920801.pdfi �ifti{ okf y�� •1Y � i
• Itfii]StY�14 +J 1 1, a !
kkk I,
kkk
Y. t
1�
t'
IN
i
i
i
�,_��
i
I
y
j
i
i
1i
I
i
i
i
i
I
i
1
r
September 3, 1992
LLL
LL
v
t•'
1
1
• yr ' Y,
h
STRUCTURAL bESIGN ASSOCIATES, INC.
CONSULTING ENGINEERS f,
5630.198TH ST. S.W. P.O. BOX 5366
LYNNWOOD,WA98046 PHONE: (206)775.7434 Fax: 775-743$ `
Ms. Ann Hovik
2628 - 241st Place Southwest
Brier, Washington 98036
Subject: 18912 Olympic View Drive, Edmonds, Washington
- ENCLOSED DECK INSPECTION -
Our ref.: Inspect\93-232.ss1
Dear Ms. Hovik.
At your request, this office inspected subject enclosed deck foundation on August 28,
19926
The two-story enclosed deck, located on the west side of the house, measures
approximately 9'=6" wide by 51'-0" long at the upper floor, and consists of a north and
south section at the ground floor. The north section is 9%6" wide by 25'-6" long. The
south section is 9'4' wide by 12%0" long.
The deck is enclosed with wood framing between existing load -bearing posts and beams
at both the upper and ground floors.
The ground floor wood framing bears on top of a flinch slab -on -grade, which appears to
have originally been an exterior patio slab. This slab slopes down east to west 4 inches in
9'-6". Beneath the load -bearing posts at the ground floor are pier blocks which are 10
inches deep, 6 inches square at the top, and 14 inches square at the bottom. The pier
blocks were placed under the flinch slab, except at the south post, which appears to bear
directly on a pier block. 1
The present foundation for the enclosed deck does not meet code requirements in three
areas:
1
2.
There is less than the 6 inches building code required wood/earth separation.
The bottom of the footings are less than 18 inches below grade.
STRUCTURAL ENGINEERING DESIGN AND INVESTIGATION:
I BUILDINGS • FOUNDATIONS • RETAINING WALLS 0 BRIDGES ® PIERS 0 DOCKS o TOWERS ® TANKS
11.- ;xA
1
jj
l�-f {5 F it rZ
d - i
s
I
„�- -Y'• . ^ Y�e�'�.-, "�'ti'�"'-...�/�a `^-�r+--r«i ., •--........ r' - ^"^r'.i^^r!^' R.ur
t s C: 4 x F T v I �_. a i l v.Pt q�.> l r
el�+;e' �1(WFi x tl�r a.ri.wnwnir.:.'i�...+�" n.1.::.ru::.+..ktY•Lc.6':3aic�r.:Y:.xlta�'_.6,2.]::a
v v.A 4,111.,dd
77
nF
�s.
xx t
. y.f
yt
� r1y
1
i
W'STRUCTURAL DESIGN ASSOCIATES, INC.
5630 -198TH St. S.W.
P.O. Box 5366, Lynnwood, WA 98046
PH. (206)775.7434 moo FAX (206)775-7435
AGREEMENT
The undersigned hereby engages Structural Design Associates, Inc. to
engineering services for the following project:
pROJECT TITLE
PROJECT LOCATION
AGREEMENTS
^'L32.
JOB NO.. ,.
perform professional
RM
Response to unreasonable couimeats by building officials,.inspections, plan changes and other
unanticipated requirements will be billed extra at our standard hourly rates.
parameters' U.B.C. 1991 Edition
Jurisdiction: ccr''� o� C�.lar?�c..7a•��S
Lateral:
Floor: ........
S°.r:...w............w.w..........1.....w...........................w...r..w.w...r:
.,.�y/�•.� = r-ram 5: asp
r�1G.►iiiM • .4. J.w.I. U.. �. u.wur..000 uu Ob.nL.LIP••r•r..uuu..
,,p • Ex osure:
Live Load: f�rPsr ' Live Load: a Psi .. _w : •.....w..........w............E...l.........rw.w._w....w.w..............:
.....rr.mw..ww....w.w..w-.o.+uu.u...u.w w.ruwr..r............ uuu uuwwm. . • i • t
Dead Load: to psr
Head Load: o 5 w 'Report: Seismic zone: 3
Rol
.................w....i.. ..........w....w...r.........:..........
...................................................w ..r.................w....w.w...
Balances on unpaid accounts will be deemed overdue sixty (60) days past invoice/statement
date*
The client whose signature appears below assumes foll°wing responsibilities as to the
payment of:
. Services renderedo chare3, reasonable attorney's fees, and/or other related
_ Handling, interest, collection g
expenses on overdue accounts.
In the event a dispute arises between the parties to this contract, it is mutually s greed that such
dispute shall be referred to the Snohomish County Superior or District Court.
COMPANY: COR(Y
PORATION? ES NO
STREET ADDRESS: �' g 17 L
• p erOIdUPHONE: s
CITY/STATE/ZIP• �• „� , - '
V 1 k TITLE:
NAME: a = -
BANK NAME/BRANCH: �i S ► Y•a
DATE:
SIGNATURE:
S.D.A. Representative: DATE:
s