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CITY OF SANTA ANA
<br />P-'ar�ning and Building Agency
<br />FASTENING
<br />SCHEDULE
<br />TABLE R602.3(1) - FASTENING SCHEDULE
<br />Floor
<br />M
<br />D
<br />21
<br />Joist to sill, top plate or girder
<br />4-8d box (21/2" x 0.113"); or
<br />3-8d common (21/2" x 0.131"); or 3-10d box (3" x
<br />0.128"); or 3-3" x 0.131" nails
<br />Toe nail
<br />ITEM
<br />DESCRIPTION OF BUILDING ELEMENTS
<br />NUMBER AND TYPE
<br />SPACING AND LOCATION
<br />OF FASTENERa' "' c
<br />Roof
<br />22
<br />Rim joist, band joist or blocking to sill or top
<br />plate (roof applications also)
<br />8d box (21/2" x 0.113")
<br />4" o.c. toe nail
<br />1
<br />Blocking between ceiling joists or rafters to top plate
<br />4-8d box (21/2" x 0.113") or
<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
<br />Toe nail
<br />8d common (21/2" x 0.131"); or
<br />10d box (3 x 0.128 ), or 3 x 0.131 nails
<br />„
<br />6 o.c. toe nail
<br />23
<br />1" x 6" subfloor or less to each joist
<br />�
<br />1
<br />1 „
<br />3-8d box (2 /2 x 0.113 ), or
<br />" or 3-10d box (3" x
<br />2-8d common (21/2" x 0.131)�
<br />(
<br />0.128"); or 2 staples, 1" crown, 16 ga., 13/4" long
<br />Face nail
<br />2
<br />Ceiling joists to top plate
<br />4-8d box (21/2" x 0.113"); or
<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
<br />Per joist, be nail
<br />24
<br />2" subfloor to joist or girder
<br />3-16d box (31/2" x 0.135"); or
<br />2-16d common (31/2" x 0.162")
<br />Blind and face nail
<br />3
<br />Ceiling joist not attached to parallel rafter, laps over
<br />partitions see Section R802.5.2 and Table R802.5.2
<br />p ( )
<br />.
<br />4-10d box (3" x 0.128"); or
<br />3-16d common (31/2" x 0.162 or
<br />( 2 )'
<br />4-3" x 0.131" nails
<br />Face nail
<br />25
<br />2 planks (plank & beam -floor & roof)
<br />„ .
<br />3-16d box (31/2" x 0.135 ), or
<br />2-16d common (31/2' x 0.162")
<br />At each bearing, face nail
<br />26
<br />Band or rim joist to joist
<br />3-16d common (31/2" x 0.162")
<br />4-10 box (3" x 0.128"), or 4-3" x 0.131" nails; or
<br />4-3" x 14 ga. staples,'/16" crown
<br />End nail
<br />4
<br />Ceiling joist attached to parallel rafter (heel joint)
<br />(see Section R802.5.2 and Table R802.5.2)
<br />Table R802.5.2
<br />Face nail
<br />5
<br />Collar tie to rafter, face nail or 11/4" x 20 ga. ridge
<br />strap to rafter
<br />4-10d box (3" x 0.128"); or
<br />3-10d common (3" x 0.148"); or
<br />4-3" x 0.131" nails
<br />Face nail each rafter
<br />Built up girders and beams, 2-inch lumber
<br />layers
<br />„ „
<br />20d common (4 x 0.192 ), or
<br />Nail each layer as follows: 32" o.c.
<br />at top and bottom and staggered.
<br />3-16d box nails (31/2" x 0.135"); or
<br />2 be nails on one side and 1 toe nail
<br />10d box (3" x 0.128"); or
<br />24" o.c. face nail at top and bottom
<br />6
<br />Rafter or roof truss to plate
<br />27
<br />3" x 0.131" nails
<br />staggered on opposite sides
<br />3-10d common nails (3" x 0.148"); or 4-10d box
<br />(3" x 0.128"); or 4-3" x 0.131" nails
<br />on opposite side of each rafter or truss
<br />And:
<br />2-20d common K' x 0.192"); or 3-10d box (3" x
<br />0.128"); or 3-3" x 0.131" nails
<br />Face nail at ends and at each splice
<br />7
<br />Roof rafters to ridge, valley or hip rafters or roof rafter
<br />to minimum 2" ridge beam
<br />4-16d (31/2" x 0.135"); or
<br />3-10d common (3" x 0.148"); or 4-10d box (3" x
<br />0.128"); or 4-3" x 0.131" nails
<br />Toe nail
<br />2$
<br />Ledger strip supporting joists or rafters
<br />4-16d box (31/2" x 0.135"); or
<br />3-16d common (31/2" x 0.162"); or 4-10d box (T
<br />At each joist or rafter, face nail
<br />3-16d box 31/2" x 0.135"); or
<br />2-16d common (31/2" x 0.162"); or 3-10d box (3"
<br />x 0.128"); or 3-3" x 0.131" nails
<br />End nail
<br />x 0.128"); or 4-3" x 0.131" nails
<br />29
<br />Bridging or blocking to joist
<br />2-10d box (3" x 0.128"), or 2-8d common
<br />(2 /2„ x 0.131"; or 2-3 x 0.131) nails
<br />Each end, be nail
<br />Wall
<br />ITEM
<br />DESCRIPTION
<br />OF BUILDING ELEMENTS
<br />NUMBER AND
<br />TYPE OF FASTENER a, "' c
<br />SPACING OF FASTENERS
<br />8
<br />Stud to stud (not at braced wall panels)
<br />16d common (31/2" x 0.162")
<br />24" o.c. face nail
<br />Edges
<br />(inches)"
<br />Intermediate
<br />10d box (3" x 0.128"); or
<br />3" x 0.131" nails
<br />16 o.c. face nail
<br />supports` e
<br />(inches)
<br />9
<br />Stud to stud and abutting studs at intersecting wall
<br />corners (at braced wall panels)
<br />16d box (31/2" x 0.135"); or
<br />3" x 0.131" nails
<br />12„ o.c. face nail
<br />Wood structural panels, subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to
<br />framing
<br />16d common (31/2" x 0.162")
<br />16" o.c. face nail
<br />[see Table R602.3(3) for wood structural panel exterior wall sheathing to wall framing]
<br />10
<br />Built-up header (2" to 2" header with 1/2" spacer)
<br />16d common (31/2" x 0.162")
<br />16" o.c. each edge face nail
<br />30
<br />3/8" - �/2"
<br />6d common (2" x 0.113") nail (subfloor, wall)'
<br />8d common (21/2" x 0.131") nail (roof); or RSRS-
<br />01 (23/8" x 0.113") nail (roof)i
<br />6
<br />12f
<br />16d box (31/2" x 0.135")
<br />12" o.c. each edge face nail
<br />11
<br />Continuous header to stud
<br />5-8d box (21/2" x 0.113"); or
<br />4-8d common (21/2" x 0.131"); or 4-10d box (3" x
<br />0.128")
<br />Toe nail
<br />31
<br />19/ 1��
<br />32
<br />8d common nail (21/2" x 0.131"); or RSRS-01;
<br />(23/8" x 0.113") nail (roofll
<br />6
<br />12f
<br />12
<br />Top plate to top plate
<br />16d common (31/2" x 0.162")
<br />16" o.c. face nail
<br />32
<br />1 1 /8 -1 /4
<br />10d common (3" x 0.148") nail; or
<br />8d (21/2" x 0.131") deformed nail
<br />6
<br />12
<br />10d box (3" x 0.128"); or
<br />3" x 0.131" nails
<br />12" o.c. face nail
<br />Other wall sheathing g
<br />13
<br />Double to late splice
<br />p p p
<br />8-16d common (31/2" x 0.162"); or
<br />12-16d box (31/2" x 0.135"); or
<br />12-10d box (3" x 0.128"); or
<br />12-3" x 0.131" nails
<br />Face nail on each side of end joint
<br />(minimum 24" lap splice length each
<br />side of end joint)
<br />33
<br />1/2, structural cellulosic fiberboard
<br />11/2" galvanized roofing nail, 7/16"
<br />head diameter, or 11/4" long 16 ga. staple
<br />with 7/16" or 1" crown
<br />3
<br />6
<br />sheathing
<br />34
<br />25/32" structural cellulosic
<br />13/4" galvanized roofing nail, 7/16"
<br />head diameter, or 11/2" long 16 ga. staple
<br />with 7/16" or 1" crown
<br />3
<br />6
<br />14
<br />Bottom plate to joist, rim joist, band joist or
<br />blocking (not at braced wall panels)
<br />16d common (31/2" x 0.162")
<br />16" o.c. face nail
<br />fiberboard sheathing
<br />16d box (31/2" x 0.135"); or
<br />3" x 0.131" nails
<br />12" o.c. face nail
<br />35
<br />1/2" gypsum sheathingd
<br />11/2" galvanized roofing nail; staple galvanized,
<br />1 /2 1 „
<br />1 long; 1 /4 screws, Type W or S
<br />7
<br />7
<br />15
<br />Bottom plate to joist, rim joist, band joist or
<br />blocking (at braced wall panel)
<br />3-16d box (31/2" x 0.135"); or
<br />3 each 16" o.c. face nail
<br />2-16d common (31/2" x 0.162"); or 4-3" x 0.131"
<br />nails
<br />2 each 16" o.c. face nail 4 each 16" o.c.
<br />face nail
<br />36
<br />5/8" gypsum sheathingd
<br />13/4" galvanized roofing nail; staple galvanized,
<br />15/8" long; 15/8" screws, Type W or S
<br />7
<br />7
<br />16
<br />To or bottom late to stud
<br />p p
<br />4-8d box (21/2" x 0.113"); or
<br />3-16d box (31/2" x 0.135"); or 4-8d common
<br />(21/2" x 0.131"); or 4-10d box(3" x 0.128"); or 4-
<br />3" x 0.131" nails
<br />Toe nail
<br />Wood structural panels, combination subfloor underlayment to framing
<br />37
<br />3/4" and less
<br />6d deformed (2" x 0.120") nail; or
<br />8d common (21/2" x 0.131") nail
<br />6
<br />12
<br />3-16d box (31/2" x 0.135"); or
<br />2-16d common (31/2" x 0.162"); or 3-10d box (3"
<br />x 0.128"); or 3-3" x 0.131" nails
<br />End nail
<br />38
<br />7/8 -1
<br />1
<br />8d common (2 /2�� x 0.131) nail; or
<br />8d deformed (21/2" x 0.120") nail
<br />6
<br />12
<br />17
<br />To plates, laps at corners and intersections
<br />p p p
<br />3-10d box (3" x 0.128"); or
<br />2-16d common 31/2" x 0.162" ; or 3-3" x 0.131"
<br />( )
<br />nails
<br />Face nail
<br />39
<br />1 ,- 1 „
<br />1 /8 1 /4
<br />10d common (3" x 0.148") nail; or
<br />8d deformed (21/2" x 0.120") nail
<br />6
<br />12
<br />For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s; 1 ksi = 6.895 MPa.
<br />1. Nails are smooth -common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have
<br />minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for shank diameters larger than
<br />0.142 inch but not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less.
<br />18
<br />1 brace to each stud and plate
<br />3-8d box (21/2" x0;113"); or
<br />2-8d common (21/2 x 0.131"); or 2-10d box (3 x
<br />0.128"); or 2 staples 13/4"
<br />Face nail
<br />3-8d box (21/2" x 0.113"); or
<br />19
<br />1" x 6" sheathing to each bearing
<br />2-8d common (21/2" x 0.131"); or 2-10d box (3" x
<br />0.128"); or 2 staples, 1" crown, 16 ga., 13/4" long
<br />Face nail
<br />2. Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width.
<br />3. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater.
<br />4. Four -foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically.
<br />5. Spacing of fasteners not included in this table shall be based on Table R602.3(2).
<br />3-8d box (21/2" x 0.113"); or
<br />6. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 inches of roof edges and ridges,
<br />3-8d common (21/2" x 0.131"); or 3-10d box (3" x
<br />nails shall be spaced at 6 inches on center where the ultimate design wind speed is less than 130 mph and shall be spaced 4 inches on center where
<br />0.128"); or 3 staples, 1" crown, 16 ga., 13/4"long
<br />the ultimate design wind speed is 130 mph or greater but less than 140 mph.
<br />20
<br />1" x 8" and wider sheathing to each bearing
<br />Face nail
<br />7. Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C201
<br />8. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor
<br />perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking.
<br />Wider than 1" x 8"
<br />4-8d box (21/2" x 0.113"); or 3-8d common (21/2"
<br />x 0.131'T or 3-10d box (3" x 0.128"); or 4
<br />Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other
<br />staples, 1" crown, 16 ga., 13/4" long
<br />provisions of this code. Floor perimeter shall be supported by framing members or solid blocking.
<br />9. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two toe nails on one side of the rafter and toe
<br />nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on the opposite side of the rafter shall not be required.
<br />10. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667.
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<br />�1PP�Ri MrJInISSUANCE
<br />7744 Westminster Blvd, Suite 201
<br />Westminster, CA 92683
<br />Phone: (909) 538-7067
<br />Email: bao@bdpeng.com
<br />er ID:
<br />amp
<br />QROFESS/�
<br />E6-23 2026 Or
<br />C I V I V
<br />F OF CA1.\F0
<br />SIGNED DATE: 09/11 /2024
<br />GENERAL CONTRACTOR
<br />PROJECT NO.: 2024-106
<br />DATE: JAN.12,2024
<br /># Date
<br />■ ■
<br />ZL 06/07/24
<br />■ ■
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<br />drawing title
<br />Description
<br />PLANNING CHECK #1
<br />STRUCTURAL
<br />GENERAL
<br />NOTES
<br />drawing no.
<br />
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