APPROVED ENG RESUB1 BLD2024-0596+SITE PLAN+7.3.2024_3.21.17_PM+4358609 1PRO1Fr`T INFORMATION
Owner and address:
Corrigan Family Trust
Kevingand Kathleen
909 71" Ave S
Edmonds, WA 98020
Parcel 10: 27032500202400
Neighborhood: 1605001
NW1 /4 SEC25 T27N R3E
sot
Demo existing deck and install new i
5
2nO story, 150 sf composite deck. sj
N
CODES AND DESIGN LIVE LOADS
All methods, materials and workmanship shall conform to the 2018 International
Code (IRC) 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
All concrete shall meet the requirements of ACI-301, "Specifications For Structural
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.
AB concrete thicker or deeper than 4 inches shag 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, 5% 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 C150, normal -Type I or ASTM C595, Type IL
Coarse and fine aggregate: ASTM C33
Water shall be dean 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 manufacturers 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 tmatmentl thecut surface shall be
field treated with approved preservative by repeated brushingl dipping or soaking until
the wood absorbs no more preservative.
AsIDE
COROUT
NS RUCIION,LLC
License #: INSIDOC886JR
4031 168T" St. SW
Lynnwood, WA 98037
(206) 353-4937
Zone
RS-6-- Corner N
.N-.Flag
Setbacks: Required
Actual
66'10"
Front
,! ---=
�---- .....
Sides
----------
Rear
'
151
16'10"i
-----------=
Other
----------'
---- ----'
Height
�'
L 25.
exist.;
=----------=
APPROVED DBBZY PANNING
Jul 08 024
A¢cx � k 5 arr�
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VIEWED
BY
'A'
F EDMONDS
DEPARTMENT:
........................
R E S U B
2024-0596
Jul 05 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT