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TABLE R602.3(1) - FASTENING SC:HEI TT.F.
<br /> ITEM DESCRIPTION OF BUILDING NUMBER AND TYPE OF SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING NUMBER AND TYPE OF SPACING AND LOCATION 2018 WSEC - 6.0 CREDITS REQUIRED
<br /> ELEMENTS FASTENERa,b,c ELEMENTS FASTENERa,h,c
<br /> Heating Option 2-1.0 credits
<br /> Roof Floor
<br /> 4-8d box (2'/2" x 0.113")or 4-8d box(2'/2' x 0.113'); or 1.3-0.5 credits
<br /> Blocking between ceiling joists or 3-8d common (2'/z" x 0.131')-, or 3- 3-8d common (2'/2' x 0.131"); or 3- Prescriptive compliance is based on Table R402.1.1 with the following modifications:
<br /> , top plate or girder Toe nail vertical fenestration U =0.28
<br /> rafters to top plate 10d box (3" x 0.128"); or 10d box(3" x 0.128'); or Floor R-38
<br /> 3-3" x 0.131" nails 3-3' x 0.131' nails Slab on grade R-10 perimeter and under entire slab
<br /> 4-8d box (2/2" x 0.113") or 8d box(2/2° x 0.113") 4", o.c. toenail Below grade slab R-10 perimeter and under entire slab
<br /> ;
<br /> ,
<br /> or
<br /> 2 Ceiling joists to top plate 3-8d common (2'/z" x 0.131'); or 3- per joist toe nail 22 Rim joist, band joist or blocking to sill or 8d common (2%2" x 0.131'); or 10d Compliance based on Section R402.1.4: Reduce the Total conductive UA by 5%.
<br /> 10d box(3" x 0.128'); or top plate (roof applications also) box(3' x 0.128"); or 6" o.c. toe nail
<br /> 3-3" x 0.131" nails 3' x 0.131" nails 2.4-2.0 credits
<br /> :
<br /> Ceiling joist not attached to parallel 3-8d box(2/z" x 0.113"); or Compliance based on Section R402.4.1.2 �
<br /> 4-10d box(3" x 0.128"),- or , Reduce the tested air leakage to 0.6 air changes per hour maximum at 50 Pascals .�
<br /> rafter, laps over partitions � x 2-8d common (2/z" x 0.131"); or 3- or .^
<br /> 3 3-16d common (3/2' x 0.162')-, or 4- Face nail 23 1 " 6" subfloor or less to each joist Face nail C U)
<br /> (see Section R802.52 and Table 3' x 0.131' nails 10d box(3" x 0.128"); or For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested air leakage to 0.15 cfm/ft2
<br /> R802.5.2 2 staples, 1"crown, 16 ga., 13/" long maximum at 50 Pascals .�
<br /> Ceiling joist attached to parallel rafter 3-16d box (3'/2" x 0.135"); or and (�
<br /> 24 2" subfloor to joist or girder Blind and face nail All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code or •� Q
<br /> (heel joint) 2-16d common 3/2' x 0.162" Section 403.8 of the International Mechanical Code shall be met with a heat recovery ventilations stem with minimum
<br /> 4 Table R802.5.2 Face nail ry Y A(see Section R802.5.2 and Table 25 2" planks (plank& beam-floor& roof) 3-16d box (3'/2' x 0.135'); At each bearing, face nail or sensible heat recovery efficiency of 0.80. Duct installation shall comply with Section R403.3.7.
<br /> ,
<br /> R802.5.2 2-16d Common 3/" x 0.162") To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the � M
<br /> 3-16d common (3'/z" x 0.162")4-10 maximum tested building air leakage and shall show the heat recovery ventilation system.
<br /> 4-10d box(3" x 0.128')- or `V
<br /> Collar tie to rafter, face nail or 1'/4" x 20 box 3' x 0.128" , or L-
<br /> ( � 3.5-1.5 credits
<br /> 5 3-10d common (3" x 0.148"); or 4-3" Face nail each rafter i 26 Band or rim joist to joist End nail
<br /> ga. ridge strap to rafter 4-3" x 0.131" nails; or Air-source, central) ducted heat um with minimum HSPF of 11.0.
<br /> x 0.131' nails Y pump .^
<br /> 4-3" x 14 ga. staples, 7/16"crown To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the N•
<br /> ' " x 0.135" ; or 3- Nail each layer as follows: 32' heating equipment type and the minimum equipment efficiency. 1
<br /> 3-16d box nails (3/2 ) 2 toe nails on one side and 1 y
<br /> 10d common nails (3'x0.148"); or 4- 20d common (4' x 0.192'); or C.C. at top and bottom and 5.3-1.o credits
<br /> 6 Rafter or roof truss to plate toe nail on opposite side of
<br /> CNI
<br /> 10d box 3' x 0.128" ; sta Bred.
<br /> ( ) Water heating system shall include one of the following:
<br /> each rafter or truss' 10d box 3" x 0.128" ; or 3° x 0.131" 24' o.c. face nail at to and Energy Star rated as or propane water heater with a minimum LIEF of 0.91
<br /> or 4-3" x 0.131" nails ( ) P gY g p p
<br /> Built-up girders and beams, 2-inch
<br /> 4-16d (3'/z" x 0.135")- or 27 nails bottom staggered on opposite or
<br /> lumber layers And: Solar water heating supplementing a minimum standard water heater. Solar water heating will provide a rated minimum
<br /> 3-10d Common (3" x 0.148"); Toe nail savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation(SRCC)Annual Performance
<br /> Roof rafters to ridge, valley or hip
<br /> or 4-10d box (3" x 0.128"), or 2-20d common (4' x 0.192'); or Face nail at ends and at each of OG-300 Certified Solar Water Heating Systems
<br /> or 3" x 0.128"box ;
<br /> 7 rafters or roof rafter to minimum 2" 4-3" x 0.131" nails 3-10d ( ) splice or
<br /> 3-16d box 3'/2' x 0.135'); or 3-3" x 0.131" nails Water heater heated by ground source heat pump meeting the requirements of Option 3.3.
<br /> ridge beam , 4-16d box 3'/2" x 0.135" ,- or To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the
<br /> 10d b common (3/z" x 0.162°); or 3- ( ) water heater equipment type and the minimum equipment efficiency and,for solar water heating systems,the
<br /> 10d box 3" x 0.128" ; or End nail 3-16d common (3/z" x 0.162"); or 4-
<br /> ( ) 23 Ledger strip supporting joists or rafters At each joist or rafter, face nail calculation of the minimum energy savings.
<br /> 3-3" x 0.131" nails 10d box (3" x 0.128'); or
<br /> 4-3' x 0.131" nails
<br /> DESCRIPTION OF BUILDING NUMBER AND TYPE OF 2-10d box(3" x 0.128'), or
<br /> ITEM ELEMENTS FASTENERa,b,c SPACING AND LOCATION 29 Bridging or blocking to joist 2-8d common (2'/2' x 0.131"; or Each end, toe nail
<br /> Wall 2-3" x 0.131'-, nails
<br /> SPACING OF FASTENERS �-
<br /> 16d common (3'/2" x 0.162") 24" o.c. face nail DESCRIPTION OF BUILDING NUMBER AND TYPE OF FASTENEW,b, Intermediate
<br /> 8 Stud to stud (not at braced wall panels) ITEM Edges �-
<br /> ELEMENTS supports` e
<br /> 10d box(3" x 0.128"); or (inches)" (inches) o
<br /> 3' x 0.131' nails 16° o.c. face nail
<br /> Stud to stud and abutting studs at 16d box(3'/z" x 0.135"); or Wood structural panels, subfloor, roof and interior wall
<br /> 12" o.c. face nail
<br /> 9 intersecting wall corners (at braced 3' x 0.131' nails sheathing to framing and particleboard wall sheathing to framing
<br /> wall panels) [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing]
<br /> 16d common (3'/z" x 0.162') 16' o.c. face nail
<br /> 10 Built-up header(2"to 2" header with ''/2" 16d common (3'/2" x 0.162') 16' o.c. each edge face nail 6d common (2' x 0.113") nail (subfloor,
<br /> spacer) 16d box(3'/z" x 0.135") 12" o.c. each edge face nail 33 3/$^ /Z" wall)'8d common (2'/z" x 0.131') nail 6 12'
<br /> 5-8d box(2'/2' x 0.113"); or (roof); or RSRS-01 (2%' x 0.113") nail
<br /> 11 Continuous header to stud 4-8d common (2'/2' x 0.131"); or 4- Toe nail (roof)
<br /> 10d box(3' x 0.128")16d common (3'/2" x 0.162') 16' o.c. face nail O ,,11 ''
<br /> ■�■
<br /> 8d common nail (2'/2" x 0.131"); or RSRS
<br /> 12 Top plate to top plate 10d box(3' x 0.128"); or 31 19/32"-1" 6 12'
<br /> 3' x 0.131' nails 12"o.c. face nail 01; (23/8" x 0.113°) nail (roofp
<br /> 8-16d common (3'/2" x 0.162"); or 12- LU LU
<br /> Face nail on each side of end 10d common (3" x 0.148") nail- or 8d >•
<br /> 16d box(3'/z° x 0.135"); or � " � 6 12 +F--
<br /> 13 Double top plate splice joint (minimum 24' lap splice 32 1/� -1/" 2'/z^ x 0.131" deformed nail
<br /> 12-10d box (3" x 0.128"); or length each side of end joint) ( ) O LU
<br /> 12-3" x 0.131' nails Other wall sheathing9 _
<br /> Bottom plate to joist, rim joist, band 16d common (3'/2" x 0.162") 16' o.c. face nail 1'/2'galvanized roofing nail, 7/16' head
<br /> i 4 joist or blocking (not at braced wall 16d box(3'/" x 0.135"); 12"or face nail /4 33 /2° structural cellulosic fiberboard diameter, or 1' " Ion le with 3 6
<br /> panels) 3" x 0.131" nails o.c. sheathing 7/16 g 16 ga. staple
<br /> " or 1' crown
<br /> 3-16d box(3'/z" x 0.135"); or 3 each 16'o.c. face nail
<br /> Bottom plate to joist, rim joist, band , 13/4'galvanized roofing nail, 7/16" head
<br /> 15 2-16d common (3/z' x 0.162'); or 4- 2 each 16' o.c. face nail 25/32'structural cellulosic fiberboard
<br /> joist or blocking (at braced wall panel) 3" x 0.131' nails 4 each 16" o.c.face nail 34 diameter, or 1'/" long 16 ga. staple with 3 6
<br /> sheathing
<br /> 4-8d box(2'/2' x 0.113")- or 7/16' or 1' crown
<br /> 3-16d box (3'/z" x 0.135"); or 1'/2" galvanized roofing nail; staple
<br /> 4-8d common (2'/2" x 0.131"); or 4- Toe nail 33 '/2'gypsum sheathing' galvanized, 1'/z' long-, 1'/' screws,Type 7 7
<br /> 10d box(3" x 0.128'); or W or S O
<br /> 16 Top or bottom plate to stud 4-3' x 0.131' nails 13/4" galvanized roofing nail-, staple
<br /> 3-16d box (3'/2" x 0.135'); or 36 V gypsum sheathing' galvanized, 15/' long- 1%' screws,Type 7 7
<br /> 2-16d common (3'/2' x 0.162"); or End nail I W or S
<br /> 3-10d box (3" x 0.128')-, or Wood structural panels, combination subfloor underlayment to framing Q
<br /> 3-3" x 0.131" nails 6d deformed (2' x 0.120") nail; or 8d O
<br /> 37 3/4" and less 6 12
<br /> Top plates, laps at corners and 3-10d box(3" x 0.128"), or common (2'/2' x 0.131') nail r
<br /> 17 2-16d common (3'/z' x 0.162"),- or 3- Face nail 8d common (2'/2' x 0.131") nail; or 8d
<br /> intersections 38 '/8"-1" 6 12
<br /> 3" x 0.131" nails deformed (2'/z° x 0.120') nail
<br /> 3-8d box (2'/2' x 0.113'); or 10d common (3' x 0.148") nail; or 8d
<br /> 2-8d common (2'/2' x 0.131"); or 2- Face nail 39 1/e"-1,/4" deformed (2'/2° x 0.120') nail 6 12
<br /> 18 1" brace to each stud and plate
<br /> 10d box(3' x 0.128"); or
<br /> 2 staples 13/" For SI: 1 inch=25.4 mm, 1 foot=304.8 mm,1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa.
<br /> a.Nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing connections shall
<br /> 3-8d box(2'/2' x 0.113"); or have minimum average bending yield strengths as shown:80 ksi for shank diameter of 0.192 inch(20d common nail),90 ksi for shank
<br /> 2-8d common (2'/2" x 0.131"); or 2- diameters larger than 0.142 inch but not larger than 0.177 inch,and 100 ksi for shank diameters of 0.142 inch or less.
<br /> 19 1' x 6'sheathing to each bearing 10d box(3' x 0.128"); or Face nail b.Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width.
<br /> c.Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater.
<br /> 2 staples, 1'crown, 16 ga., 13/4" long d.Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically.
<br /> e.Spacing of fasteners not included in this table shall be based on Table R602.3(2). CITY OF EVERETT
<br /> 3-8d box(2'/z" x 0.113"); or f.For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 inches of roof edges and t� r-�R B
<br /> 3-8d common (2'/2" x 0.1 31"); or 3- ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less than 130 mph and shall be spaced 4 inches on W�il E 1'�r E L} F©u� F E R itli!T Oq-23-2022
<br /> 10d box(3" x 0.128'), or center where the ultimate design wind speed is 130 mph or greater but less than 140 mph.
<br /> 3 staples, 1"crown, 16 ga., 13/4" long g•Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform to REV15 ED
<br /> 1' x 8"and wider sheathing to each ASTM C208.
<br /> 20 Wider than 1' x 8"4-8d box 2'/2" x Face nail h.Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor 03-12-2023
<br /> bearing ( perimeters only.Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking.
<br /> 0.113')-, or Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other
<br /> 3-8d common (2'/2' x 0.131"); or 3- provisions of this code.Floor perimeter shall be supported by framing members or solid blocking.
<br /> 10d box(3" x 0.128"), or i.Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on one side of the rafter
<br /> 4 staples, 1" crown, 16 ga., 13/4" long and toe nails from the ceiling joist to top plate in accordance with this schedule.The toe nail on the opposite side of the rafter shall not be
<br /> required.
<br /> j.RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667.
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