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TABLE No. 2304.10.1: FASTENING SCHEDULE
<br />DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION
<br />ROOF
<br />1.BLOCKING BETWEEN CEILING JOISTS,
<br />RAFTERS OR TRUSSES TO TOP PLATE OR
<br />OTHER FRAMING BELOW
<br />3-8d COMMON (2-1/2" x 0.131"); OR
<br />3-10d BOX (3"x0.128"); OR
<br />3-3"x0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7/16" CROWN
<br />EACH END, TOENAIL
<br />BLOCKING BETWEEN RAFTERS OR TRUSS
<br />NOT AT THE WALL TOP PLATE, TO RAFTER
<br />OR TRUSS
<br />2-8d COMMON (2-1/2" x 0.131")
<br />2-3"x0.131" NAILS
<br />2-3" 14 GAGE STAPLES
<br />EACH END. TOENAIL
<br />2-16d COMMON (3-1/2" x 0.162")
<br />3-3"x0.131" NAILS
<br />3-3" 14 GAGE STAPLES
<br />END NAIL
<br />FLAT BLOCKING TO TRUSS AND WEB FILLER 16d COMMON (3-1/2" x 0.162") @6" O.C.
<br />3"x0.131" NAIL @ 6" O.C.
<br />3"x14 GAGE STAPLES @ 6" O.C.
<br />FACE NAIL
<br />2. CEILING JOISTS TO TOP PLATE 3-8d COMMON (2-1/2" x 0.131"); OR
<br />3-10d BOX (3"x0.128"); OR
<br />3-3"x0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7/16" CROWN
<br />EACH JOIST, TOENAIL
<br />3. CEILING JOIST NOT ATTACHED TO PARALLEL
<br /> RAFTER, LAPS OVER PARTITION (NO
<br /> THRUST) (SEE SECTION 2308.7.3.1, TABLE
<br /> 2308.7.3.1)
<br />3-16d COMMON (3-1/2" x 0.162"); OR
<br />4-10d BOX (3"x0.128"); OR
<br />4-3"x0.131" NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7/16" CROWN
<br />FACE NAIL
<br />4. CEILING JOIST ATTACHED TO PARALLEL
<br /> RAFTER (HEEL JOINT) (SEE SECTION
<br /> 2308.7.3.1, TABLE 2308.7.3.1)
<br />PER TABLE 2308.7.3.1 FACE NAIL
<br />5. COLLAR TIE TO RAFTER 3-10d COMMON (3" x 0.148"); OR
<br />4-10d BOX (3"x0.128"); OR
<br />4-3"x0.131" NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7/16" CROWN
<br />FACE NAIL
<br />6. RAFTER OR ROOF TRUSS TO TOP PLATE
<br /> (SEE SECTION 2308.7.5, TABLE 2308.4.5)
<br />3-10d COMMON (3" x 0.148"); OR
<br />3-16d BOX (3-1/2"x0.135"); OR
<br />4-10d BOX (3"x0.128"); OR
<br />4-3"x0.131" NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7/16" CROWN
<br />TOENAILC
<br />7. ROOF RAFTER TO RIDGE VALLEY OR HIP
<br /> RAFTERS; OR ROOF RAFTER TO 2-INCH
<br /> RIDGE BEAM
<br />2-16d COMMON (3-1/2" x 0.162"); OR
<br />3-10d BOX (3"x0.128"); OR
<br />3-3"x0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7/16" CROWN
<br />END NAIL
<br />3-10d COMMON (3-1/2"x0.148"); OR
<br />3-16d BOX (3-1/2"x0.135"); OR
<br />4-10d BOX (3"x0.128"); OR
<br />4-3"x0.131" NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7/16" CROWN
<br />TOENAIL
<br />WALL
<br />8. STUD TO STUD (NOT AT BRACED WALL
<br /> PANELS)
<br />16d COMMON (3-1/2" x 0.162")24" O.C. FACE NAIL
<br />10d BOX (3" x 0.128"); OR
<br />3"x0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7/16" CROWN
<br />16" O.C. FACE NAIL
<br />9. STUD TO STUD AND ABUTTING STUDS AT
<br /> INTERSECTING WALL CORNERS (AT BRACED
<br /> WALL PANELS)
<br />16d COMMON (3-1/2" x 0.162")16" O.C. FACE NAIL
<br />16d BOX (3-1/2" x 0.135")12" O.C. FACE NAIL
<br />3"x0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7/16" CROWN
<br />12" O.C. FACE NAIL
<br />10. BUILT-UP HEADER (2" TO 2" HEADER)16d COMMON (3-1/2" x 0.162")16" O.C. EACH EDGE, F.N.
<br />16d BOX (3-1/2" x 0.135")12" O.C. EACH EDGE, F.N.
<br />TOENAIL11. CONTINUOUS HEADER TO STUD 4-8d COMMON (2-1/2"x0.131"); OR
<br />4-10d BOX (3"x0.128")
<br />12. TOP PLATE TO TOP PLATE 16d COMMON (3-1/2" x 0.162")16" O.C. FACE NAIL
<br />10d BOX (3" x 0.128"); OR
<br />3"x0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7/16" CROWN
<br />12" O.C. FACE NAIL
<br />13. TOP PLATE TO TOP PLATE, AT END JOINTS 8-16d COMMON (3-1/2"x0.162"); OR
<br />12-10d BOX (3"x0.128"); OR
<br />12-3"x0.131" NAILS; OR
<br />12-3" 14 GAGE STAPLES, 7/16" CROWN
<br />EACH SIDE OF END JOINT,
<br />FACE NAIL (MINIMUM 24"
<br />LAP SPLICE LENGTH EACH
<br />SIDE OF END JOINT)
<br />14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND
<br /> JOIST OR BLOCKING (NOT AT BRACE WALL
<br /> PANELS)
<br />16d COMMON (3-1/2" x 0.162")16" O.C. FACE NAIL
<br />3d BOX (3-1/2"x0.135"); OR
<br />3"x0.131" NAILS; OR
<br />3" 14 GAGE STAPLES, 7/16" CROWN
<br />12" O.C. FACE NAIL
<br />15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND
<br /> JOIST OR BLOCKING AT BRACED WALL
<br /> PANELS
<br />2-16d COMMON (3-1/2"x0.162"); OR
<br />3-16d BOX (3-1/2"x0.135"); OR
<br />4-3"x0.131" NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7/16" CROWN
<br />16" O.C. FACE NAIL
<br />16. STUD TO TOP OR BOTTOM PLATE 4-8d COMMON (2-1/2"x0.131"); OR
<br />4-10d BOX (3"x0.128"); OR
<br />4-3"x0.131" NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7/16" CROWN
<br />TOENAIL
<br />2-16d COMMON (3-1/2"x0.162"); OR
<br />3-10d BOX (3"x0.128"); OR
<br />4-3"x0.131" NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7/16" CROWN
<br />END NAIL
<br />17. TOP OR BOTTOM PLATE TO STUD 2-16d COMMON (3-1/2"x0.162"); OR
<br />3-10d BOX (3"x0.128"); OR
<br />3-3"x0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7/16" CROWN
<br />END NAIL
<br />18. TOP PLATE, LAPS AT CORNERS AND
<br /> INTERSECTIONS
<br />2-16d COMMON (3-1/2"x0.162"); OR
<br />3-10d BOX (3"x0.128"); OR
<br />3-3"x0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7/16" CROWN
<br />FACE NAIL
<br />19. 1" BRACE TO EACH STUD AND PLATE 2-8d COMMON (2-1/2"x0.131"); OR
<br />2-10d BOX (3"x0.128"); OR
<br />2-3"x0.131" NAILS; OR
<br />2-3" 14 GAGE STAPLES, 7/16" CROWN
<br />FACE NAIL
<br />2-8d COMMON (2-1/2"x0.131"); OR
<br />2-10d BOX (3"x0.128")
<br />FACE NAIL20. 1"x6" SHEATHING TO EACH BEARING
<br />3-8d COMMON (2-1/2"x0.131"); OR
<br />3-10d BOX (3"x0.128")
<br />FACE NAIL21. 1"x8" AND WIDER SHEATHING TO EACH
<br /> BEARING
<br />FLOOR
<br />22. JOIST TO SILL, TOP PLATE, OR GIRDER 3-8d COMMON (2-1/2"x0.131"); OR
<br />10d BOX (3"x0.128"); OR
<br />3"x0.131" NAILS; OR
<br />3" 14 GAGE STAPLES, 7/16" CROWN
<br />TOENAIL
<br />23. RIM JOIST, BEND JOIST, OR BLOCKING TO
<br /> TOP PLATE, SILL OR OTHER FRAMING BELOW
<br />8d COMMON (2-1/2"x0.131"); OR
<br />10d BOX (3"x0.128"); OR
<br />3"x0.131" NAILS; OR
<br />3" 14 GAGE STAPLES, 7/16" CROWN
<br />6" O.C. TOENAIL
<br />2-8d COMMON (2-1/2"x0.131"); OR
<br />2-10d BOX (3"x0.128")
<br />FACE NAIL24. 1"x6" SUBFLOOR OR LESS TO EACH JOIST
<br />2-16d COMMON (3-1/2"x0.162")FACE NAIL25. 2" SUBFLOOR TO JOIST OR GIRDER
<br />2-16d COMMON (3-1/2"x0.162")EACH BEARING, F. N.26. 2" PLANKS (PLANK & BEAM - FLOOR & ROOF)
<br />TABLE No. 2304.10.1: FASTENING SCHEDULE (CONTINUED)
<br />DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION
<br />ROOF
<br />2-16d COMMON (3-1/2"x0.162")32" O.C. FACE NAIL AT TOP
<br />AND BOTTOM STAGGERED
<br />ON OPPOSITE SIDES
<br />27. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER
<br /> LAYERS
<br />10d BOX (3"x0.128"); OR
<br />3"x0.131" NAILS; OR
<br />3" 14 GAGE STAPLES, 7/16" CROWN
<br />24" O.C. FACE NAIL AT TOP
<br />AND BOTTOM STAGGERED
<br />ON APPOSITE SIDES
<br />2-20d COMMON (4"x0.192"); OR
<br />3-10d BOX (3"x0.128"); OR
<br />3-3"x0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7/16" CROWN
<br />ENDS AND AT EACH
<br />SPLICE, FACE NAIL
<br />28. LEDGER STRIP SUPPORTING JOISTS OR
<br /> RAFTERS
<br />3-16d COMMON (3-1/2"x0.162"); OR
<br />4-10d BOX (3"x0.128"); OR
<br />4-3"x0.131" NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7/16" CROWN
<br />EACH JOIST OR RAFTER,
<br />FACE NAIL
<br />29. JOIST TO BAND JOIST OR RIM JOIST 3-16d COMMON (3-1/2"x0.162"); OR
<br />4-10d BOX (3"x0.128"); OR
<br />4-3"x0.131" NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7/16" CROWN
<br />END NAIL
<br />30. BRIDGING OR BLOCKING TO JOIST, RAFTER
<br /> OR TRUSS
<br />2-8d COMMON (2-1/2"x0.162"); OR
<br />2-10d BOX (3"x0.128"); OR
<br />2-3"x0.131" NAILS; OR
<br />2-3" 14 GAGE STAPLES, 7/16" CROWN
<br />EACH END, TOENAIL
<br />WOOD STRUCTURAL PANELS (WSP), SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND
<br />PARTICLEBOARD WALL SHEATHING TO FRAMING A
<br />EDGES
<br />(INCHES)
<br />INTERMEDIATE
<br />SUPPORTS
<br />(INCHES)
<br />6d COMMON OR DEFORMED (2"x0.113")
<br />(SUBFLOOR AND WALL)
<br />631. 3/8" - 1/2"12
<br />8d BOX OR DEFORMED (2-1/2"x0.113")
<br />(ROOF)
<br />6 12
<br />2-3/8"x0.113" NAIL (SUBFLOOR AND
<br />WALL)
<br />6 12
<br />1-3/4" 16 GAGE STAPLE, 7/16" CROWN
<br />(SUBFLOOR AND WALL)
<br />4 8
<br />2-3/8"x0.113" NAIL (ROOF)4 8
<br />1-3/4" 16 GAGE STAPLE, 7/16" CROWN
<br />(ROOF)
<br />3 6
<br />8d COMMON (2-1/2"x0.131"); OR
<br />6d DEFORMED (2"x0.113")
<br />632. 19/32"-3/4"12
<br />2-3/8"x0.113" NAIL; OR
<br />2" 16 GAGE STAPLE, 7/16" CROWN
<br />4 8
<br />10d COMMON (3"x0.148"); OR
<br />6d DEFORMED (2-1/2"x0.131")
<br />633. 7/8"-1-1/4"12
<br />OTHER EXTERIOR WALL SHEATHING
<br />1-1/2" GALVANIZED ROOFING NAIL
<br />(7/16" HEAD DIAMETER); OR
<br />1-1/4" 16 GAGE STAPLE WITH 7/16" OR
<br />1" CROWN
<br />334. 1/2" FIBERBOARD SHEATHING 6B
<br />1-3/4" GALVANIZED ROOFING NAIL
<br />(7/16" HEAD DIAMETER); OR
<br />1-1/2" 16 GAGE STAPLE WITH 7/16" OR
<br />1" CROWN
<br />335. 25/32" FIBERBOARD SHEATHING 6B
<br />WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING
<br />8d COMMON (2-1/2"x0.131"); OR
<br />6d DEFORMED (2"x0.113")
<br />636. 3/4" AND LESS 12
<br />8d COMMON (2-1/2"x0.131"); OR
<br />8d DEFORMED (2"x0.131")
<br />637. 7/8" - 1"12
<br />10d COMMON (3"x0.148"); OR
<br />8d DEFORMED (2-1/2"x0.131")
<br />638. 1-1/8" - 1-1/4"12
<br />PANEL SIDING TO FRAMING
<br />6d CORRISION-RESISTANT SIDING
<br />(1-7/8"x0.128"); OR 6d
<br />CORROSION-RESISTANT CASING
<br />(2"x0.099")
<br />639. 1/2" OR LESS 12
<br />8d CORRISION-RESISTANT SIDING
<br />(2-3/8"x0.128"); OR 8d
<br />CORROSION-RESISTANT CASING
<br />(2-1/2"x0.113")
<br />640. 5/8"12
<br />INTERIOR PANELING
<br />4d CASING (1-1/2"x0.080"); OR
<br />4d FINISH (1-1/2"x0.072")
<br />641. 1/4"12
<br />6d CASING (2"x0.099"); OR
<br />6d FINISH (PANEL SUPPORTS AT 24")
<br />642. 3/8"12
<br />FOR SI: 1 INCH = 25.4 MM
<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 PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305.
<br />NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING.
<br />B.SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGE AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS
<br />FOR NONSTRUCTURAL APPLICANTS. 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 />SHEET:
<br />JOB No:
<br />DATE:
<br />DRAWN BY:
<br />PLAN:
<br />PHONE:
<br />JOB SITE:
<br />PROJECT NAME:
<br />REVISION:BY:
<br />GALIDO
<br />RESIDENCE
<br />23-074
<br />08-12-2024
<br />R.B.
<br />310-658-2071
<br />2805 N OLIVE LN,
<br />SANTA ANA CA 92706
<br />APPROVED BY :O.V.
<br />d e s i g n e r
<br />O s c a r V e g a
<br />S-2
<br />FASTENING
<br />SCHEDULE
<br />STRUCTURAL PLANS BY:
<br />NEWPORT
<br />E & C INC.
<br />ANDREW KASHE
<br />17011 INDEPENDENCE WAY
<br />YORBA LINDA, CA 92886
<br />CELL: 909-610-5409
<br />C I V I L
<br />SIGNED: 05 / 28 / 24
<br />EXP. 12-31-24
<br />ANDREW KASHE
<br />R
<br />E
<br />G
<br />I
<br />STERED PRO F E S S IONAL ENG
<br />I
<br />N
<br />E
<br />E
<br />R
<br />STATE OF C A L IFORNIA
<br />C94117
<br />2805 N Olive Ln
<br />11/18/2024
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