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TABLE R602.3(1) - FASTENING SCHEINJI.E
<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',e,` SPACING AND LOCATION ITEM ELEMENTS FASTENER''b,` SPACING AND LOCATION
<br /> Heatip,a Option 2-1.0 credits
<br /> Roof Floor
<br /> 4-8d box(2'/2" x 0.113") or 4-8d box (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'/z" 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 /> perimeter and under entire slab
<br /> grade slab R-10
<br /> 4-8d box (2'/z" x 0.113"); or 8d box(2/z" x 0.113") 4"o.c. toenail Below g p
<br /> or
<br /> 2 Ceiling joists to top plate 3-8d common (2Yz" x 0.131"); or 3- Per joist Rim joist, band joist or blocking to sill or 8d common (2'/2" x 0.131");
<br /> , toe nail 22 or 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%.
<br /> 3-3" x 0.131" nails 3" x 0.131" nails 2.4-2.0 credits
<br /> ' " x 0.113" or Compliance based on Section R402.4.1.2:
<br /> Ceiling joist not attached to parallel 3-8d box (2/z );
<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 , 2-8d common (2/z" x 0.131"); or 3- or
<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 to
<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 ga., 13/4" long maximum at 50 Pascals .�,A
<br /> Ceiling joist attached to parallel rafter 3-16d box (3Y2" x 0.135"); or and U)
<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/z" x 0.162" Section 403.8 of the International Mechanical Code shall be met with a heat recovery ventilations stem with minimum ^ `v
<br /> 4 Table R802.5.2 Face nail ry Y '..i
<br /> (see Section R802.5.2 and Table 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 /> 25 2" planks (plank& beam-floor& roof) At each bearing, face nail
<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 /> 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
<br /> Collar tie to rafter, face nail or 1'/4" x 20 box 3" x 0.128" , or
<br /> ( ) 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.
<br /> x 0.131' nails x To qualify to claim his credit,the building permit drawings shall specify the option being selected and shall specify the
<br /> 4-3" 14 ga. staples, 7/16" crown q fY 9 P 9 P Y P � 9 P fY � l,(1
<br /> equipment type equipment 3-16d box nails (3/" x 0.135"); or 3- Nail each layer as follows: 32" heating q P ment YP and the minimum efficiency. 1
<br /> 2 toe nails on one side and 1 L Ln
<br /> 10d common nails (3"x0.148"); or 4- 20d common (4" x 0.192"); or o.c. at top and bottom and 5.3-1.0 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. r'
<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-up girders and beams, 2-inch
<br /> 4-16d (3'/z" x 0.135"); or 27 nails bottom staggered on opposite or
<br /> [umber 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 , x 4-16d box 3'/z° 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" 0.162"); or 3 ( ) water heater equipment type and the minimum equipment efficiency and,for solar water heating systems; the
<br /> End nail 3-16d common 3/z" x 0.162" ; or 4-
<br /> -3 box (3" x nails ); or 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 FASTENER'-° ` SPACING AND LOCATION 29 Bridging or blocking to joist 2-8d common (2'/z" x 0.131', or Each end, toe nail
<br /> Wall 2-3" x 0.131"; nails
<br /> �1
<br /> SPACING OF FASTENERS m
<br /> 16d common (3'/z" x 0.162") 24"o.c. face nail DESCRIPTION OF BUILDING NUMBER AND TYPE OF FASTENER,,b Intermediate
<br /> 8 Stud to stud (not at braced wall panels) ITEM, DESCRIPTION
<br /> C Edges(inches)' supports°,e
<br /> 10d box (3" x 0.128"); or (inches) O
<br /> 3" x 0.131" nails 16" o.c. face nail
<br /> Wood structural panels, subfloor, roof and interior wall
<br /> Stud to stud and abutting studs at 16d box(3'/�" x 0.135"); or 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 '/z" 16d common (3'/z" x 0.162") 16" o.c. each edge face nail 6d common (2" x 0.113") nail (subfloor,
<br /> spacer) 16d box(3'/7" x 0.135°) 12" o.c. each edge face nail _ wall)'8d common (2Yz" x 0.131') nail
<br /> 5-8d box (2'/z" x 0.113"); or 30 3/8" '/2" (roof); or RSRS-01 (2%' x 0.113°) nail 6 12 ,n
<br /> 11 Continuous header to stud 4-8d common (2'/z" x 0.131'); or 4- Toe nail (roof)
<br /> 10d box(3" x 0.128")
<br /> 16d common (3'/z" x 0.162") 16"o.c. face nail O LU
<br /> 8d common nail (2'/z" x 0.131"); or RSRS n/
<br /> 12 Top plate to top plate 10d box(3" x 0.128"); or 31 19/32"-1" 6 12` l�-
<br /> 3" x 0.131" nails 12"o.c. face nail 01; (23/a" x 0.113") nail (roofp
<br /> 8-16d common (3Y2" x 0.162"); or 12- Face nail on each side of end Lu LU
<br /> 10d common (3" x 0.148") nail; or 8d �/ }
<br /> ); or length each side of end joint) (2
<br /> 13 Double top plate splice 16d box(3Yz" x 0.135"); or joint (minimum 24" lap splice 32 1%"-1'/4" x6 12
<br /> 12-10d box(3" x 0.128" h" 0.131') deformed nail O 1W� 1
<br /> 12-3" x 0.131" nails Other wall sheathing9 _
<br /> Bottom plate to joist, rim joist, band 16d common (3'/z" 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'/z" x 0.135") or ''/z" structural cellulosic fiberboard LU
<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
<br /> 7/16" or 1"crown
<br /> 3-16d box(3Y2" 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 .s4 diameter, or 1'/z" long 16 ga. staple with 3 6 `
<br /> sheathing r
<br /> 7/16" or 1" crown
<br /> 4-8d box (2Y2" x 0.113"); or
<br /> 3-16d box (3'/z" x 0.135"); or 1'/z" galvanized roofing nail; staple
<br /> 4-8d common (2'/z" x 0.131'); or 4- Toe nail 35 '/z"gypsum sheathings galvanized, 1'/z" long; 1'/4"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 5/e" gypsum sheathings galvanized, 1%' long; 1%' screws, Type 7 7
<br /> 2-16d common (3'/2" x 0.162"); or End nail 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
<br /> 37 3/4" and less 6 12
<br /> Top plates, laps at corners and 3-10d box(3" x 0.128") or common (2Y2" x 0.131") nail r
<br /> 17 2-16d common (3/z" x 0.162")-, or 3- Face nail 8d common (2Y2" x 0.131") nail; or 8d
<br /> intersections 3" x 0.131" nails 38 '/8"-1" deformed (2'/2" x 0.120") nail 6 12
<br /> 3-8d box(2Y2" x 0.113"); or , 10d common (3" x 0.148") nail; or 8d
<br /> 2-8d common (2'/2" x 0.131"); or 2- 39 1/8"-1/4" deformed (2'/z" x 0.120") nail 012
<br /> 8 1" brace to each stud and plate Face nail
<br /> 10d box(3" x 0.128"); or
<br /> 2 staples 13/4" 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 a rY OF EVERETT
<br /> 2-8d common (2Y2" 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. REVIEWED FOR PERMIT
<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).
<br /> 3-8d box(2'/z" x 0.1 13"); 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 (2Y2" 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 0q-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 a., 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 REVISED
<br /> 1" x 8" and wider sheathing to each P g g ASTM 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, 1" crown, 16 ga., 13/" 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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