|
MEMBER SIZES SPECIES COMB. SYMBOL USES
<br />Beams All DF/DF 24F-V4 Simple Spans
<br />Beams All DF/DF 24F-V4 Continuous or with Cantilever Spans
<br />Columns All DF L2 Post, Truss Member
<br />DATE:11/14/2024
<br />JOB NO: MLB24-1210
<br />DESIGNED BY: HK
<br />CHECKED BY: GB
<br />DE
<br />S
<br />C
<br />R
<br />I
<br />P
<br />T
<br />I
<br />O
<br />N
<br />DA
<br />T
<br />E
<br />RE
<br />V
<br />BY
<br />1 3 4 5
<br />-
<br />2
<br />-
<br />-
<br />MLB CONSULTING AND
<br />ENGINEERING, INC
<br />7918 FOOTHILL BLVD
<br />SUNLAND, CA 91040
<br />(818) 521-6342
<br />INFO@MLBENGINEERING.ORG
<br />4703 W McFadden
<br />Ave Santa Ana, CA
<br />92704
<br />DATE:11/14/2024
<br />JOB NO: MLB24-1210
<br />DESIGNED BY: HK
<br />CHECKED BY: GB
<br />DE
<br />S
<br />C
<br />R
<br />I
<br />P
<br />T
<br />I
<br />O
<br />N
<br />DA
<br />T
<br />E
<br />RE
<br />V
<br />BY
<br />1 3 4 5
<br />-
<br />2
<br />-
<br />-
<br />MLB CONSULTING AND
<br />ENGINEERING, INC
<br />7918 FOOTHILL BLVD
<br />SUNLAND, CA 91040
<br />(818) 521-6342
<br />INFO@MLBENGINEERING.ORG
<br />4703 W McFadden
<br />Ave Santa Ana, CA
<br />92704
<br />WOOD FRAMING
<br />REFERENCE STANDARDS: CONFORM TO:
<br />1. CBC CHAPTER 23 "WOOD"
<br />2. NDS - "2018 NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION
<br />3. ANSI/AWS - SDPWS-2015: SPECIAL DESIGN PROVISIONS FOR WIND & SEISMIC WITH
<br />COMMENTARY
<br />4. APA PDS-04 PLYWOOD DESIGN SPECIFICATIONS
<br />5. ANSI/TPI 1-2007 "NATIONAL DESIGN STANDARD FOR METAL-PLATE-CONNECTED WOOD TRUSS
<br />CONSTRUCTION"
<br />6. BCSI "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATED
<br />CONNECTED WOOD TRUSSES.
<br />7. TPI DSB "RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL PLATE
<br />CONNECTED WOOD TRUSSES"
<br />8. APA REPORT TT-045B "MINIMUM NAIL PENETRATION FOR WOOD STRUCTURAL PANEL
<br />CONNECTIONS SUBJECT
<br />9. TO LATERAL LOADS"
<br />SUBMITTALS: SUBMIT SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR REVIEW. SHOP DRAWINGS
<br />SHALL INCLUDE MEMBER SIZE, SPACING, CAMBER, MATERIAL TYPE, GRADE, SHOP AND FIELD
<br />ASSEMBLY DETAILS AND CONNECTIONS, TYPES AND LOCATION OF BOLTS AND OTHER FASTENERS.
<br />SUPPLY SHOP DRAWINGS FOR THE FOLLOWING:
<br />1. GLUED LAMINATED MEMBERS
<br />2. PSL MEMBERS
<br />3. LVL MEMBERS
<br />4. LSL MEMBERS
<br />5. TAPERED & PARALLEL WOOD I JOISTS (SOLID WEB-WOOD JOISTS)
<br />6. PANELIZED WOOD WALLS & CONNECTION DETAILS
<br />7. WOOD TIE-DOWN SYSTEMS
<br />DEFERRED SUBMITTALS: SUBMIT PRODUCT DATA AND PROOF OF ICC APPROVAL FOR FRAMING
<br />MEMBERS AND FASTENERS THAT HAVE BEEN DESIGNED BY OTHERS. SUBMIT CALCULATIONS
<br />PREPARED BY THE EOR IN THE STATE OF CALIFORNIA FOR ALL MEMBERS AND CONNECTIONS DESIGN
<br />BY OTHERS ALONG WITH SHOP DRAWINGS. ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS
<br />AND WEB STIFFENERS SHALL BE DETAILED AND FURNISHED BY THE SUPPLIER. TEMPORARY AND
<br />PERMANENT BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S
<br />SPECIFICATIONS. DEFLECTION LIMITS SHALL BE NOTED UNDER "DEFERRED SUBMITTALS" SECTION
<br />SPECIFIC DETAILS. PRODUCTS INCLUDED ARE:
<br />1.SOLID WEB WOOD JOISTS (I-JOISTS)
<br />2.WOOD TIE DOWN SYSTEMS: CONTINUOUS ROD HOLD-DOWN SYSTEMS, WITH TAKE-UP DEVICES,
<br />SHALL BE SPECIFIED. TAKE-UP DEVICES ARE REQUIRED AT EACH FRAMING LEVEL. ADDITIONAL
<br />FRAMING MEMBERS SHALL BE PROVIDED PER THE SYSTEM REQUIREMENTS REFER TO DETAILS
<br />AND LOADING ON THE STRUCTURAL DRAWINGS.
<br />IDENTIFICATIONS: ALL SAWN LUMBER AND PRE-MANUFACTURED WOOD PRODUCTS SHALL BE
<br />IDENTIFIED BY THE GRADE MARK OR A CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING
<br />AGENCY.
<br />MATERIALS:
<br />1.SAWN LUMBER: CONFORM TO GRADING RULES OF WWPA, WCLIB OR NLGA AND "TABLE OF
<br />SAWN LUMBER" FOUND ON THIS SHEET. FINGER JOINTED STUDS ACCEPTABLE AT INTERIOR
<br />WALLS ONLY.
<br />2.WOOD STRUCTURAL SHEATHING (PLYWOOD): WOOD APA-RATED STRUCTURAL SHEATHING
<br />INCLUDES: ALL VENEER PLYWOOD, ORIENTED STRAND BOARD, WAFERBOARD,
<br />PARTICLEBOARD, T1-11 SLIDING, AND COMPOSITES OF VENEER AND WOOD BASED MATERIAL
<br />WITH T&G JOINT. ARCHITECT MAY DISALLOW OSB. CONFIRM WITH ARCHITECT. CONFORM TO
<br />"CONSTRUCTION AND INDUSTRIAL PLYWOOD" BASED ON PRODUCT STANDARD PS 1-07 BY THE
<br />U.S. DEPT OF COMMERCE, AND "PERFORMANCE STANDARD FOR WOOD-BASED
<br />STRUCTURAL-USE PANELS" BASED ON PRODUCT PS 2-04 BY THE U.S. DEPT. IF CINNERCE AND
<br />"PLYWOOD DESIGN SPECIFICATION" BASED ON APA PDS-04 BY THE AMERICAN PLYWOOD
<br />ASSOCIATION. UNLESS NOTED OTHERWISE, SHEATHING SHALL COMPLY WITH THE "TABLE OF
<br />SHEATHING" FOUND ON THIS SHEET.
<br />3.GLUED LAMINATED TIMBER: CONFORM TO AITC 117-2004 "STANDARD SPECIFICATIONS FOR
<br />STRUCTURAL GLUE-LAMINATED TIMBER OF SOFTWOOD SPECIES, MANUFACTURING AND
<br />DESIGN" AND ANSI/AITC A190.1 "STRUCTURAL GLUED LAMINATED TIMBER." CAMBER ALL GLUED
<br />LAMINATED BEAMS, EXCEPT CANTILEVERED AND CONTINUOUS BEAMS, TO 3000' RADIUS,
<br />UNLESS SHOWN OTHERWISE ON PLANS.
<br />4.ENGINEERED WOOD PRODUCTS (TrusJoist): THE FOLLOWING MATERIALS ARE BASED ON
<br />LUMBER MANUFACTURED BY TrusJoist AND WERE USED FOR THE DESIGN AS SHOWN ON PLANS.
<br />ALTERNATE PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY
<br />HAVE CURRENT ICC APPROVAL FOR EQUIVALENT OR GREATER LOAD AND STIFFNESS
<br />PROPERTIES AND ARE REVIEWED AND APPROVED BY THE EOR. A HUD MATERIAL RELEASE
<br />FORM IS REQUIRED FORE ALL MANUFACTURED WOOD PRODUCTS LISTED BELOW:
<br />a.LAMINATED VENEER LUMBER (LVL): CONFORM TO ICC-ES REPORT NO. ESR-1387 OR CCMC
<br />REPORT NO. 08675-R.
<br />b.PARALLEL STRAND LUMBER (PSL): CONFORM TO ICC-ES REPORT NO. ESR-1387 OR CCMC
<br />REPORT NO. 11161-R
<br />c.LAMINATED STRAND LUMBER (LSL): CONFORM TO ICC REPORT NO. ESR-1387 OR CCMC
<br />REPORT NO.
<br />12627-R.
<br />d.PARALLEL CHORD I-JOISTS (DEFERRED SUBMITTAL): CONFORM TO ICC REPORT NO. ESR-1153.
<br />THE
<br />MANUFACTURER SHALL DESIGN THE JOISTS FOR THE SPANS AND CONDITIONS SHOWN ON
<br />THE PLANS. JOISTS SHALL HAVE WOOD CHORDS AND SOLID WOOD WEBS. JOISTS SHALL BE
<br />TAPERED OR PARALLELL AS SHOWN ON THE PLANS.
<br />5.TIMBER CONNECTORS: SHALL BE "STRONG TIE" BY SIMPSON COMPANY AS SPECIFIED IN THEIR
<br />LATEST CATALOG. ALTERNATE CONNECTORS BY OTHER MANUFACTURERS MAY BE
<br />SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUIVALENT OR GREATER
<br />LOAD CAPACITIES AND ARE REVIEWED AND APPROVED BY THE SER. PRIOR TO ORDERING.
<br />CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. WHERE
<br />CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN
<br />EACH MEMBER. WHERE STRAPS ARE USED AS HOLD-DOWNS, NAIL STRAPS TO WOOD FRAMING
<br />JUST PRIOR TO DRYWALL APPLICATION, AS LATE AS POSSIBLE IN THE FRAMING PROCESS TO
<br />ALLOW WOOD TO SHRINK AND THE BUILDING TO SETTLE. PREMATURE NAILING OF THE STRAP
<br />MAY LEAD TO STRAP BUCKLING AND POTENTIAL FINISH DAMAGE.
<br />6. WHERE CONNECTORS ARE IN EXPOSED EXTERIOR APPLICATIONS IN CONTACT WITH
<br />PRESERVATIVE TREATED WOOD (PT) OTHER THAN CCA, CONNECTORS SHALL BE EITHER BATCH
<br />HOT-DIPPED GALVANIZED (HDG), MECHANICALLY GALVANIZED (ASTM B695, CLASS 55 MINIMUM)
<br />STAINLESS STEEL, OR PROVIDED WITH 1.85 OZ/SF OF ZINC GALVANIZING EQUAL TO OR BETTER
<br />THAN SIMPSON ZMAX FINISH.
<br />7.FASTENERS: (NAILS, BOLTS, SCREWS, ETC) ATTACHING TIMBER CONNECTORS (JOIST HANGERS,
<br />POST CAPS, AND BASSES, ETC) TO PT WOOD SHALL HAVE SIMILAR CORROSION RESISTANT
<br />PROPERTIES (MATCHING PROTECTIVE TREATMENTS) AS THE PROTECTED CONNECTOR.
<br />FASTENERS (NAILS, BOLTS, SCREWS, ETC.) ATTACHING SAWN TIMBER MEMBERS OR
<br />SHEATHING (SHEAR WALLS) TO PT WOOD SHALL BE CORROSION RESISTANT; NAILS AND LAG
<br />BOLTS SHALL BE EITHER HDG (ASTM A153) OR STAINLESS STEEL. VERIFY THE SUITABILITY OF
<br />THE FASTENER PROTECTION/COATING WITH THE WOOD TREATMENT CHEMICAL
<br />MANUFACTURER/SUPPLIER. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS
<br />AND LAG SCREWS BEARING ON WOOD.
<br />8.LAG BOLTS/BOLTS: CONFORM TO ASTM A307 AND CBC SECTION 2304.9
<br />ROOF AND FLOOR PANELS: UNLESS NOTED OTHERWISE ON DRAWINGS, INSTALL ROOF AND FLOOR
<br />PANELS WITH LONG DIMENSIONS ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR
<br />MORE SPANS. END JOINTS SHALL OCCUR OVER SUPPORTS. HUD MATERIALS BULLETIN 40C GRADE
<br />MARKING OF SHEATHING CERTIFICATION IS REQUIRED.
<br />NAILING REQUIREMENTS: CONFORM TO CBC SECTION 2304.9 "CONNECTIONS AND FASTENERS." UNLESS
<br />NOTED ON PLANS, NAIL PER TABLE 2304.9.1. NAILING FOR ROOF/FLOOR DIAPHRAGMS/SHEARWALLS
<br />SHALL BE PER DRAWINGS. NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE
<br />OF SHEATHING. ALTERNATE NAILS MAY BE USED BUT ARE SUBJECT TO REVIEW AND APPROVAL BY THE
<br />EOR. SUBSTITUTION OF STAPLES FOR THE NAILING OF RATED SHEATHING IS SUBJECT TO REVIEW BY
<br />THE EOR PRIOR TO CONSTRUCTION.
<br />STANDARD LIGHT-FRAME CONSTRUCTION: UNLESS NOTED ON THE PLANS, CONSTRUCTION SHALL
<br />CONFORM TO CBC SECTION 2308 "CONVENTIONAL LIGHT-FRAME CONSTRUCTION."
<br />NAILERS ON STEEL COLUMNS AND BEAMS: WOOD 3X NAILERS ARE GENERALLY REQUIRED ON ALL HSS
<br />COLUMNS AND STEEL BEAMS ABUTTING OR EMBEDDED WITHIN WOOD FRAMING. UNLESS NOTED
<br />OTHERWISE, ATTACH WITH 5/8" DIAMETER BOLTS OR WELDED STUDS @ 16" ON CENTERS. WOOD
<br />NAILERS ON BEAMS SUPPORTING JOIST HANGER SHALL BE FLUSH WITH BEAM FLANGE.
<br />MOISTURE CONTENT: WOOD MATERIAL USED FOR THIS PROJECT SHALL HAVE MAXIMUM MOISTURE
<br />CONTENT OF 19% EXCEPT FOR THE PRESSURE-TREATED WOOD SILL PLATE. REFER TO "TESTING &
<br />INSPECTIONS" FOR THE VERIFICATION OF THESE LIMITS. THE MAXIMUM MOISTURE CONTENT REQUIRED
<br />MAY BE LESS THAN 19% WHEN BASED ON A PARTICULAR CLADDING/INSULATION SYSYTEM. REFER TO
<br />THE ARCHITECTURAL DRAWINGS, AND PROJECT SPECIFICATIONS, OR WITH CLADDING INSTALLER FOR
<br />MAXIMUM RECOMMENDED MOISTURE CONTENT.
<br />SHRINKAGE COMPENSATION FOR MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS: MEP SYSTEMS,
<br />INCLUDING DUCTWORK, PIPES, AND OTHER ELEMENTS THAT RUN CONTINUOUSLY BETWEEN LEVELS
<br />SHALL BE INSTALLED/DESIGNED IN SUCH A MANNER TO ACCOMMODATE SHRINKAGE IN THE WOOD
<br />FRAMING. WOOD SHRINKAGE AMOUNTS WILL VARY DEPENDING ON THE CONSTRUCTION PROCESS AND
<br />MATERIALS USED. THE ANTICIPATED SHRINKAGE UNDER TYPICAL CONDITIONS IS EXPECTED TO RANGE
<br />BETWEEN 1/8" TO 1/4" PER FLOOR.
<br />CLADDING COMPATIBILITY: THE ARCHITECT/OWNER SHALL REVIEW THE CLADDING AND INSULATION
<br />SYSTEMS PROPOSED FOR THE PROJECT WITH RESPECT TO THEIR PERFORMANCE OVER WOOD STUDS
<br />WITH MOISTER CONTENTS GREATER THAN 19%. EIFS SYSTEMS SHOULD BE AVOIDED ON
<br />WOOD-FRAMED PROJECTS DUE TO PROBLEMS WITH MOISTURE PROOFING.
<br />PRESERVATIVE TREATMENT (PT): WOOD MATERIALS ARE REQUIRED TO BE "TREATED WOOD" IN
<br />ACCORDANCE WITH CBC SECTION 2304.11 "DECAY AND TERMITE PROTECTION" SHALL CONFORM TO
<br />THE APPROPRIATE STANDARDS OF THE AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA) FOR
<br />SAWN LUMBER, GLUED LAMINATED TIMBER, ROUND POLES, WOOD PILES AND MARINE PILES. FOLLOW
<br />AMERICAN LUMBER STANDARDS COMMITTEE (ALSC) QUALITY ASSURANCE PROCEDURES. PRODUCTS
<br />SHALL BEAR THE APPROPRIATE MARK. FASTENERS OR ANCHORS IN TREATED WOOD SHALL BE OF
<br />STAINLESS STEEL OR HOT-DIPPED GALVANIZED OR AS PER CBC 2304.9.5. HUD UM48a
<br />PRESSURE-TREATED LUMBER AND PLYWOOD CERTIFICATION IS REQUIRED.
<br />MEMBER USE SIZE SPECIES GRADE
<br />Stud 2x4, 3x4, 2x6, 3x6 Doug Fir Larch No.2
<br />Sill Plate 2x4, 3x4, 2x6, 3x6 PT Doug Fir Larch No.2
<br />Post 4x4, 4x6, 4x8 Doug Fir Larch No.2
<br />Floor or Roof Joist 2x6 through 2x12 Doug Fir Larch No.2
<br />Beam 4x8 through 4x12 Doug Fir Larch No.2
<br />Beam 6x8 through 6x12 Doug Fir Larch No.1
<br />Post or Timber 6x6, 8x8 Doug Fir Larch No.1
<br />TABLE OF SAWN LUMBER
<br />LOCATION THICKNESS SPAN RATING PLYWOOD GRADE EXPOSURE
<br />Roof 15/32"32/16 C-D 1
<br />Floor 23/32" T&G 24 OC STUD-I-FLOOR 1
<br />Walls 15/32"32/16 C-D 1
<br />TABLE OF SHEATHING - USE, MINIMUM THICKNESS AND MINIMUM APA RATING
<br />TYPE USE WIDTHS E (106) (psi)Fb
<br />(psi)Fv (psi) Fc// (psi)
<br />LSL Rimboard Rimboard or Stair Stringer 1 1/2"1.3E 1700 400 1835
<br />Timberstrand LSL Header, Beam or Column < 9"
<br />depth 3 1/2"1.3E 1700 400 1835
<br />Timberstrand LSL Rimboard, Header or Beam ≥
<br />9" depth 1 3/4" , 3 1/2"1.55E 2325 310 2170
<br />Timberstrand LSL Wall Stud 2x4 & 2x6 1 1/2"1.3E 1700 400 1300
<br />Wall Stud > 2x6 1 1/2"1.5E 2250 400 1950
<br />Microllam LVL Header, Beam 1 3/4"2.0E 2600 285 2510
<br />Parallam PSL Header, Beam 3 1/2" , 5 1/4", 7"2.0E 2900 290 2900
<br />Parallam PSL Column 3 1/2" , 5 1/4", 7"1.8E 2400 190 2500
<br />TABLE OF ENGINEERED WOOD REQUIREMENTS
<br />TABLE OF GLULAM AND GRADE
<br />S-0.13
<br />ST
<br />R
<br />U
<br />C
<br />T
<br />U
<br />R
<br />A
<br />L
<br />
<br />N
<br />O
<br />T
<br />E
<br />S
<br />Wood structural panels, combination subfloor underlayment to framing
<br />35. 3/4" and less 8d common (2 1/2" x 0.131"); or
<br />6d deformed (2" x 0.113")6 12
<br />36. 7/8" - 1"8d common (2 1/2" x 0.131"); or
<br />8d deformed (2 1/2" x 0.131")6 12
<br />37. 1 1/8" - 1 1/4"10d common (3" x 0.148"); or
<br />8d deformed (2 1/2" x 0.131")6 12
<br />ROOF
<br />1. Blocking between ceiling joists rafters or trusses
<br />to top plate or framing below
<br />3-8d common (2 1/2" X 0.131"); or
<br />3-10d box (3" X 0.128"); or
<br />3-3" 0.131" nails; or
<br />3-3" 14 gage staples, 7/16" crown
<br />Each end, toenail
<br />Blocking between rafters or truss not at the wall top
<br />plate, to rafter or truss
<br />2-8d common (2 1/2" X 0.131")
<br />2-3" x 0.131" nails
<br />2-3" 14 gage staples
<br />Each end, toenail
<br />2-16d common (3 1/2" x 0.162"
<br />3-3" x 0.131" nails
<br />3-3" 14 gage staples
<br />End nail
<br />Flat blocking to truss and web filler
<br />16d common (3 1/2" x 0.162") @ 6"
<br />o.c.
<br />3" x 0.131" nails @ 6" o.c.
<br />3" x 14 gage staples @ 6" o.c.
<br />Face nail
<br />2. Ceiling joists to top plate
<br />3-8d common (2 1/2" 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 />Each joist, toenail
<br />3. Ceiling joist not attached to parallel rafter, laps
<br />over partitions (no thrust) (see Section 2308.7.3.1,
<br />Table 2308.7.3.1)
<br />3-16d common (3 1/2" 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 />Face nail
<br />4. Ceiling joist attached to parallel rafter (heel joint)
<br />(see Section 2308.7.3.1, Table 2308.7.3.1)Per Table 2308.7.3.1 Face nail
<br />5. Collar tie to rafter
<br />3-10d common (3 1/2" x 0.148"); 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 />Face nail
<br />6. Rafter or roof truss to itop plate (See Section
<br />2308.7.5, Table 2308.7.5)
<br />3-10d common (3 1/2" x 0.148"); or
<br />3-16d box (3 1/2" 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 />Toenailc
<br />7. Roof rafters to ridge valley or hip rafters; or roof
<br />rafter to 2-inch ridge beam
<br />2-16d common (3 1/2" x 0.162"); or
<br />3-10d box (3 1/2" x 0.128"); or
<br />3-3" x 0.131 nails; or
<br />3-3" 14 gage staples, 7/16" crown;
<br />or
<br />End nail
<br />3-10d common (3 1/2" x 0.148"); or
<br />4-16d box (3 1/2" 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 />Toenail
<br />WALL
<br />8. Stud to stud (not at braced wall 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" x 0.131" 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 intersecting
<br />wall corners (at braced wall panels)
<br />16d common (3 1/2" x 0.162"); or 16" o.c. face nail
<br />16d box (3 1/2" x 0.135"); or 12" o.c. face nail
<br />3" x 0.131" nails; or
<br />3-3" 14 gage staples, 7/16" crown 12" o.c. face nail
<br />10. Built-up header (2" to 2" header)
<br />16d common (3 1/2" x 0.162"); or 16" o.c. each
<br />edge, face nail
<br />16d box (3 1/2" x 0.135")12" o.c. each
<br />edge, face nail
<br />11. Continuous header to stud 4-8d common (2 1/2" x 0.131"); or
<br />4-10d box (3" x 0.128")Toenail
<br />12. Top plate to top plate
<br />16d common (3 1/2" x 0.162"); or 16" o.c. face nail
<br />10d box (3" x 0.128"); or
<br />3" x 0.131" nails; or
<br />3" 14 gage staples, 7/16" crown
<br />12" o.c. face nail
<br />13. Top plate to top plate, at end joints
<br />8-16d common (3 1/2" x 0.162"); or
<br />12-10d box (3 1/2" x 0.128"); or
<br />12-3" x 0.131" nails; or
<br />12-3" 14 gage staples, 7/16" crown
<br />Each side of end
<br />joint, face nail
<br />(minimum 24" lap
<br />splice length each
<br />side of end joint)
<br />14. Bottom plate to joist, rim joist, band joist or
<br />blocking (not at braced wall panels)
<br />16d common (3 1/2" x 0.162"); or 16" o.c. face nail
<br />16d box (3 1/2" x 0.135"); or
<br />3" x 0.131" 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 joist or
<br />blocking at braced wall panels
<br />2-16d common (3 1/2" x 0.162"); or
<br />3-16d box (3 1/2" x 0.135"); or
<br />4-3" x 0.131" 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
<br />4-8d common (2 1/2" 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
<br />or
<br />Toenail
<br />2-16d common (3 1/2" x 0.162"); or
<br />3-10d box (3 1/2" x 0.128"); or
<br />3-3" x 0.131" nails; or
<br />3-3" 14 gage staples, 7/16" crown
<br />End nail
<br />17. Top plates, laps at corners and intersections
<br />2-16d common (3 1/2" x 0.131"); or
<br />3-10d box (3 1/2" x 0.128"); or
<br />3-3" x 0.131" nails; or
<br />3-3" 14 gage staples, 7/16" crown
<br />Face nail
<br />18. 1" brace to each stud and plate
<br />2-8d common (2 1/2" x 0.131"); or
<br />2-10d box (3 1/2" x 0.128"); or
<br />2-3" x 0.131" nails; or
<br />2-3" 14 gage staples, 7/16" crown
<br />Face nail
<br />19. 1" x 6" sheathing to each bearing 2-8d common (2 1/2" x 0.131"); or
<br />2-10d box (3 1/2" x 0.128"); or Face nail
<br />20. 1" x 8" and wider sheathing to each bearing 3-8d common (2 1/2" x 0.131"); or
<br />3-10d box (3 1/2" x 0.128"); or Face nail
<br />FLOOR
<br />21. Joist to sill, top plate, or girder
<br />3-8d common (2 1/2" x 0.131"); or
<br />3-10d box (3 1/2" x 0.128"); or
<br />3-3" x 0.131" nails; or
<br />3-3" 14 gage staples, 7/16" crown
<br />Toenail
<br />22. Rim joist, band joist, or blocking to top
<br />plate, sill or other framing below
<br />8d common (2 1/2" x 0.131"); or
<br />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 />6" o.c., toenail
<br />23. 1" x 6" subfloor or less to each joist 2-8d common (2 1/2" x 0.131"); or
<br />2-10d box (3" x 0.128")Face nail
<br />24. 2" subfloor to joist or girder 2-16d common (3 1/2" x 0.162")Face nail
<br />25. 2" planks (plank & beam - floor & roof)2-16d common (3 1/2" x 0.162")Each bearing, face nail
<br />26. Built-up girders and beams, 2" lumber
<br />layers
<br />20d common (4" x 0.192")
<br />32" o.c., face nail at top and
<br />bottom staggered on opposite
<br />sides
<br />10d box (3" x 0.128"); or
<br />3" x 0.131" nails; or
<br />3" 14 gage staples, 7/16" crown
<br />24" o.c., face nail at top and
<br />bottom staggered on opposite
<br />sides
<br />And:
<br />2-20d common (4" x 0.192); 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 />Ends and at each splice, face
<br />nail
<br />27. Ledger strip supporting joists or rafters
<br />3-16d common (3 1/2" 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 />Each joist or rafter, face nail
<br />28. Joist to band joist or rim joist
<br />3-16d common (3 1/2" 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 />End nail
<br />29. Bridging or blocking to joist, rafter or
<br />truss
<br />2-8d common (2 1/2" 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 />Each end, toenail
<br />Wood structural panels (WSP), subfloor, roof and interior wall sheathing to framing and particle wall sheathing to
<br />framinga
<br />Edges
<br />(inches)
<br />Intermediate
<br />supports
<br />(inches)
<br />30. 3/8" - 1/2"
<br />6d common or deformed (2" x 0.113")
<br />(subfloor and wall)6 12
<br />8d common or deformed (2 1/2" x 0.131")
<br />(roof) or RSRS-01 (2 3/8" x 0.113") nail
<br />(roof)d
<br />6 12
<br />2 3/8" x 0.113" nail (subfloor and wall)6 12
<br />1 3/4" 16 gage staple, 7/16" crown (subfloor
<br />and wall)4 8
<br />2 3/8" x 0.113" nail (roof)4 8
<br />1 3/4" 16 gage staple, 7/16" crown (roof)3 6
<br />31. 19/32" - 3/4"
<br />8d common (2 1/2" x 0.131"); or
<br />6d deformed (2" x 0.113") (subfloor and
<br />wall)
<br />6 12
<br />8d common or deformed (2 1/2" x 0.131")
<br />(roof) or RSRS-01 (2 3/8" x 0.113") nail
<br />(roof)d
<br />6 12
<br />2 3/8" x 0.113" nail; or
<br />2" 16 gage staple, 7/16" crown 4 8
<br />32. 7/8" - 1/4"10d common (3" x 0.148"); or
<br />8d deformed (2 1/2" x 0.131")6 12
<br />Other Exterior Wall Sheathing
<br />33. 1/2" fiberboard sheathingb
<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 />3 6
<br />34. 19/32" - 3/4"
<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 />3 6
<br />Interior paneling
<br />40. 1/4"4d casing (1 1/2" x 0.080"; or
<br />4d finish (1 1/2" x 0.072")6 12
<br />41. 3/8"6d casing (2" x 0.099"; or
<br />6d finish (Panel supports at 24 inches)6 12
<br />Panel siding to framing
<br />38. 1/2" or less
<br />6d corrosion-resistant siding
<br />(1 7/8" x 0.106"); or
<br />6d corrosion-resistant casing (2" x 0.099")
<br />6 12
<br />39. 5/8"
<br />8d corrosion-resistant siding
<br />(2 3/8" x 0.128"); or
<br />8d corrosion-resistant casing
<br />(2 1/2" x 0.113")
<br />6 12
<br />FOR SI: 1 INCH = 25.4 mm.
<br />a. NAILS SPACED AT 6 INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE48 INCHES OR MORE. FOR
<br />NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO
<br />SECTION 2305. NAILS 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
<br />SUPPORTS FOR NONSTRUCTURAL APPLICATIONS. PANEL SUPPORTS AT 16 INCHES (20 INCHES IF STRENGTH
<br />AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED).
<br />c. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS
<br />SCHEDULE AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE,
<br />THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED TO ONE NAIL.
<br />d. RSRS-01 IS A ROOF SHEATHING RING SHANK NAIL MEETING THE SPECIFICATIONS IN ASTM F1667
<br />NAILING SCHEDULE
|