APPROVED BLD REV1 BLD2022-1184+STRUCTURAL_Plan+2.13.2023_9.28.12_AM+3365662REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
W.W
BUILDING OFFICIAL
Feb 21 2023
APPROVED DATE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
= . 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
,Original plans approved on 01/09/2023
■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ;
GENERAL STRUCTURAL NOTES
CODE All conditions, materials and construction shall conform to the code specified in the DESIGN CRITERIA, or
other codes required by the governing jurisdiction.
PROTECTION Through maintenance and current best practices, provide a building envelope that will preserve
the integrity of the structure throughout it's lifetime.
INSPECTIONS Notify Building Department for inspections required by local jurisdiction.
SOILS Bearing capacity of soil shall be per DESIGN CRITERIA or greater. Footing shall bear on solid undisturbed
level soil devoid of any organic material and below indicated frost line.
COMPACTED FILL shall consist of predominately Well -Graded, granular soil, free of organic material and
debris. Fill should be placed in maximum 8" loose lifts and compacted to a minimum of 95 percent
of the maximum density at optimum moisture content determined by ASTM D-1557 test procedures.
BACKFLL shall be free draining and without organic material and debris from one of the following soil
classes SM-SC, SM, SID, SW, GC, GM, GP, and GW.
FOUNDATIONS AND RETAINING WALLS Extend footings to undisturbed bearing soil. Do not backfill until all
slabs and/or horizontal diaphragms are constructed, otherwise provide temporary bracing to resist movement.
CONCRETE fc = 3000 psi minimum for environmental exposure (2500 psi used in structural design, or
unless greater psi indicated on the plans). 5 1/2 sacks of cement per cubic yard of concrete and a maximum
of 6 gallons of water per 94 lb sack of cement. Maximum slump is 4". Segregation of materials shall be
prevented through proper handling and placement.
REDWORCING STEEL #4 bars and larger shall be Grade 60 deformed bars, and #3 bars shall be
Grade 40 (u.n.o.), in accordance with ASTM A-615. Lap splices 32 bar diameters u.n.o. Welded
wire fabric shall conform to ASTM A-185 and shall be 6x6 - W1.4xW1.4. Lap one full mesh at splices.
CLEAR COVER 3" clr when cast against Earth and 2" clr in all other locations, u.n.o.
WOOD FRAMING in contact with concrete or masonry, or exposed to weather, shall be pressure treated.
Numbers in parenthesis, IE (1-1), refer to corresponding engineering calculations.
CONNECTORS AND FASTENERS Fasteners, including nuts and washers, and connectors in contact
with pressure treated wood shall be hot -dipped zinc -coated galvanized.
EXCEPTION: Plain carbon steel fasteners, including nuts and washers, in SBX/DOT and zinc borate
preservative treated wood in an interior, dry environment shall be permitted.
SOLID SAWN LUMBER shall meet the following minimum grades (u.n.o.) conforming to "WWPA GRADING
RULES FOR WESTERN LUMBER", latest edition:
BEAMS, POSTS, RAFTERS, JOIST
6X and wider DF#1
2x 10 and greater DF#2
2x 8 and smaller HF#2
ENGINEERED WOOD shall meet the following minimum properties:
Callout E x 106 (psi) Fb si Fc par (psi) Fc perp(psi) Fv([psi)
GLB 1.8E 2400 1650 650 240
All cantilevered and multi -span glue -laminated beams (GLB) shall be V8 unless noted otherwise,
additionally cantilevered beams shall have zero camber.
Engineered wood products shall be protected from moisture to preserve their structural integrity.
Provide temporary bracing to avoid permanent deflections resulting from drying under construction
dead loads.
BEAM PENETRATIONS Allowable beam penetrations shall be made in the middle third of the span and the
middle third of the depth. Contact this office for any penetration outside the allowable area.
CONNECTIONS and fasteners shall be per CODE Table 2304.10.1 u.n.o. The symbol, "#", indicates a hardware
connector from the most current Simpson Strong -Tie Catalog. Hardware with equivilent or greater capacities
from other manufacturers may be substituted, example you can use USP's Dual Specification Chart to make an
equivilent or greater capacity selection. Install per the manufacturer instructions.
Fasteners and hardware in contact with pressure treated wood shall be hot -dipped zinc -coated galvanized.
NAILS All nails shall be "Standard Common" size per the latest edition of the National Design Specification
for Wood Construction (NDS) u.n.o.
POST CAPS Provide a post cap on isolated columns that most nearly matches the actual member size(s)
U.N.O. Each connection shall have a minimum of (3)10d to the post and (3)10d to the beam.
HANGERS Model numbers will be specified on the plans for conditions that require more than minimum
capacity, otherwise see CONNECTIONS. When a hanger is not specified on the plans, use any size specific
model number that fits that member. Always use MAX NAILING. Hanger to match member size. Notching or
shimming of beam not allowed unless specified.
3OBSITE SAFETY Sound Structural Solutions Inc has not been retained or compensated to provide design
and/or construction review services related to the contractor's safety precautions or to means, methods,
techniques, sequences or procedures for the contractor to perform their work. The undertaking of periodic site
visits by the ENGINEER shall not be construed as supervision of actual construction and not make him responsible
for providing a safe place for the performance of work by the contractor, subcontractors, suppliers or their
employees, or for access, visits, use work, travel, or occupancy by any person.
OWNERSHIP OF DOCUMENTS These drawings and calculations are the intellectual property of Sound Structural
Solutions Inc. These drawings may not be used in whole or in part by any person without permission of Sound
Structural Solutions Inc.
MISCELLANEOUS The contractor shall verify dimensions and conditions at job site. The contractor shall
provide temporary bracing as required until all permanent connections and stiffenings have been installed.
Do not scale drawings. Pre -fabricated items to be handled and installed per manufacturer's recommendations.
Basic Wind Speed (3 sec gust) mph
98
Surface Roughness
C
Wind Exposure Category
C
PLAN INSTRUCTIONS
READ THIS FIRST
These plans are organized so that more detailed or specific information is found in the same
way by following the direction shown below:
GENERAL STRUCTURAL NOTES
SCHEDULES, DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES for more
specific information.
SCHEDULES
DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES and SCHEDULES for more
specific information.
DETAILS
PLANS will often refer to GENERAL STRUCTURAL NOTES, SCHEDULES and DETAILS for more
specific information.
PLANS
See the SYMBOL LEGEND as well as ABREVIATIONS AND ACRONYMS for other additional
information used on the PLANS. The term, TYPICAL (or TYP), used with a detail callout or plan note,
indicates that the information specified shall apply in all similar conditions.
IF YOU HA VEANY QUESTIONS OR CONCERNS CONTACT US IMMEDIA Ta Y.l
We can be reached immediately by phone: (425) 778-1023
For less pressing questions, email us: inbox@ssseng.com
Please help us get to your plans by having this job number handy: s2209023
ABBREVIATIONS AND ACRONYMS
ABV ABOVE E.S. EACH SIDE O.C. ON CENTER
A.B. ANCHOR BOLT E.W. EACH WAY P.T. PRESSURE TREATED
BLW BELOW EA EACH REINF REINFORCEMENT
BLK BLOCK E.N. EDGE NAILING REQD REQUIRED
BLKG BLOCKING EMBED EMBEDMENT SCHED SCHEDULE
B.N. BOUNDARY NAILING EXIST EXISTING SIM SIMILAR
BTM BOTTOM FDN FOUNDATION STD STANDARD
BRIG BEARING FLR FLOOR STRUCT STRUCTURAL
BTWN BETWEEN FRMG FRAMING SW SHEARWALL
CLR CLEAR FTG FOOTING THRU THROUGH
CLTR COLLECTOR G.T. GIRDER TRUSS T.R. THREADED ROD
CONIC CONCRETE GR GRADE TYP TYPICAL
CONN CONNECTION HORIZ HORIZONTAL U.N.O. UNLESS NOTED
CONT CONTINUOUS MAX MAXIMUM OTHERWISE
CTR CENTER MFG MANUFACTURED VERT VERTICAL
DBL DOUBLE MIN MINIMUM w/ WITH
DET DETAIL o/ OVER w/o WITHOUT
E.E. EACH END oc ON CENTER W.W.F. WELDED WIRE FABRIC
DESIGN CRITERIA
Governing Code 18 IBC Risk Category II
Wind Design Data
Earthquake Design Data
Gravity Load Data
loads are psf
Dead Live Snow
Decks: loads are psf
Dead Live Snow
Joists5 20 60 25
Notes apply as called out in table above.
5 Joists of sawn lumber or wood I -joists.
Assumed Soil Data
Allowable Soil Bearing 2000 psf
Seismic Importance Factor, Ie
1.00
Site Classification
D
1-Second Acceleration, S1
0.451
Seismic Design Category
D
Spectral Response Coefficient,
Sps
1.026
Spectral Response Coefficient,
SD1
0.556
Seismic Force Resisting System
Table 12.2-1: A-15
2016 Equiv. Lateral Force Procedure
SSS Number:
s2209023
Project Name:
569 Hemlock Way
Owner:
[Dean Adams]
Project Location:
569 Hemlock Way,
Edmonds, WA
Design Professional:
Michel Design
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REVISION
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Feb 13 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2022-1184
ORIGIN DATE: 2/9
2023
REVISED; ----
Internal Pressure Coefficient
0.18
Topographic Factor, Kt
1.00
Ground Elevation Factor, Ke
1.00
2x4DEC
(2)10d @ INTERMEDIA
END BEARING SUPPORTS,
JOIST PER
_F
I
x x
x x
x x
-
UNG
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TYP
Ix x
x x
x x
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PLAN
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DBD I DECK BOARD DIAPHRAGM
N.T.S.
16"
MAX
F:1
6 2x8 MIN DECK
JOISTS AND RIMS
18" DIAMETER —
8" MIN
18" MAX
%" 4 GALV M.B.
OR THREADED ROD
w/ NUTS & WASHERS -
(2) #DTT2 w/
A (8) % x 1 % #SDS ea
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SOIL
DECK BEAM FOOTING
N.T.S.
IWINIT, YIII EiL[ii
POST
16" MAX
PLAIN
CONCRETE FOOTING
FINISH GR
12"
MIN
2"
DF
2x8 (MIN)
%" 4 GALV M.B. BLKG
OR THREADED ROD 21'
w/ NUTS & WASHERS
(2) #DTT2 w/
B (8) % x 1 % #SDS ea (2) #DTT2 w/
(8) % x 1 % #SDS ea
TESTED POST -TO -DECK ASSEMBLY BY
SIMPSON STRONG -TIE PUBLISHED IN
REPORT (T-C-GRDRLPST20)
HOLDOWN GUARDRAIL POST APPLICATION
N.T.S.
HGP
DECK FRAMING PLAN
1/4" = V-0° DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS
SSS Number:
s2209023
Project Name:
569 Hemlock Way
Owner:
[Dean Adams]
Project Location:
569 Hemlock Way,
Edmonds, WA
Design Professional:
Michel Design
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This space reserved for
governing jurisdiction stamps
REVISION
Feb 13 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2022-1184
ORIGIN DATE: 2/9/2023
REVISED: ---S210
-