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2007 LEXINGTON AVE 2023 Plans 2025-08-19
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2007 LEXINGTON AVE 2023 Plans 2025-08-19
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Last modified
8/19/2025 3:26:35 PM
Creation date
8/19/2025 3:26:18 PM
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Template:
Address Document
Street Name
LEXINGTON AVE
Street Number
2007
Permit
B2312-004
Year
2023
Notes
ADD BASEMENT BEDROOMS, WALL DEMO AND REBUILD
Address Document Type
Plans
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WALL CONSTRUCTION <br /> TABLE R602.3(1) <br /> FASTENING SCHEDULE <br /> ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER °,° SPACING AND LOCATION <br /> Roof <br /> 4-8d box(2'/2"x 0.113')or <br /> 1 Blocking between ceiling joists or rafters to top plate 3-8d common(21/2"x 0.131');or Toe nail <br /> 3-1Od box(3"x 0.128');or <br /> 3-3"x 0.131"nails <br /> 4-8d box(2'/2"x 0.113');or <br /> 2 Ceiling joists to top plate 3-8d common(21/Z"x 0.131');or 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 rafter,laps over 4-1 Od box(3"x 0.128');or <br /> 3 partitions(see Section R802.5.2 and Table R802.5.2) 3-16d common(3/Z x 0.162');or Face nail <br /> 4-3"x 0.131"nails <br /> ' 4 Ceiling joist attached to parallel rafter(heel joint) Table R802.5.2 Face nail <br /> (see Section R802.5.2 and Table R802.5.2) <br /> Collar tie to rafter,face nail or 1'/4"x 20 ga.ridge strap to 4-1Od box(3"x 0.128');or <br /> 5 rafter 3-1Od common(3"x 0.148');or Face nail each rafter <br /> 4-3"x 0.131"nails <br /> 3-16d box nails(3'/2"x 0.135');or 2 toe nails on one side and 1 toe nail <br /> 6 Rafter or roof truss to late 3-1 Od common nails(3"x 0.148');or <br /> p 4-10d box(3"x 0.128');or on opposite side of each rafter or <br /> 4-3"x 0.131"nails <br /> truss <br /> 4-16d(3'/Z"x 0.135');or <br /> 3-1 Od common(3"x 0.148');or Toe nail <br /> 4-1 Od box(3"x 0.128');or <br /> 7 Roof rafters to ridge,valley or hip rafters or roof rafter 4-3"x 0.131"nails <br /> to minimum 2"ridge beam 3-16d box 31/2"x 0.1350;or <br /> 2-16d common(3'/2"x 0.162');or <br /> 3-10d box(3"x 0.128');or End nail <br /> 3-3"x 0.131"nails <br /> Wall <br /> 16d common(3'/2"x 0.162') 24"o.c.face nail <br /> 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 <br /> Stud to stud and abutting studs at intersectingwall comers 16d box 1"n il 0.135'�;or 12"o.c.face nail <br /> 9 (at braced wall panels) 3 x 0.131 nails <br /> 16d common(3'/2"x 0.162') 16"o.c.face nail <br /> 10 Built-up header(2"to 2"header with'/Z spacer) 16d common(3'/2"x 0.162') 16"o.c.each edge face nail <br /> " <br /> 16d box(3'/2"x 0.135') 12"o.c.each edge face nail <br /> 5-8d box(2'/2"x 0.113');or <br /> 11 Continuous header to stud 4-8d common(2'/2"x 0.1311);or Toe nail <br /> 4-1 Od box(3"x 0.128'D <br /> 16d common(31/2"x 0.162') 16"o.c.face nail <br /> 12 Top plate to top plate IOd box(3"x 0.128ID;or <br /> 12"o.c.face nail <br /> 3"x 0.131"nails <br /> 8-16d common(31/2"x 0.162'D;or Face nail on each side of end joint <br /> 13 Double top plate splice 12-16d box(3 x 0.135');or (minimum 24"lap splice length each <br /> 12-1 Od box(3""x x 0.128'�;or <br /> 12-3"x 0.131"nails side of end joint) <br /> (continued) <br /> 174 2018 INTERNATIONAL RESIDENTIAL CODE® <br />
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