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1-,2831 1 REGiSTERED
/SCOTT E. ANDERSON
STATE OF WASHINGTON
REVISIONS:
Project Phase
PROJECT NO.:
14008.00
DATE:
02.09.2015
SHEET:
FASCIA
REVISION
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STRUCTURAL NOTES
General Notes:
These structural notes supplement the drawings. Any discrepancy -found among the
drawings, these notes, and the site conditions shall be reported to the Engineer, who shall
correct such discrepancy in writing. Any work done by the Contractor after discovery of
such discrepancy shall be done at the Contractor's risk. The Contractor shalt verify and
coordinate the dimensions among all drawings prior to proceeding with any work
or fabrication. The Contractor is responsible for all bracing and shoring during
construction.
All construction shall conform to the applicable portions of the 2012 edition of the
International Building Code and ASCE 7-10 except where noted.
Design Criteria:
1. Live Load = 25 PSF (Snow)
2. Dead Load = 15 PSF (Roof)
88 PSF (CMU block wall)
12 PSF (Wall)
3. Wind = 2012 IBC Exposure B @ 110mph, 3 second gust
Importance Factor 1.0
LRFD Sum of internal and external pressures 19.3 psf
ASDSum of internal and external pressures 11.5psf
4. Seismic = Ss = 1.294 Site Class D
Fa = 1.00
SL = .496
IE= 1.0 Seismic Use Group
SDS= 0.863 Seismic Design Category D
SDL= 0.497
Masonry Shear Walls R= 5.0
Cs= SDs/(R/i)
V= Cs= 0.224W for Load Factor Design
V= Rho Cs W/ (1.4)
Rho = 1.3
V= 0.160 W for Allowable Stress Design
5. Soil = 1500 PSF, Assumed Bearing Capacity
Soil is assumed to be free draining granular backfill with little or no fines or organics to
impede water flow.
Carpentry:
1. Structural 2X and 4X framing shall be #2 Douglas Fir,
2. Structural 6X framing shall be #1 Douglas Fir.
3. 6X columns shall be #1 Douglas Fir.
4. 2X joists shall be kiln dried and stored in a dry area prior to installation.
5. Plywood shall be nailed 6" o.c. edges and 12" field with 10d's unless
otherwise noted on the drawings.
CAUTION
CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS. RECEIVED
APR 09 2015
CITY OF FEDERAL WAy
CDS
I, WA W
M M WA
MO
MC SQUARED
INCC7RPORA_-r D
STRUCTURAL & CIVIL
ENGINEERS
1235 EAST 4TH AVE.
SUITE 101
OLYMPIA, WA 98506
T (360) 754-9339
F (360) 352-2044
www.mc2-inc.com
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Date
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