4102 CLIFF DR 2023 Plans 2025-03-20

WA Residential Code 2018 RG02.3 Design and Construction, • Exterior walls of wood-frame construction shall be designed and constructed in accordance with the provisions of this chapter and Figures R602.3(1)and R602.3(2),or in accordance with AWC NDS.Components of exterior walls shall be fastened in accordance with Tables R602.3(1)through R602.3(4).Wall sheathing shall be fastened directly to framing members and,where placed on the exterior side of an exterior wall,shall be capable of resisting the wind pressures listed in Table R301.2(2)adjusted for height and exposure using Table R301.2(3)and shall conform to the requirements of Table R602.3(3).Wall sheathing used only for exterior wall covering purposes shall comply with Section R703. Studs shall be continuous from support at the sole plate to a support at the top plate to resist loads perpendicular to the wall.The support shall be a foundation or floor,ceiling or roof diaphragm or shall be designed in accordance with accepted engineering practice. Exception:Jack studs,trimmer studs and cripple studs at openings in walls that comply with Tables R602.7(1)and R602.7(2). TABLE R602.3(1) FASTENING SCHEDULE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION OF FASTENER'.b, Roof 4-8d box(21/2"x 0.113")or 1 Blocking between ceiling joists or rafters to top plate 3-8d common(21/2'x 0.131");or Toe nail 3-10d box(3"x 0.128");or 3-3"x 0.131"nails 4-8d box(21/2'x 0.113");or 2 Ceiling joists to top plate 3-8d common(21/2"x 0.131");or Per joist,toe nail 3-10d box(3"x 0.128");or 3-3"x 0.131"nails Ceiling joist not attached to parallel rafter,laps over 4-10d box(3"x 0.128");or 3 partitions(see Section R802.5.2 and Table R802.5.2) 3-16d common(31/2"x 0.162");or 4-3"x 0.131"nails Face nail 4 Ceiling joist attached to parallel rafter(heel joint) Table R802.5.2 Face nail (see Section R802.5.2 and Table R802.5.2) 4-10d box(3"x 0.128");or 5 Collar tie to rafter,face nail or 11i4'x 20 ga.ridge strap to 3-10d common(3"x 0.148");or Face nail each rafter rafter 4-3"x 0.131"nails 3-16d box nails(31/2"x 0.135");or 6 Rafter or roof truss to plate 3-10d common nails(3"x 0.148");or 2 toe nails on one side and 1 toe nail 4-10d box(3"x 0.128");or on opposite side of each rafter or truss 4-3"x 0.131"nails 4-16d(31/2"x 0.135");or 3-10d common(3"x 0.148");or Toe nail 4-10d box(3"x 0.128");or Roof rafters to ridge,valley or hip rafters or roof rafter 4-3"x 0.131"nails 7 to minimum 2"ridge beam 3-16d box 31/2'x 0.135");or 2-16d common(31/2'x 0.162");or End nail 3-10d box(3"x 0.128");or 3-3"x 0.131"nails Wall 16d common(31/2'x 0.162") 24"o.c.face nail 8 Stud to stud(not at braced wall panels) 10d box(3"x 0.128");or 3"x 0.131"nails 16"o.c.face nail 16d box(31/2"x 0.135");or Stud to stud and abuttingstuds at intersectingwall corners x 12"o.c.face nail 9 3" 0.131"nails (at braced wall panels) 16d common(31/2"x 0.162") 16"o.c.face nail 16d common(31/2'x 0.162") 16"o.c.each edge face nail 10 Built-up header(2"to 2"header with 1/2'spacer) 16d box(31/2'x 0.135") 12"o.c.each edge face nail 5-8d box(21/2"x 0.113");or 11 Continuous header to stud 4-8d common(21/2'x 0.131");or l oe nail 4-10d box(3"x 0.128") 16d common(31/2'x 0.162") 16"o.c.face nail 12 Top plate to top plate 10d box(3"x 0.128");or 3"x 0.131"nails 12"o.c.face nail