APPROVED RESUB1 BLD2023-0657+Structural_PLANS+7.5.2023_3.18.12_PM+3648770Existing beam to
remain. Contractor
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Contractor to verify existing (2)
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Contractor to
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Contact FOR if
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TILE
PROPOSED FLOOR PLAN
5CALE: 1/4" = 1' 0"
CSES
CONSULTING STRUCTURAL ENGINEERING, INC
6311 17th Avenue NE - 5ealfle, WA 98115
206-527-1288
CARPET
LVP
LYP
CARPET
= The following documentation shall be available on
site for the building inspector:
COE APPROVED ARCHITECTURAL PLAN SET
: ❑ COE APPROVED STRUCTURAL PLAN SET ;
❑ COE REVIEWED CALCULATION PACKET
= ❑ ENERGY CREDIT WORKSHEET
❑ SITE PLAN
❑ CIVIL PLAN
=❑
■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ,
RESUB
Jul 05 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
BLD2023-0657 DEPARTMENT
Structural Notes:
ADDlicable Codes and Standards:
2018 International Building Code (IBC) and other applicable local building codes.
ASCE/SEI 7-16 - "Minimum Design Loads for Buildings and Other Structures"
2018 NDS for wood structures.
American Wood Preservers Bureau - AWPB Standards for Pressure Treated
Material.
American Concrete Institute - ACI 315, ACI 318, ACI 301, ACI 307.
Structural design shall be in accordance with the latest edition of above codes and
standards. Contractor shall comply with the latest edition of all applicable codes and
standards.
Design Loads:
Live load: roof 25 psf (snow)
floors 50 psf
Wood Framing Specifications:
Where toenails are used for stud wall construction, a minimum of (2) toenails at top
and bottom of each stud shall be provided. Toenails shall be 16d nails driven at
approximately a 45 degree angle, with a minimum of 1-1/2" of the nail shank shall be
embedded in both the stud and the plate. End nails driven through the plate and into
the stud end grain are not permitted. Simpson A34 clips at top and bottom of each
stud are permitted where correct toenailing is not provided.
Wherever joists bear on a wall or beam, either a continuous rim joist or solid wood
blocking must be provided. Blocking shall be connected to the joists with A35 angles
at each end. Individual blocks may be omitted to allow for ducting or other openings.
Consult with the engineer of record if more than 25% of the blocking is omitted.
Unless noted otherwise, the following grades and species shall be used for structural
lumber:
2x joists and studs Hem -Fir #2
4x and 6x beams DF-L #2
Glu-lam lumber 24F-V4 for simple span beams, 24F-V8 for cantilever
beams
All framing connections shall be per Table 2304.10.1 of the IBC, unless otherwise
noted.
Metal Framing Connectors:
Unless otherwise noted: Metal framing connectors shall be manufactured by the
Simpson company, or approved equal. Unless noted otherwise, use U-series joist
hangers to match joist size (e.g., U210 for 2x10 joist). Where supported by wood posts,
wood beams shall be connected to the tops of the posts using Simpson AC, PCZ or
EPCZ post caps, and to the bottoms of the posts bearing on wood framing using
Simpson AC connectors or A35 clips. Where supported by perpendicular beams,
wood beams shall be connected by HU-series face mount beam hangers. Provide
Simpson AB_ or PB post bases to connect posts to concrete foundations. Unless
otherwise specified, the maximum number of nails or screws should always be
installed on any connector.
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DATE:
7/OS/2023
SCALE:
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