STAPLES, 7 16" CROWN
<br />8-16d COMMON (31 2"x 0.162"); OR
<br />12-10d BOX (3"x 0.128"); OR 12-3"x 0.131"
<br />NAILS; OR
<br />12-3" 14 GAGE STAPLES, 7 16" CROWN
<br />16d COMMON (31 2"x 0.162"); OR
<br /> 16d BOX (31 2"x 0.135"); OR
<br />3"x 0.131" NAILS; OR
<br />3" 14 GAGE STAPLES, 7 16" CROWN
<br />2-16d COMMON (31 2"x 0.162"); OR
<br />3-16d BOX (31 2"x 0.135"); OR
<br />4-3"x 0.131" NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7 16" CROWN
<br />4-8d COMMON (21 2"x 0.131"); OR
<br />4-10d BOX (3"x 0.128"); OR
<br />4-3"x 0.131" NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7 16" CROWN OR
<br />2-16d COMMON (31 2"x 0.162");
<br />OR 3-10d BOX (3"x 0.128"); OR 3-3"x 0.131"
<br />NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7 16" CROWN
<br />2-16d COMMON (31 2"x 0.162"); OR
<br />3-10d BOX (3"x 0.128"); OR
<br />3-3"x 0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7 16" CROWN
<br />2-16d COMMON (31 2"x 0.162"); OR
<br />3-10d BOX (3"x 0.128"); OR
<br />3-3"x 0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7 16" CROWN
<br />2-8d COMMON (21 2"x 0.131"); OR
<br />2-10d BOX (3"x 0.128"); OR
<br />2-3"x 0.131" NAILS; OR
<br />2-3" 14 GAGE STAPLES, 7 16" CROWN
<br />2-8d COMMON (21 2"x 0.131"); OR
<br />2-10d BOX (3"x 0.128")
<br />3-8d COMMON (21 2"x 0.131"); OR
<br />3-10d BOX (3"x 0.128")
<br />24" O.C. FACE NAIL
<br />16" O.C. FACE NAIL
<br />16" O.C. FACE NAIL
<br />12" O.C. FACE NAIL
<br />12" O.C. FACE NAIL
<br />16" O.C. EACH EDGE,
<br />FACE NAIL
<br />12" O.C. EACH EDGE,
<br />FACE NAIL
<br />TOENAIL
<br />16" O.C. FACE NAIL
<br />12" O.C. FACE NAIL
<br />EACH SIDE OF END JOINT,
<br />FACE NAIL (MINIMUM 24"
<br />LAP SPLICE LENGTH EACH
<br />SIDE OF END JOINT)
<br />16" O.C. FACE NAIL
<br />12" O.C. FACE NAIL
<br />16" O.C. FACE NAIL
<br />TOENAIL
<br />END NAIL
<br />END NAIL
<br />FACE NAIL
<br />FACE NAIL
<br />FACE NAIL
<br />FACE NAIL
<br />WOOD STRUCTURAL PANELS (WSP), SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING
<br />TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMINGa
<br />EDGES
<br />(INCHES)
<br />INTERMEDIATE
<br />SUPPORTS
<br />(INCHES)
<br />31.3 8" - 1 2"
<br />32.19 32" - 3 4"
<br />33.7 8" - 11 4"
<br />6d COMMON OR DEFORMED
<br />(2"x 0.113") (SUBFLOOR AND WALL)
<br />8d BOX OR DEFORMED (21 2"x 0.113") (ROOF)
<br />23 8"x 0.113" NAIL (SUBFLOOR AND WALL)
<br />13 4" 16 GAGE STAPLE, 7 16" CROWN
<br />(SUBFLOOR AND WALL)
<br />23 8"x 0.113" NAIL (ROOF)
<br />13 4" 16 GAGE STAPLE, 7 16" CROWN (ROOF)
<br />8d COMMON (21 2"x 0.131"); OR
<br />6d DEFORMED (2"x 0.113")
<br />23 8"x 0.113" NAIL; OR
<br />2" 16 GAGE STAPLE, 7 16" CROWN
<br />10d COMMON (3"x 0.148"); OR
<br />8d DEFORMED (21 2"x 0.131")
<br /> 6 12
<br /> 6 12
<br /> 6 12
<br /> 4 8
<br /> 4 8
<br /> 3 6
<br /> 6 12
<br /> 4 8
<br /> 6 12
<br />OTHER EXTERIOR WALL SHEATHING
<br />34.1 2" FIBERBOARD SHEATHINGb
<br />35.25 32" FIBERBOARD SHEATHINGb
<br />11 2" GALVANIZED ROOFING NAIL
<br />(7 16" HEAD DIAMETER); OR
<br />11 4" 16 GAGE STAPLE WITH 7 16" OR 1"
<br />CROWN
<br />13 4" GALVANIZED ROOFING NAIL
<br />(7 16" DIAMETER HEAD); OR
<br />11 2" 16 GAGE STAPLE WITH 7 16" OR 1"
<br />CROWN
<br /> 3 6
<br /> 3 6
<br />WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING
<br />36.3 4" AND LESS
<br />37.7 8" - 1"
<br />38.118" - 11 4"
<br /> 6 12
<br /> 6 12
<br /> 6 12
<br />8d COMMON (212"x 0.131"); OR
<br />6d DEFORMED (2"x 0.113")
<br />8d COMMON (212"X 0.131"); OR
<br />8d DEFORMED (212"X 0.131")
<br />10d COMMON (3"x 0.148"); OR
<br />8d DEFORMED (212"X 0.131")
<br />PANEL SIDING TO FRAMING
<br />39.1 2" OR LESS
<br />40.5 8"
<br /> 6 12
<br /> 6 12
<br />6d CORROSION-RESISTANT SIDING
<br />(17 8"x 0.106"); OR
<br />6d CORROSION-RESISTANT CASING
<br />(2"x 0.099")
<br />8d CORROSION-RESISTANT SIDING
<br />(23 8"x 0.128"); OR
<br />8d CORROSION-RESISTANT CASING
<br />(21 2"x 0.113")
<br />WOOD STRUCTURAL PANELS (WSP), SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING
<br />TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMINGa
<br />41.1 4"
<br />42.3 8"
<br /> 6 12
<br /> 6 12
<br />4d CASING (11 2"x 0.080"); OR
<br />4d FINISH 11 2"x 0.072")
<br />6d CASING (2"x 0.099"); OR
<br />6d FINISH (PANEL SUPPORTS
<br />AT 24 INCHES)
<br />a.NAILS SPACED AT 6 INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF
<br />WOOD STRUCTURAL PANEL AND PARTICLE BOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS
<br />FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING.
<br />b.SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS
<br />FOR NONSTRUCTURAL APPLICATIONS. PANEL SUPPORTS AT 16 INCHES (20 INCHES IF STRENGTH AXIS IN THE LONG
<br />DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED).
<br />c.WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE
<br />AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE, THE NUMBER OF
<br />TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL.
<br />241285 7-22-24
<br />LMC / PVB
<br />PVB
<br />LMC / PVB
<br />LMC / MBH / AYB
<br />AS SHOWN
<br />7-26-24 PLAN CHECK SUBMITTAL PVB
<br />8-7-24 PLAN CHECK RESUBMITTAL PVB
<br />10/14/24
<br />www.coffman.com
<br />ph 818.285.2650
<br />6320 Canoga Ave, Suite 1300
<br />Woodland Hills, CA 91367
<br />10-14-24 PLAN CHECK RESUBMITTAL PVB
<br />2701 W McFadden Ave
<br />#F-I2/6/2025
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