APPROVED ENG BLD PLN - BLD2020-1266+Architectural_Plan+1.14.2021_9.25.43_AM+1989334WOODARD ACCESSORY BUILDING PLANS
SHAWNA & GENE WOODARD-OWNERS
7819 240TH ST SW
EDMONDS, WA 98026-9116
STEVE HALL, REVIVE PROPERTIES -CONTACT
6121 NE 175T" ST. #13-402
KENMORE WA 98028
360-961-3638 1 reviveproperties@comcast.net
SITE ADDRESS
7819 240THST SW
EDMONDS, WA 98026-9116
LEGAL DESCRIPTION
SEC31 TWP 27 RGE 04RT-1 OB-3 BAAP 30FT N & 11 SFT W OF SE
COR W112 NE1 /4 SE1 /4 TH N 171.SFT TH 2 70FT TH S 171 FT
THE E 70FT TO POB
PARCEL TAX I.D. #
27043100401700
PROJECT DESCRIPTION
CONSTRUCT AN ACCESSORY BUILDING
PROVIDE ELECTRICAL SUPPLY UNDERGROUND
FROM EXISTING HOUSE
APPROVED BY PLANNING
a z �-0
Jan 26 2021
STORMWATER MANAGEMENT PLAN
NOT REQUIRED
GRADING PLAN
< 50 CUBIC FEE - NOT REQUIRED
CRITICAL AREA DETERMINATION
DRAWING INDEX
1 - COVER PAGE
2 - SITE PLAN
3 - CRITICAL AREAS WAIVER
4 - ELEVATIONS
5 - FOUNDATION/ FLOOR FRAMING PLANS/BUILDING NOTES
6 - TRUSS PLAI`J
APPROVED BY
CITY OF EDMONDS
BUILDING DIVISION
Jan 22 2021
APPROVED ALL WORK SUBJECT
PLANS MUST BE TO FIELD
ON JOB SITE INSPECTION FOR
CODE COMPLIANCE
Work
Address
Owner
City Of Edmonds
Building Department
ACCESSORY BUILDING
7819 240TH ST SW
WOODARD
Approved Date 1 /22/2021
Building Official W.
--------- ---------------------
Permit Number --------BLD2020-1266
PAG E 1
RESUB
Jan 14 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
WOODARD SITE PLAN
BUILDING COVERAGE CALCS
EXISTING HOUSE
1200
EXISTING GARAGE
280
EXISTING HOUSE EAVES
338
NEW BUILDING
336
BUILDING COVERAGE
2154
BUILDING LOT COVERAGE
17.9%
LOT SIZE
12,005 SF
IMPERVIOUS SURFACES
EXISTING BUILDINGS
1818
NEW ACCESSORY BUILDING
338
EXISTING SPORTS COURT
1800
EXISTING DECK & STAIRS (BACK) 272
EXISTING WALKWAYS (FRONT)
135
EXISTING DRIVEWAY
200
HEIGHT CALCS
SS 100
A 94
B 94
C 94
D 94
AVG GRADE 94
ACTUAL 106
MAXIMUM 109
SCALE
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.
1" = 20'
SETBACK - 8'0"
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
ALL DISTURBED SOILS SHALL BE
COMPOST AMENDED PER CITY OF
EDMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
A
IV4,6�
ENGINEERING DIVISION
APPROVED AS NOTED
01 /22/2021
21'0" 21'0"
New Acc. Building Z
30 x 60 Existing Sports Court
ex Stairs 40 SF
Ex Deck 224 SF ? ��
Ex House - 1 st Floor
1200 SF- a-y--
C� _
( S
W I {
%' G `_J
Electric Overhead Hydrant
240TH ST SW
Ex Garage - 280 SF
Ex Wood Walkway 135 SF
Ex Driveway 200 SF
PAGE 2
RESUB
Ian 14 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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CITY OF EDMONDS
121 5ch Avenue North, Edmonds WA 98020
Phone: 425.771.0220 • Fax: 425.771.0221 • Web: www.edmondswa.gov
DEVELOPMENT SERVICES DEPARTMENT • PLANNING DIVISION
,I)C. I89.,
10/16/2020
SHAWNA R WOODARD
7819 240TH ST SW
EDMONDS, WA 98026-9116
Subject: Critical Areas Determination (CRA2020-0153)
Site Address: 7819 240TH ST SW
Dear Applicant/Owner,
Please find the enclosed critical area determination for the Critical Areas Checklist you
submitted to the City of Edmonds Planning Division. The critical area determination for your
property is "WAIVER." Note that this determination is a site -specific determination and not a
project -specific determination.
If the critical area determination is "STUDY REQUIRED," additional critical areas information or
critical areas specific studies may be required for development or alteration of your property
depending on the location of the activity. "WAIVER" means no further critical area review is
required for development or alteration of your property.
If you have any questions regarding this critical area determination, please contact the planner
on duty at 425.771.0220.
Re ards,
(Lil'l K�
AMBER GROLL
Planning Division
Development Services Department
Enc: Critical Area Determination
RES U B
Jan 14 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
WOODARD ECA WAIVER --PAGE 3
BUILDING NOTES
2" X 4" EXTERIOR WALL CONSTRUCTION
ANTIQUE BLACK COMPOSITION SHINGLE ROOF
\A//I71 P'1 r"C 11CAIr
I
WEST SIDE
WOODARD ACCESSORY BUILDING PLANS
SOUTH SIDE
WEST SIDE
NOTE THIS ELEVATION DOES NOT
SHOW WINDOWS AS INDICATED ON
FLOOR PLAN
F
4" X 6" PT SKID BOARDS
RESUB
Jan 14 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
WOODARD ACCESSORY BUILDING PLANS
RESUB
Jan 14 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
WOODARD ACCESSORY. BUILDING PLANS
Jab Truss Truss Type eritage Portable Buildings 380
103826 P2009201 KINGPOST 1 1 Jab Reference o Banat ENGINEERED STAMPED TRUSS PLANS AVAILABLE ON -SITE FOR INSPECTION
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iD:?hs968ew3_htcflxyYeM2Myh.ix?-K?5kiCPjpjXCXbZbYiLg1LCkHwEgijFtBQhNPyIFRu TRUSSES 2'0" OC CONNECTED TO TOP PLATE WITH HURRICANE TIES
-0-7-12 6-0-0 12-0-I_ 12-7-t2
0.7-12 6 0 0 6-0-0 0 7-12
4x6 -
i
r
2
5.00 12
T26
5 i
4
Tt T
3
1 See Note ,
E Y See Note 8 j),
0-9- 2 X NOT TO SCALE
6 U U 12-0-0
6-0-0 6-0-0
Plate Offsets 2:0 3 0 0-0-10
LOAlaING (psf) SPACING- 2-0-0 CS1. DEFL in (loc) 1ldeff Lid PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.07 1-2 >999 240 MT20 185/144
(Roof Snow=30.0) LumberDOL 1.15 BC OAO Vert(CT) -0.09 1-2 >999 180
TCDL 8.0 Re Stress Incr YES WB 0.00 Horz(CT) 0.00 n1a n/a
BCLL 0.0 p Weight: 27lb FT = O%
BCOL 0.0 Code 16C2015Tfp12014 Matrix-R
LUMBER- BRACING -
TOP CHORD 2x6 HF No.2 or 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 640-0 oc purlins. IN
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/siize) 3=49910-2-0 (min.0-1-8), 1=499/0-2-0 (min. 0-1-8)
Max Horz3--743(LC 1), 1=743(LC 1)
Max Uplifi3=147(LC 8), 1= 147(LC 7)
FORCES. (lb) - Maximum Compression/Ma)dmum Tension
TOP CHORD 1-4 =-859/377, 2-4=7051392, 2-5=-70a/392, 3-5= 859/377
NOTES-
1) Wind: ASCE 7-10; Vult-115mph (3-second gust) Vasd=91mph, TCDL=4.8psf; BCDL=D.Opsf; h=10it; Cat 11; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members
and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; M40.0 psf (tat roof snow); Category It; Exp C; Partially Exp.; Ct=1.10
3) Unbalanced snow loads have been considered forthis design.
4) The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord.
5) Bearing at joint(s) 3, 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3.1.
7) provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 Ib uplift at joint 3 and 147 lb uplift at joint 1.
8) Non Standard bearing condition. Review required.
9) This truss is designed in accordance with the 2015 Intemational Building Code section 2306.1 and referenced standard ANSVrPl 1.
LOAD CASE(S) Standard
RESUB
Jan 14 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
7819 240TH ST SW EDMONDS WA 98026
SCALE: 1/4' = 1'0" APPROVED BY: DRAWN BY RPLLC
DATE: 11 /18/20 REVISED 1 /14/21
STEVE HALL - REVIVE PROPERTIES LLC
360-961-3638 1 reviveeroperties@comcast.net
DRAWING NUMBER
PAGE 6