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D ECEOVE <br /> EXHIBIT A JAN 17 2024 <br /> TABLE R602.3(1) <br /> FASTENING SCHEDULE CITY OF EVERETT <br /> DESCRIPTION OF BUILDING NUMBER AND TYPE ermitervice <br /> ITEM ELEMENTS OF FASTENERa,b,c SPACING AND LOCATION <br /> Roof <br /> 4-8d box(21/2"x 0.113")or <br /> 1 Blocking between ceilingjoists or 3-8d common(21/2"x 0.131");or Toe nail <br /> rafters to top plate 3-10d box(3"x 0.128"); or <br /> 3-3"x 0.131" nails <br /> 4-8d box(21/2"x 0.113");or <br /> 3-8d common W/2"x 0.131");or <br /> 2 Ceiling joists to top plate Per joist,toe nail <br /> 3-10d box(3"x 0.128"); or <br /> 3-3"x 0.131" nails <br /> Ceiling joist not attached to parallel 4-10d box(3"x 0.128"); or <br /> rafter, laps over 3-16d common (31/2"x 0.162");or <br /> 3 partitions [see Sections R802.3.1, Face nail <br /> R802.3.2 and Table 4-3"x 0.131" nails <br /> R802.5.1(9)] <br /> Ceiling joist attached to parallel <br /> rafter(heel joint) <br /> 4 [see Sections R802.3.1 and R802.3.2 Table R802.5.1(9) Face nail <br /> and Table <br /> R802.5.1(9)] <br /> Collar tie to rafter,face nail or 11/4" 4-10d box(3"x 0.128");or <br /> 5 x 20 ga. ridge strap to 3-10d common (3"x 0.148");or Face nail each rafter <br /> rafter 4-3" x 0.131" nails <br /> 3-16d box nails(31/2" x 0.135");or 2 toe nails on one side <br /> 3-10d common nails(3"x 0.148"); or and 1 toe nail <br /> 6 Rafter or roof truss to plate on opposite side of each <br /> -10d box(T x 0.128"); or rafter or <br /> 4 <br /> 4-3"x 0.131" nails truss' <br /> 4-16d (31/2"x 0.135"); or <br /> 3-10d common (31/2"x 0.148");or <br /> Toe nail <br /> 4-10d box(3"x 0.128");or <br /> Roof rafters to ridge,valley or hip 4-3"x 0.131" nails <br /> 7 rafters or roof rafter <br /> to minimum 2" ridge beam 3-16d box 31/2"x 0.135");or <br /> 2-16d common (31/2"x 0.162");or <br /> End nail <br /> 3-10d box(3"x 0.128");or <br /> 3-3"x 0.131" nails <br /> Wall <br /> 16d common (31/2"x 0.162") 24"o.c.face nail <br /> 8 Stud to stud (not at braced wall <br /> panels) 10d box(3"x 0.128");or 16"o.c.face nail <br /> �T' x 0.131" nails <br /> Ri--V' _1A'=D OP, K EFL <br /> ' �iT <br />