3413 COLBY AVE 2023-06-16 - Laserfiche WebLink

0 • 1. Revise Table R602.3(1) as follows: TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERab'c SPACING OF FASTENERS Roof 1 Blocking between joists or rafters to top plate,toe 3-8d(2 1 "x 0.113") - nail 2 Ceiling joists to plate,toe nail 3-8d(2 1'x 0.113") - 3 Ceiling joist not attached to parallel rafter,laps over 3-10d - partitions,face nail 4 Collar tie to rafter,face nail,or 1-1/4"x 20 gage 3-10d(3"x 0.128") - ridge strap 5 Rafter to plate,toe nail 2-16d(3 1"x 0.135") - 6 Roof rafters to ridge,valley or hip rafters: - toe nail 4-16d(31/2"x 0.135") face nail 3-16d(3 1/2"x 0.135") Wall 7 Built-up corner studs-face nail 10d(3"x 0.128") 24"o.c. 8 Abutting studs at intersecting wall corners,face nail 16d(3 Y2"x 0.135") 12"oc 9 Built-up header,two pieces with Y"spacer 16d(31/2"x 00.135") 16"o.c.along each edge 10 Continued header,two pieces 16d(31/2"x 00.135") 16"o.c.along each edge 11 Continuous header to stud,toe nail 4-8d(2 1/"x 0.113") - 12 Double studs,face nail 10d(3"x 0.128") 24"o.c. 13 Double top plates,face nail 10d(3"x 0.128") 24"o.c 14 Double top plates,minimum 24-inch offset of end 8-16d(31/2"x 00.135") - joints,face nail in lapped area 15 Sole plate to joist or blocking,face nail 16d(3Y2"x 00.135") 16"o.c. 16 Sole plate to joist or blocking at braced wall panels 3-16d(31/"x 00.135") 16"o.c. 17 Stud to sole plate,toe nail 3-8d(2 Y2"x 0.113") - or 2-16d(31/2"x 00.135") 18 Top or sole plate to stud,end nail 2-16d(31/2"x 00.135") - 19 Top plates,laps at corners and intersections,face 2-10d(3"x 0.128") - nail 20 1"brace to each stud and plate,face nail 2-8d(2 1/2"x 0.113") - 2 staples 13/4" 21 1"x 6"sheathing to each bearing,face nail 2-8d(2 1 "x 0.113") - 2 staples 13/4" 22 1"x 8"sheathing to each bearing,face nail 2-8d(2 1 "x 0.113") - 3 staples 13/4" 23 Wider than 1"x 8"sheathing to each bearing,face 3-8d(2 1/2"x 0.113") - nail 4 staples 13A" 24 Joist to sill or girder,toe nail 3-8d(21/2"x 0.113") - 25 Rim joist to top plate,toe nail(roof applications 8d(2 Yi'x 0.113") 6"o.c. also) 26 Rim joist or blocking to sill plate,toe nail 8d(2 1'x 0.113") 6"o.c. 27 1"x 6"subfloor or less to each joist,face nail 24 27 2-8d(2 V2"x 0.113") - 2 staples 13/4" 28 2"subfloor to joist or girder,blind and face nail 2-16d(3Y2"x 00.135") - 29 2"planks(plank&beam-floor&roof) 2-16d(31/2"x 00.135") at each bearing 30 Built up girders and beams,2-inch lumber layers 10d(3"x 0.128") Nail each layer as follows: 32"0o.c.at top and bottom and staggered.Two nails at ends and at each splice. 31 Ledger strip supporting joists or rafters 3-16d(31/2"x 00.135") At each joist or rafter (Remainder of table unchanged except item numbers)