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TABLE _R-602.3(1) - FASTENING. SC'HEDI11X
<br /> DESCRIPTION OF BUILDING NUMBER AND TYPE OF DESCRIPTION OF BUILDING NUMBER AND TYPE OF 2018 WSEC - 6.0 CREDITS REQUIRED
<br /> ITEM ELEMENTS FASTENER°"'` SPACING AND LOCATION ITEM ELEMENTS FASTENERa,b,c SPACING AND LOCATION Heating Option 2-U)credits
<br /> _ Roof Floor
<br /> 4-8d box(2'/2" x 0.113")or 4-8d box (2'/z" x 0.113°); or 1.3-0.5 credits
<br /> Blocking between ceiling joists or 3-8d common (2'/2" 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'/z" x 0.113"); or 8d box(2%z" x 0.113") 4" o.c. toenail Below grade slab R-10 perimeter and under entire slab O
<br /> or
<br /> 2 Ceiling joists to top plate 3-8d common (2'/2" x 0.1 31"); or 3- per joist Rim joist, band joist or blocking to sill or 8d common (2'/2" x 0.131')-,
<br /> ,toe nail 22or 10d v
<br /> 10d box (3" x 0.128"); or top plate (roof applications also) box(3" x 0.128"); or 6" o.c. toe nail Compliance based on Section R402.1.4: Reduce the Total conductive UA by 5%. U)
<br /> 3-3" x 0.131" nails 3" x 0.131" nails 2.4-2.0 credits
<br /> Ceiling joist not attached to parallel 3-8d box(2/z" x 0.113"); Compliance based on Section R402.4.1.2:or p
<br /> rafter; laps over partitions
<br /> 4-10d box (3" x 0.128"); or 2-8d common (2h" x 0131"); or 3-
<br /> Reduce the tested air leakage to 0.6 air changes per hour maximum at 50 Pascals •�
<br /> .
<br /> 3 3-16d common (3'/z" x 0.162"); or 4- Face nail 23 1 " x 6"subfloor or less to each joist Face nail or
<br /> (see Section R802.5.2 and Table 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 3" x 0.131" nails 2 staples, 1" crown, 16 a., 13/° Ion maximum at 50 Pascals .�
<br /> Ceiling joist attached to parallel rafter 2-16d common x 0.162"3-16d box (3'/z" x 0.135"); or and
<br /> (heel joint) (n
<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 /> ? Table R802.5.2 Face nail Section 403.8 of the International Mechanical Code shall be met with a heat recovery ventilation system with minimum
<br /> (see Section R802.5.2 and Table 25 2' planks ( lank& beam-floor& roo ) At each bearing, face nail p 3-16d box(3'/z' x 0.135"); or sensible heat recovery efficiency of 0.80. Duct installation shall comply with Section R403.3.7.
<br /> p
<br /> R802.5.2) 2-16d common 3'/z" 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 /> maximum tested building air leakage and shall show the heat recovery ventilationsystem.
<br /> '� A` "N'
<br /> 4-10d box (3" x 0.128"); or 3-16d common (3/z" x 0.162")4-10 g g ry `V w ` ,
<br /> Collar tie to rafter, face nail or 1'/4" x 20 box(3" x 0.128"), or 3.5-1.5 credits
<br /> 5 3-10d common (3" x 0.148°); or 4-3° Face nail each rafter 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. S
<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 4) 4-A Ln
<br /> 3-16d box nails (3'/2" x 0.135")- or 3- Nail each layer as follows: 32" heating equipment type and the minimum equipment efficiency. 1
<br /> 2 toe nails on one side and 1 L
<br /> 10d common nails (3"x0.148"); or 4- 20d common (4" x 0.192"); or o.c. at top and bottom and 5s3-1.o credits
<br /> 6 Rafter or roof truss to plate " . toe nail on opposite side of S
<br /> 10d box 3" x 0.128 sta ered_
<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 UEF of 0.91
<br /> or 4-3" x 0.131" nails ( ) P 9Y 9 P P
<br /> Built-upgirders 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 /> 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 /> Roof rafters to ridge, valley or hip 4-3" x 0.131" nails 3-10d box(3" x 0.128"); or splice or
<br /> 7 rafters or roof rafter to minimum 2" 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'/Z" x 0.135" o 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- ( 1 )° r 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/" x 0.162"}; or 4-
<br /> 28 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.` SPACING AND LOCATION 29 Bridging or blocking to joist 2-8d common (2'/2" x 0.131',- or Each end, toe nail
<br /> Wall
<br /> 2-3" x 0.131% nails
<br /> SPACING OF FASTENERS
<br /> r
<br /> 16d common (3'/2" x 0.162") 24"o.c. face nail DESCRIPTION OF BUILDING NUMBER AND TYPE OF FASTENERa-b, Intermediate
<br /> 8 Stud to stud (not at braced wall panels) ITEM ELEMENTS c Edges(inches)' supports`'e
<br /> 16"
<br /> 10d box(3" x 0.128"); or o.c. face nail (inches) O
<br /> 3" x 0.131" nails
<br /> Stud to stud and abutting studs at 16d box(3'/2" x 0.135"); or Wood structural panels, subfloor, roof and interior wall
<br /> 12" o.c. face nail sheathing to framing and particleboard wall sheathing to framing
<br /> 9 intersecting wall corners (at braced 3" x 0.131" nails g g p g g
<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 '/z' 16d common (3'/2" x 0.162") 16" o.c. each edge face nail 6d common (2° x 0.113") nail (subfloor, v�
<br /> spacer) 16d box (3'/z" x 0.135") 12" o.c. each edge face nail 30 V-,%" wall)'8d common (2'/z" x 0.131') nail 6 12' T
<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"} o
<br /> 16d common (3'/2")x 0.162") 16"o.c_face nail 8d common nail (2'/z" x 0.131"); or RSRS L
<br /> 12 Top plate to top plate 10d box(3" x 0.128" ; or 31 19/32"-1" 6 12` V_
<br /> 3" x 0.131" nails 12°o.c. face nail 01; (23/e" x 0.113") nail (roofy ,,�1l
<br /> 8-16d common (3'/2" x 0.162"); or 12- i-U
<br /> Face nail on each side of end 10d common (3" x 0.148") nail; or 8d / >'
<br /> 13 Double to late splice 16d box(3'h" x 0.135"); or joint minimum 24" la splice 32 11/"-1'/4" 6 12 LU
<br /> p P P 12-10d box (3" x 0.128"); or ( P P (2'/?" x 0.131")deformed nail
<br /> 12-3" x 0.131" nails length each side of end joint) e O
<br /> Other wall sheathing
<br /> Bottom plate to joist, rim joist, band 16d common (3'/2" x 0.162") 16"o.c. face nail 1'/z"galvanized roofing nail, 7/16" head
<br /> 14 joist or blocking (not at braced wall 16d box(3'/2" x 0.135"); or 1/2'structural cellulosic fiberboard ,
<br /> panels) 3" x 0.131" nails 12"o.c. face nail 33 sheathing diameter, or 1/4" long 16 ga. staple with 3 6 J
<br /> 7/16° or I" crown
<br /> 3-16d box(3%2" x 0.135"); or 3 each 16"o.c. face nail
<br /> 15 Bottom platen joist, rim joist, band 2-16d common 3'/2" x 0.162" ; or 4- 2 each 16" o.c. face nail 1%'galvanized roofing nail, 7/16" head
<br /> , `
<br /> joist or blocki g (at braced wall panel) ( } 25/32" structural cellulosic fiberboard 3° x 0.131" nails 4 each 16" o.c. face nail 34 sheathing diameter, or 1/2" long 16 ga. staple with 3 6 < r
<br /> 4-8d box (2'/2" x 0.113"); or 7/16" or 1"crown IL M
<br /> 3-16d box(3'/2" x 0.135"); or 1'/2" galvanized roofing nail; staple
<br /> 4-8d common (2'/2" x 0.131'); or 4- Toe nail 35 '/z"gypsum sheathing' galvanized, 1'/z" long; 11W screws,Type - 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 V
<br /> 3-16d box(3'/Z" x 0.135"); or 36 5/8" gypsum sheathing' galvanized, 1%" 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
<br /> 3-3" x 0.131" nails 6d deformed (2" x 0.120") nail; or 8d
<br /> 37 3/4"and less 6 12
<br /> Top plates, laps at corners and 3-10d box(3" x 0.128"); or " /z
<br /> common (2'/" x 0.131') nail
<br /> /z r
<br /> 17 2-16d common (3 " x 0.162 ), or 3- Face nail 8d common (2' " x 0.131") nail; or 8d
<br /> intersections 38 '/e"-1" 6 12
<br /> 3" x 0.131" nails deformed (2'/° x 0.120") nail
<br /> 3-8d box (2'/2" x 0.113")-, or , 10d common (3" x 0.148°) nail; or 8d
<br /> 39 1/s"-1/4" 6 12
<br /> 18 1" brace to each stud and plate 2-8d common (2'/z" x 0.131"); or 2- Face nail deformed (2'/" x 0.120") nail
<br /> 10d box(3" x 0.128"); or
<br /> 2 staples 11/4" 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'/z" 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'/Z" 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 Face nail b.Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. C iTY OF EVERETT
<br /> 10d box(3" x 0.128"); or c.Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. p
<br /> 2 staples, 1" crown, 16 ga., 11/4" long d.Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. REVIEWED FOR PERMIT
<br /> e.Spacing of fasteners not included in this table shall be based on Table R602.3(2).
<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
<br /> 3-8d common (2'/z" x 0.131"); 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 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, g 1"crown, 16 a., 1%" longg•Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform to REVISED
<br /> 1' x 8" and wider sheathing to eachASTM C208.
<br /> 20 Wider than 1" x 8"4-8d box 2'/Z" 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 /> 0.1 13"); 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'/z" 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, I"crown, 16 ga., 13/" long I 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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