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I - Revise Table R602.3(i) as follows: <br />TABLE R602.3(l) <br />FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <br />ITEM <br />DESCRIPTION OF BUILDING ELEMENTS <br />TYPE OF FASTENERa" <br />SPACING OF FASTENERS <br />Roof <br />1 <br />Blocking between joists or rafters to top plate, toe <br />nail <br />3-8d (2 1/2" x 0. 113") <br />2 <br />Ceiling joists to plate, toe nail <br />3-8d (2 1/2" x 0. 113") <br />3 <br />Ceiling joist not attached to parallel rafter, laps over <br />partitions, face nail <br />3-1 Od <br />- <br />4 <br />Collar tie to rafter, face nail, or 1-1/4" x 20 gage <br />ridge strap <br />3-1 Od (3" x 0. 128") <br />5 <br />Rafter to plate, toe nail <br />2-16d (3 1/2 "x 0. 135") <br />6 <br />Roof rafters to ridge, valley or hip rafters: <br />too nail <br />face nail <br />4-16d (3 1/2" x 0. 135") <br />3-16d (3 1/2" x 0. 135") <br />Wall <br />7 <br />Built-up corner studs -face nail <br />I Od (3" x 0. 128") <br />24" o.c. <br />8 <br />Abutting studs at intersecting wall corners, face nail <br />16d (3 1/2" x 0. 135") <br />1 2"oc <br />9 <br />Built-up header, two pieces with 1/2"spacer <br />16d (31/2"x 00.135") <br />16" o.c. along each edge <br />10 <br />Continued header, two pieces <br />16d (3112" x 00,135") <br />16" o.c. along each edge <br />7_1 <br />Continuous header to stud, toe nail <br />4-8d (2 1/2" x 0.113") <br />12 <br />Double studs, face nail <br />I Od (3" x 0. 128") <br />24" o.c. <br />13 <br />Double top plates, face nail <br />1 Od (3" x 0. 128") <br />24" o.c <br />14 <br />Double top plates, minimum 24-inch offset of end <br />joints, face <br />nail in lapped area <br />8-16d (31/27x 00.135") <br />- <br />15 <br />Sole plate to joist or blocking, face nail <br />16d (31/2" x 00.135") <br />16" o.c. <br />16 <br />Sole plate to joist or blocking at braced wall panels <br />3-16d (31/2" x 00.135") <br />16" o.c. <br />17 <br />Stud to sole plate, toe nail <br />3-8d (2 1/2" x 0.113") <br />or <br />2-16d (31/2" x 00.1353') <br />18 <br />Top or sole plate to stud, end nail <br />2-16d (31/2'x 00.135") <br />- <br />19 <br />Top plates, laps at corners and intersections, face <br />nail <br />2-1 Od (3" x 0. 128") <br />- <br />20 <br />1" brace to each stud and plate, face nail <br />2-8d (2 1/2" x 0.113") <br />2 staples 13/4" <br />- <br />21 <br />1" x 6" sheathing to each bearing, face nail <br />2-8d (2 1/2" x 0. 113") <br />2 staples 13/4" <br />- <br />22 <br />x 8" sheathing to each bearing, face nail <br />2-8d (2 1/2" x 0. 113") <br />3 staples 13/4" <br />- <br />23 <br />Wider than 1 " x 8" sheathing to each bearing, face <br />nail <br />3-8d (2 1/2" x 0. 113") <br />4 staples 13/4" <br />- <br />24 <br />1 Joist to sill or girder, toe nail <br />3-8d (2 11,2" x 0.113") <br />25 <br />Rim joist to top plate, toe nail (roof applications <br />also) <br />8d (2 1/2" x 0. 113") <br />6" o.c. <br />26 <br />Rim joist or blocking to sill plate, toe nail <br />8d (2 1/2" x 0. 113") <br />6" o.c. <br />27 <br />1 6" subfloor or less to each joist, face nail <br />24 27 2-8d (2 1/2" x 0. 113") <br />2 staples 13/4" <br />28 <br />2" subfloor to joist or girder, blind and face nail <br />2-16d (31/2" x El 0. 135") <br />29 <br />2" planks (plank & beam - floor & roof) <br />2-16d (31/2" x 0 0 . 135") <br />at each bearing <br />30 <br />Built up girders and beams, 2-inch lumber layers <br />I Od (3" x 0. 128") <br />Nail each layer as follows: <br />32"Flo.c. at top and bottom <br />and staggered. Two nails at <br />ends and at each splice. <br />31 <br />Ledger strip supporting joists or rafters <br />3 16d (31W x 00.135") <br />At each joist or rafter <br />(Remainder of table unchanged except item numbers) <br />I <br />11 <br />515' TYPE 'X'GWE3 - <br />(3) 2 X 12 STRINGSR$ <br />RAILING WHERE OCCUR <br />8PACED 50 THAT A 4' <br />SPHERE CANNOT PASS <br />THRU <br />1 1/2" 0 ' D* METAL PIPE <br />1 1/211 HANDRAIL AT STAIRS <br />AND RAMPS. EXTEND <br />HANDRAIL 12' BEYOND <br />TOP RISER 4 BOTTOM <br />/LANDING AND AS REQ'D <br />BY ADA. RETURN ENDS <br />TYPICAL. <br />1/4' X, 5' DNA. PLATE <br />WITH HOLES FOR <br />ANCHORS EVENLY 3'-0' AB01 <br />8PACED AROUND STAIR NOS <br />_h 0 OR FLOOR <br />1/2' DIA. METAL BAR <br />HANDRAIL SUPPORT <br />(3) 3/6' DNA, EXP. <br />ANCHORS AT GONC. <br />USE 3/8' ®IA SHEET PACE OF WALL <br />METAL SCREWS INTO OR POST <br />SOLID 5LKG. AT <br />METAL STUD PR MG. NOTE- <br />3/0' LAG 5OLTS AT <br />WOOD FRAMING ALL HANDRAILS MUST <br />RETURN TO WALL OR <br />TERMINATE IN NEWEL POSTS <br />OR SAFETY TERMINALS. <br />PT 2X LEDGER BEAM <br />11 AIR - <br />SPACE <br />TOP OP 5AFFLE <br />TOP OF IN5UL cN <br />EX15TING EXTERIOR <br />SIDING TO RE1,41N <br />EX15T 5HE74TH1Nr_- <br />TO REMAIN <br />PT DECK JST OR RAFTER <br />W/ JST HGR9 PER PLAN <br />L- 1/2' x 4 1/2' MIN SD62.E5 LAG SCREWS PROVIDE 4-16d GALv NAILS <br />W1 FLAT WASHERS a 160 O.C. <br />a HIGH 4 LOW LOCATIONS <br />ALTERNATE HIGH 4 LOW LOCATION <br />TPRU RIM JST OR STUDS <br />TWIRU RIM JOIST OR STUDS <br />LEDGER <br />DETAL <br />NTS (AS APPLICABLE) <br />1-1/2' - 2'CONTINUOU5 <br />HANDRAIL 0) 34'=38' <br />RETURN ENDS TO WALL <br />2' TREAD <br />TYPICAL <br />FINISHED FLOOR <br />V <br />2x LANDING <br />FJ5T <br />a 16' oz. tu <br />I <br />X <br />DOUBLE JOIST (UNO) <br />0 <br />FIRESTOP 0 MID RUN <br />OF STRINGER AND <br />5ETWEEN STUDS <br />YI <br />2 X 4 KER TREADS a 10"MIN. Ile i IL <br />1/2 Lim I ( -011 <br />I' AIR <br />SPACE <br />WIND DAMPLEE <br />EX15T ROOF <br />1=F_A11_1Nr;T <br />TO fREMAIN <br />WINE) 5AFr-LE <br />R-4'3 INSULATION <br />- 1/2' GYP E3P I <br />- EX15T TO=1 FLATEe <br />R=10 RIGID INSULATION <br />1­ 1121 GYP BD <br />R-4r3 INSULATION <br />R-21 INSULATION <br />1/2, GYP 5D <br />EX15T 2x FLfl, JST <br />TO REMAIN <br />-- FXIGT 2x a k-o` <br />5TUE)S TO REI'1411N <br />MOISTURE BARRIER <br />VAPOR RETARDER ENTIRE BUILDING STRUCCTURE <br />TO REMAIN - NEW INTERIOR <br />1/2, GYP 5D FINISHES THRU-OUT <br />PROVIDE R-13 INSULATION <br />AT WALL CAVITY AND PROVIDE <br />R-8 MIN RIGID BOARD INSULATION <br />GREATER OR EQ TO R-21 INSUL <br />INSTALL PER Mr-R'S SPECS <br />EX13T 2x STUN f1L <br />TO REMAIN <br />EX15T 2x I::LIR JST <br />TO FRFMAN <br />R=30 INSULATION -J <br />L i <br />_7� <br />A <br />3/4'= V- 0' <br />