20040724.pdfA
DATE RECEIVED
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CITY OF EDMONDS NE
CONSTRUCTION PERMIT APPLICATION JOB
ADDRESS
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OWNER
/ NAMEINA E OF 13USINE
- -:i fir FIT AT NAMEISUBDIVISION NO
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MAII ING ADDRE
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PERMIT EXPIRES
PERMIT
NUMBER
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ILOT NO LID NO
I LID FEE S
3:
0
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
EXISTING — PROPOSED
CITY ZIP
TELEPHONE
& f
7
\ t—
REQUIRED DEDICATION— FT
NAME
METER SIZE
LINE SIZE
NO. OF FIXTURES
I'_
LU
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TESCP Approved 13
nw, Permit Required 13
Street Use Poinut Roqd E3
Inspection Required 13
sidewalk Floquired
Underground
Wiring required
PRV REQUIRED
YES 0 NO 13
t: ADDRESS REMARKS
OWNER/CONTRACTOR RESPONSIBLE FOR E80SION CONTROL/DRAINAGE
Ir
CITY ZIP TELEPHONE
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NAME CBL#
ENGINEERING REVIEWED BY
it ADDRESS
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01 %9 81 FIRE REVIEWED BY DATE
t;I CITY ZIP TELEPHONE
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STATE LICENSE NUMBER EXPIRATION DATE CH� I CKED
00 k
CI-09TCI 171 PM Z04J - /if
PROPERTY TAX ACCOUNT PARCEL NO.
Z/417
NEW
RESIDENTIAL
PLUMBING / MECH
ADDITION
COMMERCIAL
COMPLIANCE OR
CHANGE OF USE
REMODEL
MULTIFAMILY
SIGN
REPAIR
GRADING
CYDS
FENCE
( x FT)
DEMOLISH
TANK
OTHER
GARAGE
RETAINING WALL
El
FIRE SPRINKLER
CARPORT
ROCKERY
FIRE ALARM
(TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN:
N BER O'�_ CRITICAL
Lu NUMBER U M LLI
OF WE N AREAS
STO NUMBE
D �,G
o RIES AbM �11
DESCRIBE WORK TO BE DONE
5AeJ
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HEAT SOURtE I GLAZING % I LOT SLOPE %
PLAN CHECK NO:
UI,r/�, 7 1(/- 1
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS ARK 10
I= HE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
PERMIT APPLICATION: 180DAYS
W
PERMIT LIMIT I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
U) 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS. ASSIGNS AND SUCCESORS
En
W IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
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2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIREC FLY OR INDIRECT I-Y
31 FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
0 NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.,
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION. THAT THE INFORMATION
GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
IN VIOLATION OF THE LA13OR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATION INSURANCE AND RCW 18,27.
7 sic TUJRE (OWNER,OR KGENT�,,�, DATE SIGN D
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SHORELINE 0 FADB
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INSPECTION
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POSTED
A
YES
ONO
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SEPA REVIEW
COMPLETE , EXEMPT
EXP X
SIGN WEA
ALLOWED PROPOSED
HEIGHT
ALLOWED PROPOSED
LOT COVERAGE
REQUIRED SETBACKS (FT.)
PROPOSED SETBACKS (FT)
ALLOWED PROPOSED
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PARKING
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LOT AREA
P NG R EVIEWE�D
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REMARKS�—
CHECKED BY ITYP ONSTRUCTION CODE OCCUPANT
CA '1- GROUP
PTT F, I
SPECIAL INSPECTMONFAI EA OCCUPANT
REQUIRED [] YES -37C7 LOAD 17 Z
REMARKS
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PROGRESS IN U49�11061tF'IN NSPECTION REQ'D F3
;`_PkLE�W64S
VALUATION
Description
Plan Check
Building Permit
Plumbing
Mechanical
Grading
Engr. Review
Engr. Inspection
Fire Review
Fire Inspection
Landscape Insp.
Recording Fee
CALL
FOR INSPECTION
(425)
771-0220
FEE
reAwy-\/S -
Description
FEE
State Surcharge
City Surcharge
Base Fee
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1
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Plan Chk. Deposit,
Receipt #
Total Amt. Due
Receipt it
APPLICATION APPROVAL
This application is not a permit until signed by the
Building Official or his/tier Deputy: and Foes are paid, and
receipt is acknowledged in space provided.
_j; I T9NA DATE
MR�
-1EASED BY 7 DATE
A17ENTION EXI 1333
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING Oil STRUCTURE UNTIL In
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
09iO3 PRESS HARD -YOU ARE MAKING 4 COPIES
-1 dD I � "j.. - ��/ �/�z /wx
ORI , ';INAL - FILE - YELL - INS -CTOR
PINK - OWNER - 501 n . ASSI/zc(OR
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03/15/2005 11:27 FAX 2063820450 lin002/002
nr A n-7 I Q') I n THIS -ENGINEERS Z001/001
R E C rz- ;i v E, D
MAR 15 2005
Structural
P IT COUNTER
DIBBLE ENGINEERSINC.
Review
Professional Structural Engineering Services
Memo
L)ATE- March 14, 2005 JOB4: 04-211
-dte Consulting FAX#: kenwh
.0.
Kciuiedy Wl ite@earthlink.net
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1)orin Gray, Cl rter Construction (425) 775-6516 0
(:C� Jeff Gillilnncl; File 0
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F-ko"N'l:
T
111\,.OJZ-CT: himl Avanue Plaza Repairs
NO. OF PAGES (Including Cover). 1 —4
COMMENTS: M
Dibble Engincers completed a site visit on Friday, December 3, 2004 at the project site at 120 3rd
Aven tic S outh in'Ednionds, Washington, to Teview the completed retrofit of the decay damaged
WOod joist and observe the existing conditions at a decay damaged wood nailer.
0
Dibble Engineers observed the dec;ay damaged open web wood joist retrofit as designed and
detailed b�, TvusJoist in tlieir set of sketches titled 'Third Ave, Plaza Repair' dated November 22,
2004. and' follow-up fox tirl ed ; nii rd Avcnuc Plaza Repair,' dated December 1, 2004. The
completed retro fit hicluded the top cord member, top cord clip, retrofit angles and load transfer
lblkwk. 1,11C rcpair,., Ippe.,ired to conform Lo the TrusJoist repair documents.
J1JQtJS,2 COOUICt. LIS 'Xi(l) '411Y clutsvions or c[arifications. s JZ41/%
25 Central Way, SON 400
Kirklatid. W4
Poge I of I
14MV
P. 425.883.1900
F. 423-497-1921
C
March 2, 2005
GARY HAAKENSON
CITY OF EDMONDS MAYOR
121 5TH AVENUE NORTH EDMONDS, WA 98020 (425) 771-0220 FAX (425) 771-0221
Website: wwwxi.edmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Engineering
Planning Building
The Third Avenue Plaza
0
Al Ottaviano/Bob Mower
d
120 3 Ave S. #204
Edmonds, WA 98020
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Re: Building Permit: 2004-0724
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Site Address: 120 3 Ave. S.
Expiration Date: 08/27/05
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Dear Mr. Ottaviano and M r. Mower:
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According to Building Division recor ect project has recently received the sheetrock
or the subj
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il ctions required are noted on the field job card
nailing inspection approval. The re ining inspe
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and include final inspections by Engineering, Planning and lastly Building.
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If you are certain the building will be complete be fore the pen -nit expires be sure that the
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following is complete before contact ing the Building Inspector for the final occupancy
are submitted to the City and 2) All other
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inspection: 1) All required special in spection reports
City Departments have granted final project approval.
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if you have any questions please feel free to call our office at 425-771-0220.
Sincerely,
Jo 11ne Zula f
e
P e Sp 'alist
Lvremp\Ds'r's\Master Letters\Srwarni.trCom 10/27/00
incorporated August 11, 1890
Sister City - Hekinan, Japan
FILE No.13S 07/14 '04 00:25 ID: FAX: PAGE 2
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JUL 3 0 2004 X-:-�
PERMIT COUNTER'
CITY Cop,
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Typical Application 6
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ALLEY DISRUPTIONICLOSURE
CALCULATION
Project/Address:
calculated by Al -el Date: z
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Bars# 111.000.000.344.110.000-000-00 0
Assessed Land value (per County Assessor) =RR
of abutting property
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A I rea of abutting property (so (divided by) —sf rn 0
0
Assessed land value per square foot of abutting 0 C
nd value divided by area of property) (equals) s4;�q 3 per sf rn
property (Ia
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disruption/closure multiplier(.5%) (times) 0.005 C z
1 % of assessed land value per square foot (equals) 4?- per sf
W
(land value per sf x disruption multiplier) 0 -n
-n
Alley area disrupted in square feet 9
I rn
ft wide ft long (times) sf rn
0
0
Monthly alley disruption fee 0 rn
(I% land value per square foot x area of sidewalk disrupted) (equals) per mo. C Cn
rn 0
(times) Z
Estimated number of months of disruption
X
�TOTAL ALLEY DISRUPTION/CLOSURE FEE (equals)
X
>
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ADMINSTRATIVE PROCESSING FEE (plus) 140.00
(fee to be paid prior to permit issuance).
TOTALFEE (equals)
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NOTE:
The above fee must be paid prior to or at the time of permit issuance.
If actual months (or portion thereof) of disruption is more or less,, then
a fee adjustment will be made at the time of Engineering final inspection.
as of 23 Apr 03 v:Vmtr forrm%disruption-dosure fees
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PARKING DISRUPTIONICLOSURE FEE
CALCULATION
Project/Address:
calculated by Date:
Bars#: 111.000.000.344.120.000.000-00
Assessed Land value (per County Assessor)
of abutting property
Area of abutting property (SO (divided by) Z/ 6 ae-> Sf
Assessed land value per square foot of abutting
property (landvalue divided by area of property) (equals) 19d, 6.3 per sf
disruption/closure multiplier(l%) (times) 0.01
1 % of assessed land value per square foot (equals) per sf
(land value per sf x disruption multiplier)
Parking area disrupted in square feet
8.5 ft wide > ft long (times) —Sf
Monthly parking disruption fee
foot x area of sidewalk disrupted) per mo.
(1 % land value per square (equals)
Estimated number of months of disruption (times)
SUBTOTAL PARKING DISRUPTIONICLOSURE FEE (equals)
ADMINSTRATIVE pROCESSING FEE (plus) 140.00
(fee to be paid prior to permit issuance). TOTALFEE (equals)
NOTE.
The above fee must be paid prior to or at the time of permit issuance.
If actual months (or portion thereof) of disruption is more or less, then
a fee adjustment will be made at the time of Engineering final inspection.
as of 23 Aor 03
wAmstr foans%disniplion-dosure fees
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Field
DIBBLE ENGINEERS9 iNC.
ProfessionW Strucwra- EngineGrIng Services Report
DATE: October 19,2004 1(.)B#- 04-211
Yen White - IZ—emied�'White Cousidt. FAK#-. kenwhite@carthlin
Darin gray - ati-tar constr. 425.775.6
WEATHE R: Cloudy, 58F
MOM: J!qr��ej. Gillilund, P.E.
PROJECT; Tliird Ave ?law EaSt
NO. OF PAGII-S (Inc,!udinj Cover): 4 z
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COMMENTS: -4 - 1':
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Wbble EnSineem, It-w. (DFI', made a she visit on Friday, Octobv 15, 2004, w review thc exis'i),11
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wall and f1tst floor ftamic.6 coaditions along the tast ant"i0f we'll sit 9(sde level Rt tile Abovo
rcfe.,enoed project. Obaervatiolt3 of tho top of the Ofist Q0110rets rovindation wall, base of the wood
made fro i the
well studs, end top Qf first floor trusses at tl%e bouring on the foundati0ft willi we' a n
exterior and at two interior locations wilsiv Mi ofthq flno, ShWhing had t*eji imwc:vt i4nd res-nowid
for filaming obeervation %!*no the edge of wall.
General abservatioiis an the t=ior nowd that wood tot damage hu occurrcd at the 1:idle of the
'd
wood Wall studs along the cat exterior fourWaition wall condition. 116 rot aPP0411 TO have damAgv
the borlom of lnost of the individiAal amd bandlod jamb studs which wert egpoead for
observation during our alve ViSiL
ReVIOW Oftht CXISLinS vir-ictioni dmwhigs oil site. dated 7/2D/1993, and obsierve.Lions frorn the
interior noted that the first flaor tru&u= do oat appear to havc b.-011 in$MiiCd pdr t110 3trU4MArtl dGWIS
on the Wi5ting 4rawinP. 1U exist!Pg Strumical detail 6t- tbe bearing condition sit the top of the coa
conurvis foundation wak 3pe;ifivs 'he fl,�or trusses to be top chord bealing on a 4X lecger connected
to Tho intetior face of the fotliadjktlon Willi, with fle top artruss elevation to match t!1e t J op of 2X sill
pi3ta tuid sill
plate elevation, This would allow dic floor dlaphragxr. sheathing to run flush over thed
chile for diaphragun edge naillng to thv 2w Fill pkto rcr laccral kLd trwisfier to the conci-M f0undfitioll
wall. T�e exl.-OnS ,-ondW011S obscryed, howeve-i-, 01-0 tligit ort�.e fioor- uvm5 in Y- top chord becring
contition directly or, the wal: sill plate w;th no 4x WlUar and no blockbig bctwooil t;" Truss tOP
Ch0i*dq along tile top of w�,'11. The edge of plywood floor;ng behycom the tr-.igli top chords along tl�e
r;mt extarior wall ;s inslippoi'Led under the bearin;/shearwall piers andjamb stods aboye, with no
Appar-*,�,nt dlaphragrn cormcotiom to ti-,z col1r,--ele folindritioll wgl�. Iv additicti, the, "terior 5hear wal!
zondiive' down to
shen, ' -hing at the throe shcerwall lliers along tile, cost t.,.teriocwall doe? not app"i
wall bottom p)Ltc with panel edge nailiog foi laieiW lov.d trFjisfer to the concreir. fmindation wail
ti-lough connectioll to 1116 sill pla.-I.
P. 41,188J. 1900
17.42.5-497-192,'
2J Contral Way, Suits 400
Kirkland. PYA 980)3
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sased on our fWd observations and structural review. DEL recOMMOMS thQ 1010wing f"I"Ing
A W cad Usinsfor to the eW
load support. and I t a]
repSirl al.,d 1,etrotjEa to aritsure oLdequate gravity
exterior rowidation well. Refe.-ence the attached structural skeitchost.
1. savxut, remove;, and rcpIVA In -kind oil existing danta&od will studs, j&mb studs, and wall bottom
in a sta"mr4ed mainnar. As shown in the attached skistoll, SK- 1.
plate sloriiiii the east exterior wall
00neraily, wooc! framing that can be penetrated by a 111strp probt ri jore than 1/4" should be mmoved
and replaced. Fill, -Ming with surfstoe dirriq4t MIgy remain ill place provided thia the surflice rot Is r-tit
to competent wood, no nicire than 114" removed, and trested a l"cildicide agent Priur
or grinded
to aile)oslitig. Tha now wood members should Itic Act nailed to the existing per SK-I -
2 Silwaut and remove the existing pl"ood floor sheathing a minimuln of 2,_01, from tPe inside f5ce
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of the east oxwrioi� wall fbv ACCOW to the top offowidation Wei) arid for d;apttn4p edW connai;tlon
beneath the wall bottom plate,
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lerrofitting. Install new 2x& shirn plates between the uuu top chords,
for tile extont$ ghown D11 the attached sketch, SK-2. Tlits shirin plat n3 will pfuvidti solid bearing For
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die gliavl�y 101ad boating wells rind jamb studs to the Ol plate on the wricret a foundittion wall Wow,
edge nailing for lateral load tri&113fa- to the existing sit I plate gild
as well as accepting the ditiphragm
Co
foundation wall.
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3. Reinstall new 3/41' T&C floor sheAthing silong the east edge where removed. All plywGod cdgci
$hull have fiat 2x biwising so Ehat all odges orthe new
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not supported by the truss top C�Ordll
3beething am suppotted or blooke4l- Edpnalt All edges of plywood with 10d naiis at 4"OC,
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including the existing plywood edges now suppoeted by the new flat blocking. The blocking may N$
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fastened to tile sKislingtruss top QhQrds with (2)l0d too-nistils etoh arid. InstAll Simpsonocil strap as
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shovon in SK-1.
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4, Install 1/4" lt%g scl-aws ft-ough new or existing wal I bottom plates, floor 9�eethlng; and now shin)
foundation SX- I
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place into the oxieting silt plate oil the wall per -
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4
.
5. Add additional bottom plates as mquired to accept now panel edge slailirig into the bottom Of tho
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exterior wik!l sheathing at the thma shear wall piers clong the east extarior wall. Tlieshosirwali
lorvitions art noted oil SX-2. no pAnel edge sailing should be as specifieC in 1110 shelfwAll
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oil .I,* existing structural dralviri&s.
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6. 111stAli now flashing and waterprool'ing per the Arcilitoctural dets,06 and mquivements.
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1"he lepoir and retrofit ,-ecoinmeiidelions OLItlined Rbove are what would be naczssllr� to provide
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proper gravity loaO support 4ad lateral lond transfer to th: foul-kstlon wall idoag the vast sidc ofthe
building based on out- limited site observations andveview of the existing stm�,tural dravAnp, DEI
reviewed the east exterlor wall conditiDrs at Um main floor lovei otily and did not Cornplets an
evaluailoo of the asitirs billdtng orother portions thereof Thabulidiiigownei-shou!dcaiisidei-
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further selective demolition an the north and southsidefi of the bullaing at the maln floor level for
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variftAtI011 Of OdCqUAIM gravity load support angi lateral load traiisfer as thoy may nave Similar
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deficient fratiming wnditions and may mquirf, similav rcpsirs.
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DEl's review is specific to the Areas a4drvs3ecl in this l"r arid does not provide warranty, aither
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expressed or ImplW, to dve bvilding, the rermlrs, or conditiorts slid commentary obriarvcd while
OnSiLe. Our veviaw waB basod on limited vi3ual obsert raians wliho,tt rnmHal tcsting or explonizory
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examleation orinaterials emd systenis. The purpose of this review is to provi& raconim;mdations ror
tho repair and mtrofitt-iiig of the rot dtinagad and stvootvral�y deficient coat cxtm-ior wall Aluining.
2-1 Cwmi-al Hloy. Y�Jjs, 400 Pairar 2 of 2 A 42S-683.0911
Klvklord, WA 9401
A' 42J-497-f92t
IV/ I Ot 4 JU-4 IIJ JJ 1 -0 —w---
WSIAL ADD'L 2s wff 2,;.ATES 0
P41011111ALl .5 PAKL EDOL HNUNG 0
Of tXTEW SHEATjj" - rACL "L
P ES lOGE7KR Wl/ (2)1 Od 0 6'0C
SISTER AWL 2XI16 SIUD M MW
00 STU" a lNomuAL
WALL SIUDS OVER 4L
LENSIH SMWN W1 J2)164 V
FACE MLS 0 4000
SAWCUT & REPL%CA 64-KIND-<�
ACT76D PORTIONS O� WALL
4k Jkwo STUDS - SYWER
CUIS 0 BUNDLED JAMB
STUDS AS SNOW4, FACE
NAILED W/ (2)l 5d 0 4-OC iwtcoNy sow
CS166 STRAP OVER iNI3/,' APA-R.AnD W Fl.R
TO NA10M E01
,N)2., 90TTOW It NHEM
REO'D - 24" IAN LENMS MnAT Zx BLKG 0
W/ '/.4'0 It 36 LONG LAGS ALL NEW PANEL EDOES
a 4'OC SIAGGERED, WN
(4) LAGS KR It I od 0 4'OC 0 At L
PANEL [DOES, TYP
WATr6RPROOFINC PER ARCH
WALL
FLOW SKU
(E)FIWISM
WAX
00 4 oc
(021 St If
To RE" SHEATHING I ASLXG
(EgONIC
FIN *A
ftR
(N')2xi swm R. UNDCR T&C
OWING srws aiwN iom ME14MG
REr SK-2 FOR EXTIEWIS
WFIR J04STS (OWWJ)
1. AL'- NEW WOW IN ONTACI W/ CONME OR EKPOSED TO EXTERIOR
BE PRESSURE MATED.
2. NEW WOOD 10 K 4EM rR/0OUG FIR f2 CR 8MCR,
3. FIELD VERIFY IRM W&W NO GREATER I�AN il FROU FACE Or BEAMW,
NOTIFY DEI Ir GREMER 7tM I'.
4. PRDVH)E RETWiT SIMPSON litsPs* 57UD ATTACHMENTS It) INALl B0TYQM
PLATIE ON IN51at Am hT ALL -sEw INALL & JAMB s%m eorloms.
SECTION THRU EAST EXTERIOR WALL BASE
SCALE: N.T.S.
DIBBLE ENCKNEERS. INC.
PROMSSIONAL STRLMILAL DNOINEMW SCKVICM THIRD AVE PLAZA REPAERS
2S �anmuX SiAiLd 400 120 3rd Ave S
K ricls = 4111033
C433) AA3-1 9no Edmonds, WA
Fox (42$i) 497-1921
04-211----7": 1 o/' MiWay! 9CA
T R.A.D. 171AS NOTE
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PARTIAL PLAN (9) EAST EXTERIOR WALL
SCALE: N. T.S. CSK-2
DIBBLE ENGINEERS, INC,
PROFESSIONAL STRUCTUPLAL FXolfqgHRM SERVCpS THIRD AVE PLAZA RUMPS
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kl-X4yA9V33"* 120 3rd Ave S
dnionds, WA
04-211 10ii8,04
R. A. �D. L L; CS SK-2
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Field
DIBBLE ENGINEERS5 INC.
Professional Structurat Engineering Services Report
f.) 3 04-211
DATE: October 19, 2004 -
TO: Ken White - Kc.,-uledY White COUS111T. FAX#: kenwilite(c
Darin g�r - q_lrjtdr t�O-ftstr-425.775,6516
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WEATHER: CIDUdy, 58F
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FROM: Jeffrey J. Gillilw-,d, P.E.
-East
Exterior Wall Re
PROJE' ICT: Third Ave Nam REES--
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N(-^). OF VAOU (Including C.over): 4
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COMMENTS:
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EXPIF
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Dibble Eiighieej's, 111c (DRI) made a site visit Oil Friday, Octob�r 15, 2004, to review dic existillS
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a trA Fit the abovo
wall, and first floor Framing coriditiolis i'10119 the e st ftrior wall at grade; level
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a 1, base, ofthe wood
rcfemriced project. Observations of tile tOP Of CIO cast GO'lcrcte, f011"dat'o w 1
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wall studs, and top of first floQr trusses at the beuring on the roLln(lation wait wei-a madc from the
RdO112 WhOre Pnit Of the floor sheathing had been siwcvt 4nd removed
exterior and at two interior Joe,
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for framing observation a!ong- the edge of wal I -
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General observations oil the extorior lioted that wood rot darnage has occurre'd Ut the base of the
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wall studs along tile eLlst extorior fouri6alion wall colldition, The rot appe grS jo bave damaged
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wood
tile bortom 16"+/- of 11lost of U10 individUal and bundled jamb stud s which were expc)qed for
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observation during our site. visk.
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Review ofthe CX186rig S11"ACIL117,11 drFwings oil site, dated W2011.993, and observationt FTurn the
to have lacen illstalled per the stru=rfil details
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S do iiot. apptar
interior noted that tile first floor trLISM
Oil (it fie top of the e-tSt.
on tho existing drawings. Tile eXig tip.B.StrUCIAlval detail f6l, the hearing Conditi t
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CuilcreLe. foundation wall spe7,ifius' lie 171-,%or Lrusgas to be top chord bearing on a 4,., ledger conrinted
tor, of 2X sill
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to the interior face of the fotilidation W., 11, �vl th tj e to,) 3 r ti., Iss elevation to match t! e
elevation. rills ,Y,,uld allo-,v tile floor diaph 1,.Iglll, sheathilIg to NO flush over tilejoisLs zind sill
plate
- -n edge I,-, I plat, rcr jgcr, J I d transfer to tile Concroto foundation
plate fbi- dliplitagi ililig to tile 2w sit,
chord benring.
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I- top
wall. The c\1-90nos zondidolls observed, however, are that of the tlooL' tt-Usscs il Z
top
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ledpor mid no blocking botw,�,cll tile truss
condition directly on t1w. wat! sill pi,,11.c wiltll no 4,,,� -
'rlleedgr-O'FPIywoc.dti.00riiigb,-twc:r.,ntlicti*".,',.RCOPcl'01,dsaloiigtl-.e
--I
Chordsalongtho(opat'wiAl.
a e
.<tel.ior wall is 1,111slipported uo.dlev tho bearinr,/slla� 1- wall pi i's
11tt conc,,.-ete folilldjitioll w-,il!. To additioa, flit zNtcrior --;l1V'r wall
apparcilt diaphi-19M Colln.CC6011 IM t ontinve. down to
doe� not appeal' tO
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sheathing at the three Sliewwall piels Fklollg he ct-,.st viall
1(� tile
loul 1, 1 .. . , 0O1lrrrtL
wall bott.0111 WMA Pffllr-1 edge tlililillg fc"' t C'
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1111-Ough Conrectioll to ille sill plate.
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Page I qf2 P. 425.883.1900
2S Canti-al Way. S109 400 F. 425-497-1921?
Kirkland, PYA 98033
VZ
SERVICE
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cjj\� OF
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10/10/2004 16 32 FA� 2003620450 Z 002/004
Based on our field observations and Sti-I.ICtUral review, DC-1 recomillends tho roilowing frarning
repairs and retrofits to ensure lidequate gravitY load support: and lateral load transfer to the ew
ext.trior roundarlon wEill. Refeence the attached structural sketches.
I. Slwcut. re;1novt, and replace in -kind jill existing dailiagrd wall studs, jamb studs, and wall bottom
D.ln,,e along tile cast exterior Wall ill a stuggurcd manner, as shown it, tile attached sketch, SK-1,
Cenerally, wood jl-,qj-.jiIjg that call be penetrated 'oy a sharp probe, more thall 1/4" should be removed
and replaced. Frarniq With 4Urface darna8(� illay relljoil, jr, place provided thFt the surface 1-3t Is cut
or grinded to cornpettrit wood, no more than 1/4" ren-joved, and treated with a moldicide agent prior
to enclosing, Tilt new wood members sliciuld bc race nailed to the existing per SK- I -
2. SFIWOUt and remove tile existilIg PlyNVOOd floor Sheathing a Illillil-1711.1in ofT-W from the inside face
of the east exterior wall for access to tile top of foundatloll wall Euid for diaphragm edge connection
I-etrofitting. Install new 2x8 sillill plates between the truss top chords, beneath the Nvall bottom plate,
for the extents shown on tile attached sketch, SK-2. The sl-.ii-n plates will provide solid bearing for
die gravity load bearing wal Is nrd jamb SILICIS to tile sill plate Oil tile concrete foundation wall bulow,
as well as accepting the diaphragn, edge nailing for lateral load transfer to tile existing sill pititc And
foundation wall.
3. Reinstall new 3/4" T&C Nor sheathing along the east edge where removed. All plywood edges
not supported by tile LrLISS top chards sliall have flat 2x blocking so that all edges of the new
sheathing are supported or blocked, Edge naii all edges of plywood with 10d nails at 4"OC,
including the existing plywood edges now supported by tile liew flat blocking. The blocking may be
fastened to tile cKisting truss top chords wi$ (2)10d toe -nails each end. Install Simpson Qcil strap 39
shown in SK-1,
4. Install 1/4" Ing screws flrough new or tXiffifing wal I bottom plates, floor slitathing and nevy shin)
plate into tile 0�,.istijlg sill plate on the foundation wall per SK-1.
5. Add additional bottom plates as required to accept new panel edge nailing into tile bottom of tile
s slolig tile ea,,textariorwall. Theshearwill
extrrior wall silzadling at tile thrCe shear wal I pie
locations are, noted on SK-2. The panel edge nailing should be as specified in tjie shearwall sclied-,Je:
oil the existing strUCtUral dr4wings.
6. ili8tall new flashing and waterprooring per the Arullitoctural details wid reqUiVCMel1tS-
The repair und retrofit recornintridatiors Outlined above art what would be liacessitry to provide
prOpeVgravlty lond stipport and lateral load transfer to th-- fo.,indation wall along tile cast side of tile
building based on our limited site observatiollS and. review Of tile CX!Sti:lg StrL1CtUI-,1J drawings, DEI
reviewed the east ONteriorwall conditiolls -it tile 1-nain floor level only and did not complete an
evaltualoil of the critire Wilding or other povtions thereof. The building Owner Should consider
further selective dernolitioll of' tile north and SOLIL11 sides ol'the building at the ninin floor IevF-I for
vc.riFicatica of adequate gravity lond SLIpporL and lateral load trailsfer Ps thuY may have, Similar
deficient framing ronditions and may require Sil-nilal' VCPR;I'S-
DEI's review is specific to the aroas addrosscd ill this letter and does not provide warranty, aither
-elmIrs, or conditioils qj1d colliment. ry observed while
expressed or liliplied , to the b0ldirlS, tile t
ollsitc. Otir review ,wm based oil limited ViSLIal obser�atlons without 11111terial testillg Or "Pl0l."'. 1
examil.,ttioll orilletcrials and systenis. Tile pllrpose of tilis review is to providr, ror
sti-LictLII., - wall ftni-ning.
the repair and retro5ttillg 0 f 1,11Q! I-Ot dzillagp-d "I'd ally deficivilt east enterioi
25 Cono-al Way, Suile 400
Kirklord. WA 93033
Page 2 of 2
P. -12 .66.3.129C
F. 425-497-1921
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INSIALL ADQV1� 2x 8t)T( PLPV�S 4
MSHEAMALL.3 W/ PANIE� IDGE NAILINU
POP. CF EXTEPIOR SFEAWN13 - FAC
PLATES TOCETHER W/ (2)'6.1 t) E "M
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SECTION THRU EAST EXTERIOR WA
DIBBLE ENGYNEF
10,18/2004 .14:34 FAX 4.95 497 1921 D I MILE I NEERS
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10,004/004
DIBBLE ENGfNEERS, INC.
REPA.
THIRD AVE PLAZA IRS
I cc-liml Way, Suite 400
120 --,rd Ave S
Edmonds, WA
F.I... (4 i 5) -19 7.19: 1
6ATE U- -. R. A. SK-2
101!
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1;',* ZU04 11 4.9 VAX 425 4q7 192 1 DIBBLE -ENGINEERS
DIBBLE ENGINEERS, INC. Field
Professlonal StrucAural Engineering Services
Report
DATE- November 2, 2004 J 0 B 04-211
rt
Ken VUTe - Kennedy ile KNX, kenwhite, ea net
Darin Uray - Chartor Constr. 42 5 7115.65) 6
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Kcith Soltii,:t- - 13cAtncr Uroup 206�547.0833
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WEATHER: Sunny.55F
PROM: Jeffrey j. Gi!liland, P.E.
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PROJEC"I': Third Ave Fazn - 17loor Joist Damage & South Wall Header
NO Or PACES (Including Covex): 2
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COMMENTS:
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Dibble Encrineers, Inc. �DFT) M -viii -n ThUfSday. November I,. 200ei, t(,) retijew the
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�:xisting lluc-r joist dam -age ani sou -di wall heuder condition a- the southcast cntr\ window. Th.-
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damagcd first fl-coor joist wits dit;covcr,:d durin- tile currentrepair Nvork along th(,- cast cxt,-n,--%r
wall' and consi�ts of signi ficant wcod, rot of the top chord bemecri the bearing support and first
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Itappearsthatonvon j% sli.;significantly
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�Iamage;-L TI-e headi�r wt the suuJirast ewrj window is proposed to be nowbed tO dCQQ131TL1Qd!iW
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rais; jig th,:� existing 2" to 3" dianneter drain pip�' for tile exterior cariopy sysern ftt� positive
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drairia-e, The following are our rtcommendmions for the resolution of these two issues.
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1. Fhe wood -rot damaged OWWJ top chord represents a significant structural concern as the
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ssio. I d due to the
compre, n capac�icy and buckling stability oflic too chord is greatly reducc
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elinjina6on of ccoss-sectional area, Th: coi )ro�sioi capacity direct] v corresponds to the
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fexural (beriding) stre�igtlh Of tile rloot- joist. Aho of signifixant. concern is tile likelilhood ofa
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Si011ifiCant redl.Mi011 i!lA1-_a1 CaPAI�4 of tile kli-' t due to the pioximity of the daniage. to the joisl
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support, where shear st'�eslv�s �Irt reatest. Thethin pipe web ii-embers czrrN the slaear forces and
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are typically ccmnected to the iop and bottom chords wi"ll a steel through-pinwhich rel:cs upoll.
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bearii�g strength bevveen the pin and --vood interface for slicarforce trans er (i.e., axial force into
the web pipe rnembers). The bearing srength of the pin/wood interface is likely to be
signiFetulay-m-luced die io the p-eit�nice of the %vood rot in the top chord, tLereby comproinising
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the shcar strength of the i oist.
Ontmluiior, to this s1ructural Concern �7'suc is to sister a new. fLll-lenafli floo- joist neNt 1.0 tile
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cjajrjugt�d joist to. maini-a:j, tile ilec.-ssiu-y des!Eti Icmd capacity of tile floo.- sN stem.
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Hw'�evcr in recognition of'the ai�sociated installutior. txsts and difficultieti for u newjoist and
-ence not existi ng double gypsum lid on the bot-.om chords for the
Owner pr�tfei o disturb the
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parking area beh)";, Dibble Engiricurs has resear.hQJ art ahernate solution that is Im. intialsiv-.
and likeiv nnore cost efficient. Based or our correspondenc—e wilh 0. technical representative of
'I'rusjois. Nllami oprielan, product with unique
Ilan, and -.1lo ract that ulw floor joists are a pr
design param.cters and rnaterials, Nve recomi-end tlhat ajoist-specific repair kit bk:. obTa-Mcd firom
tile jt.,! st nai tu factui e r t' tat -,N" 11 be ha wd or tl-ie origi na'l j oist deiign I oad;; and pa-ameters. OuT
Coolp-al 1,Vm" Sui.o 460 pilge I OJ A 425.983. -
WA 98033 F. 4�j-.49?- 1921
JAN 1-0
C)F_VELOPMENT SERVII.-'Es
CITY OF EDMONDS
11/12.'2004 11 5 6 VAX 425 497 1�21 1) i MU -V.N(;1N'L"P-jkS
Do 210o.)
conye--sations with Trus.10;,St i.ndicaie That a repair ki: will likely include some retrorit light steel
traming fustened EO the oxisEingjoist with access only rec.uired from. the top side, thereby
mainiaininZ, ihc gypsuin lid balow. As Trus,lcist is a pti.-nan!
Supplier of p,c-nifinufacturcd wood
products, lie recommend that rhc), be initially consulted to detertnin- if they are the original
inanu fact uxer and '(1 praceeJ with tht iepa;r design wid installationi. Co
ntact DP.l if iT is
determined C-iatTrusJoistis not t)ie(:riuijizi!joisnianufac.ittre.r. U
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kit installation, i-oTify DFI for firial field obsereation of �he reP�'Lirs prior to floor re -sheathing,
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2. Based on our cursory field observations and mea.sure.,n;!jLt.,, the existing header at the
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south�asl -aitry window- appeLrs to be a 6x 10 wood headcr whicli S-Lipports only -.h,� wal I ftarriing
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above andjoist space tributan- loading of the second Poor exterior deck- (approximately P of
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tribUuary deck area - a.i.suiriesjoists rin 17aTdile) '%) vva'l ptr existillS ,)!jjjjs -:III ons
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That a max:irnini nozch cf 1-1 �'-" maybe d rillt:d in a eirCUlar ci-nifigurattor- lfiwiio, t1w
buttOrll Of tlLQ c.,ds',ing 6x 10 html er 1.0 iicL:C1"'LnI(.' -I'Lite (11z proposed partial pcnetration "Cr the
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e.xisting canopy drHin pipe. Prior to dril lirtz, the Czintractor should pro viJ,.- positive field
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verification that Cae hpadcr is a nominal 5x 10 header and that the deck joi,,-.s above span
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ea"Llviest and do not bear oil the. south wall above the beader to be drilled. A minimum q�,r73-1.14
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headei depth must remain intact and unlistusbed along The span.
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DET,, review is specifti; to the ur,-,us eddressed inhis letter and ducs. no-, providc w.urrarty, cizhcr
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expressed or;rrp!icd. to the b-ailding, the repa-irs, or �:,)ndifions and commentary.)bserved
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-d visual observationswithout macrial testirig or esp!oraiory
orls;t1e. Our re� iew was based 3P. lim� te
CD
exam.1tiorinn of materials and systcms.
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Please call iflou havc any questions or additional concerns
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21 Cemrrol jyel�� State 400 2 2 P. 4
Kirkhv)d W-1 98033
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FA� A25
Striuctural
INEERS, INC. Review
DIBBLE ENG
Professional Structural Enginewhi@ SerVICSS
Memo
JOB*;
DATE- DCr,.Cra`ocr 7, 2004
nsuhing FAX-t kmVhitei0-i.;*ar+lirk.net
T 0: Ken WWte-F..enntdyW Ae .0
-L425) ns-6516
Darilara z
Robb Loble. P.E.. I-Ae
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FROM'. ur, ziminers
PROJECT: ThIra Avenue ll:rl=- Repairs m
\-O, OF PA4.�E,"., (InCluding CoverY,
C-oh-MIENTI;:
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a si;evi.ilt on Friday, De,.embcr 3,2004 at the p.rq-J(;ct site at 120 3"' Mo.
DiLshle F-rtgineers com 0
1%g:�),*,, j() review rhe cornpleted rairofit of the duca�'darnc-ged -4
Averuio Sctr�h in Fdalonds. Washl 0
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at a deca� darpaged wo.-.4 iiai!-�r, C
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Joist and observe the :xistink: condition
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damagi�d opm web wool i-ois-,vu-cfn as desigmcd and m z
Dibtic Enginizcr--k In. bservod ffic, dec .1
detailed i,,. Trusior-ain ibeir s;:t c-Tskmbti 1!'1lW1'h:rd.-kvc. Plam Repaii -' dated'Novemb r 2', C
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2004, atid follow-U.J-) fax Ei-,,�d -Ti,ird A%e-we Pta-11 RePkm.' dited 004, 0 r- -4
—0es '2-id load I- risfe.-r M
.IrUfll '11CJ%Ije�l ilIC- tcjp. up Cord
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bloelr; upNaxed to be i as -�r4 tav TrusqJoist doctim Ins
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Dibble EliginVers 31sc. rub.4:m-cd the evistina vm,-.41tions at the deca�,:Lf wood nailor and 11.)or
the ste-) %F hcanl - in the scuall %vall at the southems- bt,.E;ond O.ir m M
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0bsefy-.j'1o1Lr indi�:atu, the nailtr and floor -,heathing Shc%l-'d b-� re:-noved !ind ata. i , k;n4
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comp, h
betv--,tan the slidirig Slew door and Ifie cast bifflding CNIthor \vall. TL Lece t CL work. 0 m
tkx -ivalft per thc x-.Iacht-d "tructuxa! sk-ztc:� SK-" unti'lhe nw1cr. shemhing ai,d botimn �.,or(! are. C CD
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reiristalied tuid the �%,all, can again piovidle hc-,-16118 f W. z 0
rie temporary reimwal of the
wL�11 b-.,ftom chcri in ihis area to rtmwvc thc lecaN t!dnailer an�
shewhing qnd to, prc.-0-le acct-ss SO that observati011 �)F dA'LQ M'
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1,1atip to dett:rnii.-je t*:-i%: !Xlenl Z.
f the doca"
beyond tht: v,'all and into the inyer!orof the building. Dibbic, _J
�--.ngirtears hhall be con-a�lk-'d to prov-.dc repair reLommeniUdons if
ch
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the deca> ofthe sh-ea!Kiog- of C-4he!- c%:Ii; i ill z
vild of 11, - 0idiflg jjoer CIS
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Wil&nj i:lterior ur beycvld tl L V',
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%A 1'11 ;;U)\' 464e�liol,., or clarill.. ns. EXPIRES
2.1 Wqv. Sime 4UQ rloge 0" 1 1, -125 bd.� ,gut)
Kirkand IYA 9,(C)JJ E C 16ZZ f V
JAN 13 2004
OEVELOPMENT SERVICES CTR.
CM OF EDMONDS
.1. . . . '. , "41. .
FINAL PROJECT APPROVAL FORM
TO:
DATE:
MEMO TO: PERMIT COORDINATOR, BUILDING DIVISION
FROM: FIRE DEPARTMENT DATE
nEAU SIGN
ENGINEERING DIVISION DATE 0 S
PLEASESIGN
PLANNING DIVISION DATE
PtEASESM
PROJECT AyL
SITE ADDRESS /Zo Ay
-3
PERA41T _ADB# INSPECTED
DESCRIPTION OF WORK TO BE INSPECTED
------------
A field inspection was conducted to determine final compliance with approved plans. Final approval
denotes that there are no ob ections from the above signed Department to the release of
PERFORMANCE BONDS and the granting of:
A/ GRANT FINAL PROJECT APPROVAL
GRANT PROJECT APPROVAL WITH CONDITIONS NOTED
u Copy of CONDITIONS given to owner/contractor by inspector
FAILED FINAL INSPECTION - OUTSTANDING ISSUES
o Copy of CORRECTION NOTICE given to owner/contractor by inspector
2.
3.
RE -INSPECTED OUTSTANDING ISSUES - GRANT FINAL PROJECT APPROVAL
Date Sign_
ocaprv1.doc.1:temp:b1dg:fbnns 10/0 1
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FINAL PROJECT APPROVAL FORM
TO:
DATE:
MEMO TO: PERMIT COORDINATOR, BUILDING DIVISION
FROM: FIRE DEPARTMENT DATE
PLEASE SIGN
ENGINEERING DIVISION DATE
PLEASE SIGN
CAC— PLANNING DIVISION DATE—i
PLEASESIGN
PROJEC
SITE ADDRESS
PERMIT # -Z 4- ADB# -DATE INSPECTED
DESCRIPTION OF WORK TO BE INSPECTED
A field inspection was conducted to determine final compliance with approved plans. Final approval
denotes that there are no objections from the above signed Department to the release of
PERFORMANCE BONDS and the granting of:
GRANT FINAL PROJECT APPROVAL
GRANT PROJECT APPROVAL WITH CONDITIONS NOTED
o Copy of CONDITIONS given to owner/contractor by inspector
FAMED FINAL INSPECTION - OUTSTANDING ISSUES
u Copy of CORRECTION NOTICE given to owner/contractor by inspector
2.
3.
RE -INSPECTED OUTSTANDING ISSUES - GRANT FINAL PROJECT APPROVAL
Date Sign ---------
ocaprv1.doc.1:temp:b1dg:fonns 10/0 1
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Ut 11011 site-, ill, it 1C.111.111. M
construction activity are exempt from the noise limits of* ECC Chapter
5.30 only during the hours of 7:00ani to 6:00pni on weekdays and
10:00ain and 6:00pin on Saturdays, excluding Sundays and Federal
Holidays. At all other tinies the noise originating from construction PERMIT#
siteslactivities niust comply with the noise limits of' Chapter 5.30. 1111less '7
EXPIRES: ell,
a vari, g.//,
nice has been granted pursuant to ECC 5.30.120.
ISSUED:
City of Edmonds
THIS CARD MUST BE POSTED ON SITE AND AVAILABLE TO THE INSPECTOR
Owner: 1AKp,-1Ai%
Site Address: V2-
Priniect: cp—jn
Setbacks for q Zone
Front
Side:
Height:
Variance #:
Inspections
Approved I
Date
Notes
#1 ENGINEERING
MOBILIZATION AND EROSION CONTROL INSTALLATION MUST BE APPROVED PRIOR,ro coiNINIENCEINIENT OF ADDITIONAL NNIORK.
(425) 771-0220 x1326 Mobilization / Erosion Control
Tip,htline
Detention
Forms (sidewalk, driveway)
Water Service
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Permit # Side Sewer
Permit # Right -of -Way
(s/w, c/g. paving)
we;- ITION Pre -Demolition
Asbestos SAPCA Permit
Sewer Cap
Cleaned Site/Final
N Setbacks
Footings
Foundation Wall
Piers
Retaininp
., Wal I
Slab Insulation
Ground Work
Permit # Rough In
Grease Fixture
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—
#5 PUBLIC WORKS Cross Connection Control
(425) 771-0235
#6 MECH/HVAC Gas Test/Pipe
Permit # Equipment
- - - - - - - - - - - - - - - - - - - - - -
#7 FRAMING Exterior Sheathing
Shear Nailing
First Floor Framing
FraMiDg_
Height Check
=77—
- -v- -YFV)�_q - - - - - - as
-- - - - - - - - - - - - - - -
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—4
#8 INSULATE CAULK Wall
Floor
Ceilinp
�-11-4
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#9 SHEETROCK NAIL
I'MN
11-1-3-OS
#10 FIRE Hydrant
(425) 771-0215 FDC
Fire Protection System
guishers
Exting
Addressing Visibility
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-*--%k-& VINAT. PROIFCT APPROVALS
W-
foPlanning
—fiT�
7 A W .1. Ij Op
]FINAL OkUIJFAINk� I arrKkJ v,-".., W-W-7ri-
BUILDING INSPECTOR
THIS BUILDING OR ANY PORTION THEREOF IS NOTTO BE OCCUPIED PER QBQ 109, UNTIL ALL
APPLICABLE CITY DEPARTMENTS HAVE GRANTED A FINAL APPROVAL
Call (425) 771-0220 x1333 for BUILDING INSPECTIONS
-7 -7
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RECORD OF INSPECTIONS
INSPECTOR
DATE APPROVED
SETBACKS .....................
FOUNDATION:
Footing......................
Wall..........................
Pier/Porch .................
Retaining Wall ...........
z
Slab Insulation ..........
PLUMBING:
Underground .............
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Rough-In ...................
-1
Commercial Final ......
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1711
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HEATING:
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Gas Test ....................
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Gas Piping .................
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Equipment .................
X
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Commercial Final .......
EXTERIOR SHEATHING
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NAILING ..........................
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FRAMING ........................
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FIRST FLOOR FRAMING...
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INSULATION ...................
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Floor Insulation .........
Wall Insulation ...........
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Ceiling Insulation .......
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SHEETROCK NAILING ...
3:
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SPECIAL INSPECTION ...
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MISCELLANEOUS ..........
FINAL APPROVAL FOR a -'a
OCCUPANCY ..................
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