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<br />6.0 STRUCTURAL WOOD:
<br />6.0.1 LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE STANDARD GRADING RULES PPROVED BY THE BOARD OF
<br />REVIEW OF THE AMERICAN LUMBER STANDARDS COMMITTEE & ERTIFIED FOR CONFORMANCE WITH U.S.
<br />DEPARTMENT OF COMMERCE VOLUNTARY RODUCT.
<br />6.0.2 ALL WOOD MEMBERS SHALL BE DOUGLAS FIR (DF) OR LARCH GRADE -MARKED BY A ECOGNIZED GRADING AGENCY
<br />(WCLIB OR WWPA). LUMBER GRADES SHALL BE AS FOLLOWS:
<br />LUMBER GRADES:
<br />HORIZONTAL MEMBERS:
<br />JOISTS AND RAFTERS: GRADE # 2
<br />BEAM:
<br />WIDTH 4X GRADE # 2
<br />WIDTH 6X OR LARGER GRADE # 1
<br />HEADERS: GRADE # 2
<br />TOP PLATES: MATCH VERT. EMBERS
<br />VERTICAL MEMBERS
<br />2x4 STUDS: GRADE # 2
<br />POST: GRADE # 2
<br />6.0.3 ALL WOOD PRODUCT STRUCTURAL PANELS (PLYWOOD COMPOSITE, WAFER BOARD, ORIENTED STRAND BOARD,
<br />STRUCTURAL PARTICLE BOARD) SHALL COMPLY WITH U.S. PRODUCT STANDARD DOC PS1 OR DOC PS2 (ANSI
<br />A-199.1) OR SHALL COMPLY WITH THE AMERICAN PLYWOOD ASSOCIATION STANDARDS FOR APA STRUCTURAL.
<br />PANELS WHICH MAY HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER OR TO MOISTURE
<br />SHALL BE CLASSIFIED AS EXTERIOR. THE SPACING IN INCHES OF ROOF AND FLOOR SUPPORTS OVER WHICH
<br />PANELS ARE APPLIED SHALL NOT EXCEED THE SPAN RATING STAMPED ON THE PANEL. PANEL THICKNESS AND
<br />INDEX SHALL COMPLY WITH AND BE IDENTIFIED WITH THE APPROPRIATE GRADE MARK AS FOLLOWS:
<br />WOOD PANEL SCHEDULE:
<br />USE GRADE & GRADE MARKS
<br />ROOF SHEATHING APA RATED SHEATHING ESPOSURE 1
<br />WALL SHEATHING APA RATED SHEATHING ESPOSURE 1
<br />CONFORMING WITH PS-1
<br />6.0.4 ROOF SHEATHING THICKNESS, GRADE, AND NAILING SHALL BE PER STRUCTURAL PLANS, CONFORMING TO
<br />PRODUCT STANDARD PS-1, LATEST ADOPTED EDITION, INTERIOR TYPE WITH EXTERIOR GLUE.
<br />6.0.5 FLOOR SHEATHING THICKNESS, GRADE, AND NAILING SHALL BE PER STRUCTURAL PLANS, CONFORMING TO
<br />PRODUCT STANDARD PS-1, LATEST ADOPTED EDITION, TONGUE AND GROOVE, INTERIOR TYPE WITH EXTERIOR
<br />GLUE. 2x BLOCKING MAY BE USED AT ALL UNSUPPORTED EDGES IN LIEU OF TONGUE AND GROOVE EDGES.
<br />6.0.6 PLYWOOD SHEATHING SHALL BE LAID PERPENDICULAR TO FRAMING MEMBERS WITH 4'-0" JOINTS
<br />STAGGERED AND CENTERED ON FRAMING MEMBERS.
<br />6.0.7 PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO ALL FRAMING MEMBERS WITH AN ADHESIVE
<br />MEETING APA SPECIFICATION AFG-01, APPLIED IN ACCORDANCE WITH MANUFACTURER'S
<br />RECOMMENDATIONS.
<br />6.0.8 PLYWOOD NAILS SHALL BE SAME GAGE OR LARGER AS COMMON NAILS WITH LENGTHS AT LEAST EQUAL TO
<br />LENGTH OF COMMON NAIL REQUIRED PLUS SHEATHING THICKNESS, UNLESS NOTED OTHERWISE.
<br />6.0.9 ALL WOOD IN CONTACT WITH CONCRETE SHALL BE TREATED DOUGLAS FIR OR FOUNDATION REDWOOD.
<br />EXTERIOR WALL SILL PLATES SHALL BE SECURED TO CONCRETE WITH 5/8"x10" LONG ANCHOR BOLTS WITH 7"
<br />MINIMUM EMBEDMENT INTO CONCRETE AT A MAXIMUM SPACING OF 4'-0" O.C. AND 1'-0" FROM EACH END. FOR
<br />SPECIAL CONDITIONS AT SHEAR WALL ANCHORAGE, SEE SHEAR WALL SCHEDULE. ALL HARDWARE INCLUDING
<br />NAILS IN CONTACT W/ PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED.
<br />6.0.10 BOLT HOLES SHALL BE THE SAME SIZE AS THE NOMINAL SIZE OF BOLT USED PLUS 1/32"-1/16". IF BOLT HOLE IS
<br />OVERSIZED, FILL HOLE WITH EPDXY. RE -TIGHTEN ALL NUTS PRIOR TO CLOSING IN WALL.
<br />6.0.11 DO NOT BORE OR NOTCH JOISTS, RAFTERS, OR BEAMS, EXCEPT WHERE SHOWN IN DETAILS. OBTAIN ENGINEER'S
<br />APPROVAL FOR ANY HOLES OR NOTCHES NOT DETAILED. HOLES THROUGH SILL PLATES, STUDS, AND DOUBLE
<br />PLATES IN INTERIOR BEARING AND SHEAR WALLS SHALL NOT EXCEED 1/3 THE PLATE OR STUD WIDTH. USE BORED
<br />HOLES LOCATED IN THE CENTER OF THE STUD OR PLATE.
<br />6.0.12 NAILING SHALL COMPLY WITH NAILING SCHEDULE. NAILS EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED,
<br />UNLESS OTHERWISE NOTED.
<br />6.0.13 STANDARD CUT WASHERS SHALL BE USED UNDER BOLT HEADS AND NUTS AGAINST WOOD. 3"x3"xl/4" WASHER
<br />SHALL BE USED UNDER BOLT HEADS OF ALL ANCHOR BOLTS.
<br />6.0.14 ALL STUD PARTITIONS, OR WALLS OVER 10'-0" HIGH SHALL HAVE 2x BLOCKING, SAME WIDTH AS THE STUD,
<br />PREFERABLY AT MID -HEIGHT BUT NOT TO EXCEED INTERVALS OF F-0". THIS BLOCKING MAY BE USED AS FIRE
<br />BLOCKING.
<br />6.0.15 PROVIDE SOLID BLOCKING AT ENDS AND AT SUPPORTS OF ALL FLOOR JOISTS AND ROOF RAFTERS AS WELL AS
<br />UNDER PARTITIONS AND AT RIDGE LINE. PROVIDE DOUBLE FLOOR JOISTS UNDER PARALLEL PARTITIONS AND
<br />SOLID BLOCKING AT PERPENDICULAR PARTITIONS.
<br />6.0.16 TOP PLATES OF ALL BEARING WOOD STUD WALLS SHALL BE TWO PIECES, SAME SIZE AS STUDS AND LAPPED 4'-0"
<br />MINIMUM WITH NOT LESS THAN 12-16d NAILS AT EACH SIDE OF TOP PLATE BREAK POINT WITH A MAXIMUM
<br />SPACING OF 4" O.C. UNLESS OTHERWISE NOTED.
<br />6.0.17 PROVIDE TWO (2) 2x STUDS AT SUPPORT LOCATIONS FOR ALL 48 OR LARGER BEAMS, UNLESS OTHERWISE
<br />NOTED.
<br />6.0.18 ALL STUDS SHALL HAVE FULL BEARING ON BOTTOM PLATE. ALL JOISTS, HEADERS, BEAMS, AND RAFTERS SHALL
<br />HAVE A MINIMUM SOLID LEVEL BEARING OF 1 1/2" AT EACH END.
<br />6.0.19 NOT LESS THAN THREE (3) STUDS SHALL BE INSTALLED AT EVERY CORNER OF AN EXTERIOR OR INTERIOR
<br />BEARING WALL.
<br />6.0.20 ALL BEAMS, JOISTS, RAFTERS, ETC. SHALL BE INSTALLED WITH THE CROWN SIDE UP.
<br />6.0.21 BOLTS SHALL HAVE 7 DIAMETER MINIMUM END DISTANCE AND 4 DIAMETER MINIMUM EDGE DISTANCE UNLESS
<br />OTHERWISE NOTED.
<br />6.0.22 ALL FRAMING ANCHORS, POST CAPS, COLUMN BASES, HANGERS, ETC. SHALL BE MANUFACTURED BY SIMPSON
<br />STRONG -TIE, OR APPROVED EQUAL.
<br />6.0.23 PRESERVATIVE -TREATED DOUGLAS FIR SHALL BE NO.2 MINIMUM AND BEAR'AWPS' QUALITY MARK AND THE WCLIB
<br />OR WWPA GRADE STAMP. CERTIFICATES ARE NOT ACCEPTABLE.
<br />6.0.24 CUTS AND HOLES IN PRESSURE TREATED LUMBER SHALL BE TREATED PER AWPA 84.
<br />6.0.24 CUTS AND HOLES IN PRESSURE TREATED LUMBER SHALL BE TREATED PER AWPA 84.
<br />6.0.25 UNTREATED LUMBER SHALL BE DRY AND WELL SEASONED, AND THE MOISTURE CONTENT SHALL NOT EXCEED
<br />19%. ALL LUMBER SHALL BE AIR SEASONED NOT LESS THAN 30 DAYS BEFORE BEING COVERED WITH FINISHING
<br />MATERIAL.
<br />6.0.26 FOUNDATIONS SUPPORTING WOOD SHALL EXTEND 6" MINIMUM ABOVE ADJACENT FINISH GRADE.
<br />If this sheet is smaller than 24" high by 36" wide then it has been reduced.
<br />B
<br />IN
<br />STRUCTURAL NOTES
<br />6.4 LAG SCREW LEAD HOLES AND INSERTION: 6.7 FASTENING SCHEDULE:
<br />6.4.1 PRE -BORED HOLES FOR LAG SCREWS SHALL HAVE THE SAME DIAMETER AS THE SHANK FOR THE
<br />LENGTH OF THE SHANK AND FROM 60%%% TO 75%%% OF THE SHANK DIAMETER FOR THE
<br />THREADED PORTION. THE HIGHER PERCENTAGE APPLIES TO LAG SCREWS OF LARGER
<br />DIAMETERS. EXTRA LONG LAG SCREWS MAY REQUIRE SLIGHTLY LARGER LEAD HOLES TO
<br />PREVENT SPLITTING AND TO FACILITATE TURNING.
<br />6.4.2 LAG SCREWS SHALL BE INSERTED BY TURNING WITH A WRENCH. DRIVING WITH A HAMMER TEARS
<br />THE WOOD FIBERS AND DAMAGES THE SCREW THREAD, SIGNIFICANTLY REDUCING THE LOAD
<br />CARRYING CAPACITY OF THE SCREW AND THEREFORE IS NOT PERMITTED. SOAP OR OTHER
<br />LUBRICANTS MAY BE USED TO FACILITATE INSERTION OF LAG SCREWS.
<br />6.5 MACHINE APPLIED NAILING:
<br />6.5.1 THE USE OF MACHINE NAILING FOR PLYWOOD IS SUBJECT TO A SATISFACTORY JOB SITE
<br />DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL OF THE PROJECT ENGINEER AND
<br />THE QUALITY CONTROL SUPERVISOR. THE APPROVAL IS SUBJECT TO CONTINUED
<br />SATISFACTORY PERFORMANCE.
<br />6.5.2 NAIL HEADS SHALL NOT PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A
<br />HAND HAMMER.
<br />6.5.3 EDGE DISTANCES SHALL BE MAINTAINED. SHINERS SHALL BE REPLACED. IF NAIL HEADS
<br />PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER OR IF
<br />MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED THE PERFORMANCE WILL BE
<br />DEEMED UNSATISFACTORY.
<br />6.5.4 MACHINE NAILING WILL NOT BE APPROVED FOR PLYWOOD 5/16" OR LESS IN THICKNESS.
<br />In]
<br />DESCRIPTION OF BUILDING ELEMENTS
<br />NUMBER AND TYPE OF FASTENER
<br />SPACING AND
<br />LOCATION
<br />ROOF
<br />1. BLOCKING BETWEEN CEILING JOISTS,
<br />4-8d BOX (21/2" X 0.113"); OR 3-8d COMMON
<br />RAFTERS OR TRUSSES TO TOP PLATE
<br />(21/2" x 0.131"); OR 3-10d BOX (3" x 0.128");
<br />EACH END,TOENAIL
<br />OR OTHER FRAMING BELOW
<br />OR 3-3" x 0.131" NAILS; OR 3-3" 14 GAGE
<br />STAPLES, 7/16" CROWN
<br />2-8d COMMON (2 1/2"x0.131") 2-3" x 0.131"
<br />BLOCKING BETWEEN RAFTERS OR
<br />NAILS 2-3" 14 GAGE STAPLES
<br />EACH END,TOENAIL
<br />TRUSSES NOT AT THE WALL TOP
<br />2-16d COMMON (3 1/2"0.162") 3-3" x 0.131"
<br />PLATE, TO RAFTER OR TRUSS
<br />NAILS 3-3" 14 GAGE STAPLES
<br />END NAIL
<br />FLAT BLOCKING TO TRUSS AND WEB
<br />16d COMMON (3 1/2"0.162") @ 6" O.C.
<br />FILLER
<br />3" x 0.131" NAILS @ 6" O.C. 3" 14
<br />FACE NAIL
<br />GAGE STAPLES @ 6" O.C.
<br />4-8d BOX (21/2" X 0.113"); OR 3-8d COMMON
<br />2. CEILING JOISTS TO TOP PLATE
<br />(21/2" x 0.131"); OR 3-10d BOX (3" x 0.128");
<br />EACH JOIST,
<br />OR 34' x 0.131" NAILS; OR 34' 14 GAGE
<br />TOENAIL
<br />STAPLES, 7/16" CROWN
<br />3. CEILING JOIST NOT ATTACHED TO
<br />3-16d COMMON (3 1/2"0.162"); OR 4-10d
<br />PARALLEL RAFTER, LAPS OVER
<br />BOX (3"0.128"); OR 4-3" x 0.131" NAILS;
<br />FACE NAIL
<br />PARTITIONS (NOT THRUST) (SEE
<br />OR 4-3" 14 GAGE STAPLES, 7/16" CROWN
<br />SECTION 2308.7.3.1, TABLE 2308,7,3,1)
<br />4. CEILING JOIST ATTACHED TO
<br />PARALLEL RAFTER (HEEL JOINT) (SEE PER TABLE 2308,7,3,1 FACE NAIL
<br />SECTION 2308.7.3.1, TABLE 2308,7,3,1)
<br />3-10d COMMON (3"0.148"); OR 4-10d BOX
<br />5. COLLAR TIE TO RAFTER (3"x0.128"); OR 4-3" x 0.131" NAILS; OR 4-3" FACE NAIL
<br />14 GAGE STAPLES, 7/16" CROWN
<br />6. RAFTER OR ROOF TRUSS TO TOP 3-10d COMMON (3"0.148"); OR 3-16d BOX 2 TOENAILS ON ONE
<br />PLATE (SEE SECTION 2308.7.5, (3 1/2"x0.135") OR 4-10d BOX (3"x0.128"); OR SIDE AND 1 TOENAIL
<br />TABLE 2308.7.5) 4-3 x 0.131 NAILS; OR 4-3 14 GAGE ON OPPOSITE SIDE
<br />STAPLES, 7/16" CROWN OF RAFTER OR
<br />TRUSS
<br />7. ROOF RAFTER TO RIDGE OR HIP
<br />RAFTER; OR ROOD RAFTER TO 2-INCH
<br />RIDGE BEAM
<br />8. STUD TO STUD (NOT AT BRACED WALL
<br />PANELS)
<br />9. STUD TO STUD AND ABUTTING STUDS
<br />AT INTERSECTING WALL CORNERS (AT
<br />BRACE 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
<br />END JOINTS
<br />14. BOTTOM PLATE TO JOIST, RIM JOIST,
<br />BAND JOIST OR BLOCKING (NOT AT
<br />BRACED WALL PANEL)
<br />15. BOTTOM PLATE TO JOIST, RIM JOIST,
<br />BAND JOIST OR BLOCKING AT
<br />BRACED WALL PANEL
<br />16. STUD TO TOP OR BOTTOM PLATE
<br />2-16d COMMON (3 1/2"0.162"); OR
<br />3-16d BOX (31/2"0.128"); OR 3-3" x
<br />0.131" NAILS; OR 3-3" 14 GAGE
<br />STAPLES, 7/16" CROWN
<br />3-10d COMMON (3 1/2"0.148"); OR
<br />4-16d BOX (3 1/2"x0.135") OR 4-10d
<br />BOX (3"0.128"); OR 4-3" x 0.131"
<br />NAILS; OR 4-3" 14 GAGE STAPLES,
<br />7/16" CROWN
<br />WALL
<br />16d COMMON (3 1/2"x0.162")
<br />10d BOX (3"x0.128"); OR 3" x 0.131"
<br />NAILS; OR 3-3" 14 GAGE STAPLES,
<br />7/16" CROWN
<br />16d COMMON (3 1/2"0.162"); OR
<br />16d BOX (3 1 /2"x0.135"); OR
<br />3" x 0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7/16" CROWN
<br />16d COMMON (3 1/2"x0.162"); OR
<br />16d BOX (3 1 /2"x0.135")
<br />4-8d COMMON (21/2" x 0.131"); OR
<br />4-10d BOX (3" x 0.128"); OR 5-8d BOX
<br />(21/2" X 0.113")
<br />16d COMMON (3 1/2"0.162")
<br />10d BOX (3"x0.128"); OR 3" x 0.131"
<br />NAILS; OR 3" 14 GAGE STAPLES,
<br />7/16" CROWN
<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; OR 12-3"
<br />14 GAGE STAPLES, 7/16" CROWN
<br />16d COMMON (3 1/2"0.162")
<br />16d BOX (31/2"x0.135"); OR 3" x
<br />0.131" NAILS; OR 3" 14 GAGE
<br />STAPLES,7/16" CROWN
<br />2-16d COMMON (3 1/2"0.162"); OR
<br />3-16d BOX (3 1/2"x0.135"); OR 4-3" x
<br />0.131" NAILS; OR 4-3" 14 GAGE
<br />STAPLES,7/16" CROWN
<br />3-16d BOX (31/2" X 0.135"); OR
<br />4-8d COMMON (21/2" x 0.131"); OR
<br />4-10d BOX (3" x 0.128"); OR 4-3" x
<br />0.131" NAILS; OR 4-8d BOX (21/2" X
<br />0.113"); OR 4-3" 14 GAGE STAPLES,
<br />7/16" CROWN
<br />2-16d COMMON (31/2" x 0.162"); OR
<br />3-16d BOX (31/2" X 0.135"); OR
<br />3-10d BOX (3" x 0.128"); OR 3-3" x
<br />0.131" NAILS; OR 3-3" 14 GAGE
<br />STAPLES, 7/16" CROWN
<br />END NAIL
<br />TOENAIL
<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 />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 />E
<br />2-16d COMMON (3 1/2"0.162") OR
<br />17. TOP PLATES, LAPS AT CORNERS
<br />3-10d BOX (3"4.128"); OR
<br />FACE NAIL
<br />AND INTERSECTIONS
<br />3-3" x 0.131" NAILS; OR
<br />3-3" 14 GAGE STAPLES, 7/16" CROWN
<br />3-8d BOX (21/2" X 0.113"); OR
<br />18. 1" BRACE TO EACH STUD AND PLATE
<br />2-8d COMMON (21/2" x 0.131"); OR
<br />2-10d BOX (3" x 0.128"); OR
<br />FACE NAIL
<br />2-3" x 0.131" NAILS; OR
<br />2-3" 14 GAGE STAPLES, 7/16" CROWN
<br />3-8d BOX (21/2" X 0.113"); OR
<br />19. 1"x6" SHEATHING TO EACH BEARING
<br />2-8d COMMON (21/2" x 0.131"); OR
<br />FACE NAIL
<br />2-10d BOX (3" x 0.128"); OR
<br />2-1 3/4" 16 GAGE STAPLES, 1" CROWN
<br />3-8d COMMON (21/2" x 0.131"); OR
<br />3-8d BOX (21/2" X 0.113"); OR
<br />20. 1" x 8" AND WIDER SHEATHING
<br />3-10d BOX (3" x 0.128"); OR
<br />TO EACH BEARING
<br />3-1 3/4" 16 GAGE STAPLES, 1" CROWN
<br />FACE NAIL
<br />WIDER THAN 1" x 8" 3-8d COMMON
<br />(21/2" X 0.131 "); OR 4-8d BOX (21/2" x
<br />0.113"); OR 3-10d BOX (3" x 0.128"); OR
<br />4-13/4" 16 GAGE STAPLES, 1" CROWN
<br />FLOOR
<br />4-8d BOX (21/2" x 0.113"); OR 3-8d
<br />21. JOIST TO SILL, TOP PLATE, OR GIRDER
<br />COMMON (21/2" x 0.131"); OR FLOOR
<br />3-10d BOX (3" x 0.128"); OR 3-3" x
<br />TOENAIL
<br />0.131" NAILS; OR 3-3" 14 GAGE
<br />STAPLES, 7/16" CROWN
<br />22. RIM JOIST, BAND JOIST, OR BLOCKING
<br />8d COMMON (2 1/2"x0.113")
<br />4" O.C.,TOENAIL
<br />8d COMMON (21/2" x 0.131"); OR
<br />TO TOP PLATE SILL OR OTHER
<br />FRAMING BELOW
<br />10d BOX (3" x 0.128"); OR 3" x 0.131"
<br />6" O.C.,TOENAIL
<br />NAILS; OR 3" 14 GAGE STAPLES, 7/16"
<br />CROWN
<br />23. 1"x6" SUB FLOOR OR LESS TO EACH
<br />3-8d BOX (21/2" x 0.113"); OR
<br />JOIST
<br />2-8d COMMON (21/2" x 0.131"); OR
<br />3-10d BOX (3" x 0.128"); OR
<br />FACE NAIL
<br />2-13/4" 16 GAGE STAPLES, 1" CROWN
<br />24.2" SUB FLOOR TO JOIST OR GIRDER
<br />3-16d BOX (31/2" x 0.135"); OR
<br />BLIND AND FACE NAIL
<br />2-16d COMMON (31/2" x 0.162")
<br />25.2" PLANKS (PLANK & BEAM - FLOOR &
<br />3-16d BOX (31/2" x 0.135"); OR
<br />EACH BEARING, FACE NAIL
<br />ROOF)
<br />2-16d COMMON (31/2" x 0.162")
<br />32" O.C., FACE NAIL AT TOP
<br />20d COMMON (4"0.192");
<br />AND BOTTOM STAGGERED
<br />ON OPPOSITE SIDES
<br />26. BUILT-UP GIRDER AND BEAMS, 2"
<br />10d BOX (3"0.128"); OR
<br />24" O.C., FACE NAIL AT TOP
<br />LUMBER LAYERS
<br />3" x 0.131" NAILS; OR
<br />AND BOTTOM STAGGERED
<br />3" 14 GAGE STAPLES, 7/16" CROWN
<br />ON OPPOSITE SIDES
<br />AND:
<br />2-20d COMMON (4"0.192"); OR
<br />3-10d BOX (3"x0.128"); OR
<br />END AND AT EACH SPLICE,
<br />3-3" x 0.131" NAILS; OR
<br />FACE NAIL
<br />3-3" 14 GAGE STAPLES, 7/16" CROWN
<br />3-16d COMMON (3 1/2"0.162"); OR
<br />27. LEDGER STRIP SUPPORTING JOISTS
<br />4-10d BOX (3"0.128"); OR
<br />EACH JOIST OR RAFTER,
<br />OR RAFTERS
<br />4-3" x 0.131" NAILS; OR
<br />FACE NAIL
<br />4-3" 14 GAGE STAPLES, 7/16" CROWN
<br />3-16d COMMON (31/2" x 0.162"); OR
<br />28. JOIST TO BAND JOIST OR RIM JOIST
<br />4-10d BOX (3" x 0.128"); OR
<br />END NAIL
<br />4-3" x 0.131" NAILS; OR
<br />4-3" 14 GAGE STAPLES, 7/16" CROWN
<br />2-8d COMMON (2 1/2"x0.131"); OR
<br />29. BRIDGING OR BLOCKING TO JOISTS,
<br />2-10d BOX (3"0.128"); OR
<br />EACH END, TOENAIL
<br />RAFTER OR TRUSS
<br />2-3" x 0.131" NAILS; OR
<br />2-3" 14 GAGE STAPLES, 7/16" CROWN
<br />EACH SIDE OF END NOTES:
<br />JOINT, FACE NAIL a. NAILS SPACED AT 6 INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF
<br />(MINIMUM 24" LAP
<br />WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS
<br />SPLICE LENGTH
<br />FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING.
<br />EACH SIDE OF END
<br />b. SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS
<br />JOINT)
<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 />16" O.C. FACE NAIL
<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 />12" O.C. FACE NAIL
<br />TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL.
<br />d. RSRS-01 IS A ROOF SHEATHING RING SHANK NAIL MEETING THE SPECIFICATIONS IN ASTM F1667.
<br />e. TABULATED FASTENER REQUIREMENTS APPLY WHERE THE ULTIMATE DESIGN WIND SPEED IS LESS THAN 140 MPH.
<br />FOR WOOD STRUCTURAL PANEL ROOF SHEATHING ATTACHED TO GABLE -END ROOF FRAMING AND TO INTERMEDIATE
<br />16" O.C. FACE NAIL
<br />SUPPORTS WITHIN 48 INCHES OF ROOF EDGES AND RIDGES, NAILS SHALL BE SPACED AT 4 INCHES ON CENTER
<br />WHERE THE ULTIMATE DESIGN WIND SPEED IS GREATER THAN 130 MPH IN EXPOSURE B OR GREATER THAN 110 MPH IN
<br />EXPOSURE C. SPACING EXCEEDING 6 INCHES ON CENTER AT INTERMEDIATE SUPPORTS SHALL BE PERMITTED WHERE
<br />THE FASTENING IS DESIGNED PER THE AWC NDS.
<br />TOENAIL
<br />f. FASTENING IS ONLY PERMITTED WHERE THE ULTIMATE DESIGN WIND SPEED IS LESS THAN OR EQUAL TO 110 MPH.
<br />g. NAILS AND STAPLES ARE CARBON STEEL MEETING THE SPECIFICATIONS OF ASTM F1667. CONNECTIONS USING NAILS
<br />AND STAPLES OF OTHER MATERIALS, SUCH AS STAINLESS STEEL, SHALL BE DESIGNED BY ACCEPTABLE ENGINEERING
<br />PRACTICE OR APPROVED UNDER SECTION 104.11.
<br />END NAIL
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<br />T 714.305.8928 �rF ° ` P/2026
<br />Project Address
<br />2058 S OAK ST
<br />SANTA ANA, CA 92707
<br />Project Status
<br />BKW STUDIO
<br />13733 FRANCISCO DR
<br />LA M I RADA, CA. 90638
<br />626.272.8479
<br />binhkwong@yahoo.com
<br />Copyright @ 2025
<br />The ideas and designs represented herein and this drawing, all
<br />prepared by BKW STUDIO, are for the use solely with respect to
<br />this project and BKW STUDIO shall retain all common law,
<br />statutory and other reserved rights including copyright and they
<br />shall not be used by others for any other purpose without written
<br />permission of BKW STUDIO.
<br />client approval
<br />principal in charge
<br />issues / revisions
<br />drawing title
<br />STRUCTURAL NOTES
<br />scale
<br />O
<br />project number
<br />2025-038
<br />date
<br />S002
<br />Plot Date: 01/27/2026
<br />SING
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