APPROVED ENG PLN BLD2022-1418+Site_Plan+10.18.2022_2.01.48_PM+3171439PROJECT INFORMATION
Owner and address
Scott and Kendra Anderson
1037 Glen St.
Edmonds, 'WA 99020
Parcel iD#: OOS48900001602
Neighborhood: 160SO01
NE1/4 SEC24 T27N R3E
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PROJECT DESCRIPTION
Demo existing deck and replace with
355 SF composite (deck
CODES AND DESIGN LIVE LOADS
All methods, materials and workmanship shall conform to the 2018 International
Building Code (IBC) 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 = 0.859; I =
1.0 FOUNDATION AND SOIL PRESSURE
Presumptive vertical foundation pressure: 1,500 psf.
STRUCTURAL REINFORCED CONCRETE
Al! concrete shall meet the requirements of AC1-301, "Specifications For Structural
Concrete For Buildings." Place
concrete per AC1-304 and conform to AC1-306R for cold weather placement and
AC1-305R 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, wood, and loose concrete from space where concrete
is to be placed.
fc: 3,000 psi minimum at 28 days, 51✓2 sack minimum mix (special inspection is not
required) Slump: 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 not 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 rust, scale or other
bond -reducing coatings. Tie bars securely with #16 double annealed wire.
EPDXY FOR ANCHORS AND DOWELS
Use Simpson SET-XP or Hilti HIT HY-20OR adhesive system.
Follow manufacturer's instructions for all installation steps, including, injection tools,
mixing nozzles, material handling and storing, substrate drilling and cleaning and
adhesive injection.
WOOD FRAMING AND LUMBER GRADING
Allowable stress required shall be in accordance with standard grading rules of West
Coast Lumber No. 16. Moisture content shall be maximum 19%.
Wood framing details, not shown otherwise, shall be constructed to the minimum
standards ofthe 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 Tie
Company Catalog C-C-2019.
Where preservative treated lumber is cut or drilled after treatment) thecut surface shall be
field treated with approved preservative by repeated brushingl dipping or soaking until
the wood absorbs no more preservative.
LOT COVERAGE CALCULATIONS
Lest area: 13,650 square feet
Structures
House 1,396 sf
Garage 375 sf
Carport 312 sf
2,083 sf
2,083 sf/13,650 sf= 15% coverage
Impermeable Surfaces
House 1,396 sf
Garage 375 sf
Carport 31.2 sf
Driveway 1,268 sf
Walk/patio 1,239 sf
Entry 65 sf
4,655 sf
4,655 sf/13,650 sf= 34% coverage
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
ENGINEERING DIVISION
APPROVED.
10/25/2022
n4A9 I11l
BLD2022-1418
AINSIDE
OUT
LIC#: INSIDOC886JR
4031168 TH St. SW
Lynnwood, WA 98037
(206) 353-4937
APPROVED BY PLANNING
Oct 24 2022
Zone
RS-6 Corner
Flag
Setbacks: Required
Actual
Front
20'
no change
Sides
5'
no change
Rear
15'
no change
Other
25'
11'
Height
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RECEIVED
Oct 18 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT