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TABLE R602.3(1)
<br />FASTENING 5CHEDULE
<br />ITEM
<br />DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION
<br />OF FASTENER'-',`
<br />ROOF
<br />4-5d BOX (2 1/2" x 0.113") OR
<br />1
<br />5LOCKING 13ETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE
<br />3-861 COMMON (2 12" x 0.131"); OR
<br />TOE NAIL
<br />3-10d BOX (3" x 0.128"); OR
<br />3-3" x 0,151" NAILS
<br />4-Sd BOX (2 1/2" x 0.113") OR
<br />2
<br />CEILING JOISTS TO TOP PLATE
<br />3-8d COMMON (2 121' x 0.131"); OR
<br />PER JOIST, TOE NAIL
<br />3-10d BOX (3 x 0.128'); OR
<br />3-3" x 0.151" NAILS
<br />CEILING J015T NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER
<br />4-10d BOX (3" x 0.128"); OR
<br />3
<br />PARTITIONS [FEE SECTIONS R802.3.1, R802.3.2 AND TABLE
<br />3-16d COMMON (3 1/2" x 0.162"); OR
<br />FACE NAIL
<br />K&02.5.1 (9)]
<br />4-3" x 0.151" NAILS
<br />CEILING JOISTS ATTACHED TO PARALLEL RAFTER (HEEL JOINT)
<br />4
<br />[SEE SECTIONS R802.3.1 AND R802.3.2 AND TABLE
<br />TABLE R802.5.1(9)
<br />FACE NAIL
<br />R808.5.1(9)]
<br />5
<br />COLLAR TIE TO RAFTER, FACE NAIL OR 1 1/4" x 20 GA. RIDGE STRAP TO
<br />4-10d BOX (3" x 0.128"); OR
<br />RAFTER
<br />3--16d COMMON (3 1/2" x 0.162"); OR
<br />FACE NAIL EACH RAFTER
<br />4-3" x 0.151" NAILS
<br />3-16c1 BOX NAILS (3 1/2" x 0.135"); OR
<br />2 TOE NAILS ON ONE SIDE AND 1 TOE NAIL
<br />6
<br />RAFTER OR ROOF TRUSS TO PLATE
<br />3-1Od COMMON NAILS (3" x 0.148"); OR
<br />ON OPPOSITE SIDE OF EACH RAFTER OR
<br />4-10d BOX (3" x 0.126"); OR
<br />TRUSS
<br />4-3" x 0.131" NAILS
<br />4-16d (3 1/2" x 0.135"); OR
<br />3-10d COMMON NAILS (3" x 0.14&"); OR
<br />TOE NAIL
<br />ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS OR ROOF RAFTER
<br />4-1061 BOX (3" x 0.12&"); OR
<br />4-3" x 0.131" NAILS
<br />7
<br />TO MINIMUM 2" RIDGE BEAM
<br />3-16d BOX 3 1/2" x 0.13511; OR
<br />END NAIL
<br />2-16d COMMON (3 1/2" x 0.162"); OR
<br />3-10d BOX (3" x 0.128"); OR
<br />3-3" x 0.131" NAILS
<br />WALL
<br />16d COMMON (3 1/2" x 0.162")
<br />24" o.c. FACE NAIL
<br />&
<br />STUD TO STUD (NOT AT BRACED WALL PANELS)
<br />10d BOX (3" x 0.128"); OR
<br />3" x 0.131" NAILS
<br />16" o.c. FACE NAIL
<br />16d BOX (3 1/2" x 0.135"); OR
<br />12" o.c. FACE NAIL
<br />9
<br />STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS
<br />3" x 0.151" NAILS
<br />(AT BRACED WALL PANELS)
<br />1661 COMMON (3 1/2" x 0.162")
<br />10" ox. FACE NAIL
<br />10
<br />5UILT-UP HEADER (2" TO 2" HEADER WITH 1/2" SPACER)
<br />10,1 COMMON (3 1/2" x 0.102")
<br />16" ox. EACH EDGE FACE NAIL
<br />16d BOX (3 1/2" x 0.135")
<br />12" ox. EACH EDGE FACE NAIL
<br />5-8d BOX ( 2 1/2" x 0.113"); OR
<br />11
<br />CONTINUOUS HEADER TO STUD
<br />4-8d COMMON (2 1/2" x 0.131"); OR
<br />TOE NAIL
<br />4-10d BOX (3" x 0.125")
<br />16d COMMON (3 1/2" x 0.162")
<br />16" ox. FACE NAIL
<br />12
<br />TOP PLATE TO TOP PLATE
<br />10d BOX (3" x 0.128"); OR
<br />12" ox. FACE NAIL
<br />3" x 0.131" NAILS
<br />DOUBLE TOP PLATE SPLICE FOR 5DC'S A-DZ WITH SEISMIC BRACED
<br />8-16d COMMON (3 1/2" x 0.162"); OR
<br />WALL LINE SPACING <25'
<br />12-16d BOX (3 1/2" x 0.135"); OR
<br />13
<br />12-10d BOX (3" x 0.12&"), OR
<br />FACE NAIL ON EACH 51DE OF END JOINT
<br />12-3' x 0.151" NAILS A
<br />(MINIMUM 24" LAP SPLICE LENGTH EACH
<br />DOUBLE TOP PLATE SPLICE FOR SDC's DD, D„ D, AND BRACED
<br />SIDE OF END JOINT)
<br />WALL LINE SPACING > 26'
<br />12-16d (3 1/2" x 0.135")
<br />BOTTOM PLATE TO JOIST, RIM JOIST, BAND J015T OR 16,1 COMMON (3 1/2" x 0.162") 10" o.c. FACE NAIL
<br />BLOCKING (NOT AT BRACED WALL PANELS) 16d BOX (3 1/2" x 0.135"); OR 12" ox. FACE NAIL
<br />3" x 0.151" NAILS
<br />3-16d BOX (3 1/2" x 0.135"); OR 3 EACH 16" ox. FACE NAIL
<br />15 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 2-16d COMMON (3 1/2" x 0.162"); OR 2 EACH 16" ox. FACE NAIL
<br />5LOCKING (AT BRACED WALL PANEL) 4-3" x 0.131" NAILS 4 EACH 16" ox. FACE NAIL
<br />4-5d BOX (2 1/2" x 0.135"); OR
<br />3-16d BOX (3 1/2"x 0.135"); OR
<br />4--8d COMMON (2 1/2" x 0.131"); OR TOE NAIL
<br />4-1Od BOX (3" x 0.128"); OR
<br />16 TOP OR BOTTOM PLATE TO STUD 4-3" x 0.131" NAILS
<br />3-16d BOX (3 1/2" x 0.135"), OR
<br />2-16d COMMON (3 1/2" x 0.162"); OR END NAIL
<br />3-10d BOX (3" x 0.128"); OR
<br />3-3" x 0,151" NAILS
<br />3-10D BOX (3" x 0.126"); OR
<br />17 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON (3 1/2" x 0.162"), OR FACE NAIL
<br />3-3" x 0.151" NAILS
<br />3-8d BOX (2 1/2" x 0.113"); OR
<br />18 1" BRACE TO EACH STUD AND PLATE 2-Sd COMMON (2 1/2" x 0.131"); OR FACE NAIL
<br />2-10d BOX (3" x 0.12&"); OR
<br />2 STAPLES 1 3/4"
<br />3-Sd BOX (2 1/2" x 0.113"); OR
<br />2-8d COMMON (2 1/2" x 0.131"); OR FACE NAIL
<br />19 1" x 6" SHEATHING TO EACH BEARING 2-10d BOX (3" x 0.128"); OR
<br />2 STAPLES, 1" CROWN, 16 GA., 1 5/4" LONG
<br />3-Sd BOX (2 1/2" x 0.113"); OR
<br />3-5d COMMON (2 1/2" x 0.131"); OR
<br />3-1041 BOX (3" x 0.128"); OR
<br />3 STAPLES, 1" CROWN, 16 GA., 1 5/4" LONG
<br />FACE NAIL
<br />20
<br />1" x &" AND WIDER SHEATHING TO EACH BEARING WIDER THAN 1" x 8"
<br />4-5d BOX (2 1/2" x 0.113"); OR
<br />3-8d COMMON (2 1/2" x 0.131"); OR
<br />3-10d Box (3" x 0.12&"); OR
<br />4 STAPLES, 1" CROWN, 16 GA., 1 5/4" LONG
<br />4-3d BOX (2 1/2" x 0.113"); OR
<br />21
<br />JOIST TO SILL, TOP PLATE OR GIRDER
<br />3-5d COMMON (2 1/2" x 0.131"); OR
<br />TOE NAIL
<br />3-10d BOX (3" x 0.128"), OR
<br />3-3" x 0.151" NAILS
<br />8d BOX (2 1/2" x 0.113")
<br />4" o.c. TOE NAIL
<br />22
<br />RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP
<br />Sd COMMON (2 1/2" x 0.131; OR
<br />PLATE (ROOF APPLICATIONS ALSO)
<br />10d BOX "" 3x 0,128; OR
<br />( )
<br />6" o.c. TOE NAIL
<br />3" x 0.151" NAILS
<br />3-8d BOX (2 1/2" x 0.113"); OR
<br />2-8d COMMON (2 1/2" x 0.131"); OR
<br />FACE NAIL
<br />23
<br />1" x 6" 5UBFLOOR OR LE55 TO EACH J015T
<br />3-10d BOX (3" x 0.12&"); OR
<br />2 STAPLES, 1" CROWN. 16 GA., 1 5/4" LO
<br />G
<br />24
<br />2" 5U5FLOOK TO J015T OR GIRDER
<br />3-16d BOX (3 1/2" x 0.155"); OR
<br />BLIND AND FACE NAIL
<br />2-1661 COMMON (3 1/2" x 0.162")
<br />25
<br />2" PLANKS (PLANK & BEAM - FLOOR & ROOF
<br />3-16d BOX (3 1/2" x 0.135"); OP.
<br />AT EACH BEARING, FACE NAIL
<br />2-16d COMMON (3 1/2" x 0.162")
<br />3-1661 COMMON (3 1/2" x 0.162"); OR
<br />26
<br />BAND OR RIM J015T TO J015T
<br />4-10d BOX (3" x 0.126"), OR
<br />END NAIL
<br />4-3" x 0.131" NAILS; OR
<br />4-3" x 14 GA. STAPLES, 7/10" CROWN
<br />20d COMMON 4" x C.192"); OR
<br />NAIL EACH LAYER AS FOLLOWS: 52" ox.
<br />AT TOP AND BOTTOM AND STAGGERED.
<br />10d BOX (3" x 0.12&"); OR
<br />24" o.c. FACE NAIL AT TOP AND BOTTOM
<br />3" x 0.151" NAILS
<br />STAGGERED ON OPPOSITE SIDES
<br />27
<br />BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER
<br />AND:
<br />LAYERS
<br />2-2061 COMMON (4" x 0.192"); OR
<br />3-1061 BOX (3" x 0.126"); OR
<br />FACE NAIL AT ENDS AND AT EACH SPLICE
<br />3-3" x 0.151" NAILS
<br />4-16d BOX (3 1/2" x 0.135"); OR
<br />28
<br />LEDGER STRIP SUPPORTING JOISTS OR RAFTEK5
<br />3-16d COMMON (3 1/2" x 0.162"); OR
<br />4-1061 BOX (3" x 0.128"); OR
<br />AT EACH J015T OR RAFTER, FACE NAIL
<br />4-3" x 0.131" NAILS
<br />29
<br />BRIDGING TO J015T
<br />2-1061 ( 3" x 0.12&")
<br />EACH END, TOE NAIL
<br />F-
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<br />THESE DRAWINGS, SPECIFICATIONS AND OTHER
<br />DOCUMENTS AND ELECTRONIC DATA FURNISHED
<br />SPECIFICALLY FOR THIS PROJECT BY THE ARCHITECT
<br />ARE INSTRUMENTS OF SERVICE, THE ARCHITECT
<br />RETAINS ALL COMMON LAW, STATUTORY AND
<br />OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT
<br />IN THEM.. THESE DRAWINGS. SPECIFICATIONS
<br />AND OTHER DOCUMENTS AND ELECTRONIC DATA
<br />SHALL NOT BE USED BY THEIR PURCHASERS (OR
<br />OTHERS I ON OTHER PROJECTS, FOR ADDITIONS TO
<br />THIS PROJECT, OR FOR COMPLETION OF THIS
<br />PROJECT BY OTHERS, EXCEPT BY AGREEMENT
<br />IN WRITING AND WITH APPROPRIATE
<br />COMPENSATION TO THE ARCHITECT.
<br />6417 RE0. ERED
<br />HIT"Tj
<br />DEAN O. DARIOTIS
<br />STATE OF WASHINGTON
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