APPROVED BLD ENG PLN- BLD2021-0035+Architectural_AND SITE Plan+1.11.2021_10.12.19_AM+1983095Ip■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I
(SPECIAL INSPECTION REQUIRED
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Lot Size: 12,000 sq ft
House: 2,418 sq ft
New Deck: 622 sq ft
Total: 3,040 sq ft
Lot coverage: 25.33%
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APPROVED
BY PLANNING
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Jan 27 2021
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY r
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
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VICINITY MAP
y of Edmonds
Building Department
APPROVED Plans
City Of
Edmonds
Building
Department
Work
DECK
Address 7235 SOUNDVIEW LANE
Owner -----------------------------
KEANE
------------------------------------------
Approved Dater
01 /19/2021
Building Official DcrstxyxrcL#L
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Permit Number
BLD2021-0035
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APPROVED
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANC
ENGINEERING DIVISION
APPROVED AS NOTED
�.ntn�e ,*, 01 /25/2021
PLOT PLAN.
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RECEIVED
Jan 13 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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NOTE:
ALL WOOD EXP5PO5ED TO WEATHER
TO BE PRE55URE TREATED OR CEDAR
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Jan 13 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
REVISIONS:
PRINTED:
1/11/21
m
NEW DECK .
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A A A
A A
A A A
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A A A
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A A A
AAI A
CONCRETE BRACE A
A'
SCALE: 3 / 4" = Y-0"
SEE ATTACHED
5 SHEETS FOR
STRUCTURAL DETAILS
2X10 016" OC
EXI5TING 8"
FOUNDATION
WALL 10' - 12' HT
RECEIVE
Jan 13 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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REVISIONS:
PRINTED:
1/11/21
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 its 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.
BACKFILL shall be free draining and without organic material and debris from one of the following soil
classes SM-SC, SM, SP, 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.
There shall be no machine compaction on the retaining side of the structure for a distance equivalent to 2/3rds
the wall height.
See applicable detail(s): FTG
SILL PLATES Use pressure treated 2x plates u.n.o. Embed anchor bolts at least 7" (expansion anchors
4"). Use 3"x3"x0.229" washers. There shall be a minimum of two bolts per piece spaced not more than 6
feet apart, with one bolt located not more than 12" or less than 4" from each end of each piece.
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.
REINFORCING 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.
FOOTING DRAINAGE Footing drainage per Building Code section 1805.4.2 & Residential Code section
R405.1.
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, JOLST
6X and wider DF#1
4X DF#2
2x 10 and greater DF#2
2x 8 and smaller HF#2
WALL STUDS
2x HF#2
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.
See applicable detail(s): BP
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 sPRECE IV E D
JOBSITE SAFETY Sound Structural Solutions Inc � IIhas etained or compensated to provide design
and/or construction review services related to the'U 1afety precautions or to means, methods,
CITY OF EDMOND
techniques, sequences or procedures for the couknacttioxEta 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.
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 VEA NY QUESTIONS OR CONCERNS CON TA CT US IMMEDIA TEL Y!
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: s1704033
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
BRG
BEARING
FLR
FLOOR
STRUCT STRUCTURAL
BTWN
BETWEEN
FRMG
FRAMING
SW
SHEARWALL
CLR
CLEAR
FTG
FOOTING
THRU
THROUGH
CLTR
COLLECTOR
G.T.
GIRDER TRUSS
TYP
TYPICAL
CONC
CONCRETE
GR
GRADE
U.N.O.
UNLESS NOTED
CONN
CONNECTION
HORIZ
HORIZONTAL
#
OTHERWISE
CONT
CONTINUOUS
MAX
MAXIMUM
VERT
VERTICAL
CTR
CENTER
MFG
MANUFACTURED
w/
WITH
DBL
DOUBLE
MIN
MINIMUM
w/o
WITHOUT
DET
DETAIL
o/
OVER
W.W.F.
WELDED WIRE FABRIC
E.E.
EACH END
oc
ON CENTER
DESIGN CRITERIA
Governing Code 15 IBC Risk Category II
Wind Design Data
Basic Wind Speed (3 sec gust) mph
110
Surface Roughness
B
Wind Exposure Category
B
Earthquake Design Data
Seismic Importance Factor, Ie
1.00
Site Classification
D
Short Period Acceleration, S,
1.303
1-Second Acceleration, S1
0.511
Seismic Design Category
D
Spectral Response Coefficient, Sps
0.869
Spectral Response Coefficient, Sol
0.511
Gravity Load Data
Decks: loads are psf
Dead Live S now
Joistss 20 60 25
Notes apply as called out in table above.
5 Joists of sawn lumber or wood I -joists.
Soil Data
Allowable Soil Bearing 12000 psf
Internal Pressure Coefficient +/-
0.18
Topographic Factor, Kt
1
Wind Importance Factor, I
1.00
Seismic Force Resisting System
ITable 12.2-1: A-15
2010 Equiv. Lateral Force Procedure
Response Modification Factor, R
6.5
6.5
Transverse
Longitudinal
Seismic Response Coefficient, C.,
0.134
0.134
Transverse
Longitudinal
Seismic Base Shear, V
1657
Ibs
SSS Number:
s1704033
Project Name:
Soundview Lane Lot
B
Owner:
Michel Design
Project Location:
7235 Soundview
Lane, Edmonds, WA
Design Professional:
Michel Design
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NOTES:
-Simpson SET-3G epoxy 19, ' • ❑■
-Hole diameter; rebar diameter + %6"
-6" embed into the concrete, u.n.o.
-Follow the manufacturers' specifications for ❑
installing the anchor and hardware
htto://www.stronatie.com/Droducts/anchorsystems/adhesives/adhesive
anchoring_install.html#
4
4
seconds(min.
seconds
(min.)
J�lycies
(min.)
80
80
psi min.
psi min.
EPX EPDXY RETROFIT
L—i
N.T.S. EXPA
FOOTING SCHEDULE
CENTER UNDER CONCENTRATED LOAD U.N.O.
FOOTING SIZE
REINFORCEMENT
ID
WIDTH
(Transverse)
LENGTH
(Longitude)
THICKNESS
LONGITUDE
TRANSVERSE
F1.5
1'-6"
1'-6"
8"
(2) #4's
(2) #4's
F2
2'-0"
2'-0"
10"
(3) #4's
(3) #4's
F2-3
2'-0"
3'-0"
10"
(3) #4's
(4) #4's
LONGITUDE REINF
TRANSVERSE REINF POST TO FTG
THICKNESS
LENGTH
WIDTH (LONGITUDE)
(TRANSVERSE)
PLYNTH ON FTG
FTG @ WALL
FTG 0 WALL CORNER
FTG UNDER SLAB ON GRADE
FOOTING, TYPICAL
N.T.S. FTGC
8" MIN
18" MAX 2" MIN
f PLINTH
FINISH GR
(2) #4 @ w/ STD 18"
HOOK IN FTG MIN
48"
MAX
FIG I 3" CLR
III— BRIG
711 OILT
PEDESTAL ON ISOLATED FOOTING
N.T.S. PIFA
T-9"
8"
#4 VERTICAL
BARS @ 12" oc
#4 BAR EACH SIDE
@ BOTTOM
#4 TRANSVERSE BARS @ 12" oc
2" CLR
EXISTING FOUNDATION
6" MIN EMBED INTO
EXISTING FOUNDATION w/
#SET-3G EPDXY ADHESIVE,
TYPICAL
4'-5"
\i
EXP
a
SIDE VIEW
CONCRETE BRACE
A -A
TOP VIEW
EXP
2" CLR
6" MIN EMBED INTO
EXISTING FOUNDATION w/
#SET-3G EPDXY ADHESIVE,
TYPICAL
#4 VERTICAL
BARS @ 12" oc
#4 TRANSVERSE
BARS @ 12" oc
FOR PSL & LSL, HOLES MUST BE ROUND AND ARE LIMITED TO 2" DIA. UNLESS APPROVED BY THE ENGINEER
DO NOT MAKE PENETRATIONS OR NOTCHES MINIMUM SPACING
IN THE SHADED AREA OF THE BEAM WITHOUT SHALL BE 2x THE PENETRATIONS IN THIS AREA DO NOT
PRIOR APPROVAL OF THE ENGINEER DIAMETER OF THE REQUIRE APPROVAL FROM THE ENGINEER
LARGER HOLE
y DEPTH
DEPTH % DEPTH 0
DEPTH
SPAN % SPAN
SPAN
BEAM PENETRATIONS, TYPICAL DETAIL
SPAN
N.T.S. BPAA
#SDS %" x 3 %" SCREWS @ 6" oc
DECKING BY OTHERS
EXISTING CONTINUOUS RIM
I
NEW 2x10 JOISTS
PER PLAN
EXISTING 2x10 JOISTS
CTR OF RIM
--�--
JOIST HANGER
6" TYP, 1 16" TYP.
EXISTING FOUNDATION WALL
NEW 2x10 P.T. LEDGER
1" MIN, 12"
2 MAX TYP
LEDGER ELEVATION
EDL EXTERIOR DECK LEDGER
N.T.S.
STEEL PLATE %" x 5" x 5"
CENTFnrn AR' r..r
STEEL GUARD
POST SPACED
@ 48"oc MAX
TYP
(4) Y2% x 8" LAG SCREWS
6x6 GUARD POST PEDESTAL
WATER -PROOFING
BY OTHERS
SECTION A
GUARD POST ATTACHMENT
OR PD
REC
(6)%x3%#SDS,TYP Jan 3 �A6
CITY EDMONDS
VELOP ENT SER ICE
� ART XRM
2x10JOIST ���
%" MIN, TYP • • • �" TYP
(4) %6'4 HOLES
#DT
(8) #SDSi
S
JOIST C01
F
EXISTING FOUNDATION
DALLI DECK ATTACHMENT FOR LATERAL LOADS
EDLA U N.T.S. DALLD
DESIGN NOTE
MANUFACTURER SHALL PROVIDE A SYSTEM THAT IS DESIGNED
TO RESIST THE FOLLOWING LOADS:
GUARD RAIL POST - 200 LB CONCENTRATED LOAD IN
ANY DIRECTION AT TOP
TOP RAIL - 200 LB CONCENTRATED LOAD IN ANY
DIRECTION AT ANY POINT
GUARDRAIL INFILL COMPONENTS - 50 PSF APPLIED
HORIZONTALLY NORMAL TO THE INFILL
(2)10d EACH BOARD
/A\ 1nA G1 rni Trr
1 GUARD POST TO JOIST OR RIM PARAPET ATTACHMENT
PD 0
PD
(4) % x 3 % #SDS, TYP GPA OR E
(4) % x 8 #SDS , TYP GPA OR PD
2" CLR 6x6 10d @ 4" oc 6x6
•
2x JOIST • • RIM
• BEAM OR BLOCKING
..
•
z , TYP • • 2Y2", TYP
8" q" MIN' TYP %" MIN TYP •
1 % LVL BLOCKING w/
#U210 EA END
SECTION A -A 2 GUARD POST TO BLOCKING 3 GUARD POST TO BEAM
GUARD POST PEDESTAL - NOMINAL 10" SOLID SAWN
N.T.S. CB LJ N.T.S.
DO
DO NOT NOTCH
NOTE: ALL POSTS REQUIRE CONNECTIONS ON TWO FACES PER DIAGRAM SHOWN ABOVE
:KING
XO
6x6 POST,
DO NOT NOTCH
2x RIM
SSS Number:
s1704033
Project Name:
Soundview Lane Lot
B
Owner:
Michel Design
Project Location:
7235 Soundview
Lane, Edmonds, WA
Design Professional:
Michel Design
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SYMBOL LEGEND
F- -1 F2 SPREAD FOOTING
See CONCRETE and REINFORCING BAR specifications per DETAIL FTG.
L I
SLEXP
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24" WIDE FTG w/
(3) #4 BARS LONG,
DECK FOUNDATION PLAN
8" WIDE x 16" LONG
RECTANGULAR PLINTH,
#4 BAR E.S. w/ STANDARD HOOK
24" WIDE FTG w/ INTO FOOTING,
(3) #4 BARS LONG, 2" EDGE CLEARANCE F2
(4) #4 BARS TRANS \ I- -1
®® 101
Fti3
F2 F2
1 0 1
L- -1 L- J
PIF 8" 4 TYPICAL AT
PLINTH ALL POSTS
1/4° = V-0° DO NOT SCALE - VERIFY ALL DIMENSIONS WITH ARCHITECTURAL SHEETS PRIOR TO CONSTRUCTION
F1.5
L-
4x4 P.T. POST w/
#ABU @ BTM,
TYPICAL FOR ALL
SSS Number:
s1704033
Project Name:
Soundview Lane Lot
B
Owner:
Michel Design
Project Location:
7235 Soundview
Lane, Edmonds, WA
Design Professional:
Michel Design
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ORIGIN DATE: 12/2/2020
REVISED: ---S3
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SYMBOL LEGEND SLEXP
-------------------
DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM.
DIAPHRAGM PROJECTION Represents elements such as roof eaves, facades, and the like.
POST Indicates the location of a post within walls below framing. Sizes are indicated on the plan. Grades are
indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Consult detail BHS for posts not indicated on
the plans.
BEAM or HEADER Represents the location of a beam or header. Sizes are indicated on the plan. Grades are
indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Headers (HDR) shall be 2-2x6 at dropped
condition u.n.o. Flush headers (FRH) shall be 2-2x12 at joists u.n.o. Reference detail FRH for installation of the
flush rim header.
-JIL_ u
HANGER Indicates hanger, standard or concealed flange. Provide fasteners in all holes. Reference the GENERAL
STRUCTURAL NOTES for the minimum size hanger. If a different model no. is required, it will be noted on the plan.
JOIST, TRUSS, OR RAFTER Repetitive member symbol points in the direction of the span. The type, size and max
spacing between members will be indicated in bold type with a symbol which is representative of the layout of the
entire level.
DECK ADDITION FRAMING PLAN
1/4" = V-0"
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SSS Number:
s1704033
Project Name:
Soundview Lane Lot
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Owner:
Michel Design
Project Location:
7235 Soundview
Lane, Edmonds, WA
Design Professional:
Michel Design
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ORIGIN DATE: 12/2/2020
REVISED: 12/10/2020
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