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TABLE R602.3(1)FASTENING SCHEDULE
<br />Roof
<br />1 Each end toe nail
<br />End nail
<br />6" o.c. face nail
<br />2 Ceiling joists to top plate Per joist, toe nail
<br />3
<br />4
<br />SPACING AND LOCATION
<br />Face nail
<br />Face nail
<br />5
<br />Collar tie to rafter, face nail
<br />6
<br />Rafter or roof truss to plate
<br />i
<br />7
<br />End nail
<br />Wall
<br />8
<br />Stud to stud (not at braced
<br />wall panels)
<br />9
<br />10
<br />11
<br />Continuous header to stud Toe nail
<br />12 End nail
<br />12" o.c. ea. edge face nail
<br />12" o.c. face nail
<br />16" o.c. face nail
<br />16" o.c. ea. edge face nail
<br />24" o.c. face nail
<br />16" o.c. face nail
<br />Face nail each rafter
<br />Toe nail
<br />Top plate to top plate
<br />14 Double top plate splice
<br />15
<br />12" o.c. face nail
<br />Roof
<br />16 16" o.c. face nail
<br />17 Top or bottom plate to
<br />stud
<br />Toe nail
<br />End nail
<br />18
<br />19 Face nail
<br />16" o.c. face nail
<br />12" o.c. face nail
<br />16" o.c. face nail
<br />Face nail
<br />20
<br />1" × 6" sheathing to each
<br />bearing Face nail
<br />21
<br />Floor
<br />22
<br />Joist to sill, top plate or girder Toe nail
<br />23
<br />6" o.c. toe nail
<br />24 1" × 6" sub Face nail
<br />25 2" sub Blind and face nail
<br />26 2" planks (plank & beam At each bearing, face
<br />nail
<br />Face nail
<br />4" o.c. toe nail
<br />27 Band or rim joist to joist
<br />28
<br />29 Ledger strip supporting joists
<br />or rafters
<br />At each joist or rafter, face nail
<br />30 Each end, toe nail
<br />End nail
<br />Face nail at ends and at
<br />each splice
<br />NUMBER AND TYPE OF
<br />FASTENER a, b, c
<br />R602.3 Design and Construction
<br />Exterior walls of wood-frame construction shall be designed and constructed in accordance with the provisions of this chapter
<br />and Figures R602.3(1) and R602.3(2), or in accordance with AWC NDS. Components of exterior walls shall be fastened in accordance
<br />with Tables R602.3(1) through R602.3(4). Wall sheathing shall be fastened directly to framing members and, where placed on the
<br />exterior side of an exterior wall, shall be capable of resisting the wind pressures listed in Table R301.2.1(1) adjusted for height and
<br />exposure using Table R301.2.1(2) and shall conform to the requirements of Table R602.3(3). Wall sheathing used only for exterior wall
<br />covering purposes shall comply with Section R703.
<br />Studs shall be continuous from support at the sole plate to a support at the top plate to resist loads perpendicular to the wall.
<br />The support shall be a foundation or
<br />Exception: Jack studs, trimmer studs and cripple studs at openings in walls that comply with Tables R602.7(1) and R602.7(2).
<br />California Residential Code 2022
<br />DESCRIPTION OF BUILDING
<br />ELEMENTSITEM
<br />Blocking between ceiling joists,
<br />rafters or trusses to top plate
<br />or other framing below
<br />Blocking between rafters or
<br />truss not at the wall top plates,
<br />to rafter or truss
<br />Flat blocking to truss and web
<br />4-8d box (2.5" x 0.113") or
<br />3-8d common (2.5" x 0.131") or
<br />3-10d box (3" x 0.128") or
<br />3-3" x 0.131" nails
<br />Ceiling joist not attached to
<br />parallel rafter, laps over
<br />partitions [see Section R802.5.2
<br />and Table R802.5.2(1)]
<br />Ceiling joist attached to parallel
<br />rafter (heel joint) [see Section
<br />R802.5.2 and Table R802.5.2(1)]
<br />Roof rafters to ridge, valley or
<br />hip rafters or roof rafter to
<br />minimum 2" ridge beam
<br />Stud to stud and abutting
<br />studs at intersecting wall
<br />corners (at braced wall panels)
<br />Built-up header (2" to 2"
<br />header with 1/2" spacer)
<br />Adjacent full-height stud to end
<br />of header
<br />Bottom plate to joist, rim joist,
<br />band joist or blocking (not at
<br />braced wall panels)
<br />2 toe nails on one side and 1
<br />toe nail on opposite side of
<br />each rafter or truss
<br />Face nail on each side of end
<br />joint (minimum 24" lap splice
<br />length each side of end joint)
<br />2-8d common (2.5" x 0.131") or
<br />2-3" x 0.131" nails
<br />2-16d common (3.5" x 0.162") or
<br />3-3" x 0.131" nails
<br />16d common (3.5" x 0.162") or
<br />3" x 0.131" nails
<br />4-8d box (2.5" x 0.113") or
<br />3-8d common (2.5" x 0.131") or
<br />3-10d box (3" x 0.128") or
<br />3-3" x 0.131" nails
<br />4-10d box (3" x 0.128") or
<br />3-16d common (3.5" x 0.162") or
<br />4-3" x 0.131" nails
<br />Table R802.5.2(1)
<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 />3-16d box (3.5" x 0.135") or
<br />3-10d common (3" x 0.148") or
<br />4-10d box (3" x 0.128") or
<br />4-3" x 0.131" nails
<br />4-16d box (3.5" x 0.135") or
<br />3-10d common (3" x 0.148") or
<br />4-10d box (3" x 0.128") or
<br />4-3" x 0.131" nails
<br />3-16d box (3.5" x 0.135") or
<br />2-16d common (3.5" x 0.162") or
<br />3-10d box (3" x 0.128") or
<br />3-3" x 0.131" nails
<br />16d common (3.5" x 0.162")
<br />10d box (3" x 0.128") or
<br />3" x 0.131" nails
<br />16d box (3.5" x 0.135") or
<br />3" x 0.131" nails
<br />16d common (3.5" x 0.162")
<br />16d common (3.5" x 0.162")
<br />16d box (3.5" x 0.135")
<br />5-8d box (2.5" x 0.113") or
<br />4-8d common (2.5" x 0.131") or
<br />4-10d box (3" x 0.128")
<br />4-16d box (3.5" x 0.135") or
<br />2-16d common (3.5" x 0.162") or
<br />4-10d box (3" x 0.128") or
<br />4-3" x 0.131" nails
<br />16d common (3.5" x 0.162")
<br />10d box (3" x 0.128") or
<br />3" x 0.131" nails
<br />8-16d box (3.5" x 0.135") or
<br />12-16d common (3.5" x 0.162") or
<br />12-10d box (3" x 0.128") or
<br />12-3" x 0.131" nails
<br />16d common (3.5" x 0.162")
<br />16d box (3.5" x 0.135") or
<br />3" x 0.131" nails
<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 />a. Nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing
<br />connections are carbon steel and shall have minimum average bending yield strengths as shown: 80 ksi for shank
<br />diameter of 0.192 inch (20d common nail), 90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177
<br />inch, and 100 ksi for shank diameters of 0.142 inch or less. Connections using nails and staples of other materials, such
<br />as stainless steel, shall be designed by accepted engineering practice or approved under Section R104.11.
<br />b. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the speci
<br />c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater.
<br />d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically.
<br />e. Spacing of fasteners not included in this table shall be based on Table R602.3(2).
<br />f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 inches
<br />of roof edges and ridges, nails shall be spaced at 4 inches on center where the ultimate design wind speed is greater
<br />than 130 mph in Exposure B or greater than 110 mph in Exposure C.
<br />g. Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with ASTM C1280 or GA 253.
<br />Fiberboard sheathing shall conform to ASTM C208.
<br />h. Spacing of fasteners on required blocking and at edges supported by framing members and required blocking. Blocking
<br />of roof or perpendicular to the framing members need not be provided except as required by other provisions of this code.
<br />Floor perimeter shall be supported by framing members or solid blocking.
<br />i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two toe nails on
<br />one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on the
<br />opposite side of the rafter shall not be required.
<br />ADDITIONAL NOTES
<br />1. CONTRACTORS RESPONSIBLE FOR THE CONSTRUCTION OF A WIND OF SEISMIC
<br />FORCE RESISTING SYSTEM/COMPONENT LISTED IN THE "STATEMENT OF SPECIAL
<br />INSPECTION" SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE
<br />LADBS INSPECTORS AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK
<br />ON SUCH SYSTEM OR COMPONENT PER SEC 1709.1.
<br />2. CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS
<br />REQUIRED FOR FIELD WELDING, POST-INSTALLED ADHESIVE ANCHORS INSTALLED
<br />HORIZONTALLY OR UPWARDLY INCLINED TO RESIST SUSTAINED TENSION LOADS,
<br />SHOTCRETE PLACEMENT, CONCRETE STRENGTH f=c>2500 PSI, SPRAYED-ON
<br />FIREPROOFING, ENGINEERING MASONRY, HIGH-LIFT GROUTING, HIGH LOAD
<br />DIAPHRAGMS AND SPECIAL MOMENT-RESISTING CONCRETE FRAMES, AND
<br />HELICAL PILE FOUNDATIONS.
<br />3. FOUNDATION SILLS SHALL BE NATURALLY DURABLE OR PRESERVATIVE-TREATED
<br />WOOD. FIELD WELDING TO BE DONE BY WELDERS CERTIFIED BY THE LADBS FOR
<br />4. (STRUCTURAL STEEL)(REINFORCING STEEL)(LIGHT GAUGE STEEL).CONTINUOUS
<br />INSPECTION BY A DEPUTY INSPECTOR IS REQUIRED.
<br />5. SHOP WELDS MUST BE PERFORMED IN A LADBS LICENSED FABRICATORS SHOP.
<br />6. LADBS LICENSED FABRICATOR IS REQUIRED FOR (TRUSSES),(STRUCTURAL STEEL)
<br />7. GLUED-LAMINATED TIMBERS MUST BE FABRICATED IN A LADBS LICENSED SHOP.
<br />IDENTIFY GRADE SYMBOL AND LAMINATION SPECIES PER 2015 NDS SUPPLEMENT
<br />TABLE 5A.
<br />8. PROVIDE LEAD HOLE 40%-70% OF THREADED SHANK DIAMETER AND FULL
<br />DIAMETER FOR SMOOTH SHANK PORTION.
<br />9. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR WOOD SHEAR WALLS, SHEAR
<br />PANELS, AND DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING, AND
<br />OTHER FASTENING TO COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM.
<br />SPECIAL INSPECTION BY A DEPUTY INSPECTOR IS REQUIRED WHERE THE
<br />FASTENER SPACING OF THE SHEATHING IS 4 INCHES ON CENTER OR LESS.
<br />10. SPECIAL ACTIVITY INSPECTION IS REQUIRED FOR (BUILDINGS OVER 5 STORIES OR
<br />60' IN HEIGHT)(BUILDINGS OVER 50,OOO SQ.FT. OF GROUND FLOOR
<br />AREA)(BUILDINGS OVER 200,000 SQ.FT. OF TOTAL FLOOR AREA.
<br />11. A COPY OF THE LOS ANGELES RESEARCH REPORT AND/OR CONDITIONS OF
<br />LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE.
<br />12. IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED, A SOILS INVESTIGATION
<br />REPORT MAY BE REQUIRED.
<br />13. HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED 1
<br />PLATE WASHERS; AND HOLD-DOWNS SHALL BE FINGER TIGHT AND WRENCH 2
<br />TURN JUST PRIOR TO COVERING THE WALL FRAMING. CONNECTOR BOLTS INTO
<br />FRAMING REQUIRE STEEL PLATE WASHERS ON THE POST ON THE OPPOSITE SIDE
<br />OF THE ANCHORAGE DEVICE. PLATE SIZE SHALL BE A MINIMUM OF 0.299 INCH BY 3
<br />INCHES BY 3 INCHES.
<br />14. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF
<br />PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. FLOOR SHALL HAVE TONGUE
<br />AND GROOVE OR BLOCKED PANEL EDGES. PLYWOOD SPANS SHALL CONFORM
<br />WITH TABLE 2304.7.
<br />15. ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR
<br />GALVANIZED BOX.
<br />16. ALL BOLTS SHALL BE DRILLED 1/32" TO 1/16" OVERSIZED.
<br />17. HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION
<br />INSPECTION.
<br />Bottom plate to joist, rim
<br />joist, band joist or blocking
<br />(at braced wall panel)
<br />Top plates, laps at corners and
<br />intersections
<br />1" brace to each stud and plate
<br />1" × 8" and wider sheathing to
<br />each bearing
<br />Rim joist, band joist or
<br />blocking to sill or top plate
<br />(roof applications also)
<br />Built-up girders and beams,
<br />2-inch lumber layers
<br />Bridging or blocking to joist,
<br />rafter or truss
<br />3-16d box (3.5" x 0.135") or
<br />2-16d common (3.5" x 0.162") or
<br />4-3" x 0.131" nails
<br />4-8d box (2.5" x 0.113") or
<br />3-16d box (3.5" x 0.135") or
<br />4-8d common (2.5" x 0.131") or
<br />4-10d box (3" x 0.128") or
<br />4-3" x 0.131" nails
<br />3-16d box (3.5" x 0.135") or
<br />2-16d common (3.5" x 0.162") or
<br />3-10d box (3" x 0.128") or
<br />4-3" x 0.131" nails
<br />3-10d box (3" x 0.128") or
<br />2-16d common (3.5" x 0.162") or
<br />3-3" x 0.131" nails
<br />3-8d box (2.5" x 0.113") or
<br />2-8d common (2.5" x 0.131") or
<br />2-10d box (3" x 0.128") or
<br />2 staples 1.75"
<br />3-8d box (2.5" x 0.113") or
<br />2-8d common (2.5" x 0.131") or
<br />2-10d box (3" x 0.128") or
<br />2 staples, 1" crown, 16" ga., 1.75" long
<br />3-8d box (2.5" x 0.113") or
<br />3-8d common (2.5" x 0.131") or
<br />3-10d box (3" x 0.128") or
<br />3 staples, 1" crown, 16" ga., 1.75" long
<br />Wider than 1"x8"
<br />4-8d box (2.5" x 0.113") or
<br />3-8d common (2.5" x 0.131") or
<br />3-10d box (3" x 0.128") or
<br />4 staples, 1" crown, 16" ga., 1.75" long
<br />Nail each layer as follows: 32" o.c.
<br />at top and bottom and staggered.
<br />24" o.c. face nail at top and bottom
<br />staggered on opposite sides
<br />4-8d box (2.5" x 0.113") or
<br />3-8d common (2.5" x 0.131") or
<br />3-10d box (3" x 0.128") or
<br />3-3" x 0.131" nails
<br />8d box (2.5" x 0.131")
<br />8d common (2.5" x 0.131") or
<br />10d box (3" x 0.128") or
<br />3" x 0.131" nails
<br />3-8d box (2.5" x 0.113") or
<br />2-8d common (2.5" x 0.131") or
<br />3-10d box (3" x 0.128") or
<br />2 staples, 1" crown, 16" ga., 1.75" long
<br />3-16d box (3.5" x 0.135") or
<br />2-16d common (3.5" x 0.162")
<br />3-16d box (3.5" x 0.135") or
<br />2-16d common (3.5" x 0.162")
<br />3-16d common (3.5" x 0.162") or
<br />4-10d box (3" x 0.128") or
<br />4-3" x 0.131" nails
<br />4-3" x 14ga. staples, 7/16" crown
<br />20d common (4" x 0.192") or
<br />10d box (3" x 0.128") or
<br />3" x 0.131" nails
<br />And:
<br />2-20d comon (4" x 0.192") or
<br />3-10d box (3" x 0.128") or
<br />3-3" x 0.131" nails
<br />4-16d box (3.5" x 0.135") or
<br />3-16d common (3.5" x 0.162") or
<br />4-10d box (3" x 0.128") or
<br />4-3" x 0.131" nails
<br />2-10d common (3" x 0.148") or
<br />2-8d box (2.5" x 0.131") or
<br />2-3" x 0.131" nails
<br />HARDWARE LARR REPORT#
<br />1. SIMPSON HDU - LARR 25720
<br />2. SIMPSON SSTB - LARR 25827
<br />3. SIMPSON HU/HUTF HANGER - LARR 25807/25803
<br />4. SIMPSON MST STRAP - LARR 25713
<br />5. SIMPSON A35/LTP4 FRAMING CLIPS - LARR 25814
<br />6. SIMPSON SDS WOOD SCREWS - LARR 25711
<br />7. SIMPSON CC/CCQ, ECC/ECCQ, PC, EPC - LARR 25714
<br />8. SIMPSON EPOXY SET - LARR 25279
<br />10. HARDY FRAMES - LARR 25759-T
<br />11. SIMPSON STRONG WALLS - LARR 25427
<br />11. SIMPSON ADJUSTABLE HANGERS - LARR 25804
<br />S-1.2
<br />Nailing schedules
<br />and Additional
<br />Notes
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<br />Sheet #
<br />Sheet title
<br />Date :
<br />Project #:
<br />Phase:
<br />10-10-2024
<br />24-186
<br />2nd submittal
<br />#Date
<br />Revisions:
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<br />215 W 4th St
<br />1/22/2025
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