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1a. Blocking between
<br />ceiling joists, rafters
<br />or trusses to top
<br />plate or other framing
<br />below
<br />(4) 8d box (2 1/2"x0.113")
<br />(3) 8d common
<br />(2 1/2"x0.131"); or
<br />(3) 10d box (3"x0.128"); or
<br />(3) 3"x0.131" nails; or
<br />(3) 3" 14 gauge staples,
<br />7/16" crown
<br />Each end, toenail
<br />1b. Blocking between
<br />rafters or truss not
<br />at the wall top plate,
<br />to rafter or truss
<br />(2) 8d common
<br />(2 1/2"x0.131"); or
<br />(2) 3"x0.131" nails; or
<br />(2) 3" 14 gauge staples
<br />Each end, toenail
<br />(2) 16d common
<br />(3 1/2"x0.162"); or
<br />(3) 3"x0.131" nails; or
<br />(3) 3" 14 gauge staples
<br />End nail
<br />1c. Flat blocking to
<br />truss and web filler
<br />16d common
<br />(3 1/2"x0.162") @ 6" o.c.; or
<br />3"x0.131" nails @ 6" o.c.; or
<br />3"x14 gauge staples @ 6" o.c
<br />(4) 8d box (2 1/2"x0.113")
<br />Face nail
<br />2. Ceiling joists to
<br />top plate
<br />(4) 8d box (2 1/2"x0.113")
<br />(3) 8d common
<br />(2 1/2"x0.131"); or
<br />(3) 10d box (3"x0.128"); or
<br />(3) 3"x0.131" nails; or
<br />(3) 3" 14 gauge staples,
<br />7/16" crown
<br />Each joist, toenail
<br />3. Ceiling joist not attached to
<br />parallel rafter, laps over
<br />partitions (no thrust)
<br />(see CBC Section 2308.7.3.1,
<br />Table 2308.7.3.1)
<br />(3) 16d common
<br />(3 1/2"x0.162"); or
<br />(4) 10d box (3"x0.128"); or
<br />(4) 3"x0.131" nails; or
<br />(4) 3" 14 gauge staples,
<br />7/16" crown
<br />Face nail
<br />4. Ceiling joist attached to
<br />parallel rafter (heel joint)
<br />(see CBC Section 2308.7.3.1,
<br />Table 2308.7.3.1)
<br />Per CBC Table
<br />2308.7.3.1 Face nail
<br />5. Collar tie to rafter
<br />(3) 10d common
<br />(3"x0.148"); or
<br />(4) 10d box (3"x0.128"); or
<br />(4) 3"x0.131" nails; or
<br />(4) 3" 14 gauge staples,
<br />7/16" crown
<br />Face nail
<br />6. Rafter or roof truss to
<br />top plate
<br />(see Section 2308.7.5,
<br />Table 2308.7.5)
<br />(3) 10 common
<br />(3"x0.148"); or
<br />(3) 16d box (3
<br />1/2"x0.135"); or
<br />(4) 10d box (3"x0.128"); or
<br />(4) 3"x0.131 nails; or
<br />(4) 3" 14 gauge staples,
<br />7/16" crown
<br />Two toenails on one
<br />side and one toenail
<br />on the opposite side
<br />of rafter or truss
<br />c
<br />7. Roof rafters to
<br />ridge valley or hip
<br />rafters; or roof rafter
<br />to (2) inch ridge beam
<br />(2) 16d common
<br />(31/2"x0.162"); or
<br />(3) 16d box (31/2"x0.135")
<br />(3) 10d box (3"x0.128"); or
<br />(3) 3"x0.131" nails; or
<br />(3) 3" 14 gauge staples,
<br />7/16" crown
<br />End nail
<br />(3) 10d common
<br />(3 1/2"x0.148"); or
<br />(4) 16d box (3 1/2"x0.135"); or
<br />(4) 10d box (3"x0.128"); or
<br />(4) 3"x0.131" nails; or
<br />(4) 3" 14 gauge staples,
<br />7/16" crown
<br />Toenail
<br />8. Stud to stud (not
<br />at braced wall panels)
<br />16d common
<br />(3 1/2"x0.162"); or 24" o.c. face nail
<br />10d box (3"x0.128"); or
<br />3"x0.131" nails; or
<br />(3) 3" 14 gauge staples,
<br />7/16" crown
<br />16" o.c. face nail
<br />9. Stud to stud and
<br />abutting studs at
<br />intersecting wall
<br />corners (at braced
<br />wall panels)
<br />16d common
<br />(3 1/2"x0.162"); or 16" o.c. face nail
<br />16d box
<br />(3 1/2"x0.135"); or 12" o.c. face nail
<br />3"x0.131" nails; or
<br />(3) 3" 14 gauge staples,
<br />7/16" crown
<br />12" o.c. face nail
<br />10. Built-up header
<br />(2" to 2" header)
<br />16d common
<br />(3 1/2"x0.162"); or
<br />16" o.c. each edge,
<br />face nail
<br />16d box
<br />(3 1/2"x0.135")
<br />12" o.c. each edge,
<br />face nail
<br />11. Continuous header
<br />to stud
<br />(4) 8d common
<br />(2 1/2"x0.131"); or
<br />(4) 10d box (3"x0.128")
<br />(5) 8d box (2 1/2"x0.113")
<br />Toenail
<br />12. Top plate to top
<br />plate
<br />16d common
<br />(3 1/2"x0.162"); or 16" o.c. face nail
<br />10d box (3"x0.128"); or
<br />3"x0.131" nails; or
<br />3" 14 gauge staples,
<br />7/16" crown
<br />12" o.c. face nail
<br />13. Top plate to top
<br />plate, at end joints
<br />(8) 16d common
<br />(3 1/2"x0.162"); or
<br />(12) 16d box
<br />(3 1/2"x0.135")
<br />(12) 10d box (3"x0.128"); or
<br />(12) 3"x0.131" nails; or
<br />(12) 3" 14 gauge staples,
<br />7/16" crown
<br />Each side of end joint,
<br />face nail (minimum 24"
<br />lap splice length each
<br />side of end joint)
<br />14. Bottom plate to
<br />joist, rim joist, band
<br />joist or blocking (not
<br />at braced wall panels)
<br />16d common
<br />(3 1/2"x0.162"); or 16" o.c. face nail
<br />16d box (3 1/2"x0.135"); or
<br />3"x0.131" nails; or
<br />3" 14 gauge staples,
<br />7/16" crown
<br />12" o.c. face nail
<br />21. Joist to sill, top
<br />plate, or girder
<br />(4) 8d box (21/2"x0.113")
<br />(3) 8d common
<br />(21/2"x0.131"); or
<br />(3) 10d box (3"x0.128"); or
<br />(3) 3"x0.131" nails; or
<br />(3) 3" 14 gauge staples,
<br />7/16" crown
<br />Toenail
<br />22. Rim joist, band
<br />joist, or blocking to
<br />top plate, sill or other
<br />framing below
<br />8d common
<br />(2 1/2"x0.131"); or
<br />10d box (3"x0.128"); or
<br />3"x0.131" nails; or
<br />3" 14 gauge staples,
<br />7/16" crown
<br />6" o.c., toenail
<br />23. 1"x6" subfloor or
<br />less to each joist
<br />(3) 8d box (21/2"x0.113")
<br />(2) 8d common
<br />(21/2"x0.131"); or
<br />(3) 10d box (3"x0.128")
<br />(2) 13/4" 16 gauge
<br />staples, 1" crown
<br />Face nail
<br />24. 2" subfloor to
<br />joist or girder
<br />(3) 16d box (31/2"x0.135")
<br />(2) 16d common
<br />(31/2"x0.162")
<br />Blind and Face nail
<br />25. 2" planks (plank
<br />& beam-floor & roof)
<br />(3) 16d box (31/2"x0.135")
<br />(2) 16d common
<br />(31/2"x0.162")
<br />Each bearing,
<br />face nail
<br />26. Built-up girders
<br />and beams, 2" lumber
<br />layers
<br />20d common
<br />(4"x0.192"); or
<br />32" o.c., face nail at
<br />top and bottom
<br />staggered on
<br />opposite sides
<br />10d box (3"x0.128"); or
<br />3"x0.131" nails; or
<br />3" 14 gauge staples,
<br />7/16" crown
<br />24" o.c. face nail at
<br />top and bottom
<br />staggered on
<br />opposite sides
<br />And:
<br />(2) 20d common
<br />(4"x0.192"); or
<br />(3) 10d box (3"x0.128"); or
<br />(3) 3"x0.131" nails; or
<br />(3) 3" 14 gauge staples,
<br />7/16" crown
<br />Ends and at each
<br />splice, face nail
<br />27. Ledger strip
<br />supporting joists or
<br />rafters
<br />(3) 16d common
<br />(3 1/2"x0.162"); or
<br />(4) 16d box (3 1/2" x0.135")
<br />(4) 10d box (3"x0.128"); or
<br />(4) 3"x0.131" nails; or
<br />(4) 3" 14 gauge staples,
<br />7/16" crown
<br />Each joist or rafter,
<br />face nail
<br />28. Joist to band
<br />joist or rim joist
<br />(3) 16d common
<br />(3 1/2"x0.162"); or
<br />(4) 10d box (3"x0.128"); or
<br />(4) 3"x0.131" nails; or
<br />(4) 3" 14 gauge staples,
<br />7/16" crown
<br />End nail
<br />29. Bridging or
<br />blocking to joist,
<br />rafter or truss
<br />(2) 8d common
<br />(2 1/2"x0.131"); or
<br />(2) 10d box (3"x0.128"); or
<br />(2) 3"x0.131" nails; or
<br />(2) 3" 14 gauge staples,
<br />7/16" crown
<br />Each end, toenail
<br />CBC Table 2304.10.2 - FASTENING SCHEDULE
<br />DESCRIPTION OF
<br />BUILDING ELEMENTS
<br />NUMBER AND TYPE OF
<br />FASTENERS
<br />SPACING AND
<br />LOCATION NOTES
<br />Roof
<br />Wall
<br />DESCRIPTION OF
<br />BUILDING ELEMENTS
<br />NUMBER AND TYPE OF
<br />FASTENERS
<br />SPACING AND
<br />LOCATION NOTES
<br />Floor
<br />CBC Table 2304.10.2 - FASTENING SCHEDULE
<br />15. Bottom plate to
<br />joist, rim joist, band
<br />joist or blocking at
<br />braced wall panels
<br />(2) 16d common
<br />(3 1/2"x0.162"); or
<br />(3) 16d box (3 1/2"x0.135"); or
<br />(4) 3"x0.131" nails; or
<br />(4) 3" 14 gauge staples,
<br />7/16" crown
<br />16" o.c. face nail
<br />8d box 2 1/2"x 0.113" 4" o.c., toenail
<br />DESCRIPTION OF
<br />BUILDING ELEMENTS
<br />NUMBER AND TYPE OF
<br />FASTENERS
<br />SPACING AND
<br />LOCATION NOTES
<br />CBC Table 2304.10.2 - FASTENING SCHEDULE
<br />16. Stud to top or
<br />bottom plate
<br />(3) 16d box 3 1/2"x0.135")
<br />(4) 8d common
<br />(2 1/2"x0.131"); or
<br />(4) 10d box (3"x0.128"); or
<br />(4) 3"x0.131" nails; or
<br />(4) 8d box (2 1/2"x0.113")
<br />(4) 3" 14 gauge staples,
<br />7/16" crown
<br />Toenail
<br />(2) 16d common
<br />(3 1/2"x0.162"); or
<br />(3) 10d box (3"x0.128"); or
<br />(3) 3"x0.131" nails; or
<br />(3) 3" 14 gauge staples,
<br />7/16" crown
<br />End nail
<br />17. Top plates, laps
<br />at corners and
<br />intersections
<br />(2) 16d common
<br />(31/2"x0.162"); or
<br />(3) 16d box (31/2"x0.135")
<br />(3) 10d box (3"x0.128"); or
<br />(3) 3"x0.131" nails; or
<br />(3) 3" 14 gauge staples,
<br />7/16" crown
<br />Face nail
<br />18. 1" brace to each
<br />stud and plate
<br />(3) 8d box (2 1/2"x0.113")
<br />(2) 8d common
<br />(2 1/2"x0.131"); or
<br />(2) 10d box (3"x0.128"); or
<br />(2) 3"x0.131" nails; or
<br />(2) 3" 14 gauge staples,
<br />7/16" crown
<br />Face nail
<br />19. 1"x6" sheathing
<br />to each bearing
<br />(3) 8d box (2 1/2"x0.113")
<br />(2) 8d common
<br />(2 1/2"x0.131"); or
<br />(2) 10d box (3"x0.128")
<br />(2) 1 3/4" 16 gauge
<br />staples, 1" crown
<br />Face nail
<br />(3) 8d common
<br />(2 1/2"x0.131"); or
<br />(3) 8d box
<br />(2 1/2"x0.113"); or
<br />(3) 10d box (3"x0.128")
<br />or (3) 1 3/4" 16 gauge
<br />staples, 1" crown
<br />Wider than 1"x8":
<br />(3) 8d common (2 1/2"x0.131");
<br />or (4) 8d box (2 1/2"x0.113"); or
<br />(4) 1 3/4" 16 gauge staples,
<br />1" crown
<br />20. 1"x8" and wider sheathing
<br />to each bearing Face nail
<br />30. 3/8"- 1/2"
<br />6d common or
<br />deformed (2"x0.113")
<br />(subfloor and wall)
<br />6 12
<br />8d common or
<br />deformed (2
<br />1/2"x0.131"x0.281" head)
<br />(roof); or
<br />RSRS-01 (2 3/8"x0.113") nail
<br />(roof)
<br />6 6 e
<br />2 3/8"x0.113" nail
<br />(subfloor and wall)6 12
<br />1 3/4" 16 gauge
<br />staple, 7/16" crown
<br />(subfloor and wall)
<br />4 8
<br />2 3/8"x0.113"x0.266" head
<br />nail (roof)3 3
<br />1 3/4" 16 gauge staple,
<br />7/16" crown (roof)3 3
<br />31. 19/32"- 3/4"
<br />8d common
<br />(2 1/2"x0.131"); or
<br />6d deformed (2"x0.113")
<br />(subfloor and wall)
<br />6 12
<br />8d common or
<br />deformed (2 1/2"x0.131"x0.281"
<br />head) (roof); or
<br />RSRS-01 (2 3/8"x0.113") nail
<br />(roof)
<br />6 6 e
<br />2 3/8"x0.113"x0.266" head
<br />nail; or 2" 16 gauge staple,
<br />7/16" crown
<br />4 8
<br />32. 7/8"-1 1/4"
<br />10d common (3"x0.148"); or
<br />8d deformed
<br />(2 1/2"x0.131"x0.281" head)
<br />6 12
<br />33. 1/2" fiberboard
<br />sheathing
<br />1 1/2"x0.120" galvanized
<br />roofing nail (7/16" head
<br />diameter); or
<br />1 1/4" 16 gauge staple
<br />with 7/16" or 1" crown
<br />3 6 b
<br />34. 25/32" fiberboard
<br />sheathing
<br />1 3/4" galvanized roofing nail
<br />(7/16" head diameter); or
<br />1 1/2" 16 gauge staple
<br />with 7/16" or 1" crown
<br />3 6 b
<br />35. 3/4" and less
<br />8d common
<br />(2 1/2"x0.131"); or
<br />6d deformed (2"x0.113");
<br />or deformed (21/2"x0.120")
<br />6 12
<br />36. 7/8"-1"
<br />8d common
<br />(2 1/2"x0.131"); or
<br />8d deformed (2 1/2"x0.113");
<br />or deformed (21/2"x0.120")
<br />6 12
<br />37. 1 1/8"-1 1/4"
<br />10d common (3"x0.148"); or
<br />8d deformed (2 1/2"x0.131");
<br />or deformed (21/2"x0.120")
<br />6 12
<br />38. 1/2" or less
<br />6d corrosion-resistant
<br />siding (1 7/8"x0.106"); or
<br />6d corrosion-resistant
<br />casing (2"x0.099")
<br />6 12
<br />39. 5/8"
<br />8d corrosion-resistant
<br />siding (2 3/8"x0.128"); or
<br />8d corrosion-resistant
<br />casing (2 1/2"x0.113")
<br />6 12
<br />40. 1/4"4d casing (1 1/2"x0.080"); or
<br />4d finish (1 1/2"x0.072")6 12
<br />41. 3/8"
<br />6d casing (2"x0.099"); or
<br />6d finish (2"x0.192") (Panel
<br />supports at 24 inches)
<br />6 12
<br />a. Nails spaced at 6 inches at intermediate supports where spans are 48 inches or more. For
<br />nailing of wood structural panel and particle board diaphragms and shear walls, refer to
<br />CBC Section 2305. Nails for wall sheathing are permitted to be common, box or casing.
<br />b. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate
<br />supports for nonstructural applications. Panel supports at 16 inches (20 inches if strength
<br />axis in the long direction of the panel, unless otherwise marked).
<br />c. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this
<br />schedule and the ceiling joist is fastened to the top plate in accordance with this schedule,
<br />the number of toenails in the rafter shall be permitted to be reduced by one nail.
<br />d. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667.
<br />e. Tabulated fastener requirements apply where the ultimate design winds speed is less that
<br />140 mph. For wood structural panel roof sheathing attached to gable-end roof framing and
<br />to intermediate supports within 48 inches of roof edges and ridges, nails shall be spaced
<br />at 4 inches on center where the ultimate design wind speed is greater than 130 mph in
<br />Exposure B or greater than 110 mph in Exposure C. Spacing exceeding 6 inches on
<br />center at intermediate supports shall be permitted where the fastening is designed per the
<br />AWC NDS.
<br />f. Fastening is only permitted where the ultimate design wind speed is less than or equal to
<br />110 mph.
<br />g. Nails and staples are carbon steel meeting the specifications of ASTM F1667.
<br />Connections using nails and staples of other materials, such as stainless steel, shall be
<br />designed by acceptable engineering practice or approved under Section 104.11.
<br />Wood structural panels (WSP), subfloor, roof and interior wall
<br />sheathing to framing and particleboard wall sheathing to framing a
<br />Edges
<br />(inches)
<br />Intermediate
<br />supports
<br />(inches)
<br />Other exterior wall sheathing
<br />Wood structural panels, combination subfloor underlayment to framing
<br />Panel siding to framing
<br />Interior paneling
<br />f
<br />f
<br />A B B R E V I A T I O N S
<br />& And
<br />@ At
<br />A.B. Anchor Bolt
<br />ACI American Concrete Institute
<br />ADD'L Additional
<br />AESS Architectural Exposed Structural
<br />Steel
<br />AISC American Institute of Steel
<br />Construction
<br />ALT. Alternate
<br />APPROX. Approximate
<br />ARCH. Architect
<br />ASD Allowable Strength Design
<br />ASTM American Society for Testing
<br />and Materials
<br />AWPA American Wood Preservers
<br />Assoc.
<br />AWS American Welding Society
<br />BLK'G Blocking
<br />BM. Beam
<br />B.N. Boundary Nail
<br />BOCA Building Officials and Code
<br />Administrators International,
<br />Inc.
<br />BOT. Bottom
<br />BRG. Bearing
<br />B.S. Both Sides
<br />BTWN. Between
<br />C Camber
<br />CBC California Building Code
<br />C.C. Center to Center
<br />CCR California Code of Regulations
<br />C.J. Control Joint
<br />C.I.P. Cast-in-place
<br />C.L., CL Center Line
<br />CLG. Ceiling
<br />CLR. Clear
<br />CMU Concrete Masonry Unit
<br />COL. Column
<br />CONC. Concrete
<br />CONN. Connection
<br />CONT. Continuous
<br />CJP Complete Joint Penetration
<br />CSK. Countersink
<br />CTBR. Counterbore
<br />CTR. Center
<br />DBA Deformed Bar Anchor
<br />DBL. Double
<br />DC Demand Critical (Weld)
<br />DET., DTL. Detail
<br />DF Douglas Fir
<br />DIA., ∅Diameter
<br />DIAG. Diagonal
<br />DL Dead Load
<br />DN. Down
<br />DO. Ditto
<br />DSA Division of the State Architect
<br />DWG(S). Drawing(s)
<br />(E) Existing
<br />EA. Each
<br />E.F. Each Face
<br />E.J. Expansion Joint
<br />ELEV.,EL. Elevation
<br />EMB.,EMBED. Embedment
<br />E.N. Edge Nail
<br />EQ. Equal
<br />EQUIP. Equipment
<br />E.S. Each Side
<br />E.W. Each Way
<br />FDN. Foundation
<br />F.F. Finish Floor
<br />F.G. Finish Grade
<br />FIN. Finish
<br />FLR. Floor
<br />F.O.C. Face of Concrete
<br />F.O.M. Face of Masonry
<br />F.O.S. Face of Stud
<br />FRMG. Framing
<br />FRP Fiber Reinforced Polymer
<br />F.S. Far Side
<br />FT. Foot, Feet
<br />FTG. Footing
<br />GA. Gauge
<br />GALV. Galvanized
<br />G.L. Grid Line
<br />GLB Glued Laminated Beam
<br />GR. Grade
<br />HDG Hot-dip Galvanized
<br />HGR. Hanger
<br />HK. Hook
<br />HORIZ. Horizontal
<br />HSB High Strength Bolt
<br />HSS Hollow Structural Section
<br />HT. Height
<br />IBC International Building Code
<br />ICC International Code Council
<br />IN. Inch, Inches
<br />INT. Interior
<br />INV. Inverted
<br />JST. Joist
<br />K Kips
<br />KSI Kips per Square Inch
<br />LABC Los Angeles Building Code
<br />LBS. Pounds
<br />LL Live Load
<br />LLH Long Leg Horizontal
<br />LLV Long Leg Vertical
<br />LONG. Longitudinal
<br />LTWT. Lightweight
<br />LVL Laminated Veneer Lumber
<br />MAX. Maximum
<br />M.B. Machine Bolt
<br />MECH. Mechanical
<br />MFR. Manufacturer
<br />M.I. Malleable Iron
<br />MIL. 0.001 Inch
<br />MIN. Minimum
<br />MISC. Miscellaneous
<br />(N) New
<br />NO., # Number
<br />N.S. Near Side
<br />N.T.S. Not to Scale
<br />NWT. Normal Weight
<br />O.C. On Center
<br />O.D. Outside Diameter
<br />O.H. Opposite Hand
<br />OPNG. Opening
<br />OPP. Opposite
<br />OSHPD Office of Statewide Health
<br />Planning and Development
<br />PAF Powder-Actuated Fasteners
<br />PART. Partial
<br />PCF Pounds per Cubic Foot
<br />PL Plate
<br />PLY. Plywood
<br />PP Partial Penetration
<br />PSF Pounds per Square Foot
<br />PSI Pounds per Square Inch
<br />P.T. Pressure Treated
<br />PW Puddle Weld
<br />PWJ Plywood Web Joists
<br />RAD. Radius
<br />R.D. Roof Drain
<br />REINF. Reinforcing
<br />REQ. Required
<br />RF. Roof
<br />R.O. Rough Opening
<br />RND. Round
<br />R.R. Remove & Replace
<br />S.A.D. See Architectural Drawings
<br />SCHED. Schedule
<br />SFBC San Francisco Building Code
<br />SFRS Seismic Force Resisting
<br />System
<br />SHT. Sheet
<br />SHTG. Sheathing
<br />SIM. Similar
<br />SLRS Seismic Load Resisting System
<br />S.M.D. See Mechanical Drawings
<br />S.O.G. Slab on Grade
<br />S.P. Southern Pine
<br />S.S. Stainless Steel
<br />STAGG'D.,STG. Staggered
<br />STD. Standard
<br />STIFF. Stiffener
<br />STL. Steel
<br />STRUCT. Structural
<br />SYMM.,SYM. Symmetrical
<br />T&B Top and Bottom
<br />T&G Tongue & Groove
<br />T.N. Toe Nail
<br />T.O.C. Top of Concrete
<br />T.O.S. Top of Steel
<br />T.O.W. Top of Wall
<br />TS Tube Steel (Hollow Structural
<br />Section)
<br />TYP. Typical
<br />U.O.N. Unless Otherwise Noted
<br />VERT. Vertical
<br />V.I.F., ± Verify in Field
<br />W/ With
<br />W/O Without
<br />WCLIB West Coast Lumber Inspection
<br />Bureau
<br />W.P. Work Point
<br />WHS Welded Headed Stud
<br />WTS Welded Threaded Stud
<br />WWR Welded Wire Reinforcing
<br />WWPA Western Wood Products
<br />Association
<br />N
<br />G E N E R A L S Y M B O L S A N D L E G E N D
<br />REVISION
<br />GRIDLINE
<br />BUILDING SECTION OR ELEVATION
<br />WORK POINT, DATUM OR CONTROL POINT,
<br />FIN. FLR. ELEVATION, S.A.D.
<br />DETAIL REFERENCE
<br />PROJECT NORTH, S.A.D. FOR TRUE NORTH
<br />2
<br />S602
<br />14
<br />S301
<br />1
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<br />Plan Check Number:
<br />Project Number:
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<br />S H E E T
<br />--
<br />731 South Highway 101, Suite 1M,
<br />Solana Beach, CA 92075
<br />(714) 639-9860
<br />ry-aoarchitects.com
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<br />238143.00-BLDC
<br />8631 RUSH STREET
<br />ROSEMEAD, CA 91770
<br />626-302-3687
<br />SOUTHERN CALIFORNIA EDISON
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<br />101119260
<br />S0.02
<br />2024-01-24 Issue for Plan Check
<br />2024-06-11 Re-Issue for Plan Check
<br />2024-10-25 RTU Anchorage Added
<br />1327 S Grand Ave
<br />12/12/2024
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