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I- RT F R602 3(1) - FASTFT`7INCT SCHEDUL • 2018 WSEC - 6.0 CREDITS REQUIRED
<br /> NUMBER AND TYPE OF DESCRIPTION OF BUILDING NUMBER AND TYPE OF SPACING AND LOCATION
<br /> DESCRIPTION OF BUILDING SPACING AND LOCATION ITEM ELEMENTS FASTENER''6,, Hpab_pq Option 2-1.0 credits
<br /> ITEM ELEMENTS FASTENER',b.c
<br /> Floor
<br /> 1.3-0.5 credits
<br /> Roof
<br /> 4-8d box (2%z" x 0.113"); or Prescriptive compliance is based on Table R402.1.1 with the following modifications:
<br /> 4-8d box (2'/z" x 0.113")or 3-8d common (2%z' x 0.131"); or 3- Vertical fenestration U =0.28
<br /> 21 Joist to sill, to late or girder Toe nail
<br /> Blocking between ceiling joists or 3-8d common (2'/z" X 0.131°); or 3- Toe nail p p 10d box(3" X 0.128"}; or Floor R-38
<br /> 1 Slab on grade R-10 perimeter and under entire slab
<br /> 10d box x 0.128"); or
<br /> ( O
<br /> rafters to top plate Below grade slab R-10 perimeter and under entire slab
<br /> 3-3" x 0.131" nails 8d box(2 3_3^ x p. %z131" nails" x 0.113') 4" o.c. toenail V
<br /> 4-8d box(2'/z' x 0.113'); or Rim joist, band joist or blocking to sill or 8d common (2%' x 0.131"); or 10d Compliance based on Section R402.1.4: Reduce the Totaor l conductive UA by 5%.
<br /> 3-8d common (2'/z" x 0.131"); or 3- Per joist,toe nail 22 top plate (roof applications also) box(3" x 0.128"); or 6' o.c. toe nail
<br /> 2 Ceiling joists to tap plate 10d box(3" x 0.128')- or Co -2ia credits
<br /> 3" x 0.131" nails Compliance based on Section R402.4.1.2: �
<br /> 3-3' x 0.131' nails 3-8d box(2'/7" x 0.113"); or
<br /> Reduce the tested air leakage to 0.6 air changes per hour maximum at 50 Pascals
<br /> Ceiling joist not attached to parallel 4.10d box (3" x 0.128'); or 2-8d common (2%z" x 0.131"); or 3- Face nail or
<br /> rafter, laps over partitions + Face nail 23 1 " x 6' subfloor or less to each joist 1 Od 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 /> 3 3-16d common (3/z" x 0.162"); or 4- maximum at 50 Pascals
<br /> (see Section R802.5.2 and Table 3' x 0.131' nails 2 sta les, 1' crown, 16 a., 13/4" longand determined by Section M1507.3 of the International Residential Code or Q1
<br /> R802.5.2 3-16d box (3'/z' x 0.135"); or Blind and face nail All whole house ventilation requirements as •�
<br /> Ceiling joist attached to parallel rafter 24 2" subfloor to joist or girder 2-16d common 3%z" x 0.162" Section 403.8 of the International Mechanical Code shall be met with a heat recovery ventilation system with minimum `V
<br /> heel pint Face nail 3-16d box (3%z" x 0.135"); or 11
<br /> sensible heat recovery efficiency of 0.80. Duct installation shall comply with Section R403.3.7. Q
<br /> 4 ( joint) Table R802.5.2 At each bearing, ,ace nail To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the M
<br /> (see Section R802.52 and Table 25 2" planks (plank& beam-floor& roof) 2-16d common 3%z' x 0.162" Y �� � ♦'I,
<br /> R802-5.2 maximum tested building air leakage and shall show the heat recover ventilation system. N
<br /> 3-16d common (3'/z" x 0.162")4-10 Z ` ,
<br /> 4-10d box (3" x 0.128"); or box(3' x 0.128"), or End nail �F-1J5�r �
<br /> Collar tie to rafter, face nail or 1%4' x 20 3-1 Od common (3" x 0.148"); or 4-3" Face nail each rafter 26 Band or rim joist to joist 4_3" x 0.131" nails; or Air-source, centrally ducted heat pump with minimum Hgs s al 11.0. -�-�
<br /> 5 o ridge strap to rafter To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the
<br /> 9 9 P x 0.131" nails 4-3' x 14 ga. staples, 7/16" crown heating equipment type and the minimum equipment efficiency. vI
<br /> Nail each layer as follows: 32" L N
<br /> Ln
<br /> 3-16d box nails (3'/z" x 0.135"); or 3- 2 toe nails on one side and 1 20d common (4" x 0.192'); or o.c. at top and bottom and 5.3-1.0 credits `
<br /> 1 Od common nails (3'xO.148'); or 4- toe nail on opposite side of sta eyed. Water heating system shall include one of the following:
<br /> 6 Rafter or roof truss to plate 10d box(3" x 0.128"); each rafter or truss' 1 Od box (3" x 0.128')-1 or 3' x 0.131" 24' o.c. face nail at top and Energy Star rated gas or propane water heater with a minimum UEF of 0.91
<br /> or 4-3" x 0.131" nails Built-up girders and beams, 2-inch nails bottom staggered ono osite or
<br /> 27 lumber layers Solar water heating supplementing a minimum standard water heater. Solar water heating will provide a rated minimum
<br /> 4-16d (3'/z" x 0.135"); or And: savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation (SRCC)Annual Performance
<br /> 3-10d common (3" x 0.148"); Toe nail 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 4-10d box(3" x 0.128"); or 3-10d box(3" x 0.128"); or splice or
<br /> Roof rafters to ridge, valley or hip 4_3^ x 0.131" nails 3-3" x 0.131" nails Water heater heated by ground source heat pump meeting the requirements of Option 3.3.
<br /> 7 rafters or roof rafter to minimum 2" 3-16d 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 /> 4-16d box(3'/z" x 0.135'); or water heater equipment type and the minimum equipment efficiency and,for solar water heating systems,the
<br /> ridge beam 2-16d common (3%z" x 0.162'); or 3- End nail
<br /> 3-16d common (3'/z" x 0.162"); or 4- At each joist or rafter, face nail calculation of the minimum energy sarongs.
<br /> 10d box(3" x 0.128"); or 28 Ledger strip supporting joists or rafters 10d box(3" x 0.128"); or
<br /> 3-3" x 0.131" nails 4-3" x 0.131" nails
<br /> 2-1 Od box (3' x 0.128'), or
<br /> ITEM DESCRIPTION OF BUILDING NUMBER AND TYPE OF SPACING AND LOCATION 29 Bridging or blocking to joist 2-8d common (2'/z' x 0.131', or Each end, toe nail
<br /> ELEMENTS FASTENER'•b,° 2-3" x 0.131% nails �1
<br /> Wall ----- - --- - Ln
<br /> SPACING OF FASTENERS
<br /> 16d common (3'/2" x 0.162") 24" o.c. face nail DESCRIPTION OF BUILDING NUMBER AND TYPE OF FASTENER'.°• Intermediate
<br /> ITEM Edges supports-
<br /> (inches)e O
<br /> 8 Stud to stud (not at braced wall panels) ELEMENTS C (inches)'
<br /> 1 Od box(3" x 0.128')-, or 16' o.c. face nail
<br /> 3" x 0.131" nails
<br /> Wood structural panels, subfloor, roof and interior wall
<br /> Stud to stud and abutting studs at 16d box(3'/z" x 0.135'); or 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 [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing]
<br /> wall panels) 16d common 3%2' x 0.162") 16' o.c. face nail V
<br /> ( � x ^ 16" o.c. each edge face nail 6d common (2' x 0.113') nail (subfloor,
<br /> 10 Built-up header(2" to 2" header with /z' 16d common (3/z" 0.162 ) g wall), 8d common (2'/z" x 0.131') nail
<br /> 16d box 3%2' x 0.135") 12" o.c. each edge face nail 30 3/8"_�/2• 3 ^ x 113' nail 6 12`
<br /> spacer) ( (roof); or RSRS-01 (2/e 0. )
<br /> 5-8d box (2%2" x 0.113"); or (roof)
<br /> 11 Continuous header to stud 4-8d common (2'/2" x 0.131"); or 4- Toe nail O
<br /> 1 Od box(3" x 0.128")
<br /> 16d common (3/2' x 0.162") 16' o.c.face nail 8d common nail (2'/z' x 0.131'); or RSRS 6 12' '1
<br /> 31 19/32'-l' 01; (2%' x 0.113") nail (roof} l l
<br /> 12 Top plate to top plate 1Od box(3" x 0.128"); or 12' o.c. face nail
<br /> 3' x 0.131" nails
<br /> 8-16d common (3'/2' x 0.162"), or 12- Face nail on each side of end 10d common (3" x 0.148') nail- or 8d 6 12
<br /> 16d box (3'/z" x 0.135"); or 32 'e" ' 0.131') O _
<br /> joint(minimum 24" lap splice 1/ -1/4" (2%z" x deformed nail
<br /> 13 Double top plate splice 12-1 Od box (3' x 0.128"); or length each side of end joint) Y
<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 /> '/z" structural cellulosic fiberboard diameter, or 1'/4' long 16 ga. staple with 3 6
<br /> 14 joist or blocking (not at braced wall 16d box(3'/z" x 0.135"); or 12" o.c. face nail 33 sheathing 7/16" or 1" crown
<br /> panels) 3" x 0.131' nails
<br /> 3-16d box(3%z' x 0.135'); or 3 each 16" o.c.face nail 13/4' galvanized roofing nail, 7/16" head
<br /> Bottom plate to joist, rim joist, band '/�" x 0,162')-, or 4- 2 each 16" o.c. face nail 3^ 25/32' structural cellulosic fiberboard diameter, or 1%z" long 16 ga. staple with 3 6
<br /> 15 2.16d common (3 M
<br /> joist or blocking (at braced wall panel) 3" x 0.131" nails 4 each 16" o.c. face nail sheathing 7/16" or 1'crown CD
<br /> 4-8d box (2%Z" x 0.113"); or 1'/2" galvanized roofing nail-, staple
<br /> 3-16d box (3%2' x 0.135")- or 35 %z"gypsum sheathings galvanized, 1'/z" long; 1'/4" screws,Type 7 / O
<br /> 4-8d common (2'/z" x G.131"); or 4- Toe nail W or S
<br /> 10d box(3" x 0.128"); or
<br /> 4-3" x 0.131" nails 13/4" galvanized roofing nail; staple
<br /> 16 Top or bottom plate to stud 36 5/8" gypsum sheathings galvanized, 1%" long- 1%" screws,Type 7 7 (y
<br /> 3-16d box(3'h" x 0.135')-, or W or S
<br /> 2-16d common (3'/z x 0.162')- or End nail
<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 6 12 r
<br /> 37 3/4' and less common (2'/2" x 0.131') nail
<br /> 3-1 Od box(3" x 0.128"); or
<br /> Top plates, laps at corners and 2-16d common (3'/z" x 0.162"); or 3 Face nail Sd common (2%z" x 0.131") nail; or 8d 6 12
<br /> 17 intersections ID
<br /> 8 '/e"-1" deformed (2'/z' x 0.120") nail
<br /> 3" x 0.131" nails
<br /> 10d common (3° x 0.148") nail; or 8d 6 12
<br /> 3-8d box (2%z" x 0.113"); or 39 1'/e"-1%4" deformed (2'/z' x 0.120") nail
<br /> 2-8d common (2'/z" x 0.131')- or 2- Face nail
<br /> 18 1" brace to each stud and plate 10d box (3" x 0.128"); or
<br /> 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. shall
<br /> '.Nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing connections
<br /> 2 staples 13/4"
<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 /> 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 /> 2-8d common (2'/z" x 0.131"); or 2- Face nail b.Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width.
<br /> 19 1" x 6" sheathing to each bearing
<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. ��T� d� E�ERETT
<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. �^ p t
<br /> e.Spacing of fasteners not included in this table shall be based on Table R602.3(2). REVIEWED FOR PERM ' 09-23-2022
<br /> 3-8d box(Z'/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 REVISED
<br /> center where the ultimate design wind speed is 130 mph or greater but less than 140 mph.
<br /> 1 Od box(3" x 0.128')- Or g.Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform to 03-12-2023
<br /> 3 staples, 1" crown, 16 ga., 1%4' long ASTM C208. g p g pp P g PP y g
<br /> 1' x 8" and wider sheathing to eachFace nail h.Spacing of fasteners on floor sheathing panel edges applies to panel edges supported b framing members and required blocking and at floor
<br /> 2G Wider than 1" x 8" 4-8d box 7(21/2" x perimeters only.Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking.
<br /> bearing Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other
<br /> 0.113'); or3-8d common (2'/z" x 0.131" provisions of this code.Floor perimeter shall be supported by framing members or solid blocking.
<br /> 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 /> 1 Od box(3" x 0.128'); or 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 /> 4 staples, 1" crown, 16 ga., 13/4' long required.
<br /> j.RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667.
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