20060706165001.pdfCity of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
(425) 771-0220
DATE: July 6, 2006
TO, Joan Glynn
juleskissz@hotmail.com
FROM: Jenny Readwin, Plans Exat,
RE: Plan Check # 2006-0754
Project: SpIno deck
Project Address: 8719 Bowdoin Way
During review of the above noted application, it was found that the following information,
corrections, or clarifications are needed. Please redline plans or submit two (2) sets of revised
plans/documents (affected sheets only) with a written response to each of the items below to a
Permit Coordinator.
1) Show 10' N utility easement on the site plan,
2) Add topography lines on the site plan. See copy of approved site plan from original house permit
for reference.
3) Show location of driveway on the site plan.
4) Specify size of deckjoists (i.e. 2x8 at 16" o.c.).
5) Specify how proposed deck will be supported (i.e. hanging off deck #l?). Provide complete
framing plans for deck I to verify how the two decks tie into eachother. Also if deck #2 is
connected as part of deck I we also need the framing for that deck. Our exempt handout says if
any portion of a deck is over 30" then a pen -nit is required so if they are all connected then a
permit is required for the whole deck.
6) At the 45 degree angle provide double joists acting as a beam for the other deck joists hanging
off. Also specify skewed hanger to be used to connect the double joists to the house.
7) Per Geotech Report submitted with original house (By Denni's Bruce, PE dated April 28th, 2004)
isolated footings shall be a minimum of 24". Revise plans to 24" x 24" or provide supplemental
geotechnical report by a Washington State Licensed Geotechnical Engineer.
8) Deck blocks do not meet conventional construction. Provide poured concrete footings or
calculations stamped and signed by a Washington State Licensed Professional Engineer.
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55MH 26 00' 29.50'
.. .... ... ... .. ....... ........ ......... . ................. R5CF-lVF-D
TOP 387.64
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JUL 7
Now I I SSMH
Ss ss 404.20 MIT CoUNTE9
PER
ssco 41
.. 0
466
co 396.7 AVE. GRADE
A;-403.25'-
0: # 390.7
r oll B. 414.75'(409.75+419,75':/2).,.:::
C-42500'
D: 40Z00'
2 4 = 411.75'
-408 MAX HEIGHT: 436.75'
_0 I ACTUAL HEIGHT. 436.75'
% B
FOOTING= 403-50'
SLAB 412.00'
/2PROPO
9§58. 1 ft 1ST FL. 412.00'
/HOU E
o, 2ND FL, 422.00'
-11 F
'00'
2 6�- IMPERVIOUSAREA
ON BUILDING: 2,838,01 SQ, FT
6 DRIVEWAY. 750.03 SQ, Fr.
DECK: 118.77 SQ. FT,
/4)�
PATIO: 170.67 SO. FT.
TOTAL: 3,384.35 SQ. FT.
LOT COVERAGE:
1D B420- 2,385,25/ 9,638,00 = 25%
CHE PTA: 003-7360-0501-502
422
FILTER FENCE
4,24 ------
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I UT
-426 WATER & 5EWER INSPECTION PEQ'r
L C
CALL 425.771,0220 EXT 1326
FOOTING DRAINS NOT TO 5E
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< for = 40ag..--r, �ZOCKtRY
0
R DING & IE (5-
T Al V 65 4-0714-IN BY PERMIt #2-02-18 TEMPORARY CONSTRUCTION
m ROCKERY 6- 407,5�OUT I ENTRANCE REQ'D
> 'B\Y PERMIT -k-2-T2--�87,,-.o.,,-, CIJR�E DATA'\
m cj) A A� ALL EXPOSED SURFACES TO
15E COVERED WITHIN 2 DAYS
LO /GRADING PLA CONTRACTOR 15 RESPON5113LE
FOR EROSION CONTROL & DRAINAGE
SCALE; I" = 20'-0"
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