APPROVED PLN BLD ENG BLD2022-0947+Arch & SITE_Plan+7.17.2022_9.45.36_AM+2994192PROJECT INFORMATION
Owner and address:
Megan McMurry
740 Hemlock St.
Edmonds, WA 98020
Parcel I D#: 00484500701200
Neighborhood 1605001
NW1/4 SEC25 T27N R3E
PROJECT DESCRIPTION
Demo existing deck and build new 494 SF
2nd story composite deck with 36" guard rail.
Zone
RS-6 Corner NO Flag NO
Setbacks: Required Actual
Front
20 20
Sides
5 5
Rear
15 11
Other
Height
CODES AND DESIGN LiVE LOADS
Ai methods. materials and workmanship shall conform to the 2018 International Building Cod,-.
i iE3C} as amended and adopted by the local Building Department.
Snow load- 25 psf
Deck live load. 60 psf
Seismic Criteria. Assumed Soil Site Class D, Seismic Design Category D. Sds = i2 859; 1 = 1 C
FOUNDATION AND SOIL PRESSURE
Presumptive vertical foundation pressure, 1.500 psf.
STRUCTURAL REINFORCED CONCRETE
All concrete shall meet the requirements of ACI-301, "Specifications For Structurai Concrete For
Buildings." Place concrete per ACI-304 and conform to ACI-306R for cold weather placement and
ACI-305R for hot weather placement. Protect all concrete from premature drying excessive hot
or cold temperature.
All concrete thicker or deeper than 4 inches shall be vibrated during placement, Use internal
mechanical vibrators. Inserts, bolts. boxes, pipes.. conduits; and other accessories shall be
securely installed and inspected prior to placing concrete. Remove water, debris tv°Ood, and loose
-_�ncreyte from space where concrete is to be placed.
000 psi minimum at 28 days, 5'A sank minimum mix (special inspection is not required
Si . i p . 5 inches maximum
water / cement 0 47 maximum by weight
air, entrainment. 5% +/- 1 %
3-4-inch maximum size aggregate
Cement: ASTM C 150, normal — Type i or ASTM C595, Type IL
Coarse and fine aggregate: ASTM C33
Water shall be clean and not detrimental to concrete. Admixtures containing chlorides shall
be used. Do not use calcium chloride, fly ash and related materials
Reinforcing steel shall conform to ASTM A615 Grade 60 new billet stock, deformed steel free of
FtJst, scale or other bond -reducing coatings. Tie bars securely with #16 double annealed wire_ .
WOOD FRAMING AND LUMBER GRADING
Allowable stress required shall be in accordance with standard grading rules of West Coast
L_,ar-,,ber No. 16. Moisture content shall be maximum 19%.
Wood framing details, not shown otherwise, shall be constructed to the minimum standards of tl ,e
IBC and shall conform to Table 2304.10.1 Fastening Schedule of the iBC. Notations on drawings
regarding connectors refer to products by the Simpson Strong Tie Company, Catalog C-C-20:
V1here preservative treated lumber is cut or drilled after treatment, the cut surface shall be field
i Bated with approved preservative
; by repeated brushing, dipping or soaking until the wood
adsorbs no more preservative.
8d common nail . Shank diameter = 0.131 inches minimum
1 Old common nail : Shank diameter = 0.148 inches minimum
Galvanized nails shall be hot -dipped or tumbled.
M!nimum nail penetration in framing = 1 1/2 inches
Ali fasteners and connectors exposed to the elements or in contact with preservative treate-ri
Material shall be hot dip galvanized.
SECTIONS AND DETAILS
Sections and details showing reinforcing. bolts. framing members. and connections are intendecl
to illustrate specific detail No attempt has been made to show all elements passing through a
specific section or detail. Construction details not specifically shown on the drawings shall follov-
similar details or sections of this project as approved by the SER.
I `Y
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OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
LOT COVERAGE CALCULATIONS:
Lot Area: 11,040 sf
Structures:
House 2,113 sf
2,113 sf/11,040 sf = 19% Coverage
Imoervious surfaces:
Driveway 2,165 sf
House 2,113 sf
Patio 120 sf
Deck _ 218 sf
4,616 sf
4,616 sf/11,040 sf=42% Coverage
NN
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
ALL DISTURBED SOILS SHALL BE
COMPOST AMENDED PER CITY OF
EDMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL.
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.
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50' F,r-,\zv,e_A
ENGINEERING DIVISION
APPROVED AS NOTED
08/01/2022
NO STORMWATER MANAGEMENT SYSTEM
REQUIRED AT THIS TIME. IF NEW AND/OR
REPLACED IMPERVIOUS SURFACE EQUALS
2000SQFT OR GREATER, A STORMWATER
MANAGMEMENT SYSTEM MAY BE REQUIRED
PER CITY CODES AND STANDARDS
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12-1
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ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
APPROVED BY PLANNING
Aug 03 2022
City Of Edmonds
Building Department
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Work ``RRn�----------
Address X4ZQV
K ST
Owner �
Approved Date o� P
v � SNP
Building Official Er v
------------------
Permit Number `AAs? _.�4022-0947
----------------------------
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RECEIVED
Jul 19 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
_I DEPARTMENT
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Guards 6 Attachment
Guards are required when the deck re more Then 30 ,oche* above grade I
2.2 UI.Sty, typ"
j- 6'A' max. s0errq - - 2.6 0, 514 board ad cap- attach
f f r_ ar to guard poet wM (31 012 by 3•
- *sews uv,g (3) Me thft. wd
{�-�� ab MM 0 14a --I
'i tlamoter
2.41 top arld boUwn. wwt re
I' guard poal .11, (2)8d mreaded
1 I nab rr i21 e8 wood W"e
� y t , ; I''I r 2 tr!' wny an Ineae lace
11
a.a guard poet rypral
00 Not Nolyh
}} f r•' 2 a 8 —W rm a olawdo
L -2 541• diamelur Lsoenj gs shell ' — attach bahAWS et lop and bo%o, won
r —gh-bolls not neow the (1 t e8 1000 avow or (21 ad Poet-trame
and waehws Od*sage of . 4' Uvest.0 nays wdn 0.135 oorrwu;
drpmete, sphere dlamaW.
A xooc+.*.oe,� i teem. s
d.e...n ne wr
Section A
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twe a0see.Ibab Prartl �',m,or po+,n e,q„urad l know+-w, eaa•
Section B
fobA/" �WI,c0.rY 1 of lM Were oe 10c
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Dec*vv
JOltfs
JOx%t HarxWs
Trc Wad 2K ledger
75()o uOacKY hO+ddocW d
M 4 kxaltom y ormo
a" the deck stud w1thm ;
e4cft end 11%s,til DW ft)an tN
F01Y threaded 3M' dWmeter tat
t)reCinNed w11h a —nwnum w s -n
embedtnevll into SOW framing
I_e,d 4�e `
vpuon ip 1
R
2' min
x louts
Post to Beam Connection with Knee Brace
(Knee braces are required W Posts greeter than 4 feet to height. (
.I,e,.w•.. gra,�, a—psase.untors.a
�- --�1i ,., nun, oo+es.c, •.,rr n,.. rer.,p
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Ta aw. *raw 1,rr na'p1 r4 aNn M ( ',y r,N, wanes. fw a e+aem
paar /N eaam W!, a.teq •aNs q �KJ, i t•+ drrrYna YldI00
4tr w'd ronnecWn „�_ +.,�Jllo>'
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RECEIVED
Jul 19 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT