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5133
250 5TH AVE N
S�'/ Zell S*&/1,
Name of Applicant:
CITY OF EDMONDS
COMMUNITY SERVICES DEPARTMENT
250 Sth Ave N
771-3202
APPLICATION FOR STREET USE PERMIT
Mailing Address: r- (S - A a -A,
Telephone Number: T? � -0 it Date:
ZW DICKINS041 Sce_Cvv,
`EET FILE
Description of Public Place or Portion thereof desired to be used: (exhibit
may be attached)
1dr
Type of Use desired to be made of Public Place: —Iffs"TO
t N-J
If applicable, attach plans and specifications for any utility or structure to
be erected and/or maintained on the Public Place:
TEMPORARY PERMIT: Unless otherwise designated herein,
by applicant to be wholly of a temporary nature, that
whatsoever. If the permitted use becomes dangerous or
become insecure or unsafe or shall not be constructed,
accordance with the.provisions of this title, the same
structure and obstructions ordered removed by order of
4
this permit is understood
it vests no permanent right
such structure shall
maintained or used in
may be revoked and the
the City Engineer. If this
application is Tor a specified period -of time, the terms of said application is:
INDEMNITY: Applicant understands and by his signature to this application, agrees
to hold the City of Edmonds harmless from any injuries, damages or claims of any
kind or description whatsoever, foreseen or unforeseen, that may be made against
the applicant or the City of Edmonds, or any of its department or employees,
including but not limited to the defense or any legal proceedings including defence
costs, court costs, and attorney fees by reason of granting this permit. In
addition, applicant understands that the City shall -be provided a certificate of
insurance to indemnify and hold the City of Edmonds harmless from all claims
and/or property damage, naming the City of Edmonds as an also insured.
APPLICATION OF CHAPTER 18.70 OF THE COMMUNITY DEVELOPMENT CODE: Applicant warrants
that he has read, or had the opportunity to read, Chapter 18.70 of the Community
Development Code, attached herewith, and understands that all terms of that
Ordinance are incorporated herein as if set forth in full and this application
and permit therefore are subject to the terms of that Chapter of the Edmonds City
Code.
Applfcant's Signature
Date
City of Edmonds, Community Services Department
APPLICATION FOR STREET USE PERMIT - - Paqe 2
0, Approval (and Agreement, if applicable) of Abutting Property Owners:
El
SIGNATURE
PRINTED NAME
ADDRESS
DATE
DO NOT WRITE BELOW THIS LINE (To be completed by Issuing Agency)
City Council Approval (if appl.icable)(Attach Minute Entry 7
) : , Mof
ADB Approval (if applicable)(Attach Minute Entry): 411A
Building Official Approval (if applicable): All,#
MOR Signature Date
Provision for Indemnity: JeIIYIA� 6��— -
Terms and Provision of Performance Bond, if applicable:
'rAffU4-pya I&VISlows
POLI-CE- AUTHORIZATION BY:
Signa
3 --
Date
Q/ 119FIE
PERMIT NO. 6 6-12- Date Issued: Permi t Fee : WJlvep
Remarks/Comments: ell,
6 'VV .0 *1 A�� .4 , '& "�- n '-'s
�7 - +,""' �111rl'r'
- a F(PAr,1j
PERMIT AUTHORIZATION BY:
6��- c4o�-
L'yn
DATE
L
0
M E M 0 R A N D U M
August 12, 1986
TO: Jeannine Graf
Permit Coordinator
FROM: Bobby Mills wr-�
P.W. Superintendent
SUBJECT: STREET USE PERMIT FOR TASTE OF EDMONDS
I am aware of the need for the permit.mentioned above,
and also of the particulars as far as barricades, street
closures, etc. I understand that this event will take
place August 16 - 18, 1986. 1 see no problem in issuing
this permit. Please -contact me if you should have any
questions.
BM/cr
BUILDING
AUG 14 1966
AUTHORIZATION FOR MAYOR TO SIGN CONTRACT WITH EDMONDS CHAMBER OF COMMERCE FOR TASTE OF EDMONDS
Parks & Recreation Manager Steve Simpson reported that the Edmonds Chamber of Commerce is sponsor-
ing the fourth Annual Taste of Edmonds on August 15-17 from 11 a.m. to 6 p.m. This year's Taste
will essentially be the same as in 1985, but "softer" music is planned from 10 p.m. to 11 p.m.
Mr. Simpson said Staff feels that changes in the Tort law provide more assurance regarding the
City's liability and recommend that the Mayor be authorized to sign the contract.
Mayor Naughten noted that each vendor will be required to obtain their own insurance and hold the
City harmless. Mr. Simpson said the Chamber.of Commerce carries $1,000,000 in insurance coverage.
Councilmember Dwyer inquired if those arrangements are satisfactory with the insurance pool.
Administrative Services Director Art Housler replied affirmatively.
Councilmember Jaech asked who would be held liable if a person was *injured while intoxicated at
the beer and wine garden. City Attorney Scott Snyder said the City would be sued and would proba-
bly bear some liability. However, the State of Washington has more limited host liability laws
than most states. He recommended that Mr. Simpson describe the changes Staff has made in the
beer garden to address that fact. Mr. Simpson said additional security will be provided this
year, and training sessions will be held for people serving alcoholic -beverages.
COUNCILMEMBER NOROQUIST MOVED, SECONDED BY COUNCILMEMBER WILSON, TO AUTHORIZE THE MAYOR TO SIGN
THE CONTRACT WITH EDMONDS CHAMBER OF COMMERCE FOR THE TASTE OF EDMONDS. -MOTION CARRIED.
REQUEST FOR CODE ENFORCEMENT STAFFING
Community Services Director Peter Hahn said Staff was requested to provide a full position de-
scription and internal factor analysis.
Mr. Hahn said a good indicator of the activity level in the Planning and Building Department is
that the building permit level has reached unprecedented heights, and revenues for the first five
months of 1986 are approximately $15,000 in excess of the 1985 first five months.
Councilmember Nordquist inquired if job descriptions have been rewritten that correlate to the
Code Enforcement Technician position in order to better define Staff's job responsibilities. Mr.
Hahn said Staff's job responsibilities will not change; they will have more time and less inter-
ruptions to perform their normal duties.
Councilmember Dwyer inquired why this position is recommended at the higher end of the pay range
instead of the lower end. Mr. Hahn said that is a misconception. He is recommending a Step I
position, and the cost of the benefits have been included in the pay range.
Councilmember Hall said the position does not appear that it is a self-contained position, and
more of a burden will be placed on the secretary to perform support work. Mr. Hahn said the
person selected for the position will be required to have the necessary skills to perform a major-
ity of the support work or be willing to learn. Planning Division Manager Mary Lou Block added
that a small percentage of secretarial time will be made available for some support work because
the technician will respond to many of the Code questions that are currently being answered by a
secretary.
Councilmember Ostrom said the proper procedure would be to discuss Staffing issues during the
Budget process.
Ms. Block said Staff is at a crisis point. It would be helpful if the position could be filled
on a temporary basis for six months. Councilmember Ostrom said a temporary position would be
acceptable. Mr. Hahn said a temporary position would be acceptable because activities in the
Planning and Building Departments are, to some extent, cyclical, and Staff has to be prepared to
gear up as well as down. However, a six-month position would not be workable because the caliber
of person the Department is looking to employ would not be attracted to a short-term position.
Mayor Naughten reminded the Council that a personnel pool has been set up in the Budget for the
express purpose of hiring new employees during the year. The Council has never refused to hire
an employee during mi dyear and postponed the request for new employees to the Budget process.
EDMONDS CITY COUNCIL MINUTES
P'Inp I JUNF 10. 1986
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EDMONDS CHAMBER of COMMERCE
P. 0. Box 146
EDMONDS, WASHINGTON 98olo
August 5, 1986
Dear Neighbor:
The Edmonds Chamber of Commerce and the City of Edmonds are
once again organizing the TASTE , OF EDMONDS. The event will
take place August 15., 16 and 17, between 5th and 6th streets
and between Bell and Sprague streets.
As in the past, we are asking for your patience and indul-
gence on this important weekend. We will have 24-hour sec-
urity so we don't expect any unpleasant occurrences.
The hours of the event are: Friday, noon to 10:00 p.m.;
Saturday, 10:00 a.m. to 10:00 p.m.; Sunday, 10:00 a.m. to
6:00 p.m. In addition, the Beer & Wine Garden ( in the
parking lot at 6th & Bell) will be open until 11:00 p.m.
Friday and Saturday. Entertainment will stop promptly at
11:00 P.M.
There will be restricted street parking.beginning Thursday.
Funds from ' this -annual ev,_e'n't�,-go right back into - the commu-
o.- , --l" -tq � -- �t h - -4 h of July f ireworks f or the
nity.. t he _p s ppQr-.-t e-. t
Chri dtm-as--s-'tr--E�--e-t-.'--d��,6brat ions arfd-- tj re e� lighting ceremony and
other memorAble-evei�gs in Edmonds.
If you have any_qu_69�tions please cal-l-me-at.,7-71-7900, the
-Chamber--.-df --,-'Commerce Office at 776--�6-711_or the Police Dept.
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-"EDMIONDS —ABETTER PLACE- TO WORK, SHOP,,,AND LIVE
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0006.
06/04/86
WSS/naa
CONTRACT
BETWEEN THE CITY OF EDMONDS, WASHINGTON,
AND
THE EDMONDS CHAMBER OF COMMERCE
THIS AGREEMENT is made this
day of Ztrl-y, 1986, by
and between the City of Edmonds, a noncharter alternative code
municipal corporation, hereinafter referred to as "City", and the
Chamber of Commerce of the City of Edmonds incorporated,
hereinafter referred to as "Chamber".
WHEREAS, the City desires to promote businesses within its
boundaries for the economic benefit of the City, and for the
enjoyment, recreation, and amusement of its citizens through an
event to be known as "Taste of Edmonds";
WHEREAS, the Chamber desires to coordinate, promote,
organize and put on such an event; and
WHEREAS, such event will require the use of certain streets,
rights -of -way, parking lots, and public property as well as the
provision of parking and crowd control; and
WHEREAS, the City desires to provide certain basic elements
for the Chamber's use in the provision of the event but desires
to hold its taxpayers free from any loss, claim or cost involved
with the provision of the event;
NOW, THEREFORE, it is agreed by and between the parties in
consideration of the mutual covenants, promises, and benefits
herein contained that:
1. Description of Event: The Chamber promises that on
August 15, 16 and 17, 1986, it will present for the recreation
and entertainment of the citizens of Edmonds and any other
individual desiring to attend, a nonprofit event featuring the
food of approximately 25 restaurants and up to 30 craft booths
presented in a street fair format and in compliance with all
applicable provisions of State law and City ordinance. The event
will not be for profit; all costs will be covered and borne by
the Chamber of Commerce or through such reasonable rental fees
and charg6s from the participating restaurants as the Chamber in
its sole discretion shall determine appropriate.
2. Participation/Nondiscrimination: The Chamber shall
provide space for all restaurants from the City of Edmonds as
shall apply within the time periods established by the Chamber,
and pay all fees established by the Chamber for participation.
The Chamber shall then proceed to fill any unclaimed spaces on a
first -come, first -serve basis from any restaurant or food service
institution as it deems appropriate. The Chamber may in its
discretion limit the participation of any restaurant or food
service in order to adequately recognize limitations of space,
failure to comply with applicable State or local health, liquor,
or other requirements of law, and in order to provide an adequate
and interesting diversity compatible with the recreation and.
education of the citizens of Edmonds. Neither the Chamber nor
any officer, agent, or employee shall discriminate in the
provision of services under this contract against any individual,
partnership, or torporation based upon race, religion, sex,
creed, place Qf national origin, or any other form of
discrimination prohibited by federal, State or local law.
3. Description of Premises: The hereinafter described
premises, rights -of -way, parking lots, and public property shall
be made available to the Chamber on August 14, 15, 16, 17 and 18,
1986, for the provision of the event and services herein
detailed.
Sixth Avenue, between Main and Edmonds Streets.
The parking lot between 5th & 6th Avenue;
northwest corner. The soccer field and grand-
stands at the Civic Center Field.
Those areas, hereinafter described as "premises," shall be made
available to the Chamber on the authorization of the Parks and
Recreation Manager of the City of Edmonds for such additional
time as may be necessary for property setup and cleanup before
and after the event. All use and configuration of structures,
booths, and other permanent or temporary facilities used in this
event shall be reviewed by the Fire Chief, Police Chief,
appropriate building officials, health officials and the Parks
and Recreation Manager to determine that all facilities in use
comply with the provisions of State and local law, as well as to
insure that no lasting or permanent damage shall be done to any
public facility or property. The Chamber shall insure that all
participants as well as the Chamber obtain each and every license
required under State or City law to put on such event, provided,
however, that the described City officials shall make every
effort to cooperate and facilitate in the Chamber's obtaining
issuance of such licenses. Nothing herein shall be deemed to
limit the discretion or decision -making power of the City Council
of the City in issuing any permit or license required for such
events.
6. -Parking and Crowd Control. The Chamber shall provide
any and all security services necessary during the nighttime
hours, nighttime hours being defined as those hours during which
the event is not in operation, sufficient to reasonably secure
the area and facilities provided. The City shall have no
responsibility or liability for the provision of security
services nor shall it be liable for any loss or damage incurred
by the Chamber or the participants in this event.
7. Additional Facilities: The City shall provide to the
Chamber the following items necessary for proper crowd control,
garbage disposal, and other needs reasonably attendant with the
provisions of the services under the contract.
- 2 -
0
Access to eleccrical power at the Civic C,,;iiter Field,
Picnic tables,
Garbage cans,
Barricades, and
1/2 of Police/Fire Parking Lot.
8. Insurance: The Chamber covenants and agrees to obtain
a liability insur'ance policy naming the City, its officers, and
employees as n-amed insureds, such policy to have a minimum public
liability coverage of $500,000. per person and $1,000,000. per
event and $500,000. for property damage for the period from
August 14 through August 18, 1986. Further, the Chamber shall
require each participating merchant to name the City as an
additional insured on their policy and provide a certificate of
insurance.
9. Indemnification and Hold Harmless: The Chamber
promises to indemnify and hold harmless the City, its officers,
and employees from any and all claims, loss, or liability arising
from or out of the event described in this contract, whether such
claims arise from persons participating or providing services in
the event or from spectators, citizens, and other persons
attending said event. It is the express intention of the parties
that the liability of the City for and in the provision of this
event shall be solely limited to the considerations of the
contract, and it is the intention of the Chamber in making this
promise of indemnification and hold harmless that the taxpayers
and citizens shall be held harmless from any cost or liability
not expressly addressed within the terms of this contract, except
for bodily injury or property damage claims arising from the
negligence of the City.
10. Cleanup and Restoration: Upon the completion of the
event the Chamber shall make adequate provision for cleanup and
restoration of all sites rented or provided under the terms of
this agreement. All such areas shall be returned to their
original condition and all garbage, debris,.litter, equipment and
any and all other items made necessary by or used in the
provision of this event being removed within twenty-four (24)
hours of midnight August 17, 1986.
11. Fire Protection: In addition to the security services
herein detailed the Chamber shall make adequate provision for a
fire watch -at all times in and around the booths and displays
open to the general public as a part of this event. The City
Fire Marshal shall inspect the facilities prior to the opening of
the areas to the general public on or before 11:00 a.m., August
14, 1986, as the parties shall agree and shall note all potential
problems. Prior to the actual opening of the event, the Chamber
shall correct all such problems. In the event that such problems
are not corrected, the City may at its discretion cancel such
event or prohibit the attendance of the general public in certain
areas, if in the opinion of the Fire Marshal and at the sole
discretion of the City, anything life threatening shall appear.
- 3 -
0
0
12. Amendment/Nonintegration: This written agreement shall
be and is the sole understanding of the parties. No prior oral
or written representation or understanding shall alter the terms
of this contract unless specifically incorporated by reference
and attached hereto. All amendments to this contract shall be in
writing signe.d by both parties and made prior to the date which
they purport to be effective.
DONE the date first written above.
APPROVED AS TO FORM:
BY tA�5" ca-L
City Attorr�6y U
ATTEST:
BY
C:06y Clerkr,'
Jacqueline Parrett
ATTEST:
BY
'Secke-l�ary
CITY OF EDMON
BY
Mayor, Lark7y( 8. Naughten
CHAMBER OF COMMERCE:
BY
President
=I =
8-14-86
ROBERT L. MATSON INSURANCE
P. 0. BOX 85686
SEATTLE, WA 98145-1686
INSURED
SEATTLE STYLE RESTAURANT
23820 HWY 99
EDMONDS, WA 98020
TLES CERYiPiCATH ZS ISSUED AS A MATTER OF:NFORMAT!ON ONLY AND CONFERS
NO RIGHTS UPON THE CERTERCATE HOLn��R. THIS CFRT!FtCATE DOES NOT AMEND,
EXTEND OR ALTER THE COVEnACE AFFORDED BY THE POLICIES BIELOW.
COMPANY
LETTER
A RANGER INSURANCE COMPANY
COMPANY
LETTER
COMPANY
LETTER
COMPANY
n
LErrER
COMPANY
LETTER
TH�'Z IS TO CERTIFY THAT POL1=`.S C'
NOTWi iMSTAND!NG A%Y TL,:XM Oil CONZ�Yi= OFANV =WRACT CA OTX7:.A E;CCUM;:klT Vfi7N RFSPECT TO VJX;CM TH's CRmYiF1'=TF_ �iAY
BE ISSU20 CA MAY PERT A6V, THZi INSL2QANCE A�:FCX531*.0 @V YME Polccl'-:0 iS SU2�_'-'CT TO ALL TH2 ENCLUS:wZ, ANI) CC.N!:.
TICNS OF SUCH POMCIES.
Co
LTR
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
DATE (MWdDDNY)
POLICY EXPIRATION
DATE (i%1.IWDDllYY)
LIABILITY LIMITS IN THOUSANDS
EACH
OCCURRENCE
AGGREGATE
A
GENERAL
LIABILITY
COMPREHENSIVE FORM
PREMISES/OPERATIONS
UNDERGROUND
EXPLOSION & COLLAPSE HAZARD
PRODUCTS/COMPLETED OPERATIONS
CONTRACTUAL
INDEPENDENT CONTRACTORS
BROAD FORM PROPERTY DAMAGE
PERSONALINJURY
SNO 50 06 47
7-5-86
7-5-87
BODILY
INJURY
$
$
XX
PROPERTY
DAMAGE
$
$
BI & PID
COMBINED
$ 500
$500
PERSONAL INJURY
$
AUTOMOBILE
LIABILITY
ANY AUTO
ALL OWNED AUTOS (PRIV. PASS.)
ALL OWNED AUTOS (OTHER THAN)
PRIV. PASS.
HIRED AUTOS
NON-OWNID AUTOS
GARAGE LIABILITY
BODILY
INJURY
(PER PERSON)
$
BODILY
IIJURY
(PER A=Eq
$
PROPERTY
DAMAGE
$
BI & PID
COMBINED
$
EXCESS LIABILITY
UMBRELLA FORM
OTHER THAN UMBRELLA FORM
Ell & PD
COMBINED
$
I
$
I
WORKERS' COMPENSATION
AND
EMPLOYERS' LIABILITY
STATUTORY
$ (EACH ACCIDENT)
$ (DISEASE -POLICY LIMIT)
$ (DISEASE -EACH EMPLOYEE)
OTHER
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHfCLES/SPECIAL ITEMS
CERTIFICATE COVERS TASTE OF EDMONDS, 12:01 AM 8-14-86 TO 12:01 AM 8-18-86
CITY OF EDMONDS
CITY HALL
EDMONDS, WA 98020
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX-
PIRATPPA DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY
OF ANY KIND UPON THE COMII(ANY, ITS AGENTS OR REPRESENTATIVES.
�co
LTR
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
DATE (MMIDDfYY)
POLICY EXPI RATION
DATE (MWODNY)
LIABILITY LIMITS IN THOUSANDS
EACH
OCCURRENCE
AGGREG ATE
GENERAL
LIABILITY
CBF45,03i49 oi
5/01/86
5/01/67
BODILY
x
COMPREHENSIVE FORM
INJURY
$
$
x
PROPERTY
DAMAGE
$
PREMISES/OPERATIONS
UNDERGROUND
EXPLOSION & COLLAPSE HAZARD
$
X
PRODUCTS/COMPLETED OPERATIONS
CONTRACTUAL
Ell & PD
COMBINED
$ o
s o
X
INDEPENDENT CONTRACTORS
X
rxx
BROAD FORM PROPERTY DAMAGE
X
PERSONALINJURY
PERSONAL INJURY
$ 500
AUTOMOBILE LIABILITY
900;LY
ANY AUTO
INJURY
(PER PERSON)
$
ALL OWNED AUTOS (PRIV. PPSS.)
SCDILY
ALL OWNED AUTOS (OTHER THAN)
PRIV. PASS.
(PER AYCC!oc..m
$
HIRED AUTOS
NON -OWNED AUTOS
PROPERTY
DAMAGE
$
GARAGE LIABILITY
ICOMBINED
BI & PD
$
EXCESS LIABILITY
UMBRELLA FORM
131 & PCI
COMBINED
$
$
OTHER THAN UMBRELLA FORM
WORKERS' COMPENSATION
AND
EMPLOYERS' LIABILITY
STATUTORY
$ (EACH ACCIDENT)
$ (DISEASE -POLICY LIMM
$ (DISEASE -EACH EMPLOYEE)
OTHER
ISSUE DATE (MM/DDNY)
7-31-86
PRODUCER
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND.
Niehl Insurance AGency
EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
3715 128th SE
Bellevue, WA 98006
COMPANIES AFFORDING COVERAGE
COMPANY A United Pacific/RF-liance
LETTER
COMPANY
LETTER B
INSURED
The Stuffed Shirt Catering, Co
9807 45th AVe. Sw
COMPANY
LETTER C
Seattle, Wa 98166
COMPANY
LETTER D
COMPAN
LETTER E
�THISWIS
TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.
NOT T,5t.,
NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY
BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS, AND CONDI-
TIONS OF SUCH POLICIES.
Co
LTR
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
DATE (MWDDNY)
POLICY EXPIRATION
DATE (MWDDNY)
LIABILITY LIMITS IN THOUSANDS
EACH
OCCURRENCE
AGGREGATE
A
GENERAL LIABILITY
X COMPREHENSIVE FORM
UP 0362902
5-24-86
5-24-87
BODILY
INJURY
$
$
PROPERTY
DAMAGE
$
$
PREMISES/OPERATIONS
UNDERGROUND
EXPLOSION & COLLAPSE HAZARD
—
PRODUCTSICOMPLETED OPERA11ONS
CONTRACTUAL
BI & PD
COMBINED
$ 500
$ 500
INDEPENDENT CONTRACTORS
BROAD FORM PROPERTY DAMAGE
PERSONALINJURY
PERSONAL INJURY
$
AUTOMOBILE LIABILITY
ANY AUTO
BODILY
INJURY
(PER PERSON)
$
ALL OWNED AUTOS (PRIV. PASS.)
ALL OWNED AUTOS (OTHER THANI
PRIV. PASS. I
BOOILY
INJURY
(PER AWDEND
$
PROPERTY
DAMAGE
$
HIRED AUTOS
NON -OWNED AUTOS
GARAGE LIABILITY
B1 & PD
COMBINED
$
EXCESS LIABILITY
UMBRELLA FORM
BI & PD
COMBINED
$
$
OTHER THAN UMBRELLA FORM
WORKERS' COMPENSATION
STATUTORY
$ (EACH ACCIDENT)
AND
EMPLOYERS' LIABILITY
$ (DISEASE -POLICY LIMM
$ (DISEASE -EACH EMPLOYEE)
OTHER
DESCRIPTION OF 0 ERATPNS/LOCATIONS H CLES/SPECIA� ITEMS
For tre Jaste ot T� estival, Edmonds, WA August 15, 16 and 17
Edmonds Chamber of Corrmerce
Po Box 146
Edmonds, Wa 98020
;IRA_T_1_0q_,p,A_T'E' 'THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
MAIL I U DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR UABIUTY
OF ANY KIND UPON THE COMPANY -ITS AGENTS OR REPRESENTATIVES.
CERTIFICATE OF IN*141W-ANCE
I ISSUE DATE (NIM/DDNY)
8-14-86
PRODUCER
THIS CERTIFirATE IS ISSUED AS A MATTER Or INFORMATION ONLY AND CONFERS
La Bow Haynes Co., Inc.
NO RIGHTS UPON THE CER—IFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,
EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLI C*IES BELOW.
P.O. Box 96760
COMPANIES AFFORDING COVERAGE
Bellevue, WA 98009
COMPAN
LETTER A Home Insurance Company
COMPANY
LETTER B
INSURED
Consolidated Restaurants, Inc.
P. 0. Box 360
COMPANY
LE=ER C
Mercer Island, WA 98040
COMPANY D
LETTER
COMPAN
LH1TEH E
COVERAGES
THIS IS TO CERTIFY THAT POLICIES
OF!NSUR-?tNCE LISTED RELOW HAVE BEEN
ISSUEDTO THE INSURED
NAMED ABOVE I -OR THE POLICY PERIOD INDICATED.
NOTWITHSTANDING ANY REQUIREMEN'r,
TERM 014 CONDITION OFANY CONTRACT
OR OTHER DOCUMENT
WITHi�FSPECT TO WHICH 1FIS CERTIFICATE
MAY
HE ISSUED OR MAY PERTAIN, Tlii�:NSUHANCE
AFFORDHO BY THE POI iCIFS DESCRifitz')
FEREIN IS
SUBJECT TO ALL T!W TERMS, EXCLUSIONS, AND
CONDI-
TIONS OF SUCH POLICIES.
PCL:GY FI-KcfivE
DATE (%1!,1[D0NY)
LTR
TYPE OF INSURANCE
POLICY NUMBER
PC'-:CY EXPiRAEON LIABILITY LIMITS IN THOUSANDS
DATE (MMMONY) EACH
OCCURRENCE
AGGREGATE
GL1488295
8-15-87
BOD!LY
INJURY
$
A
GENERAL LIABILITY
X COMPREHENSIVE FORM
8-15-86
$
PROPERTY
DAMAGE
$
$
PREIMISESIOPERATIONS
UNDERGROUND
EXPLOSION & COLLAPSE HAZARD
PRODUCTSICOMPLETED CPEPKIIC%TS
CC,'.'T8ACfUAL
31 & PD
COMSINED
$ 1000
$ 1000
NCEPENIIENT CONTRACTOHS
BROAD FORM PROP,-RTY DAMAGE
1000
PERSONAL AJURY
PERSONAL INJURY
$
ipin, FYRSO"�l $
AUTOMOBILE
LIAWLITY
ANY AUTO
ALL ONNED AUTOS (PRIV. PASS.)
ALL OWNED AUTOS (OTHER (HW
PRN. PASS.
621LY
(PER ACCZE.-,T)
$
PROPERTY
DAMAGE
$
HIREED AUTOS
I INN AUTOS
GARAGE LIAB11 ilit
BI & PD
COMBINED
$
EXCESS
LIABILITY
U!,IBRELLA FORM,
61 & PD
COMBINED
$
$
OTIIIER THANUMTRELLA FORM
WORKFRS' COMPENSATION
STATUTORY
T$- (EACH-ACC-T-EN11
AND
F$- (DISEASE-POL'CY LIMlill
EMPLOYERS' LIA,,�IIJTY
OTHER
(OISEASE-EACH EMPLOYEE;
DESCRIPTION OF OPE,9ATIONSfl-CCATIONSfVEHICLES/SPC—CIAL ITEMS
Evidence of Public Liability for Insured's participation "Bite of Edmonds" Aug. 15,16,17
Edmonds Chamber of Commerce is Named as Additional Insured. Citv of Fdmonds iq Nampd aq
City of Edmonds SHOULD ANY OFTHE ABOVE DESCRIBE!; POLICIES 13F CANCELLED BEFORE THE EX-
.-'Edmonds"hamber of Commerce PIRAT'ON -)AT,-' THEREOF, THF. ISSUING COMPANY WILL ENDEAVOR TO
C/O P.O. Box " B" MA1. 30 nAYS WR!Trs-.N NOTIC" I'D THE CERTIFICATE HOLDER NAMED TO THE
LF-Fr, BUT FAIR.UIRE TO MAI;. SU',:H NI�TICF SHALL'MPOSF NO OBLIGATiON OR LIARILITY
Edmonds, WA 98020 OF ANY K!Nr�' UPON THE COMPANY, IT` AGENT'S OR REPRESENTATIVES.
I Aumqmzi�D :-,FP,9E.SENT-Ary-§ --y , , j
PRODUCER
North City Ins.
15419 15th N.E.
Seattle, Wa 98155
363-6475
INSURED
Dan Samson
DBA: Danken's Inc.
5020 University Way N.E.
Seattle, Wa 98105
ISSUE DATE (MM/DDfYY)
8-13-86
THIS CERTIFICATE IS ISSUED AS A MATTEn OF IX;:O�,9ATIOM OMLV AND CONFERS
NO RIGHTS UPOW THE CIERT171CATE HOLDER. THIS C�-RYIFICATE DOES NOT A2n2RD,
ENTEK0 On ALYEA YK-'z COV20AGa AFF0201D W i�2 POLICIES 3,:ELOVJ.
COMPANY
LETTER
COMPANY
LETTER
COMPANY @
LETTER
COMPANY
LETTER
COMPANY
LETTER o
cc NJ FbIWES Z�Fpcnnlffl COVERAUE
Oregon �btmal Ins. Co.
TH73 IS TO CERTIFY THAT POLICIES OFiNSURANCE LISTED BELOVINAVE22ZEN ISSIJ:EDYOTVE- IXSUn:RD NA�,',ZD A20VE FOR THE PCI.!CV
NOYWiTHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF AMV COXTRACT OR OTKiA DOCW;,-7NT WITH R72SPECY TO WMICm TK,�S CEnTIFICN- 1��AV
32 ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRUED WaRzIm IS SU@JaCT TO ECL YHE YaRms, EXCLUSIONS, Akio CO%ml-
TIONS OF SUCH POLICIES.
co
�LTR
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
DATE (MMIDDNY)
POLICY EXPIRATION
DATE (MM/DDNY)
LIABILITY LIMITS N, TEOUSnNDS
EACH
1OCCURRENCE AGGREGATE
C-ZX-;RAL
LIASILITY
COMPREHENSIVE FORM
BSP311310
4-23-%
4-23-87
BODILY
INJURY
$
Ff
XX
PREMISESIOPERATIONS
UNDERGROUND
EXPLOSION & COLLAPSE HAZARD
PROPERTY
DAMAGE
PRODUCTS/COMPLETED OPERATIONS
CONTRACTUAL
BI & PD
COMBINED
$1,000
$1,000
INDEPENDENT CONTRACTORS
BROAD FORM PROPERTY DAMAGE
PERSONALINJURY
PERSONAL INJURY
AUTOMWILE LIABILITY
BODILY
ANY AUTO
INJURY
(PER PERSON)
ALL OWNED AUTOS (PRIV. PASS.)
BOMY
ALL OWNED AUTOS (OTHER THAN)
PRIV. PASS.
INJURY
(PER ACCIDENT)
$
PROPERTY
DAMAGE
$
HIRED AUTOS
NON,OWNED AUTOS
GARAGE LIABILITY
BI & PD
COMBINED
$
EXCESS LIABILITY
UMBRELLA FORM
81 & PD
COMBINED
$
OTHER THAN UMBRELLA FORM
I
IMOAKERS' COMPENSATION
AND
ZKoPLOVERS' LIABILITY
STATUTORY
$ (EACH ACCIDENT)
$ (DISEASE -POLICY LIMIT)
$ (DISEASE -EACH EMPLOYEE)
WINER
DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS
as repsects the 3 day event being held :In Edmonds -Taste of Edmonds 8-15-86, 8-16-86, 8-17-86
$MOULD AiW OF TV.,- A30V2 GaSCRIDEDIPOLIC!-_3 EDE CANCELLED 3:,:;7OR:i YW� EN -
City of Edmonds and Edmonds Cahmber of Camierce PIRAYIO;� DAYE YNF1211-:07, THE ISSUINC CO.':PAMV WILL ENDEAVOR" YO
-:MY[7:CAYF Nowzn Yo Yx--
10 DAVS wAITYc':'1 xOyIc:i TO YX2 C-
FO Box B F
I-E,-T, BUY PA!LtJX!-: YOMAIL SUCM XOYIC,77. SMALL C:POSE NO OzLIQAYIOm On L!As1rN
'D UPO'N TKE COMPANV, ITS AGENTS OR RZ-PRE&�NYATIVES.
Edmonds, Wa 98020 OF ANV KIX k
c/o Diddson Ins. AUTHORIZED REPRESENTATIVE
PRODUCER
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,
Parker Smith and Feek
EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
1919 Bank of California Center
Seattle, WA 98164
COMPANIES AFFORDING COVERAGE
COMPAN
A
LETTER General Ins. Co.
COMPANY
LETTER
INSURED
Anthony's Home Port Restaurant
COMPANY
Edmonds Marina
LETTER C
Railroad Avenue
COMPANY D
Edmonds, WA 98020
LETTER
COMPAN
E
LETTER
THIS ISTO CERTIFY THAT POLICIES OFINSURANCE LISTEDBELOWHAVE
BEEN ISSUEDTOTHE INSUREDNAMED ABOVE FOR THEPOLICY PERIOD INDICATED.
NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY
BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS, AND CONDI-
TIONS OF SUCH POLICIES.
Co
LTA
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTM
DATE (MMIDW
POLICY EXPIRATION
DATE (MM/DDNY)
LIABILITY LIMITS IN THOUSANDS
EACH
OCCURRENC
AGGREGATE
GENERAL LIABILITY
-3z-
BODILY
$
$
A
COMPREHENSIVE FORM
INJURY
PROPERTY
s
$
PREMISESIOPERATIONS
UNDERGROUND
DAMAGE
EXPLOSION & COLLAPSE HAZARD
PRODUCTSICOMPLETED OPERATIONS
CP 0850417-B
12/5/85
12/5/86
CONTRACTUAL
81 & PD
COM13INED
$300
$ 300
INDEPENDENT CONTRACTORS
BROAD FORM PROPERTY DAMAGE
PERSONALINJURY
PERSONAL INJURY
$
AUTOMOBILE LIABILITY
BODILY
INJURY
$
ANY AUTO
(PER PERSON)
ALL OWNED AUTOS (PRIV. PASS.)
BODILY
ALL OWNED AUTOS (OTHER THAN)
PRIV. PASS.
hWURY
M AODDEIM
$
"n
PROPERTY
HIRED AUTOS
NON -OWNED AUTOS
DAMAGE
BI & PD
$
GARAGE LIABILITY
COMBINED
EXCESS LIABILITY
UMBRELLA FORM
BI & PD
COMBINED
$
$
OTHER THAN UMBRELLA FORM
STATUTORY
WORKERS' COMPENSATION
$ (EACH ACCIDENT)
AND
$ (DISEASE -POLICY LIMIT)
EMPLOYERS' LIABILITY
$ (DISEASE -EACH EMPLOYEE)
OTHE
DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS
City of Edmonds is listed as additional insured as respects their interest
may appear with reference to the Taste of Edmonds.
Edmonds Chamber of Commerce
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CA14CELLED BEFORE THE EX-
c/o:Stan Dickison
PIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
MAIL 1 Q DA S WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
T
PO Box B
LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY
Edmonds, WA 98020
OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
AUTHORIZED REPRESFNTATIVE
PRODUCER
INSURED
Andre -Romberg Agency
Washington Trust Financial Center
Spokane, WA 99210
Yodo I o
61 7 West Kinnear Place
Seattle, WA 98109
I J1 k" r ISSUE DATE (MMIDDNY)
8/14/86
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,
EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
COMPANIES AFFORDING COVERAGE
COMPAN
LETTER Y A American States Ins Co
COMPANY
LETTER B
COMPANY c
LETTER
COMPAN
LETTER D
COMPAN
LETTER E
THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN iSSUEDTO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.
NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY
BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS, AND CONDI-
TIONS OF SUCH POLICIES.
co
LTR
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
DATE (MMMDNY)
POLICY EXPIRATION
DATE (MMIDONY)
LIABILITY LIMITS IN THOUSANDS
EACH
OCCURRENCE
AGGREGATE
A
GENERAL
LIABILITY
COMPREHENSIVE FORM
BODILY
INJURY
$
$
PROPERTY
DAMAGE
s
$
PREMISES/OPERATIONS
UNDERGROUND
EXPLOSION & COLLAPSE HAZARD
B&PD
COMBINED
$ 500
$500
PRODUCTS/COMPLETED OPERATIONS
CONTRACTUAL
01 AP 079986-1
l/l/86
l/l/87
INDEPENDENT CONTRACTORS
BROAD FORM PROPERTY DAMAGE
PERSONALINJURY
PERSONAL INJURY
$
AUTOMOBILE LIABILITY
BoDly
ETURY
$
ANY AUTO
(PER PERSOI4
ALL OWNED AUTOS (PRIV. PASS.)
ALL OWNED AUTOS (OTHER THAN)
PRIV. PASS.
BODILY
WURY
(PER AWDENTI
$
PROPERTY
DAMAGE
s
HIRED AUTOS
NON -OWNED AUTOS
BI & PD
COMBINED
$
GARAGE LIABILITY
EXCESS LIABILITY
UMBRELLA FORM
BI & PD
COMBINED
$
$
OTHER THAN UMBRELLA FORM
STATUTORY
WORKERS' COMPENSATION
$ (EACH ACCIDENT)
AND
$ (DISEASE -POLICY LIMIT)
EMPLOYERS' LIABILITY
$ (DISEASE -EACH EMPLOYEE)
THER
DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLESISPECIAL ITEMS
City of Edmonds is listed as addIl insured as respects their interest may
appear with reference to the Taste of Edmonds.
Edmonds Chamber of Commerce
c/o:Stan Dickison
PO Box B
Edmonds, WA 98020
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX-
PIRATIO1 DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
MAIL. 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY
OF ANY KIND UPON THE, COMPANY, IP"MTkNTS OR REPRESENTATIVES.
AUTHORIZED REPRESEPY�TIVE
Le
PRODUCER
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,
EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
R. H. LUNDBERG & CO.,INC.
COMPANIES AFFORDING COVERAGE
9750 3rd NE
SEATTLE, WA 98121
COMPAN
A
LETTERY
AMERTCAN STATES TNI;TIRANCF COMPANY
COMPANY n
LETTER
INSURED
COMPANY c
PARISI BROTHERS
LETTER
COMPAN
D
3620 LINDEN N.
SEATTLE, WA 98133
LETTERY
COMPAN
E
LETTERY
COVERAGES
THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUEDTO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.
NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY
BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS, AND CONDI-
TIONS OF SUCH POLICIES.
CID
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
POLICY EXPIRATION
LIABILITY LIMITS IN THOUSANDS
, ,
EACH
OCCURRENCE
AGGREGATE
LTR
DATE (MM/DDNY)
DATE (MM/DD/YY)
GENERAL
LIABILITY
B ODI L Y
$
$
XX
A
COMPREHENSIVE FORM
46-1--90420
7-14-86
7-14-87
INJURY
PROPERTY
$
$
PREMISES/OPERATIONS
UNDERGROUND
DAMAGE
EXPLOSION & COLLAPSE HAZARD
PRODUCTS/COMPLETED OPERATIONS
CONTRACTUAL
Ell & PD
COMBINED
$
$
INDEPENDENT CONTRACTORS
500
500
BROAD FORM PROPERTY DAMAGE
PERSONALINJURY
PERSONAL INJURY
AUTOMOBILE LIABILITY
BODILY
INJURY
ANY AUTO
(PER PERSON)
BODILY
ALL OWNED AUTOS (PRIV. PASS.)
INJURY
$
ALL OWNED AUTOS (OTHER THAN)
PRIV. PASS.
(PER ACCIOEq
HIRED AUTOS
PROPERTY
DAMAGE
s
NON,OWNED AUTOS
GARAGE LIABILITY
81 & PD
$
COMBINED
EXCESS LIABILITY
UMBRELLA FORM
Ell & PD
COMBINED
$
OTHER THAN UMBRELLA FORM
STATUTORY
WORKERS' COMPENSATION
(EACH ACCIDENT)
AND
(DISEASE -POLICY LIMIT)
EMPLOYERS' LIABILITY
(DISEASE -EACH EMPLOYEE)
OTHER
DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS
CERTIFICATE COVERS TASTE OF EDMONDS, 12:01'AM 814-86 TO 12:01 AM 8-18-86
E3=---
MT
'qmwQI.11110111
CITY OF, EDMONDS
SHOU LD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX-
SHO'
CITY HALL
PIRA
PIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
MAIL
MAILNIA DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
EDMONDS, WA 98020
LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY
LEFT
OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
OF A
UT C
AUTFKORIZ)71`177A��,,,,".�
(2/84) @ i�R/ACORD TION 1984
'dw� A .01, 'm
IL
%wtill%jo MIL Lw7il I -4LWA M
a -TA Lwl
I ll� 8-13-86
PRbDUCER
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
BRUNNI-COLBATH, INC.
NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,
EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
INSURANCE AGENTS AND BROKERS
104-5th AVENUE SOUTH * P.O.BOXJ
COMPANIES AFFORDING COVERAGE
EDMONDS, WASHINGTON 98020
(206) 778-3177
COMPANY A
LETTER WESTERN INS. COMPANY
COMPANY
INSURED
LETTER
COMPANY
C
EDMONDS CHAMBER OF COMMERCE
LETTER
315 MAIN ST.
COMPANY D
EDMONDS, WA. 98020
LETTER
COMPAN
E
LETTERY
THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE
BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.
NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY
Ic
BE SSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS, AND CONDI-
TIOQ OF SUCH POLICIES.
CO
LTR
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
DATE (Mk4/DD/YY)
POLICY EXPIRATION
DATE (M.VdDDNY)
LIABILITY LIMITS IN OUSANDS
EACH
OCCURRENCE—
AGGREGATE
GENERAL
LIABILITY
BODILY
x
COMPREHENSIVE FORM
LC 594 65 29
9-23-85
9-23-86
INJURY
$
$
PROPERTY
PREMISES/OPERATIONS
UNDERGROUND
DAMAGE
$
$
EXPLOSION & COLLAPSE HAZARD
PRODUCTSICOMPLETED OPERATIONS
CONTRACTUAL
Ell & PCI
COMBINED
$1,000
$1,000
v
INDEPENDENT CONTRACTORS
BROAD FORM PROPERTY DAMAGE
PERSONALINJURY
PERSONAL INJURY
$1,000
AUTOMOBILE LIABILITY
8C3:LY
ANY AUTO
ilmlly
(PER PERST4
$
ALL OWNED AUTOS (PRIV. PASS.)
Booly
ALL OWNED AUTOS (OTHER THAN)
Il%uRY
(PER ACDOUff)
$
PRIV. PASS.
X HIRED AUTOS
PROPERTY
X NON -OWNED AUTOS
DAMAGE
$
GARAGE LIABILITY
Ell & PD
COMBINED
$1,000
EXCESS LIABILITY
UMBRELLA FORM
Ell & PO
COMBINED
$
$
OTHER THAN UMBRELLA FORM
STATUTORY I
WORKERS' COMPENSATION
$ (EACH ACCIDENT)
AND
$ (DISEASE -POLICY LIMIT)
EMPLOYERS' LIABILITY
(DISEASE -EACH EMPLOYEE)
OTHER
DESCRIPTION OF OPERATIONSILOCATIONSNEHICLES/SPECIAL ITEMS
RE: TASTE OF EDMONDS, AUG. 15 thru AUG. 17 - CITY OF EDMONDS AND IT'S EMPLOYEES ARE NAMED
AR ADnTTTONAT, INSUREDS PER AGREEMENT AS RESPECTS THIS EVENT.
BUILDING SHOULD ANY OF THE ABOVE DIESCH13F.0 POLICIES BE CANCELLED BEFORE THE EX -
CITY OF EDMONDS PIRATION DATL THEREOF, 7HE ISSU-= COMPANY WILL ENDEAVOR TO
MAIL 10 DAYS WRITTEN NOTICE TO THE C�-.FITIFICATE HOLDER NAMED TO THE
CITY HALL LEFT QJT FAII URV TO MAIL SUCH NOT iCE SHALL IMPOSE NO OBLIGATION OR LIABILITY
EDMONDS, WA. 98020 AUG 13 1986 ' AI""
ON THE COMPANY, ri-S AGENTS ON REPRESENTATIVES.
OF AN�_ p "'
AUIE-1082WAEPRESENTATIVE /_�7
1711il'7 ISSUE DATE (MM/DD/YY)
aj ililil 7-14-86
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,
EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Puget Sound Insurmen, Inc. COMPANIES AFFORDING COVERAGE
P.O. Box 25747
Seattle, Washington 98125 COMPANY A Church Mutual Insurance Company
LETTER
COMPAN
INSURED LIETTERY B
COMPANY c
Seattle Vietnamese Christian LETTER
Fellowship COMPANY
P.O. Box 241 LETTER
Mountlake Terrace, Wa. 98043 COMPANY
THIS 13 TO CFRTff-`Y THAT POLICIES GFINSURANCE LISTED BELOWHAVE 0�'.F.N NAMED AlBOVE' FOR THE POLiCY FERIODiNUICATLD.
NOTWITHSTANDING ANY 1-WiUIREMENT, TERM OR CONT)IT!0H OF ANV Cml OR OTF�'_-':] UDGWVRENT WT,"M RESPECTTO WHICH' 11'S CER","!FICATF MAY
BE ISSUED CR MAY PERTAIN, Th'_:!%3WRA4C�! AF-VORDEDBY THE POLICHES IS SU9JE'_T':C A;.L THE 1L.RMS, :,:XCL6'CXS, AND CON"01
TIONS OF &13CH 13011CIES.
C POLICY EFFECTIVE POLICY EXPRATIMI LIABILITY LIMITS IN THCU0AE3___
0 TYPE OF INSURANCE POLICY NUMBER �OCCEUACH��
LTR DATE (e1,!PJOD/YY) DATE
AGGREGATE
GE14EFZAL LIAUILITY BODILY $
INJURY
A COMPREHENSIVE FORM 071456-02-163588 3/15/85 3/15/88
PRELISESIOPERATION'S PROPERTY
UNnERGROUND DAMAGE 4) $
EXPLOS:ON & CCLLAPSE HAZARD
FRCDLICTSICO.�,?LETED CFERATIC�S BUILDING BI & PD
CONTRP.CTUAL COMMINED $ 300, $300,
INCEPENDEW CONTRACTORS
BROAD FORM PROFERTY 00AGE AUG 13 1986
PERSCI!AL INJURY PERSONAL INJURY $300,
I 17� -
AUTOM0,911-11 �')A911 1Y
$
AN"!
ALL (,:;1:V.
$
ALL U,'�%LJ A� 1 CS
Pilff PASS. i
HIRED AUTOS PROP,
DAMAGE
%I TOS $
CIARAGE LIABILITY BI & PD
COMBINED $
EXCESS LIABILITY
BI & PD
UMBRELLA FORM COMBINED $ $
OTHER THAN U,,SRELLA FORM
WORKE'RS'COVPE___ STATUTORY
AND NSATiON __T$ (EACH ACCIDENT)
hOAJ (DISEASE -POLICY LIMIT)
EIAPLOYFRS' LIABIUTY XJ 1$
Opf (DISEASE -EACH EVPLOYEE)
OTHER
15
L
DESCRIPTION OF OPERATIONS/LOCATION;VE�I!
Concession Stand at the Taste of Edmonds, Edmonds, Washington on August 15, 16 & 17, 1986
only.
City of Edmonds & Edmonds Chamber SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX-
PIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
of Commerce MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
C/O Valerie Dickison LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY
OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
P.O. Box B W 4,
AUTHORIZED REPRESE) 1�11
5$
C", Alp ,
Edmonds, Wa. 98020 1 �g.�4
ir�'ffl
ISSUE DATE (WW/DD/Y-Y)
7-23-86
PRUDUCER
Rogers, Fitzwalter & Powell
2828 S. W. Corbett, Suite 229
Portland, Oregon 97201
(503) 227-2246
INSURED
TERIYAKI STEAK & SEAFOOD HOUSE AND
BOB JORGE (CHAT AND CHEW)
P. 0. Box 778
Lake Oswego, Oregon 97034
nus CHAT�FICATH IS ISSUED AS A MATTER OF !NFORMA*f;ON ON!,V AND CONFFRZ,
NO RIGPTS UPON THECERTWICAn: HOLDEA. THIS CERTIFICATE DOES NOT AMEND,
EXTEND OR ALTrR THE covERAGi AFFORDED 13Y THE POLICIES BELOW.
COMPANIES AFFORDING COVERAGE
COMPANY
LETTER A American States Insurance Company
COMPANY
LETTER
COMPANY c
LETTER
COMPAN
LETTERY D
COMPAN
LETTER E
THIS IS TO CERTIFY THAT POLICIES OFINSURANCE LISTED BELOW HAVE BEEN ISSUEDTOTHE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.
NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY
BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS, AND CONDI.
TIONS OF SUCH POLICIES.
CO
LTR
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
DATE (MINCI)NY)
POLICY EXPIRATION
DATE (MMMDNY)
LIABILITY LIMITS IN THOUSANDS
EACH
OCCURRENCE
AGGREGATE
GENERAL LIABILITY
BODILY
A
X COMPREHENSIVE FORM
01-AP-094590-1
2-24-86
2-24-87
INJURY
$
$
PROPERTY
DAMAGE
$
$
PREMISES/OPERATIONS
UNDERGROUND
EXPLOSION & COLLAPSE HAZARD
X PRODUCTS/COMPLETED OPERATIONS
BUILDIN6
X CONTRACTUAL
Ell & PD
COMBINED
$ 300
$ 300
X INDEPENDENT CONTRACTORS
X BROAD FORM PROPERTY DAMAGE
AUG 13 1986
X PERSONALINJURY
PERSONAL INJURY
$ 300
AUTOMOBILE
LIABILITY
8031Y
ANY AUTO
11WRY
(PER PERSON)
$
ALL OWNED AUTOS (PRIV. PASS.)
8001Y
ALL OWNED AUTOS (OTHER THAN)
PRIV. PASS.
UJURY
(PER ACCIDENT)
$
PROPERTY
$
HIRED AUTOS
NON -OWNED AUTOS
GARAGE LIABILITY
EXCESS LIABILITY
UMBRELLA FORM
BI & PD
COMBINED
$
$
OTHER THAN UMBRELLA FORM
STATUTORY T_
WORKERS' COMPENSATION
$ (EACH ACCIDENT)
AND
EMPLOYERS' LIABILITY
$ (DISEASE -POLICY LIMrO
$ (DISEASE -EACH EMPLOYEE)
OTHER
DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS
All operations of the named insured as covered hereunder.
Edmonds Chamber of Commerce
P. 0. Box 146
Edmonds, Washington 98020
Attention: Barbara Kindness
SMOULD ANY OF THE: ABOVE DESMUSED POLICIES HE CANCrLI.ED BEFORE THE EX-
PIPAT'ON DATE THEREOF, THE ISSUING CO.-.!PANY WILL ENDEAVOR TO
MAiL. ten DAYS WRITTEN NOTICE TO THE CERYTF!CATH HOLDER NAMED To THE
ij:1,"I'l �'
. .�LITFA!I_ � TO MAIL SUCH NOTICE SHALL INK"OSE NOC13141GATION OR LIABILITY
OF ANY KIND I T 4L: COMPANY, 1TS NEN%'3,0il REPM-iSENTATIVES.
AUYXORIZED REPNESROMTiVI A I --A * -1— 1-4--
4
PRqDU6ER
Fred S. James & Co. of Wa.
1700 Fourth & Blanchard Bldg.
Seattle, Wa. 98121
INSURED
George Bacolas
dba Giorgio's
4545 University Way N.E.
Seattle, Wa. 98105
ISSUE DATE (MM/DDNY)
7-29-86
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,
EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
COMPANIES AFFORDING COVERAGE
COMPANY
A Ranger Insurance
LETTER
COMPANY
B
LETTER
COMPANY
c
LETTER
COMPAN
D
LETTER
COMPAN
E
LETTER
THIS IS TO CEATIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.
NnTWITWQTAhInWf.' AFIV PPn111QrAAPMT Tr:uu nn nnxiniTinm np Amv rn?dTQA('T nQ nTl4r-n nnrtjMFMT WIT14 A;:qPFVT Tn WHI('N T;41q nPRTIVIrATF MAV
BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS, AND CONDI-
TIONS OF SUCH POLICIES.
CO
LTR
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
DATE (MINDONY)
POLICY EXPIRATION
DATE (&9.1/DD/YY)
LIABILITY LIMITS IN THOUSANDS
EACH
OCCURRENCE
A
A
GENERAL LIABILITY
X COMPREHENSIVE FORM
SMP 32 75 25
.12-8-85
12-8-86
BODILY
INIURY
$
$
PROPERTY
DAMAGE
$
$
X PREMISES/OPERATIONS
UNDERGROUND
E)(PLOSION & COLLAPSE HAZARD
• PRODUCTS/COMPLETED OPERATIONS
• CONTRACTUAL
NUILDING
BI & PD
COMBINED
$500
$ 500
X INDEPENDENT CONTRACTORS
• BROAD FORM PROPERTY DAMAGE
AUG 13 1986
I
• PERSONALINJURY
PERSONAL INJURY
$ 500
AUTOMOBILE
LIABILITY
ANY AUTO
BODILY
IIWURY
(PER PERSO,'4)
$
ALL OWNED AUTOS (PRIV. PASS.)
ALL OWNED AUTOS (OTHER THAN)
PRIV. PASS.
BOO:LY
(PER AMORIT)
$
PROPERTY
DAMAGE
$
HIRED AUTOS
NOI-OWNID AUTOS
BI & PD
COMBINED
$
GARAGE LIABILITY
EXCESS LIABILITY
UMBRELLA FORM
H
B &PD
C16MBINED
$
$
OTHER THAN UMBRELLA FORM
WORKERS' COMPENSATION
AND
-1
STATUTORY
$ (EACH ACCID-mly
$ (DISEASE -POLICY LIMIT)
EMPLOYERS' LIABILITY
$ (DISEASE -EACH EMPLOYEE):i
OTHER
BUILDING
N OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS
Taste of Edmonds August 15, 16 & 17 AUG 13 1986
4:11 liTTIM51 M ' 0
The City of Edmonds & The Edmonds SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX-
SHOU
Chamber of Commerce PIRAT19.f-� DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
MAIL- 4:11 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
% Dickinson Ins. Agency LEFT, BUT FAILURE 110 MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY
:
OF A�Y KIND UPO
P.O. Box B ffyE COMPANY, ITS AGENTS OR REPRESENTATIVES.
04
MN&EEdmonds, Wa. 98020 AUT: ED REP
A" RTI
CE FICAT
I OF I ISSUE DATE (MMIDDNY)
7/31/86
PR6bUCER
THIS CER,rIFICATEIS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
A. T. I
NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEN%
EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
1 022 NORTHEAST 65TH
EATTLE, WA. 98115
COMPANIES AFFORDING COVERAGE
COMPANY A GREAT AMERICAN SURPLUS LINES INS. CO.
LETTER
INSURED
COMPANY B
LETTER
PETE KINNEY DBA EAST COAST
STEAKS
CHEESE COMPANY c
LETTER
6841 24TH N.E.
SEATTLE, WA. 98115
COMPANY D
LETTER
COMPAN
LETTERY E
THIS 13 TO CzRTiFv THAT POT.ICIES 0F7NSIJRANCE LISTE133FLOWHAVP BE2M NAMR1 ABOVE FZR THEVOLICY PERIODINDICATED.
NO�,WiTHS7ANDING ANY '2,M Cit CCNl:iT!ZN CF ANY CCNTRACTO�� CTIF�.H!3t)CUMEN'T WITH RESPECT TO WHICH THIS CERTIFICATE MAY
1 -1 1: T�
_) nZ
BE iSSUMT)CR MAY PrInTAIN, oC:LlMj-.l 4 48SU2Jr: T TO AIJ. T,�� TERMS, EXCILUSIONS, AND CON01-
T',ONS OF SUCH POLICIES.
CO
:LTR
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
DATE (,W,JDD/YY)
POLICY EXPIRATION
DATE (.;.%fdDD/YY)
LIABILITY LIMITS IN THOUSANDS
AGGREGATE
BODILY
INJURY
EACH
OCCURRENCE
A
GENERAL
LIABILITY
COl.`IPREHENSiVE FORM
CL 51936
5/17/86
5/17/87
$
$
PROPERTY
DAMAGE
$
$
PREMISES/OPERATIONS
UNDERGROUND
EXPLOSION & COLLAPSE HAZARD
PRODUCTS/CCMPUETED OPERATIONS
CONTRACTUAL
BUILDING
BI & PD
COMBINED
$ 500
s 500
INDEPENDENT CONTRACTORS
BROAD FOR,*,l PROPERTY DAMAGE
PERSO,'�IAL INJURY
AUG 13 1986
PERSONAL INJURY
$
SPECIAL LIAB. ENDT
X
AUTOMOBILE
LIABILITY
ANY AUTO
(PER P-cRSG'4)
$
ALL OWNED AUTOS (PRIV. PASS.)
ALL OWNED AUTOS (OTHER THAN)
PRiV. PASS.
8001Y
!%�JRY
�Pcll AW.N,M
$
HIRED AUTOS
i , - WN D AUTOS
PROPERTY
DAMAGE
I$
GARAGE LIABILITY
81 & PD
COMBINED
$
EXCESS LIABILITY
UMBRELLA FORM
Ell & PD
COMBINED
$
$
OTHER THAN UMBRELLA FORM
WORKERS' COMPENSATION
AND
EMPLOYERS' LIABIL17Y
STATUTORY
$ (EACH ACCIDENT)
$ (DISEASE -POLICY LIMIT)
$ (DISEASE -EACH EMPLOYEE)
OTHER
DESCRIPTION OF OPERATIOiNS/LCCATIOiNSNEHICLES/SPECiAL ITEMS
REFRESHMENT STANT AS RESPECTS
THE TASTE OF EDMONDS 8/15, 16 & 17,1986
f�v mwjqimvw�
VEDMONDS CHAMBER OF COMMERCE
CITY OF EDMONDS
C/O STAN DICKISON
& THE ANY 07 Y!"i-, A13CV:H !33r-.SrHJ3f:;) PC�.=F-G I'liz. CANCE.11A.I'u BEFORE ii i�
PIRATION UA','�: THEREOF, THE-. ISSUING CCIVIPANY WILL ENOFAV T
i
MAIL I�AVS WRITTEN NOTICE TO THF CERT;FICATE HOLDEH NAMED NE
TO MAIL SUCH NCTiCE SHALL IMPOSE NO ORI Ir.ATinN nw- anti I
P*. 0. BOX B OF ANY KIND UPONTHE �,"PAN�, ITS AGENTS OR
AUTHORIZED REPRESENT��
'oe
q/
EDMONDS, WA. 98020 1
aord, I j Lq-, y t iSSUC DATE (MM/DWYY)
August 4, 1986
PnODUCER THIS CERI ' IFICAT. IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UP3N THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,
M.END OR ALTFR rHE COVERAGE AFFORDED BY THE POLICIES BELOW.
WESTAR INSURANCE AGENCY, INC.
3633 136th Pl. S.E. COMPANIES AFFORDING COVERAGE
P.O. Box 1607
Bellevue, WA 98009 COMPAN
LETTER A AMERICAN STATES
COMPANY
INSURED Lh-rrER
COMPANY c
CANDYCO, INC. DBA SWEETS, LETTER
A Washington Corporation COMPAN
14940 N.E. 31st Circle Blvd., E. LE17ER Y D
Redmond, WA 98052 COMPANY E
LETTER
THIS ISTO CERT.,F-YTHAT 1401-1CIESCF1,14SURANCH iNSUREDINAIVED ABOVEFOR THLPOLICY PEWOPINDICATED.
NOTWITHSTANDING ANY REQ;ARVM�_�Nr, T!7IM 0-4 Cf�'NUIT!ON OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICHTHiS CERTIFICATE MAY
BE ISSUF.�) -R MAY PERTAIN, THE INSURANCE PFFORD-1-11-, 13Y %lir'. POLIC!ES II!iR2N IS SUWECT TO Al.11. THF TERMS, EXVf_.UV*!ONS, AND 1110!401.,
TIUNS Of- SijCH FOLICII.s.
Co
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
DATE (.'.1'1JOD1YY)
POLICY EXPIRATION
DATE
LIABILITY LIMITS IN THOUSANDS
_____�EACH
LTR
I L DING
OU�URRFNCE .
AGGREGATE
GENERAL LIABILITY
BODILY
X COMPREHENSIVE FORM
AUG 13 1986
INJURY $
$
PREMISES/OPERATIONS
PROPERTY
UNDERGROUND
DAMAGE
$
$
EXPLOSION & COLLAPSE HA7APO
PRODUCTS/CC11PLETED OPERATIONS
CONTRACTUAL
EII & PD
COMBINED
$1,000
$1,000
A
x INDEPENDENT CONTRACTORS
WP077330
5/l/86
5/l/87
BROAD FORM PROPERTY DAMAGE
PERSONAL [%,JURY
B0126278
PEBSONAL INJURY
K1, y
$ 1 '000
AUTOMOBILE"
LIABILITY
ANY AUTO
%JNY
$
ALL CINNED AUTOS (PRJV. PASS)
ALL O',7NED AUTOS (OT�'ER THAN)
PRiV. PASS.
. FE-I
$
HIRED AUTOS
PROPERTY
NIONOWNE0 AUTOS
DAMAGE
$
GARACE UABILITY
11
BI & FD
COMBINED
$
EXCESS LIABILITY
UMBRELLA FORM
CB 106M [PI DI E
L0$
$
OTHER THAN UMBRELLA FORM
STATUTORY
WORKERS' COMPENSATION
T$ ( ACH ACCIDENT)
AND
$ - (DISEASE -POLICY LIMIT)
EMPLOYERS' LIABILITY
$ (DISEASE -EACH EMPLOYFF)
OTHER
DESCRIPTION OF UPL-RAIIUNS/LOGATIONSNFHIGLES/SPE(;IAL ITEMS
As respects the Taste of Edmonds, August 15, 16 & 17, 1986.
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX -
CITY OF EDMONDS PIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
Chamber of Commerce LEFT, BUT FAILURE TO MAIL SUCH NOTICE SMALL IMPOSE NO OBLIGATION OR LIABILITY
P.O. Box B OF ANY KIND UPON ;ME gqMPANY, IW "ENYS OR REPRESENTATIVES.
Edmonds, WA 98020 AUTHORIZED REPFIES(�4fIV14A,",
^PorAV41
-1 -.TLI--N ISSUE DATE (,MVIDDNY)
6-3-86
PRODUCER
'rills CERTIFICATE 1,11) ISGUM) AVP A MATrFA OF INFORMATION ON5.V AND CONFERS
NO XIaHTS UPONTHE CERTIFICATE HOLUER. THIS CERTIFICATE DOES NOT AMEND,
Erwin Dow & Company, Inc.
MEND
OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
83 South King Street
Suite 414 .
COMPANIES AFFORDING COVERAGE
Seattle, Washington 98104
COMPAN
LETTER Y
A Travelers Insurance Company
COMPANY
n
INSURED
LETTER
NO
Cafe Loc
COMPANY
C
407 Broad
LETTER
Seattle, WA 98109
COMPAN
D
LETTER
COMPANY
E
LETTER
THIS IS TO CERTIFY THAT POMCIED OVD401JERANCE LISTtDBZL0WHAVF HEEN ISSUEDTOTHE INSUREDNAMFn AROVE FORTHFPOLICY PERIOD INDICATED.
I yr. M
NOTWITHSTANDING ANY REQU;I-WMENI'w TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT Wi-rH RESK-'CT TO WHICH T141S CE-RTIF CA . AY
BEASSUED OR MAY PERTAIN, THII INSURANCE AFFORDED BY THE POLICIES DESCRIBFU H:,-,:REiN ES SUEMFCT TO ALL THE TERMS, EXCLUSIONS, AND COND'
T!ONS OF SUCH POLICIES.
co
LTR
TYPE OF INSURANCE
POLICY NUMBER
RLICY EFFECTNE
12ATE (%1%JCDNY)
FOUCY EXPRATID11
DATE (,1f!JGWffl
LIABILITY LIMITS IN THOUSANDS
EACH ---
OCCURRENCE
AGGFIEGATE
A
GENERAL LIABILITY
—x COMPREHENSIVE FORM
650-404F977-0-COF-85
08/10/85
08/10/86
BODILY
1NJuRY
$
$
PROPERTY
DAMAGE
$
$
X PREMISES/OPERATIONS
UNDERGROUND
EXPLOSION & COLLAPSE HAZARD
BI & PD
COMBINED
$ 500
$ 500
PRODUCTS/C0,10LETED OPERATIONS
X CONTRACTUAL
BUILDINd
x INDEPENDENT CONTRACTORS
BROAD FORM PROPERTY DAMAGE
AUG 13 1986
X PERSONALINJURY
PERSONAL INJURY
$ 500
A—
AUTOMOBILE
LIABILITY
ANY AUTO
ALL OWNED AUTOS (PRIV. PASS.)
ALL OWNED AUTOS (OTHER THAN)
PRIV. PASS.
650-404F977-0-COF-85
08/10/85
08/10/86
IR 1'�;I)
$
X
EMU
(FER ACCCEIM
$
HIRED AUTOS
NON -OWNED AUTOS
PROPERTY
DAMAGE
$
X
GARAGE LIA31LITY
BI & PD
COMBINEDJ$
500
EXCESS LIABILITY
x UNIBRELLA FORM
X3-CUP-977FO10-1-85
08/10/85
08/10/86
111 & PD
COMBINED
$ 1000
$ 1000
OTHER THAN UMBRELLA FORM
WORKERS' COMPENSATION
STATUTORY I
$ (EACH ACCIDENT)
AND
EMPLOYERS' LIABILITY
$ (DISEASE -POLICY LIMIT)
$ (DISEASE -EACH EMPLOYEE)
OTHER
DESCRIPTION OF OPERATIONS/LOCATIO SIVEHICLESISPECIAL ITEMS
August 15, 16 & 17
Taste of Edmonds SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX -
PIRATIC DATE THEREOF, THE !SSUING COMPANY WILL ENDEAVOR TO
P. 0. Box 146 MAIL 3 DAYS WRITTEN NOTICE TO THE CERTIFsCATE FOLDER NAMED TO THE
Edmonds, Washington 98020 tS-FT, BUT FAILURE TO MAIL SUCH NOTICE SHALL. IMPOSE NO OBLIGATION OR ��ABIL7Y
OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPREGFNTATIVES.
IAUTHORIZED,14EPRESENTATiVE - -
, 4 �
ISGUE' I)A,'E (M�i,1001YY)
8-4-86
JACK ALLEN AGENCY
8923 - 242nd. St. S.W.
Edmonds, Wa. 98020
INSURE-D
Ziegler's Bratwurst Haus
18215 - 42nd. Ave. W.
Lynnwood, Wa. 98036
YFIG AS A MA—fi:�l OF K �UHMATIION ONEY ANO CONI-19' ii
ix;4s NIT AM.L-N!%
flV A7.rr-'A YHE OOVERPACI: AVFCRnV� BYTHE POLICIESBEWW.
COMPANY A
LFFI'ER
COMPANY
LE'Ff!=_R
COMPANY
LETTER
COMPANY
LE-771 E19
COMPANY
LETTE9
COMPANIES AFFORDiNG COVSERAGE
Unigard Security
:01 f! CC, !FY I �i'10W HAUE TO THE iNGUID-1 NAM-,:",,' f BGVE 'Froli !",I! P n,�.ICV PERROT, !N0RA'!'F:P.
N ("!I VONT"i"OK Cl: ANY Tt�' V1112"CH ..1,
C! IN! fliS'.'AN11-4� ANY RE:C ".3
AFF0, -D Py HF'W--T'� IS A'-'. TFE 77':HWS, �: -1.'VONS' P�N't�� t'w4m'
T3 !:' 1; � S U E"k; 0 R hl, A Y P �� RT A T;:; N"! I WN i0r flur
OF r-UCH
COI
POLIV EFFECTME
PC'-!CY EV;MTl0..'
LIABILITY LIMITS IN't'MCZ!SANDS
LTRI
TYPE CF INSURANCE
P 0 L I C Y NIUM B ER
DATt (L'�VfoNY)
DATE
IOCCEACH
F ACGiEiC.M�,
CiFNERA'_ �,7ABILiTY
EODILY
A
x CC.,�TKIXENSNE FOTM
GL60 0831
4-16-86
4-16-87
INJURY $
$
PROPEmy
RR_E".'!SES/OPF'4ATIC%lS
UNDERGROUND
DAMAGE
EvP'GS!G%l & COLLAPSE HAZARD
PRODUCTS/CV: I-ETED OPERATICXS
BUILDING
CONTRACTUAL
31 Q PD
COMBINED
500
500
il,D2:R',:X0ENff CONfRACTORS
AUG 13 1986
-
SR'.!D IFCR�l, PROPERTY DAMAGE
PERS0,11AL INJURY
PERSONAL INJURY
A�;"QVIOSII.i:.
!_IAHT_�TY
kl,lY AUTO
P,LL O%,VNED AUTOS (PRiV. PASS.)
E= y
ALL AUTOS IOTHER THW
k PRiV. PASS.
(PER rM." =;n
107ED AUTOS
NON-OWXED AUTOS
PROPEAT Y
DANIAGE
GARAGE LIABILITY
31 0 PD
C OlV, 3 IN E D
$
EXCESS ;.!A13iL.!T'Y
U�TRELL� FORM
131 & PD
co,,4si,,qrD
$
$
OTHER THAN Ul,19RELLA FORIM
STATUTORY
WURKERS' COMPENSAT!UN
1$ (EACH ACCIDENT)
AND
1$ (DISEASE -POLICY LIMIT)
EMPLOYERS' LIABIL "s
i$ (DISEASE -EACH Eo.,PLOYEE)
0-1 HER
DESCRIPTION OF OP'r-_RATIONS/LOCATIONQ-NEHiCLES/SP'�=CIAL ITEMS
August 14, 15, 16 & 17, 1986
Taste of Edmonds,
City of Edmonds &
Edmonds Chamber of Commerce
P.O. Box B
Edmonds, Wa. 98020
04CUJ;.r* ANY OFTHE ABOVE DESCRIVED PULICIFS YJ�:. CANCEI.LT:D BEFURE';'il EX-
Pl,RAT;.)k DATE THFREVF, THE 1GSUING rOlAPANV WiLL ENDE.AVOR ',.To
VAR10 !,AY'j WRIT,EN NOTICE TO TH;%' CERTIFRCATH HOLDER NAWEC TO TW:
YiTUT!-PiI,URLin; MAILSUCH NOTICLSHW_'. !WPUSE lN00131_i(Wi'!CN OR L!Ail" _rY
01: Wl UPON "'Wi COMPANY, !T3 AZF-.N-,*S OR REPRF-S!:NTA'(;VE3.
le
- — -k - —ji 111hMIAMIIII" M I = A� -A — 3 9
JILL IAL -A&, NEWL 01oloo
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
PHODUCER
NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,
Marshall Paris Insurance Inc.
EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
18041 Bothell Way N.E.
Bothell, Wa. 98011
COMPANIES AFFORDING COVERAGE
COMPAN
LETTER Y A American States Insurance Co.
COMPANY
LETTER
INSURED
COMPANY c
LETTER
NADW Northwest Inc.
DBA: Tracy's Gelateria & Expresso Bar
23818 S.W. Hwy 99
COMPANY D
LETTER
Edmonds, Wa. 98020
COMPAN
ILETTER E
THIS IS TO CERTIFY THAT POLICIES OFINSURANCE LISTED BELOW HAVE BEEN ISSUEOTO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.
NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY
BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS, AND CONDI.
TIONS OF SUCH POLICIES.
cc
LTR
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
DATE (&IM/DDNY)
POLICY EXPIRATION
DATE (,%IVJDDNY)
LIABILITY LIMITS IN THOUSANDS
EACH
OCCURRENCE
AGGREGATE
A,
GENERAL
LIABILITY
COMPREHENSIVE FORM
____ - __
BODILY
INJURY
$
$
_X
PREMISESIOPERATIONS
UNDERGROUND
E)(PLGSION & COLLAPSE HAZARD
BO 126437
05/01/86
05/01/87
PROPERTY
DAMAGE
$
$
_x
_x
BI & PD
COMBINED
$ 500
$ 500
PRODUCTS/COMPLETED OPERATIONS
CONTRACTUAL
BUILDING
INDEPENDENT CONTRACTORS
BROAD FORM PROPERTY DAMAGE
AUG 13 1986
PERSONALINJURY
PERSONAL INJURY
$
AUTOMOBILE
LIABILITY
ANY AUTO
6CC7LY
(PER FERSONJ
$
ALL OWNED AUTOS (PRiV. PASS.)
ALL OWNED AUTOS (OTHER THAN)
PRiV. PASS.
GCC1Y
(PER ACCODM
$
PROPERTY
DAMAGE
$
HIRED AUTOS
NON -OWNED AUTOS
GARAGE LIABILITY
BI & PD
COMBINED
$
EXCESS LIABILITY
UMBRELLA FORM
BI & PD
COMBINED
$
$
OTHER THAN UMBRELLA FORM
WORKERS' COMPENSATION
AND
EMPLOYERS' LIABILITY
STATUTOR
$ (EACH ACCIDENT)
$ (DISEASE -POLICY LIMIT)
$ (DISEASE -EACH EMPLOYEE)
OTHER
DESCRIPTION OF OPERATIONS/LOCATIONSIVEHICLES/SPECIAL ITEMS
RE: Bite of Edmonds
Edmonds Chamber of Commerce
C
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX-
C/O Stan Dickison Insurance
PIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
T7,FAMV
121 5th Ave. North Suite 303
MAIL 10 DAYS WRITTEN NOTI;9-.TO THE CERTIFICATE HOLDER NAMED TO THE
z T UT IL
LEFT,,BUT FAILURE TO MAIL SUCWNOTIqE,0HALL IMPOSE NO 08 GATION OR LIABILITY
-----
WINIn I IPnN T641: tnU0AfJV 1TA/Af.'P?JTQ nO 129:D09:5P.1JTAT1VPQ
Aft,Aw '#"I , -. I � . 0. ISSUE DATE (,WVVDDNY`)
Kii-4-i 1 8-6-86 rt—
PRODUCER THIS ISSUED AS A MAT-F.R OFINFORMATiON ONLY AND CONFERS
NO NIGHTS JPON THE CERT"FICATE HOLOHM.THIS CERTIFICATFOOHS NOT WmEw,
ADDINGTON, BALDWIN & McDANIEL, INC. EXTEND OR Aj.�'ER THE'CO�FHAGF AFFORDED BY THE POLICIES BELOW.
1500 Eastlake Ave. East
Seattle, WA 98102 COMPANIES AFFORDING COVERAGE
(206) 323-5000 COMPAN
LETTER A INDUSTRIAL INDEMNITY CO. OF THE NORTHWEST
COMPANY
INSURED LETTER
COMPANY c
C'EST MOO CORPORATION ETAL LETTER
4519 University Way N.E. C OM P AN Y
Seattle, WA 98105 LETTER
COMPANY
LETTER
THIS IS *fO CERTIFY THATPOI.I(NES OF!NSURANCE LISTED BELOW HAVE BEEN INSURED)) -NAPAQ1, ABCVE FCR �hE POLICY
O*rWi-iHG'rANDING ANY TERm OR CONDIT101401: ANY Cc
N MAY
BE ISSUED UH MAY PERTAIN, nriii INSURANCE AFFORDF.D RY THE POLICIES, HEREIN 1r) SU19JECT A-1-1, T HIE TERMS, EXC-USIONS, AND COIN111-
TIONS OF SUCH POLICIES.
co
_TR
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
DATE (.'4%'JDD/YY)
POLICY EXPRATION
DATE
LIABILITY LIMITS IN THOUSANDS
EACH
_,Locc:L'j_Fi��NCE
BODILY
INJURY 1$
AGGREGATE
A
GENERAL
LIABILi,ry
COMPREHENSIVE FORM
BF 895 86 08
9-13-85
9-13-86
$
X
PROPERTY
DAMAGE
$
$
PREIMISESIOPERATIONS
UNDERGROUND
EXPLOSION & COLLAPSE HAZARD
PRODUCTSICOMPLETED OPERATIONS
BUILDINg
CONTRACTUAL
81 & PD
COMBINED
$ 1'000
$ 1$000
INDEPENORJ CONTRACTORS
BROAD FORM PROPERTY DAMAGE
AUG 13 1986
PERSONAL INJURY
PERSONAL INJURY
$ 1,000
AUTOMOBILE
LIABILITY
&=ly
ANY AUTO
1,0Y
�PER PERK:i)
$
ALL OWNED AUTOS (PRIV. PASS.)
=-:LY
ALL OWNED AUTOS (OTHER THAN)
PRIV. PASS.
$
PROPERTY
DAMAGE
$
HIRED AUTOS
NON -OWNED AUTOS
GARAGE LIABILITY
BI & PD
COMBINED
$
EXCESS LIABILITY
UMBRELLA FORM
BI & PD
COMBINED
$
$
OTHER THAN UMBRELLA FORM
WORKERS' COMPENSATION
AND
EMPLOYERS' LIABILITY
STATUTORY
$ (EACH ACCIDENT)
$ (DISEASE -POLICY LIMIT)
$ (DISEASE -EACH EMPLOYEE)
OTHER
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLESISPECIAL ITEMS
ADDITIONAL INSURED: CITY OF EDMONDS, EDMONDS CHAMBER OF COMMERCE
RE: BITE OF EDMONDS
DICKESON INSURANCE CO. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX-
PIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
P. 0. BOX B MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
EDMONDS, WA 98020 LEFT, BUT FAILURE -ro MAIL SUCH NOTICE SMALL IMPOSE NO OBLIGATION OR LI4BILr_TY
OF ANY KIND UPON THE COMPANY, ITS -AGENTS 0 PR�§&NTATIVES.
AUTHORIZED REPRESENTATIVE -1)
I Gary C. Grosenick _Ylov C - yet Mace
� '
-
RALEIGH, MANN & POWELL, INC. LUMBERMANS MUTUAL. CASUALTY
/ P O BOX 1718
| '
TACOMA' WA 98401
| '
|
OLD WORLD CONE CORPORATION
| -
12602 - 1ST AVENUE SOUTH
| SEATTLE' WA 98168
| -
| ' -
_ '
' -
'
''-
�
� A X. ` ' 3MF74S 43S-00 3/23/86 3/23/87 .
� .
'
-
| '
|
�����
� ',_��^ .�~~
� &H�� 1 �1��� '
� 'vw � w �^w� '
�
mmLE/GM.MANN&PDWELi
|
BN������
� ~ ~
| '
AUG�1���%
| "�= � w `�vw .
1000 1000
-
CITY OF EDMONDS {k THE EDMONDS CHAMBER OF COMMERCE ARE ADDITIONAL
INSUREDS AS RESPECTS THE NAMED INSUREDS OPERATIONS AT THE TASTE
OF EDMONDS, AUGUST 15, 16, yk 17.
. 10
| 7/3O/8
CITY OF EDMONDS & EDMONDS CHAMBER OF COMM
C/O DICKINSON INSURANCE ACENCT
P.O. BOX "B" ~~
| ^^
EDMONDS' WA 98020
�
/ /H
ISSUE DATE (MM/DDNY)
07/28/86 pns�
PRODUCER
Hall -Conway -Jackson, Inc.
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,
P.O. Box 75978
EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Seattle, Washington 98125
COMPANIES AFFORDING COVERAGE
COMPAN
LETTER A Ranger Insurance Company
COMPANY
LETTER
INSURED
Pioneer Adjustment Co., Inc.
DBA KLONKIKE KATES
COMPANY c
LETTER
8615 - 184th. S.W.
Edmonds, Washington 98020
COMPANY D
LETTER
COMPAN
LETTERY E
THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUEDTO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.
NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO wmicm -THIS CERTIFICATE MAY
BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS, AND CONDI-
TIONS OF SUCH POLICIES.
CO
LTR
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
DATE (760NODNY)
POLICY EXPIRATION
DATE (Mk4/DD/YY)
LIABILITY LIMITS IN THOUSANDS
EACH
OCCURRENCE
AGGREGATE
A
GENERAL
LIABILITY
COMPREHENSIVE FORM
SMP 32 73 27
09/01/85
09/01/86
130DILY
IIURY
$
$
X
PROPERTY
DAMAGE
$
$
PREMISES/OPERATIONS
UNDERGROUND
E)(PLOSION & COLLAPSE HAZARD
PRODUCTSICOMPLETED OPERATIONS
BUILDING
X
X
CONTRACTUAL
INDEPENDENT CONTRACTORS
AUG 13 1986
:B, & PD
COMBINED
$ 500,
$ 500,
X
BROAD FORM PROPERTY DAMAGE
PERSONALINJURY
Tinuor U bilil-v_
PERSONAL INJURY
$ 500,
_X
Y
AUTOM6811LE
LIABILITY
ANY AUTO
BODILY
INJURY
(PER PEFOON)
$
ALL OWNED AUTOS (PRIV. PASS.)
ALL OWNED AUTOS (OTHER THAN)
PRIV. PASS.
BODILY
114JURY
(PER AWOEIM
$
A
HIRED AUTOS
NIN-OW110 AUTOS
SMP 32 73 27
09/01/85
09/01/86
X
PROPERTY
DAMAGE
$
GARAGE LIABILITY
p
B" PD
COMBINED
$ 500,
EXCESS LIABILITY
UMBRELLA FORM
81 & PO
COMBINED
$
$
OTHER THAN UMBRELLA FORM
WORKERS' COMPENSATION
AND
EMPLOYERS' LIABILITY
STATUTORY
$ (EACH ACCIDENT)
$ (DISEASE -POLICY LIMIT)
$ (DISEASE -EACH EMPLOYEE)
OTHER
DESCRIPTION OF OPERATIONSILOCATIONSNEHICLES/SPECIAL ITEMS
Any and all operations of the Insured as per the coverages shown above.
Event: TASTE OF EDMONDS - Aug. 1986
t-P Bn Pr nIMP(i 'Th 1n iq 4ddftLnnT Tncs;itr tbiq
rfq p'—+*
City of Edmonds
SHOULD ANY OF THE ABOVE DE� ED POLICIES BE CANCELLED BEFORE THF'6;:�'
PIRATION DATE THE IF, HE 0
'REO -�SWNG COMPANY WILAENDEAVOR T
EX;
TLFF11
P.O. Box 146
MAIL DAYS WRITTEN NOTIC THE CERTIFICAAE HOLPEF NAMED TO THE
. BU4 9AILURE TO MAIL SUCH N2111 SHALL IMPOSEINO ORLfaAfrION OR I IARII
r7l,
�l
REMINE INSURANCE
C/O FRANK B. HALL & CO.
300 ELLIOTT AVE W. #300
SEATTLE, WA 98119
INSURED
RENTON FOOD CIRCUS
458 HARDIE AVE SW
RENTON, WA 98055
ISSUE DATE (MM/DD/YY)
7/2/86
TH;3 CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTiFiCATE DOES NOT AMEND,
EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
COMPANIES AFFORDING COVERAGE
COMPAN
LETTERY A INDUSTRIAL INDEMNITY
COMPANY
LETTER B
COMPANY
LETTER C
COMPANY n
LETTER —
COMPANY
LETTER
YHIS 1070 CERTIFY THAT POLICH�S OF iNSIZIA10F MSTlilr)'IELOW HAVE"AFFN ti7�ZZ�:Hl� TOTW li INSUREDNAMY0 ABOV��: FOR THE PO? ICY PE:RIOD INDICATED.
�3 . i . Vii�'HIOT z��4131NIA ANY 7HRM OA Ctl==N C- Al"w CONYWY an a`HFR DOCUMFNI, %4.17H REOPI`a: TO WHICH THiS CERTIFICAE MAY
RE ISSUED On MAY 13017 ANMI, 71.'lli INOURANCE. A�:�:CRUhD DV THE PCLZ;M-3 unclloE�3 Hz'-�m:m is su.-4�Ecv 70 ALLYKE TERMS, EXCLUSIONS, ANTU CO-I'D�-
TIrWS OF SUICF POLICIES.
co
LYR
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
DATE (M%elDD/YY)
POLICY EXPRAT04
DATE (MV11CONY)
LIABILITY LIMITS IN THOUSANDS
EACH
OCCURRENCE
AGGREGATE
GENERAL
LIABILITY
BODILY
A
COMTREHENSIVE FORM
INJURY
$
$
X
PROPERTY
DAMAGE
$
$
PREMiSES/OPERATIONS
UNDERGROUND
BF 8958651
10/16/85
10/16/86
EXPLOSION & COLLAPSE HAZARD
X
PRODUCTS/COMPLETED OPERATIONS
X
CONTRACTUAL
BUILDING
Ell & PCI
COMBINED
$500
$500
X
INDEPENDENT CONTRACTORS
BROAD FORM PROPERTY DAMAGE
AUG 13 1986
PERSONALINJURY
PERSONAL INJURY
$500
AUTOMOBILE
LIABILITY
RCII:LY
ANY AUTO
111111XRY
(PER PEF9,'I)
$
ALL OWNED AUTOS (PRIV. PASS.)
BOOZY
ALL OWNED AUTOS (OTHER THAN)
11ORY
(PER AWGUB)
$
PRIV. PASS.
PROPERTY
HIRED AUTOS
NON -OWNED AUTOS
DAMAGE
$
GARAGE LIABILITY
B & PO,
C16MBINED
$
—I
EXCESS LIABILITY
UMBRELLA FORM
Ell & PD
CON1,81NED
$
$
OTHER THAN UMBRELLA FORM
I
STAT(
WORKERS' COMPENSATION
$ (EACH ACCIDENT)
AND
$ (DISEASE -POLICY LIMIT)
EMPLOYERS' LIABILITY
$ (DISEASE -EACH EMPLOYEE)
OTHER
DESCRIPTION OF OPERATIONS/LQCATIONSNEHICLES/SPECIAL ITEMS
AS RESPECTS PARTICIPATION OF CAFE KIM IN TASTE OF EDMONDS FOR PERIOD FROM 8/15/86
THROUGH 8/17/86
SXOUL�', AN'V OFYV�. A23VE PCI.IC�?.'05 FE CANCELLED PEFOH'IYHE EX-
TASTEOF EDMONDS PIRAY10%! PAY�` YXERI-OF, THE 11S.13VINU. COMPANY tpjlt.�, ENDEAVOR 70
EDMONDS CHAMBER OF COMMERCE L IQ i�AY,, V0l!-f-,HN NOTICT_ TO TEF Cli;W:FIR�A-111-1 HOLDER NAME�3 TO T."�:
LZ,-T, i-'J*: Fn�'_URI: 'D MAL I-'! 7C-4 NO`f-'cF SFAll IMPMOE NO OFV ic-AYIDN Cl�'ASL"
EDMONDS, WA 98020 0,17 A.'�V KIN,) iJ'P0%, *I'IF- COMPANY, On
ISSL;.: DAT�:
GILLESPIE INSURANCE AGENCY, INC.
662 Dexter Horton Bldg.
Seattle, Wa. 98104
INSURED
Elaine Berryhill and
William McMahon
14925 Seattle Hill Road
Snohomish, Wa. 98290
i9) Al A WA"! EA 3F �%V.Y ALM) WNF!7110
I;F.0. 1CATEOCIES N07 AM4EN%
1:Xi:.K_� Z�i� Ail.T'104 THF'. t,'OVERArll Ai: arlrll!l� BV 7H,-. Po'.inir.9 r1F_L11nW.
COMPANIES AFF0fK.)',1NC COVE14AGE
COMPAN
LETrER Y A Ohio Casualty Insurance Co.
CO111?ANY
LETTER
COMPANY
I -
ETTER
COMPANY
LETTER
COMPANY
LETCER
THIS 1�;"Z Vi'P`i�:Y !HAT P07.1C�ili-3 i"E-N TrT*�;," !N61;41r." Nplif4l A607y'. Fin'! Pa�'JCY
ANY �J:M OP
ij
'j"R
'4�
TTUNS 6--' 311CH P0LJCIM;.
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
POLICY EXPRATION
LIABILITY LIMITS r� YHOUE)AWjS
DATE (;VNJCO/YY)
DATE
EACH
ACGNEGAYE
(OCCURRENCE
GLNEIAL.
1,iABI�.'TY
BODILY
A
x
GO!0PREHENSIVE FORNI
GL02077352
6-2-86
6-2-87
PREMISESIOPERAPIDNIS
PROPER'FY
UNDERGROUND
DAMAGE
$
FVLOSION R-. COLLAPSE H1N?JRD
PRODUCTS/CG,1.11PLETEO OPERATION'S
BUILDIN9
CONTRACTUAL
BI & PD_
COMBINED
$ 500
$ 500
INDEPENDENT CONTRACTORS
AUG 131986
BROAD FORNI "ROPER"il,' DAMAGE
PERSMAL INJURY
PERSONAL INJURY
MOF!��_F. 1-WMILITY
Y AUTO
ALL CV,1%E0 AUTOS (PRIV. PASS.)
F=1 _y
ALL AUTOS (OTHER THANk
FRiv. PASS.
HAIED AUTOS
PROPZAYY
1�jNZN-0,VNED
ALMS
DA%1,AC E
GART,GE LIAIJILITY
61 a pD
_
C OM 3 INE D
FXCCES,�-,
U111811LILA FORM,
01 & PD
COMEINED
HER THA,% UP.1131ELLA FOR,,*,
STATUTORY
WORKERS' COMPENSATX�IN
$ (EACH ACCIDENT)
AND
$ (DISEASE -POLICY Llt!,M
EMPLOYERS' I 1AW1.1111W
(DISFASE-EACH EMPLOYEE)
OTHER
L;h,5UH1I1IIUN U�* UPL-HATIUNS/LUL;ATIONSIVEHICLES/SPECIAL ITEMS
Edrnoad,p
,eh�"&A di
or C-f"p10V,,vjS 04 +�e T
A$& 04
SNOUi J) AtN OF A�30VI_: �3HIPCRIBFP P01.1VES BE CANCEL1 F-D BEFORE THE EX.-
PIRAT.'Ok 11ATE THERT.0F, THE 7SSUNC, COMPANY WILL EN11EAVOR TO
MAIL TIAYS WRITTEN N07ME TO THE C0411FICATI: HOLUEE NAMED 0 YHE
F-r, TO MAff. SUCH NO -ACE SHAL.1- IMPOSE NO OBLIGATION CR L.'AS!Lr�7
OF ANY KIND UPONT141-i CCMPANV,��-, AGE NTI; OR F1EPRFS1:NTAT!VES.
AUTNU��HD REPRESENTATIVE
DICKISON INSURANCE AGENCY
FIFTH AVENUE PLAZA BUILDING
121 FIFTH AVENUE NORTH, SUITE 303
EDMONDS, WASHINGTON 98020
TEL: 771-7900
8/15/86
BUILDING
To: City of Edmonds AUG 15 1986
Edmonds, WA
Re: Mama's Mexi'can Kitchen
To Whom It May Concern:
I have personally talked to the agent Issuing the attached
insurance proof, and have veri'fi,ed that the insurance is in
force for the Taste of Edmonds, naming the City of Edmonds
as addittonal insured.
Sin erely,
Valerie A. Dickison:�-5��.
VAD:
encls
Received the sum
For
Date
$
inte
41f a�44� insurance, inc.
Received WA 98055-1796
From 216 PARK AVE. N., RENTON,
PHONE: 226-2002 282-1315
lri '7- - I " T _ L_
11, TAB STOPS AT ARROWS
r_nmmFRr_IAL INSURAiJCE APPLICATION I
Vt
0 :1 TA I rer, 1E Ixt-4 d very
q -s k
ODUCER
CARRIER UNDERWRITER
1
_15UA�g L CA; ;X7gf 1.4 1 1
iTV I& XA;�.
POLICIES OR PROGRAM REQUESTED
:5P6_C I f-1 f r - �- L I A 43, L, j�z
PLEASE INDICATE THE SECTIONS ATtACHED
PROPERTY GENERAL LIABILITY UUMBRELLA
GLASS & SIGN BUSINESS AUTO
ACCTS. REC./VAL. PAPERS GARAGE
'CODE SUB -CODE
CRIME M FIDELITY TRUCKERS
TRANSPORTATION WORKERS COMP.
QUOTE L_J ISSUE POLICY
ENTER THIS INFORMATION WHEN COMMON DATES AND TERMS APPLY TO SEVERAL LINES.
D (Give Date and/or Attach Copy)
PROPOSED EFF. DATE PROPOSED EXP. DATE BILLING PLAN IPAYMENT PLAN AUDIT
AGENCY BILL
DIRECT BILL
NAME
1'14AJ1,tA':S
MAILING ADDRESS (include Zip Code)
I U_cYr,5K C-4) t'�, & dr-�YN,
IL-o
CORPORATIdN
HJOINT
[_j OTHA (DESCRIBE)
YRS. IN BUSINESS
PARTNERSHIP
VENTURE
_��[N_DiVIDUAL
INSPECTION (Contact/Phone)
ACCOUNTING RECORDS (Contact/Phone)
0
TREET, CITY, CCLINTY� -STATF, ZIP CODE INTEREST JYR.BUILTI
PAR-OCCUPIEt�
2
Ec,c-a�- (V�v 16 x t C RA2 FE: � AT- e�b i�, L CAJb�s f n A t 12,
*
MIL11281
EXPLAIN ALL "YES" RESPONSES
YesjNo
#
I EXPLAIN ALL "YES" RESPONSES
Yes
No
1
r:
Is the applicant a subsidiary of another entity or does
the applicant have any subsidiaries?
4
Any catastrophe exposure?
71
5
Any other insurance with this company or being submitted?
2,
Is a formal safety program in operation?
6
Any policy or coverage declined, cancelled or
non -renewed during the prior 3 years?
3
1 Any exposure to flammables, explosives, chemicals?
I
REMARKS
Any person who knowingly and with intent to defraud any insurance company or other person files an application for insurance containing any false information, or
conceals for the purpose of misleading, information concerning any fact material thereto, commits a fraudulent insurance act, which is a crime.
APPLICANT'S PRODUCER'S
SIGNATURE I - V\, :-(, ISIGNATURE
lZrT TAR Unwz At AApnwiz
0-
kTE
ODUCER
APPLICANT
PROPOSED EFF. DATE
PRO OSED EXP, DAT��tBll
LLING PLAN
PAYMENT PLAN
AUDIT
AGENCY
DIRECT
FOR COMPANY USE ONLY
S-COMPREHENSIVE GENERAL LIABILITY
LIMITS
OF LIABILITY
PREMIUM
g-OWNERS, LANDLORDS & TENANTS
COVERAGE
EACH OCCURR.
AGGREGATE
Y INJURY
$ '000
$ '000
$
0 MANUFACTURER'S &CONTRACTORS
D STOREKEEPERS LIABILITY
PROPE RTY DAMA . GE
$ '000
$ '000
$
0 OWNER'S &CONTRACTORS PROTECTIVE
0 CONTRACTUAL DBLANKET ODESIGNATED
PRODUCTS/COMPLETED OPERATIONS
V�
COMBINED SINGLE LIMIT
$ �)W,000
$ t5 .0,000
CL
$
OPTIONS
PREMISES MEDICAL
EACH PERSON
EACH ACCIDENT
$
0 BROAD FORM PROPERTY DAMAGE
$
$ '000
DINCLUDE OEXCLUDE COMPLETED OPS.
PERSONAL INJURY CIA OB Oc
AGGREGATE
0 BROAD FORM CGL ENDORSEMENT
0 INCLUDE Ox On 13U
PARTiCIPATION %:
$ '000
$
0 FIRE LEGAL LIABILITY (Give Locations& Limits)
0 DELETE EXCLUSION C
0 ELEVATOR COLLISION
OTHER COVERAGES AND/OR ENDORSEMENTS
$
NON -OWNED AUTO (Give Territories & Employees)
TOTAL
P.D. DEDU T. OPER CLAIM
$ OPER OCCURR.
$
iiiMlii
C
PREMIUM
RATE
PREMIUM
7-7 T-
B I , P.D.
B. 1.
P. D.
DESCRIPTION
CODE
BASIS TERR.
PREM ISES/OPERAT IONS
(a) Area
(a) per 100 sq. ft.
(f) Frontage
(0 per linear ft.
(p) Payroll
(p) per $100 pay.
(m) Admissions
(m) per 100 adm.
W Receipts
(r) per S 100 rec.
W Other
icc 1A
(t) per unit
ESCALATORS
I.
Landings
perlanding
I I
I
INDEPENDENT CONTRACTORS
—
Cost
per $100
CONTRACTUAL
Number
per contract
Cost
per $100
PRODUCTS/COMPLETED OPERATIONS
Receipts
per $1,000
RF-CF.IVED
MEMORANDUM
F
Date: March 14, 1996
To: Jim Walker, City Engineer
From: Gregory J. Wean, Asst. Chief of Police
MAR 14 1.9,96
ENGINEERING
Subject: OVERHEAD WIRING FOR TENIPORARY POLICE TRAILER
We are requesting a variance to allow overhead wiring to the temporary police trailer that is
located in the parking lot area at the rear of the police department. This temporary permit should
not be need beyond March 1998.
,9,IL 'JC tO
bY ql'4 31IWq&
City of Edmonds
CITY OF EDMONDS DATE RECEIVED &!V.
COMMUNITY SERVICES DEPARTMENT — J-7-
250 5th Ave N DATE ISSUED &
771-3202
PERMIT NO. 1
APPLICATION FOR STREET USE PERMIT
FILEU
Name of Applicant: 4m— a �A av4Lex 31 Co wtwerc.,-
Mailing Address: )4� d
EOLV dro 2-o
Telephone Number: - 774- L711 Date:
77S-41LO 4o
Description of Public
Place or
Portion thereof
desired to be used: (exhibit
may be attached) -"- e
V-'A
1q,gL1
V-LCL,'L'4
Type of Use desired to
be made
of Public Place:
0) C �ra cAA.-,- c
VA-aA-r cir- SCtl& A
A 1 11. 1. , J
If applicable, attach plans and specifications for any utility or structure to
be erected and/or maintained on the Public Place:
TEMPORARY PERMIT: Unless otherwise designated herein, this permit is understood
by applicant to be wholly of a temporary nature, that it vests no permanent right
whatsoever. If the permitted use becomes dangerous or such structure shall
become insecure or unsafe or shall not be constructed, maintained or used in
accordance with the provisions of this title, the same may be revoked and the
structure and obstructions ordered removed by order of the City Engineer. If this
application is for a specified period of time, the terms of said application is:
.0-17 -T
U-o e-
INDEMNITY: Applicant understands and by his signature to this application, agrees
to hold the City of Edmonds harmless from any injuries, damages or claims of any
kind or description whatsoever, foreseen or unforeseen, that may be made against
the applicant or the City of Edmonds, or any of its department or employees,
including but not limited to the defense or any legal proceedings including defence
costs, court costs, and attorney fees by reason of granting this permit. In
addition, applicant understands that the City shall -be provided a certificate of
insurance to indemnify and hold the City of Edmonds harmless from all claims
and/or property damage, naming the City of Edmonds as an also insured.
APPLICATION OF CHAPTER 18.70 OF THE COMMUNITY DEVELOPMENT CODE: Applicant warrants
tFa-t he —has read, or had the opportunity to read, Chapter 18.70 of the Community
Development Code, attached herewith, and understands that all terms of that
Ordinance are incorporated h6rein as if set forth in full and this application
and permit therefore are subject to the terms of that Chapter of the Edmonds City
Code.
Appl—icant's Signature
/� -dR-2
Date
City of Edmonds, Community Services Department
APPLICATION FOR STREET USE PERMIT - - Paqe 2
0 Approval (and Agreement, if applicable) of Abutting Property Owners:
0
0
SIGNATURE
PRINTED NAME
ADDRESS
DATE
DO NOT WRITE BELOW THIS LINE (To be completed by Issuing Agency)
City Council Approval (if appl.icable)(Attach Minute Entry):
ADB Approval (if applicable)(Attach Minute Entry): 0/�
Building Official Approval (if applicable): AIM -
Signature Date
Provision for Indemnity:
Terms and Provision of Performance Bond, if applicable:
PERMIT AUTHORIZATION BY: - "e
SigaYfure
6-116—,57
Date
0-7 ( - -
PERMIT NO. (6 Date Issued: 6f2,3 � I Permit Fee: 05 00
RELEASED BY RECEIPT NO. -716'4 BUILDING PER —MIT # IVIA
Remarks/Comments:
FIRE DEPARTMENT APPROV
POLICE DEPARTMENT APPROVAL
ENGINEERING DEPARTMENT APPROV
DATE
DATE
V,of�� D
ATE
'P ,
-?F - q.
4! 405
0 STREET USE PERMIT APPLICATION
0
NAME OF APPLICANT:
NAME OF BUSINESS: rz��� dl;r�
MAILING ADDRESS:
CONTACT PERSON AND PHONE
ADDRESS OF PUBLIC USE:
.42a
Describe the public place or
Specify the length of time for use:
NOTE. The issuance of this permit is unc
granted
7��
to be utilized:
VU
y the applicant to beo'of a temporary nature and that no vested right is
"INDEMNIYY. The qpplicant understands and by hislher signature to ihis application, agrees to hold the City ofEdmonds
harmlessfrom any-injurits, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may
be made against the applicant or the City of Edmonds, or any of its departments or employees, including but not limited
to the defense or any legal proceedings including defense costs, court costs, and attorneyfees by reason ofgranting this
permit. In addition, the application understands that the City shall be provided a Certificate ofInsurance to indemnity
and hold harmless the City of Edmondsfrom all claims andlor property damage, and naming the City of Edmonds as an
additional insured
CODE APPLIC4 TION.- By signing the application below the applicant warrants that s1he has read or had the
opportunity to read Chapter 18 of the Edmonds Community Development Code and s1he understands that all terms of the
adopted ordinance are incorporated herein as ifsetforth in full and this application andpermits therefore are subject to
the terms of that Chapter.
STRUSEHO.DOCJLG/2-95
SIGNATURE OF APPROVAL FROM ABUTTING PROPERTY OWNERS
When applicable, if the street use proposal directly impacts any adjacent business or private property
owner the applicant must obtain written approval from the affected parties. This requirement is
evaluated by City Staff after the initial submittal of the application.
Signature.
Signature.
Signature.
- . Signature -
Address
Address
Address
Address
DO NOT WRITE BELOW TFHS LINE --FOR CITY USE ONLY
Planning Division Review. ADB#
Approved By Date
Public Works Review: Approved B Date 5- '5- 9 8
Fire Department Review: Approved B%�4;7 Date
z
Police Department Review: Approved
Permit Coordinator Review: Certificate of Insurance Verified
Engineering Division Review: Bond Required Amount
. Approved By qC44- Dated 5-
Remarks or Comments: 1 p sTP&L "" 5 1 x) CWA�K- c,'-v S ob 0 6 1 & A)_S Arf " 1PR-0 PA4ATIF L0cA-roJ-S
LIA166 K 15 1 ID GAIAI,,K C_ L 0 & eD A+tS*_h " r% / (, NS A--r Al-L tEtIAL
Api AC&J 7— TO P " 4 er-�r I ( (,T-N /a g:Q A- A) D Owk /S pzze"'e- S
PERMIT #
DATE OF ISSUANC
RELEASED BY 711 RECEIPT #
STRUSEHODOOLG/2-95
DATE (MM/DMY)
Aqq�� CERTIFICATE OF LIABILITY INSURANCE 04108/98
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO
PARKER, SMITH & FEEK, INC. RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,
999 Third Avenue, 17th Floor �IEEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
tie, Washington 98104 RECEIVE- COMPANIES AFFORDING COVERAGE
NSURER A:
Ph: (206) 382-7900 Fax: (206) 382-1135 APR 13 190 AMERICAN NATIONAL FIRE INSURANCE COMPANY
INSURED INSURER B: AMERICAN NATIONAL FIRE INSURANCE COMPANY
1COLUMBIA PACIFIC CONTRACTORS, INC. ENGINEERINGSURER C; AMERICAN NATIONAL FIRE INSURANCE COMPANY
125 Terry Avenue North, #125 INSURER D:
Seattle, Washington 98109
INSURER E:
reTeilrf# -T-.Tci *I
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY
PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.
AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
IKSR
POLICY EFFECTIVE POLICY EXPIRATION
LTR
TYPE OF INSURANCE
POLICY NUMBER
LIMITS
DATE (MWDD/YY) DATE (MWDD/YY)
GENERAL LIABILITY
_jC1COMMERCIAL
EACH OCCURRENCE Is 1,000,000
GENERAL LIABILITY
FIRE DAMAGE (Any one fire) $ 50,000
CLAIMS MADE X OCCUR
MED EXP (Any one person) $ 5,000
A
PAC 8304443
04/15/98 04/15/99 PERSONAL & ADV INJURY $ 1,000,000
GENERAL AGGREGATE $ 2,000,000
GEN-L AGGREGATE LIMIT APPLIES PER:
PRODUCTS-COMP/OP AGG 1 $ 2,000,000
POLICY FX,.. PRO- LOC
JECT
AU'rOMOBILE
UABILFTY COMBINED SINGLE LIMIT
$ 1,000,000
ANY AUTO (Ea accident)
�J_
ALL OWNED AUTOS BODILY INJURY
$
SCHEDULED AUTOS (Per person)
B X
I X
CAP 8304444 04/15/98 04/15/99
HIRED AUTOS
X
BODILY INJURY
I $
NON -OWNED AUTOS (Per accident)
PROPERTY DAMAGE i
$
(Per accident)
GARAGE LIABILITY AUTO ONLY - EA ACCIDENT
$
ANY AUTO EA ACC
OTHER THAN
$
AUTO ONLY: AGG
1$
EXCESS LIABILITY EACH OCCURRENCE
is 1,000,000
OCCUR r CLAIMS MADE AGGREGATE
FXI t—
$ 1,000,000
C
I UMB 8304445 04/15/98 1 04/15/99
$
$
HDEDUCTIBLE
RETENTION $
Is
w=PnENGAZIGN AND
WC STATU- OTH-
BIUTY I
TORY LIMITS X ER
WASHINGTON STOP GAP
L EACH ACCIDENT
$ 1'o00'000
A
PAC 8304443
04/15/98 04/15/99
$ 1,000,000
El. DISEASE-- EA EMPLOYEE
E.L. DISEASE - POLICY LIMIT
$ 1,000,0()0
OTHER
DESCRIPTION OF OPERATIONS(LOCATIONSIVEHICLESIEXCLUSIONS ADDED BY ENDORSEMEW/SPECIAL PROVISIONS
Public Safety Complex, Edmonds, WA. City of Edmonds is included as Additional Insured and coverage is primary and non-contributory per
Endorsement GC7847, Edition Date 03/95. Meritt & Pardini is included as Additional Insured per Endorsement CG2032, Edition Date 01/96
attached.
CERTIFICATE HOLDER ADDITIONAL INSURED; INSURER LETTER: AC CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIFED _P0Uff1_ETiE_CANCELLED BEFORE THE EXPIRATION
ITY OF EDMONDS
DATE THEREOF, THE ISSUING INSURER WILL 60191iAMOR TO MAIL 45 DAYS
I Fifth Avenue North
1'.i
0
WR17TEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFr. BUT FAILURE
Edmonds, WA 98020
TO 00 20 61 IAI 1 1 Or- APIV KIND UPCOUR11i PISURIiR
FF6 A-ripas OR R&�P�*R&&&=Azw" *Vlkr CL—,c>TI r- I Ir)A I
AUTHORIZED REPP%SEN.TATIVE /_14
A11,AJZA;t'A
m,_%jnL.P&u-o ktivi) e 1 (9 #qLWHL) UUKFUHA I JUN 1915ki
COL885XCERT98(M2) CERT #2*
City of Edmonds
RIGHT-OF-WAY CONSTRUCTION
PERMIT Permit Number.
Issue Date: ?4�
A. Address or Vicinity of Construction:
Inc. oci B-.. Type of Work (be specific): rakzz'4 Ak& ov�z-"/"
Contact:
C. Contractor: ln'4
Mailing Address:
a;L!>4U Phone:,", JOt 3� - /00 4
State License #:
, m4, Liability Insurance: Bond: $
/- -- �, ro 6 & /,),.15 -
D. Building Permit # (if applicable): Side Sewer Permit # (if applicable):
E. J�RCommercial El Subdivision 5;k- City Project E] Utility (PUD, GTE, WNG, CABLE, WATER)
E] Multi-Farnily E] SingleFamily [-] Other
INSPECTOR: INSPECTOR://�4'���
F. Pavement or Concrete Cut ISWes 0No G. Size of Cut: x H. Charg4�_$
APPLICANT TO READ AND SIGN
INDEMNITY.- Applicant understands and by his signature to this application to hold the City of Edmonds harmlessfrom injuries, damages, or claims ofany
kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, br any of its departments or
employees, including or not limited to the defense of any legal proceedings including defense costs and allorneyfees by reason of granting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPEC-
TION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREETPATCHIS COMPLETED
BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT
Two sets of construction drawings of proposed work required with permit application.
A 24 hour notice is required for inspection. Please call the Engineering Division, 771-0220.
Work and material is to be inspected during progress and at completion.
Restoration is to be in accordance with City Codes.
Street shall be kept clean at all times.
Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer:
All street cut trench work shall be patched with asphalt or City approved material prior to the end of the working day;
NO EXCEPTIONS.
I have read the above statelu nts and understand the permit requirements and the pink copy of the permit will be
available on site all r inspe 6iijurposes.
.,a �fo
Signature: A�� Date: Z?,e
-16' cto "0-
nira e:��gent)
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
FOR CITY USE ONLY
APPROVE013Y. RIGHT OF WAY FEE:-.
TIME AUT14ORIZED: VOIDAFTFR DAYS DISRUPTION FEF/FUND I 11:
A 7
SPECIAL CONDITIONS: Vitt4'� 6-5 RESTORATION FEE:
H)VOV09 440 1- T OTAL FEE:
4)f AW— IwA" i ri 5. RECEIPT NO.:
ISSUED11y:
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE J,
A
FIELD INSPECTION NOTES
Comments:
Diagram
(Fund 111 - Route copy to Street Dept.)
CONTRACTOR CALLED FOR INSPECTION El YES El NO
Partial Work Inspection by P.W.:
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
F�fl"=
UZM=MME3En PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY
1476
REV. 7/17
-OCATION 2 D 0 C� S F ( N' 7 N-v 10 rj E DN\"-;N Q 5
AREA
:'OLE NO. 1/4 S T R DATE W. 0. IN 0.
REASON FOR WORK ENGINEER _C_fZEC- L-("^A2. DWG. NO.
DRAFTER U. G. NO.
SCALE - I "' = -30
)ATE WORK COMPLETED APPROVED DATE PRINTED
TOREMAN
[ FEE E S R LE Q'D
PRIMARY OVERHEAD
0 RESIDENTIAL
0 COMMERCIAL
LEO#
ENVIRONMENTAL ANALYSIS
0 EXEMPT 0 NOT EXEMPT SUBSTATION
0 YES ONO PARA. 18 ITEM C I -
os /=s
SECONDARY OVERHEAD
BASIC'FEE S
os $
METER/CONV. POLE $_
PRIMARY UNDERGROUND
• RESIDENTIAL
• COMMERCIAL
BASIC FEE S
LEU#
SECONDARY UNDERGROUND
BASIC FEE S
/os /= $_
UNDERGROUND PLAT
BASIC FEE S
FT. 0 S
STREET LIGHTING
k FT. 0 $
WORK IN RIGHT OF WAY
• PRIMARY
• SECONADARY
t FT. 0
MISCELLANEOUS FEES
VAULT S
PERMIT
$
TOTAL DUE S
DATE PAID
RECEIPT#
NEW SVCE APPLICATION#
O.H. U.G. COND. KV CIRCUIT NO.
ADD CKT. FT. PH
REM CKT. FT. PH
NET CKT. FT.
O.H. U.G. COND. _KV
ADD CKT. FT. PH
REM CKT. FT. PH
NET CKT. FT.
PERMITS (DATE GRANTED)
• TREE TRIM
• STATE
• COUNTY
• CITY
0
EASEMENTS
0 REOUIRED 0 NOT REOUIRED
DATE RELEASED
FOREIGN CONTACTS
• GTNW JPN#
• CATV JPN#
• JOINT TRENCH GTNW & CATV
• JOINT BORE GTNW & CATV
0
POLE STENCILING
FROM TO
TAKE OFF POLE
PRE-CONSTR. REOUIREMENTS
• TREE TRIM 0 PUD LOCATOR
• BACKHOE 0 FLAGGING
0 ONE CALL DATE
LOCATION MAP PAGE
PHASE
cus-romE_R FZC-SPom5jT-,_�\L_)-Ty &LL SEC0t,_lDARY C, u 7- S 10
Of= KJ(ZW PR\l-ANR,`e VkUL:-r. -THIS WILL It%JV0LVC-_
C-_�JC)UGH K;F-\4v 11,1,3 T0 _17�,ENC,\-A NJEW PptNANP01'
VA,UL_r LOCA-TION .'- APPr,..,DA 1 5 " 1-1 (DR i 10' VE P,7-
PUD FZF_SP0NSIBILI-rN: ALL F>Rli\APR( , VkUL--TS' I- XFMRS, AS WaLL
AS, AW� ai�-j-TE.Rw�G X F M P- \//\U L:r
Q.G. vAuL-r: 4"S" DEEP WI-T�A -15 V_VN XFNkfZ PLAC-ED
O�J V)\UL-r LID. VAUL-r \.,VILI- BE E�URI,E.T) SO LID IS FL-USVA WVT�-j
G P, 0 I-N D ) A NJ 1) �J G_ W X F I'll P, cG I _Z_ C-_ W I L_ L B G_ 0 a- Nj 7 1 C- I-, L 70
C-_Y,I15TIt,jG )<FM(-Z,, WILL- 13E- ?LNC.G_D 0PE-10 AP-G-N 0�7-
PLNK)TER '5V>A-,C_e, ASC>VE- Fl_v"ZIrvlNRNf
6)
I/V co
E-Y,!S-r )VFAAr\.
LOCA,-TE-D IN
LOWEIR NLCO\/r-,
�c—F-_IA5-r POLF-
NEW XFMR- L_oc_A�TED
E---AS-r UG PRI, /kKiD P\L_x-ow
N-,RA, tQ C E_ s
C LCZ/ :T_�JC.LuDE5 L).G. VAUL.717
�LET FILE
MARCH 22, 1978
MEMO TO: HARVE H. HARRISON
MAYOR
FROM: IRENE VARNEY MORAN
CITY CLERK
SUBJECT: ACKNOWLEDGE RECEIPT OF CLAIM FOR DAMAGES
Attached is a copy of a Claim for Damages in the amount of $68.07 from
Robert L. Brubaker, Jr., 9120 Main Street, Edmonds.
This claim was received March 16, 1978 and copies were immediately sent
to our insurance agency and to the Public Works Department.
I recommend. that Council 'acknowledge receipt of this claim for minute
entry at the March 28 City Council meeting.
Attachments
NOTICE
Claim MUST be presented to the City Council and filed with the City Clerk within 120 d
, ") " ay 3
from the date of Accident or Accrual of Damages. "V1
TO THE CITY COUNCIL OF THE CITY OF EDMOrfl)S:
PLEASE TAKE NOTICE, THAT Ro i)-e-4 L B, r' u � 14 ��_r
(if married, Give husband's name)
WHO NOVI RESIDES AT 9 0-0 R- N Fc1nx'1'rLs,- Wit
�State present actual address by street, number and city)
AND WHO Fb_R SIX moNTLHs PRIOR TO DATE OF ACCIDZNT HAS RESIDED AT '54pic- —1)-5— fAovc
(Give residence by street, number and city)
CLAMS DMAGES OF AND FR%1 THE CITY OF EDf4ONDS IN THE SUM OF 4. 7
0
arising out of.t�e following circumstances:
Describe Claim, giving
DATE and TI?!E injury or
damage occurred, PLAC I': —
and full particularst
Accurately locate and
describe defects caus-
ing injury or damage
and all actG of ncgli-
Sence claimcd.
Accurately describe
injuries or damage
_/p �Ljry
lcd 1_111)4W (I(//-. S;A_
U Al /�l
7L i's /C
A0 0 1,1,1411
Z�al"0101V�Cfj.
State items of damage
claimed. Itemize all f 5_6 S.6
expenses and losses.
20, 00
W 3 6,s"l Josl; Iti
(Claim must be sworn to by claimant)
V
L
a�ure p
f ISAaiaqnt)
SULZ(,RIBZD AND SWORN TO
7X_
before- me this day of
Z '19d
/1 3
ar 'I'LibliC in and for the State of
Washington, residing at 1�521
BILL
()I IIILL
1, V
16 00 7o"i-l- fIl-i0f! A 480?0
0
PATIr tit NAME
PA T IF. N T 11,111181" 'F,
E
A0%117� ION ()A I F
7)""
L J �,
----c-1 ---
, ') L, ) �� ,
F4,
C. 0. R. IN',UPANCE COMPANY PJAME GRO-I� NO
GUARANTOR
I L I i k A K I-,'
NAME ;4A 1 11
AND 0 0 1) :i V4 A
ADDRESS
PLEASE RETURN THIS PORTION WITH YOUR PAYMENT.
[70 OF
1'A 1"I'llITI I T S
POLICY NUMBER
9
DATE OF
SERVICE-
DESCRIPTION OF
140SPITAL SERVICES
T
SEr?VICF
CODE
TOTAL
GHARGES
EST., COVERAC-E
EST. COVERAGE
EST COVERAGE
EST COVERAC.r.
PATIENT
-
INS CO --NO. I
..IN& CO. NO. 2_
JNS. CO. NO. .3
lNst �'?-.NO�.4
AMOUN T
A
L 14 1 A k 1, f
A N I
I.,
I� I'l K 1.
7
1.1 L) A 1,
1 7
o 5
1 L j 5 1 1 0
Q
SUMMA
f 0 H -1 q I., t 6
L Y
N I k A I- S I I PPL Y
3
-'i0b- I
I AL Of C H A R 1, t. �3
h
Lell
Qj
r-M.
CZ3
c-*j C-2 C.'�
i
fl
C3
IZ* Z:3
C-0 C-A
41;
C36. L= c"
A L 5
PATIENT NUMBER PIEASE REFER TO PATIENT ADDITIONAL PATIENT BILLING MAY BE NECESSAR Y
2 16 N JMBER ON ALL INQUIRIES FOR ANY CHARGES NOT POSTFD WHEN THIS BItL
AND CORRESPONDENCE. WAS PREPARED. OR IF INSUPANCE CARRIERS W A Y T A 11 U U N 1
NOT PAY ANY PART OF THE AMOUNTS SHOWN LIN
D ER ESTIMATED INSURANCE COVERAGE.
I L V E IN 3 ME MOR I A L 14 0 6 P I I A L #91-0759e56A. P45
e1600 7hW-E0AUNDS NA
EMERGENCY PHYSICIANS INC., P.S.
P. 0. Box 1074 1 LYNNWOOD, WA 98036 778-2990
CRV: 90510
ICDA:: n P TAX 10 91-0861251
DATE DESCRIPTION OF SERVICE ----
CREDIT BTL�NCE
112 RrQ—FcasicLnall E�-qrv— 2OjQ_l ---
20.00
ROBERT L. 13AUKER JA
9122 fflai.n St
Edmonds, Wa 9802o
340-46-8516
Tripped
THIS BILLING IS FOR PHYSICIAN'S EMERGENCY
SERVICES AT STEVENS MEMORIAL HOSPITAL A
SEPARATE EMERGENCY ROOM UTILIZATION FEE
WILL BE RENDERED BY THE HOSPITAL.
Bert DeGroot
�"L!Llllt, At -TER POSTMARK DATE
WILL APPEAR ON NEXT STATEMENT
A.
41�-
4
-*!STEVENS RADIOLOGISTS, INC.,- P-.S.
e. NOEL H. ALDRIDGE, M.D.
ARTHUR WIRTALA, M.D.
P.O. BOX 21468 — SEATTLE, WASHINGTON 98111
PHONE 323-2513
TAX I.D. # 91-0861221
0 DATE
ATE DESCRIPTION OF SERVICE CHARGE CREDIT BALANCE
Cbnsultation & interpretation
0
Tlollert L. BrIfl)nker
C-4-1
7
C0 finin
Mmonds r,,ja 98020
SERVICE REQUESTEC) gy OR.
nr
'HIS CHARGE REPRESENTS THE PROFESSIONAL FEE
TAL.THE TECHNICAL COMPONENT
OF THE RADIOLOGIST AT STE�ENS MEMORIAL HOSPI- v
IS BILLED By THE HOSPITAL FOR X-RAY SERVICE J.
.114
.......... . . . . . . . . . . . .
CREDITS AFTER POSTMARK DATE WILL, APPEAR ON NEXT STATEMENT
r
It
�;Spr 7 7
-7. Pwwz - - --w"
ki.
FILE
March 27, 1978
MEMO TO: Leif R. Larson
Director of Public Works
FROM: Don W. Burton, Supt.
Buildings & Grounds
SUBJECT: CLAIM FOR DAMAGES (ROBERT L. BRUBAKER, JR.)
In checking over the Civic Center Complex, I find no area
that would cause anyone to trip and fall. Also, in checking
with the Fire Department, Mr. Brubaker was laying inside the
lobby of the Civic Center upon their arrival. The area between
the Civic Center and Library is flat concrete and is in good
condition. In going through our Daily Work Report sheets, the
weather that day was cloudy with a little rain. I have no record
that showed there was ice in the area.
This is all the information I have; I hope it will help you.
A
i.,
DWB: j ac
CLAIM FOR WUMAGES
o%
'NOTICE
Claim MUST be presented to the City Council and filed with the City Clerk within 1ZO,,,days
from the date of Accident or Accrual of Damages.
TO THE CITY COUNCIL OF THE CITY OF EEMONDS:
-TI
PLEASE TAKE NOTICE, THAT 1).u+ L ru -fJ �kCr
(if married, Give husband's name)
WHO NOVI RESIDES AT 110
(State present actual adLiress by street, number and city)
AND WHO FOR SIX MONTHS PRIOR TO DATE OF ACCIDZNT HAS RESIDED AT 15A 01 C— f) -5, Ll V C
(Give residence by street, number and city)
7
CLAIMS DMAGES OF ArJD FR%1 THE CITY OF EDMONDS IN THE SU14 OF a
I
arising out of the following circumstances:
Describe Cla2m, giving
DATE and TIM� injury or
damage occurred, PLAC,
and full particularsw
Accurately locate and
describe defects caus-
ing injury or damage
and all acts of negli-
.gence claimed.
Accurately describe
injuries or damage
—111&� 11)1-15--7_,7
on- 5
S Ic
0-) 7L��lr AV,
/,n /� Iv/ Cqt-
ZTtvloy,ca.
State items of damage
claimed. Itemize all k-
expen . s.es and losses. 20, 00
ios-1;
36,S-7 6��e G CAS A L6 c r 1
(Claim must be sworn to by claimant)
L- J/I
igaa�urepf )0�-ai;p.unt)
-RIBED AND
SWORN TO
19
Z before.me this da,
y of
Votar- lic in and for the State of
y� FLb
Vialshington, residing at
TY-1pE. 0 Fill L DAN of
DATE OF PREV BIll
L I
1ATII-Nr NAME
GUARANTOR
o I L � i.
0 0 A 0 d 0
C) 1) 1-)
PATIENT NUMBF:R 51 1 AGE ADMISSION DATE [D71'SC-11APGL DATE r) A �1;
C
L 104f.h4AK
NAME e, :-4 It
AND h"I L) 44 �i
ADDRESS
PLEASE RETURN THIS PORTI ON WITH YOUR PAYMENT.
D PITAL SE T-1 TO I AL EST. COVERAGE
ESCR!PTION OF SERVICE
SERVICE' HOS RVICES CODE HARGES— INS, CO. -NO. I
ILI
INSURANCE COMPANY NAME Gpollp No. POLICY NUMBER
a
0 OF IS
r IA Y' "IT N T
EST. COVERAGE EST. COVERAGE EST COVERAGE PATIENT
EST C
-INS. CO..NO. 2- 17-ilE. COIV'N'�O. .3 INS. CO
I . — . .!qo� 4. 1 .....�MPUNI
K f4 1 L.. H A rN
L
7 L)
d 0
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1 1
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L I N I A 1- �'L Y
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777
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C-3
#.- M rz
Ira 1.- 4 0
Cn
czz
I (I I A L 5 F-3 I
PATIENT NUMBER PLEASE REFER TO PATIENT F-3
ADDITIONAL PATIENT BILLING MAY BE NF.CESI;ARY
NUMBER ON ALLEINQUIRIES FOR ANY CHARGES NOT POSTED WHEN THIS BILL
111, 9 -2 AND CORRESPOND NCE. WAS PREPARED. OR IF INqURANCE CARRIERS Do P A Y I U tj r-i I
NOT PAY ANY PART OF THE AMOUNTS ci-nmrm UN
DER ESTIMATED INSURANCE COVERAGE.
57 LVENS MEML041 AL HUbP I I AL 1$ 9 1 -U759,11)bA P 14 5
e1600 76w-EDIUNUS vyA
t t
EMERGENCY PHYSICIANS INC., P.S.
P. 0. Box 1074 LYNNWOOD, WA 98036 778-2990
C RV: 90510
ICDA: TAV 'I
12
DATE
n< P P-r-allil--
I DESCRIPTION OF SaERVICECHARGE.
CREDIT
D 91-0861251
ANCE
/5/77—
Pro Ee_-;sional'..5ery
2 (0 .__0__0_
_F
2 0 .0 0
A
ROBERT L. BRUKER JR
9122 Main St
Edmonds, Wa 98020
Tripped
THIS BILLING IS FOR PHYSICIAN'S EMERGENCY
SERVICES AT STEVENS MEMORIAL HOSPITAL, A
SEPARATE EMERGENCY ROOM UTILIZATION FEE
WILL BE RENDERED BY THE HOSPITAL.
340-46-8516 Bert DeGroot
CREDITS AFTER POSTMARK DATE WILL APPEAR ON NEXT STATEMENT
v�STEVENS RADIOLOGISTS, INC., P.S.
NOEL H. ALDRIDGE, M.D. ARTHUR WIRTALA, M.D.
P.O. BOX 21468 — SEATTLE, WASHINGTON 98111
PHONE 323-2513
TAX I.D. # 91-0861221
DATE
DESCRIPTION OF SERVICE
___7 -
CHARGE
CREDIT
BALANCE
COnsultation & Interpretation
r
0
Pol-,ert L. Brubnker
93C0 1AMn
Edmonds % 98020
i0f
SERVICE REQUESTED BY DR. 17' r
THIS C HARGE REPRESENTS THE PROFESSIONAL FEE
HE
OF T RADIOLOGIST AT STEVENS MEMORIAL HOSP I
TAL.THE TECHNICAL COMPONENT FOR X-RAY SERVICE
'BY
IS BILLED THE HOSPITAL
CREDITS AFTER POSTMARK DATE WILL APPEAR ON NEXT STATEMENT
17
:d
A;
Or
v
:t3r.:
t. 7.
�q
N-1
40
-MEDIC AID
I 11\L L/L1 I I
Field Incident Rep.ort
smcom# Y2 z3
1
ame
U*_� dmofid s, Sex—
Addrfi�b ET esident
STREET
SE 1XMBEj M
1:2- L_2-L 1 1.0 1 1 1 _� I I I.- I I I -
ity State— Zip 1—Yes F
0 2—No
.[Incident Location
2 , c;Z1 S 101
_L
DISPATCH TIME
191 (DI Si
AIDCARRESP
1019 1 01.j(,
AIDCAR_ON/SCARNO. Mileage
(.� /I Ea
DISPATCH TIME
I I
RIG RESP
=
RIG
In
RIG Mileage
E, I
AMBULANCE
DISPATCH I
AMBULANCE
JARRIVAL I
AMBULANCE
RESPONSE
YES
2 No
Census Date
=Tract I
1) 121 oj5j-�1_2_1
TRANSPORTED
TO
2
A I None
2 Stevens
3 Doctors
4 Other
3 INCIDENT TYPE
ALAR�il DISPOSITION
INITIAL ACTION
PROCEDURES
(Check Applicable Boxes)
r;:77)
1 4 CPR
010—ACCIDENT
I Unnecessary Response
I EFD
15 Wound Care
2 Patient Gone
2 CPR Grad.
16 Burn Care
I Home
3 - Treatment Refused
3 Police
17 Fluid . Therapy
2 Industrial
4 Examine Only
4 Ambulance
18 OB
3 Vehicle
5 Medically Assisted
5 Physician
19 D.C. Shock
6 Fire Stand -By
6 Citizen
0 Red ction, Splint
020—CARDIAC
7 . extrication
I t.. e di�
2 ca"on
I V. F.
22 Crisis Interv.
2 Asy�t�p
CPR
23 Administer 02
3 C
4 C // /�
RESPONSE DISPOSITION
— — —
SUCCESS
— — —
— — — — —
f— — — —
030—ASSAULT
Li�e Condition on Arrival
Blood Pressure
040—POISONING
I Ali a
ID2 De.d
050—SELF-INFLICTED
OGG—DRUG ABUSE
Li(L Condition on Release
s 0
:no
070—ALCOHOL ABUSE
I Ali e
a]
Respiration
080--PYSCIIIATRIC
2 Dead
090—OBSTETRIC
FF I to Hospital
100—EPILEPTIC
I Yes
" O—DIABETIC
Cl 2 No
120—ILLNE55
1 Asthma
Al�rm Rec. While 10/7
R Indicate No.
Pupils Pulse Rate
Reactive
2 Allergy
Unreactive
130—MISC.
6 CCvU,,kSiur4
State of Consciousness
1 Smoke Inhilation
2 Rescue
7
Alet.n ArousableD
3 Drowning
Stuporous ComotoseEl
4 Burns
5 Fire Search
Disoriented
I 40--UNNECESSARY
150—D.O.A.
Narrative:
0 Q -,0- ��
Source of
Alarm
1. Sno CQKEFD
2 �nPC Om--EPD
3§n'oConT,-AM8
4. EFD Direct
5. EPD Direct
6. AMB Direct
Day
1—Mon.
2—Tue.
3—Wed.
4—Thu.
5—Fri.
6---:-Sat.
7—Sun.
TRANSPORTED
BY
I None
2 City
3 Ambulance
4 Other
4
09
13
15
17
19
21
23
25
27
19
1
3 1
33
35
37
39
41
43
45
47
51
53
55
57
,;q
61
63
65
67
69
71
73
75
77
79
EQUIPMENT
I ()ij,whhus Used)
3D
BD Sphrit - F1 I /R
ervical Collar
riclotrarapl lube
:,am ct,:)
oney
ilialalion Mask
ling
Itot, 1',juma Dress,
bsteir,cal Kit
i,al A,,.,-.,iy
Ixygell
,e Tope
I Tips
aline Solution
,ir.in Vr,ip
ape
riang. Bandage
X4 Gai'le
8" CO3P Splint
0- Co:ip Sphnt
3. � C, Xv
MISC.
P �I -
r s,o-n, n
Aid Ca Engine
6D__
Signature
(Continue Narrative on Back)
-V - 0 --� f\) 1�) \,- c , I
P)S/
kj
0 R ev�
4-o f--( ti
.e
'ELI' FILE
COMPANY of the NORTHWE,1�32`r Inc.
1800 FORTY-FIRST, EVERETT, WASHINGTON 98201 / AREA CODE 206/259.-2111
Edmonds City Engineer
250�5th,Avenue�.North
Edmo . nds, Washington 98020
PERMIT APPLICATION FOR WORK ORDER. 21.0-218669
The General Telephone Company of the Northwest, Inc., hereby applies
for.permission to:
Install and maintain a direct burial com munications.cable and associated
fixtures on Dayton Ave. for 1351 beginning approximately 251 east of
Great Northern Railroad tracks, as illustrated on'attached drawing.
Work is scheduled to start approximately January 30,1970
Construction will require approximately 5 days in this area.,
Please refer all questions regarding this permit to: D. R. Viersen
259-4858
If this work meets with your approval, please sign and return the
original to: General Telephone Company of the Northwest, Inc., 2911 Bond
Street, Everett, Washington 98201, Attention: Northern Area Engineer.
December 9, 1969 (�_ �_
For: D. R. Viersen
Title: Halls Lake District Engineer
The General Telephone Company is hereby authorized to perform the work
listed above in accordance with their franchise and subject to all
applicable state, county and/or municipal ordinances and specifications.
This plication is approved sub-1 t to contractor obtafning Invasion of
Right of -Way Permit through this office prior to construction and providing
restoration bond as required in Ordinance No. 1394-A..
10 LEG 17- WD J-7-11,c jfoN_577[ZTjDfV OF STA7-F- 1-1 16H WA Y
0 E-:m-rC- L. 5PL)CE LASE IN Ex)sr,NG 5P,—/04-NE(_L55/7-ATE_5 RI-P-011TIN6,
13(121F-D CAO'LZ., ENTll7.ANfE(_A3LE 70 PARKER PLAZA
5V6P?JNG Cf=-.NTEP_,
2-TH15 ARRANeEMEWT WILLAUOW
REMOVA L JF AE RIAL 6ABLE-ON DAYTON
AVF-, AND MAlt\l 5T, WEST OF 2ND AYE.
V
q,
le, Q/
*_yl ------- Y__x_
Pp—,r--r -
_V,
DAvre)N AVG�
0 pp
s
L_
PlNv5HcD
DIR-T ;:P-e-c
OF DE-91U5
T P_ C- �J C 11
114 5E SEC,i!_3 7 — -3
a 9'7 M.O.D, iOF BURIED CA13LE
0
cc
0
0
<
PlNv5HcD
DIR-T ;:P-e-c
OF DE-91U5
T P_ C- �J C 11
114 5E SEC,i!_3 7 — -3
a 9'7 M.O.D, iOF BURIED CA13LE
0
cc
0
0
<
ss
004M. BY DATE
COM BY —DATE
F2A NO HELD ORDERS
;_7
'T �'QUIRCD_
MATERIAL
GROSS ADDITIONS
RMV'L COST —
MAINTENANCE
SALVAGE ( ',;"'
Ex 6NDITURE_
VTOTAL
PLANT ISPLACED—
C HRS. SPLICING HRS.
R C 0 on
ECORD DRAWING
GENERAL TELEPHONE COMPANY
OF THE NORTHWEST
EXCHANGE
I S7A�
TITLE; SR-104 PLAN7_
WORK -Z'o s7'lz,;::r=- LV.
ORD._NO: _ZI21�6 -9 ISCALE:
TAX DIST DRAWING
NUMBER : NUMBER:
Mr. Roy Whitcutt Page 2
City of Edmonds
A summary of the work to be performed by the City follows:
Install and connect conduit from existing location to PUD supplied conduit
at the existing wall, approximately 10 feet.
Splice in and add approximately 15 - 20 feet of secondary wire in the
conduit.
It seems to me that all the materials could be purchased for less than $500
and a competent electrician should easily be able to complete the work in less than
a day.
This work is necessary to correct existing fire and safety hazards at the fire
station as outlined in my previous letter. We would appreciate the help of the City in
completing this project in a timely manner.
Please call me at 347- 4323 with a convenient time for your electrician and our
construction foreman to meet and discuss this project.
Included you will find a design for the project. If I can answer any questions
you may have, please contact me.
Sincerely,
I F406�q�
Bruce Creelman
Distribution Engineer
ZOM701
Enclosure
mmxmzcam3Ecm=
PQ " F=--)
PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY
1476
REV. 7/87
LOCATION
2Dk`ICVQ5 FIRC--
'5-ri\z--%I0NJ --
E5-rl i. N�NI�J, EQN10KID5
-S C I Co. AREA
POLE NO.
1/4 S T
R DATE P. 1-3 /91
W. 0. NO.
REASON FOR WORK
ENGINEER C_fZG_C- L-f"ptj
0 WG. N 0.
DRAFTER
U. G. NO.
ALE t"� -30'
DATE WORK
COMPLETED
APPROVED
DATE PRINTED
FOREMAN
ENVIRONMENTAL ANALYSIS
IFEES
REQ D 0 YES
0 NO
0 EXEMPT
I PARA. 18
0 NOT EXEMPT
1 TEM C
SUBSTATION
PRIMARY OVERHEAD
0 RESIDENTIAL
0 COMMERCIAL
LEO#
/ 0$
SECONDARY OVERHEAD
BASIC FEE $
os s
METER/CONV. POLE s
PRIMARY UNDERGROUND
• RESIDENTIAL
• COMMERCIAL
BASIC FEE S
LEU #
SECONDARY UNDERGROUND
BASIC FEE S
UNDERGROUND PLAT
BASIC FEE S
FT. 0 S
STREET LIGHTING
FT. 0$ $
WORK IN RIGHT OF WAY
0 PRIMARY
0 SECONADARY
t FT. 0
MISCELLANEOUS FEES
VAULT
PERMIT S
TOTAL DUE S
DATE PAID
RECEIPT# _
NEW SVCE APPLICATION#
O.H. U.G. COND.
_KV
CIRCUIT NO.
ADD
CKT.
FT.
PH
REM
CKT.
FT.
PH
NET
CKT.
FT.
O.H. U.G. COND.
_KV
ADD
CKT.
FT.
PH
REM
CKT.
FT.
PH
NET
CKT.
FT.
PERMITS (DATE GRANTtD)
• TREE TRIM
• STATE
• COUNTY
• CITY
0
EASEMENTS
0 REOUIRED
0 NOT
REOUIRED
DATE RELEASED
FOREIGN CONTACTS
• GTNW JPN#
• CATV JPN#
0 JOINT TRENCH GTNW & CATV
0 JOINT BORE GTNW & CATV
0
POLE STENCILING
FROM
TO
TAKE OFF POLE
PRE-CONSTR.
REQUIREMEN7
• TREE TRIM
0 PUD LOCATOR
• BACKHOE
0 FLAGGING
0 ONE CALL DATE
INDEX
I POLES
I
I PLAT
LOGS
I
I U-MAPI
7FMR
I
C-MAP
I
LOCATION MAP PAGE
CC-ME_Kj-r
WA,L-L-
PHASE
%"j lAll 14
F-Y's-T )(�:MFZ_
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LOWER /-\,LCC)\./C--
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71,AIS WILL INJ\/OLV(Z-
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VA,UL'T LC%'__ATI0N �5"I-1017-';_, i IC)'VE.R,-7
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R C U T' 0 A N_� D \J F-- \,\J \/, F N1 ?, IS I -Z- C-. \)V I L_ L a C- I\J L
1: - -7C)
S T I �Q ',< F A/I U L_-7 W I L L
I tj 0 P E_ �J /-\Iz Fl- N 0
Aj��_,C)VE_
f>OLE.
NEW XFt-AFZ_ LOC_A�TZD
S_�A!5-7 C�C- ?Ri AKiD P\I__�-Ovv S-7_NNDARD
M�JCILL)DF_-S L),G. VAUL:T
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c0K)DuI_r _tHlzu, F-XS-T, c-ooc_pc-7r-_
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c.oA_)ou17-A-r-nv1_s lool"r ll^jo
_sc-:e_oA1o,4Ry Cc-n1,vc1c_-roA5
PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY
1476
REV. 7/87
LOCATION 2C)KAci\jC)5 F(RG: '57k-TIONJ - 5" 1 NlNlt\), _EDMQND:5 5 C.. Co. AREA
POLE NO. 1/4 S T R DATE F� 1-3 /91 W. 0. N 0.
REASON FOR WORK ENGINEER C_fZLC-L_jM^Aj DWG. NO.
DRAFTER U. G. NO.
I I SCALE -30'
DATE WORK COMPLETED
FOREMAN
IFEES REQ'D
PRIMARY OVERHEAD
0 RESIDENTIAL
0 COMMERCIAL
LEO#
0$
APPROVED
ENVIRONMENTAL ANALYSIS
0 EXEMPT 0 NOT EXEMPT
0 YES ONOI PARA. 18 1 TEM C I SUBSTATION
SECONDARY OVERHEAD
BASIC FEE S
os /=$
METER/CONV. POLE s-
PRIMARY UNDERGROUND
• RESIDENTIAL
• COMMERCIAL
BASIC FEE S
LEU#
SECONDARY UNDERGROUND
BASIC FEE S
/os /=s
UNDERGROUND PLAT
BASIC FEE S
t FT. 0 S
STREET LIGHTING
It FT. 0 S $
WORK IN RIGHT OF WAY
0 PRIMARY
0 SECONADARY
tFT.O$_
MISCELLANEOUS FEES
VAULT S
PERMIT S
TOTAL DUE S
DATE PAID
RECEIPT#
NEW SVCE APPLICATION#
O.H. U.G. COND.
KV
CIRCUIT NO.
ADD
CKT.
FT.
PH
REM
CKT.
FT.
PH
NET
CKT.
FT.
O.H. LI.G. COND. -_
KV
ADD
CKT.
FT.
PH
REM
CKT.
FT.
PH
NET
CKT.
FT.
PERMITS (DATE GRANTEDT
0 TREE TRIM
0 STATE
• COUNTY
• CITY
0
EASEMENTS
0 REQUIRED
0 NOT REQUIRED
DATE RELEASED
FOREIGN CONTACTS
• GTNW JPN#
• CATV JPN#
• JOINT TRENCH GTNW & CATV
• JOINT BORE GTNW & CATV
0
POLE STENCILING
FROM TO
TAKE OFF POLE
PRE-CONSTR. REQUIREMENTS
• TREE TRIM 0 PUD LOCATOR
• BACKHOE 0 FLAGGING
0 ONE CALL DATE
D
POLES
PLAT
�[N JEX
LOGS
U-MAP
I
XFMR
C-MAfP
LOCATION MAP PAGE
DATE PRINTED
PHASE -3
EYISIT ylFmR_ lZ
LOCA,TE-D IN
L-OWE.R
QU S *T 0 NA C-_ F,, FZ C.S PC I\JS I T-�� � L I -TY NLL SEC(:)Is_lDARY 0L)_T S 10 Il
OF 7HIS WILL II`%J\/0LVZ- --s P Ll C_ I N C-
1:�.t,JOUGH K.F-\N SE_Co�,_lt)NR'y 1�,j T0 -T�-klF_ NJF=W PRkmNp,-"j-
V&UL-r L0C/-\-T(0N - APPr-_0lA �5`1-10R J lo'vE.P,-7
PUD RE-SPONJSI BILI-rY : ALL r-RlNAAP_'Y , \/AUL7rS' -t )(F:MRS, AS \IVS-LL
AE, AXJ',� a�o-reRwG X F M P- \,/NU L:r
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C-_ �� I S T I hi G X F AA R. , \/ /-\ U L__7 W I L L_ 13 E_ _P L-N C C-_ D I tj CD P E_ �J AP_ G_ A, 0
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t_oc_A,�rE1) -To mjj-rF_pc_Ep-r
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(NOTE IF:' 170551 01f�) USE5.OL-C),
VAULT
41-811 X .41-8 11 X 4-1 VALJ LT W/ &'X M F- FA P
e C- Fl E Q - 17 " X 3 0 " Y, 15 FZ- IF C
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600fzpI NA-rE':-rKANSI�=F-K OF= SEFC, FKOM
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C-00r,-P I NATE OUTAGE WI-rH NOEL M:I LL E71;Z
c- I -rY OF IF12MONPS) -771-0?-�34-
-575T WI5-W -75 KVA XF-MK \A/ IT H COLLA 1Z.
NOTE-� IF' FOS5115LIE
i;�:EU5E-: 01-D X F- Nl R.-
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.5/vv
-4
F-I t:�5 S ATl Ot
I
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FAV E� L-
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KOAD OFEN CUT
P ETA I L.—
It
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1351 REV. 9/80
[PuBuc U71uw Dwpja
PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY,
LOCATION E DMONDS CIV CTR/
T
FIRE G A.' -I
�AREA '50� iCQ U NTY
POLE NO. 1/4 s 2-4 IT 0 7 R 3: DATE 5 5 9Z �W.O. NO. 181 14, E3
REASON FOR WORK
ENGINEER R E I- I- M A NDWG. NO. 09 11 Z6?-
x r- m K 15- 5 1 95-Y DRAFTER -VG
U.G. No. -7542-
;SCALE NOTE51P
APPROVED
DATE WORK COMPLETE D FOREMAN
ENVIRONMENTAL ANALYSIS
19 EXEMPT 0 NOT EXEMPT
SU13STATION MAPLF-WOOP
FEES REWD o YES 'D NO
PARk! 18 ITEM C
CIRCUIT NO. I S 4 3 PHASE 1) 3
PRIMARY
D4-r U.C. COND. -7. Z/j Z,-4 7 KV
CI RESIDENTIAL
ADD '6, 5 CKT. FT. �PH
ROAD CROSSINGS ONLY
0 COMMERCIAL
REM CKT. FT. 3 PH
APPR NO.1 DATE W.O. NO./DWG. NO.
LEO#_
NET CKT. Fr.
O.H. U.G. CO'ND. KV
REVISIONS
SECONDARY OVERHEAD
ADD CKT. FT. PH
QTI FIE E S
REM CKT. Fr. PH
APPR NO. DATE DESCRIPTION
NET CKT. FT.
V%%.wEl-'flWc-0NV.
POLE S
PERMITS (DATE: GRANTED)
PRIMARY UNDERGROUND
0 TREE TRIM
0 RESIDENTIAL
0 STATE
0 60MMERCIAL
0 COUNTY
BASIC FEE
0 CITY 1
LEU#
@ $ $
EASEMENTS 0 REQUIRED
SECONDARY UNDERGROUND.
E 0 NOT REQUIRED
BASIC FEE $
@ $
UNDERGROUND PLAT
DATE SENT TO R/W
BASIC FEE S
FOREIGN CONTACTS
k FT. @$ $
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STREET LIGHTING
d CATV JPN#
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WORK IN RIGHT OF WAY
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0 PRIMARY
0
AS —BUILT
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POLE STENCILING
APPR NO. DATE DESCRIPTION
—k Fr, @ $
FROM TO
MIS E FEES
TAKE OFF POLE
VAULT $
PERMIT $
PRE-CONSTR. REQUIREMENTS
11 TREE TRIM M PUD LOCATOR
11BACKHOE 0
0 ONE CALL DATE
TOTAL DUE $
INDEXI POLES PLAT
POLES
DATE PAID
U M
LOGST U-MAIP
RECEIPT#
C_M P
C-MAP
NEW SVCE APPLICATION#
LOCATION. MAP PAGE 4
PRINTED'
I
. � rvl I- I - �--
V IC' I N I T'Y MAR -
VA L) LT: A- 7- 1 Z 5 5
C-A 5 L G7: 15?-&ZO 'THPU'5Zlp?-2.
C)i,
rT-LEDYNF VVST t 01751
CITY OF EDMONDS DATE RECEIVED 7/3 /F?�-
A COMMUNITY SERVICES DEPARTMENT
250 5th Ave N DATE ISSUED
771-3202 PERMIT NO.
FILE
APPLICATION FOR STREET USE PERMIT
Applicant:
Zjeml"�a C-4
s4d,,-,
Name of
-7/-",
Mailing Address:
U1,71,UJUX"a
Telephone Number:
lqq3
Date: q-J-F-7
LOC&P --7-7S-- 5//0
Description of Public Place or Portion thereof
desired to be used: (exhibit
may be attached)
mt
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Type of Use desired
to be made of Public Place:
If applicable, attach plans and specifications
for any utility or structure to
be erected and/or maintained on the Public Place:
z rn e"— -lL,4
0
TEMPORARY PERMIT: Unless otherwise designated herein, this permit is understood
by applicant to be wholly of a temporary nature, that it vests no permanent right
whatsoever. If the permitted use becomes dangerous or such structure shall
become insecure or unsafe or shall not be constructed, maintained or used in
accordance with the provisions of this title, the same may be revoked and the
structure and obstructions ordered removed by order of the City Engineer. If this
application is for a specified period of time, the terms of said application is:
2�N �017J+V'
INDEMNITY: Applicant understands and by his signature to this application, agrees
to hold the City of Edmonds harmless from any injuries, damages or claims of any
kind or description whatsoever, foreseen or unforeseen, that may be made against
the applicant or the City of Edmonds, or any of its department or employees,
including but not limited to the defense or any legal proceedings including defence
costs, court costs, and attorney fees by reason of granting this permit. In
addition, applicant understands that the City shall be provided a certificate of
insurance to indemnify and hold the City of Edmonds harmless from all claims
and/or property damage, naming the City of Edmonds as an also insured.
APPLICATION OF CHAPTER 18.70 OF THE COMMUNITY DEVELOPMENT CODE: Applicant warrants
that he has read, or had the opportunity to read, Chapter 18.70 of the Community
Development Code, attached herewith, and understands that all terms of that
Ordinance are incorporated herein as if set forth in full and this application
and permit therefore are subject to the terms of that Chapter of the Edmonds City
Code.
Appl i ca n tys Si gna ture
3 - S� -)
Date
City of Edmonds, Community Services Department
APPLICATION FOR STREET USE PERMIT - - Page 2
Approval (and Agreement, if applicable) of Abutting Property Owners:
SIGNATURE
PRINTED NAME
ADDRESS
DATE
DO NOT WRITE BELOW THIS LINE (To be completed by Issuing Agency)
City Council Approval (i'f applAcable) (*Attach Minute. Entry): ly/lf
ADB Approval (if applicable)(Attach Minute Entry): IYI,*?'
Building Official Approval (if applicable): 4114
Signature Date
Provision for Indemnity: C&414e44 0 1, av fikk1t1k /7' 6k--r�4
9
Terms and Provision of Performance Bond, if applicable:
411.4
PERMIT AUTHORIZATION BY:
Signatu?"e' /Date
PERMIT NO. J7-11 Date Issued: '?/,3 47 Permit Fee: 4�2'5-00
RELEASED BY RECEIPT NO. 7-5-019 BUILDING PERMIT #
Remarks/Comments:
FIRE DEPARTMENT APPROVAL
POLICE DEPARTMENT APPROV
ENGINEERING DEPARTMENT A
0
DATE a Z
DATE 2�7
DATE 3-97
a
v
Crl- -.1
7.
1�4 i�-*,
ts It ina,
0K,rAr AND ADDP15S Of AGLNC�
(SAMPLE ONLY) COMPANIES AFFORDING COVERAGES
NAM F. AND ADDRESS 0, INSURED
I f h
This is to certify that policies of in.-u'; 3nce hsted below have b�.,eri issueo to tt--e insure(i named a! 0"s t.,ne. ar.y requtrvrn�-iit. term or cond",cf!
of any contract or other dOCUMOW, Wiln iespect to which this cert,ficaie maY be ISSUed or may tt n. r .. .... Incf: olfcrdr-d oy the po;ic;es cc�;cr,to:,, twrvir is sub;cct to all'the
terms, exclusions and conditions of sucil policies.
CW.IPANY Limits of Liability in T ho usands (000)
I �flf Of 1N11URAr;
L E T T i R
GENERAL LIABILITY
'BODILY INJURf! 300 300
(Check the one
'(P*that applies) Date PROPERTY 100 100
QEXPLOSION AND C,,- , ;"-L
HIAZARC DA11AGE
--- ------- —
El UNDERGROUND HA.'ki't)
PRODUCT S/COMI'L EJ 11)
OPERATIONS
ElcONI RAC TtjAI, IN' ( i
ElBROAD FORM PROP[PTY
DAIMAGi
ElINDEPENDEW CONTRrXIORS
EJPERSONAt INJURY W,W4AI IN j, I,,, S
I 10111L
AUTOMOBILE LIABILITY
If 'INJI(J)Pt
IFAC ; PS N)
COMPRI HE N'SIVE I ORM
BONLY INJURY
El
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(EACH ACCIDDNT)
OWNED
HIRED
PP011f PT y lwli"Ac�f
RODII y IN JIjPY AND
NON OWNf 1)
PROPI Ql Y 0AMAGI
COMBINI D
EXCESS LIABIL11Y
UMBRELLA FORM
HODII, Y INJURY AND
PPOPERTYDAMAGE
OTHER THAN UMBRELI A
COMBINED
FORM
WORKERS'COMPENSATION
S I A TO I ORY
tau
and
EMPLOYERS' LIABILITY
OTHER
Z, zzm 1-01
DESCRIPTION OF OPERATIONS/LOCATIONSA'EHICLES
It is understood and agreed that the City of Edmonds is named as an additional insured,
and held harmless from�all claims and/or property damage as pertains to the named
permit.
Cancellation: Should any of the above descr;bed policies be cancelled beinic, nie expiration date tliereof. the issuing com-
pany will endeavor to rnail AQ days written notice to the belovv named certificate liower. but failure to
mail such notice shall impose no obligation or liability of nny kind upon the cornp.iny. Notice to be sent
by certified mail
;2�\
NAME AND ADDRfSS OF CERTIFICATE 110t DER
City of Edmonds
DAlf ISSUID.-__ ___
ACORD 25 (1-79)
CITY OF EDMONDS
COMMUNITY SERVICES DEPARTMENT
250 5th Ave N
DATE RECEIVED_ /Z
DATE ISSUED
0
APPLICATION FOR STREET USE PEqMIT
Name of Applicant: CJ TY ac 4wo/yas
Mailing Address: 617,5-
Telephone Number: 771-37-07— Date:
PERMIT NO._ f6-16
Tf1V)9V"q
Description of Public Place or Portion thereof desired to be used: (exhibit
may be attached)
07Y AU-y,0A770,w-
Type of Use desired to be made of Public Place:
If applicable, attach plans and specifications for any utility or structure to
be erected and/or maintained on the Public Place:
TEMPORARY PERMIT: Unless otherwise designated herein, this permit is understood
by applicant to be wholly of a temporary nature, that it vests no permanent right
whatsoever. If the permitted use becomes dangerous or such structure shall
become insecure or unsafe or shall not be constructed, maintained or used in
accordance with the provisions of this title, the same may be revoked and the
structure and obstructions ordered removed by order of the City Engineer. If th.is
application is for a specified period of time, the terms of said application is:
I
12-1-64P COP% 4o 11. CoAft ne" .<hov-c 7-,,u j/c-/-P;z
INDEMNITY: Applicant understands and by his signature to this application, agrees
to hold the City of Edmonds harmless from any injuries, damages or claims of any
kind or description whatsoever, foreseen or unforeseen, that may be made against
the applicant or the City of Edmonds, or any of its department or employees,
including but not limited to the defense or any legal proceedings including defence
costs, court costs, and attorney fees by reason of granting this permit. In
addition, applicant understands that the City shall -be provided a certificate of
insurance to indemnify and hold the City of Edmonds harmless from all claims
and/or property damage, naming the City of Edmonds as an also insured.
APPLICATION OF CHAPTER 18.70 OF THE COMMUNITY DEVELOPMENT CODE: Applicant warrants
that he has read, or had the opportunity to read, Chapter 18.70 of the Community
Development Code, attached herewith, and understands that all terms of that
Ordinance are incorporated h*6rein as if set forth in full and this application
and permit therefore are subject to the terms of that Chapter of the Edmonds City
Code.
tr
Applicant's Signature
Date
0
City of Edmonds, Community Services Department
APPLICATION FOR STREET USE PERMIT - - Page 2
Approval (and Agreement, if applicable) of Abutting Property Owners:
SIGNATURE
PRINTED NAME
ADDRESS
DATE
DO NOT WRITE BELOW THIS LINE (To be completed by Issuing Agency)
City Council Approval (if appl.icable)(Attach Minute Entry):
ADB Approval (if applicable)(Attach Minute Entry):
74",4044WY
Building Official Approval (if applicable): /* r 4 V Lle*—"
Signature Date
Provision for Indemnity: AV-116-f144- a4al 604u4aXe hy-'rzee4,,1&
Terms and Provision of Performance Bond, if applicable:
PERMIT AUTHORIZATION BY:
gnature
Date
PERMIT NO. Date Issued: 1214109 Permit Fee: Fez- maleib
RELEASED BY RECEIPT NO. BUILDING PERMIT
Remarks/Comments:
FIRE DEPARTMENT APPROVAL
ATE Z,2-�Z -aa-
POLICE DEPARTMENT APPROVAL DATE
ENGINEERING DEPARTMENT APPR6VAL DATE 14-441-�g
BUILDING & GROUNDS APPROVAL Cq;& DATE
PUBLIC WORKS APPROVAL DATE
11
I
Seismic Study
EDMONDS CMC CENTER
Edmonds, Washington
WJA, P.S.
Architects / Engineers / Surveyors
306 Seattle Tower
Seattle, Washington 98101
12 June 89
W��`\ JA
WJA, P.S.
WHITELEY JACOBSEN AND ASSOCIATES
ARCHITECTS / ENGINEERS / PLANNERS
306 Seattle Tower
Third and University
Seattle, Washington 98101
(206) 623-0331 FAX: (206) 467-8441
13 June 1989
Mr. Peter Hahn
City of Edmonds
Community Services Director
250 Fifth Avenue North
Edmonds, WA 98020
Subject: Edmonds Civic Center
Seismic Study
Dear Mr. Hahn:
8931
As authorized by the City of Edmonds, we have conducted a field investigation
and structural analysis of the City's Community Service and Public Safety
Buildings.located at 250 Fifth Avenue North. The scope of work included in our
study is as follows:
Seismic Analysis
1. Review of Civic Center drawings prepared in 1961 by Dan F. Miller, AIA,
Architect with Andersen-Bjornstad-Cain, Structural Engineers. The drawing
set includes drawings A-1 % through A-13 and structural drawings S-1 through
S-5.
2. Prepare a structural analysis regarding the integrity of the existing
buildings in a worst case, earthquake scenario. The lateral force from an
earthquake to be done in accordance with seismic regulations per section
2312(e) of the 1985 Uniform Building Code.
3. Conduct a vertical (gravity) load analysis regarding the hyperbolic
paraboloids capability to support new roof mounted air-conditioning units.
4. Conduct an analysis to determine if openings can be cut through the
existing hyperbolic paraboloid roof for ducting.
5. Prepare a report of findings, conclusions and recommendations.
Mr. Peter Hahn
13 June 1989
Page Two
BUILDING DESCRIPTIONS:
The Edmonds Civic Center is comprised of 2 buildings. The Community Service
Building and the Public Safety Building with an open covered Plaza connecting
the two buildings. The Community Service and Public Safety Buildings
dimensions are 98 feet by 84 feet by 12 feet high and 196 feet by 84 feet by
(12 feet to 22 feet high) respectively. The Plaza dimensions are 63 feet by 28
feet by 20 feet high. The roof system for all three structures is a reinforced
concrete hyperbolic paraboloid consisting of gabeled and inverted type shells.
Shell thickness for the gabeled roof is 23.5 inches at the column support and
tapers to a minimum 2.5 inches. The inverted roof shell thickness is 6 inches
maximum and 2.5 inches minimum.
Both the Community Service and Public Safety Buildings are one story with the
exception of a basement at the north east portion of the Public Safety
Building. The roofs are supported on precast and cast -in -place reinforced
concrete columns generally spaced at 14 feet on center each way. Column
dimensions vary from 8 inches by 8 inches; to 12 inches by 12 inches. The
buildings' perimeter consists of 6" SCT (clay brick) walls supported on
continuous footings.
FINDINGS:
The Plaza and buildings for the Edmonds Civic Center were analyzed separately
for seismic requirements per the UBC (1985 Edition). The following is our
analysis for each building.
A. Plaza
Columns in the Plaza Building must resist both vertical and lateral
loads applied at the roof level and transfer them to the foundation.
The roof slab acts as a diaphragm transferring the loads to the
columns. Two modes of behavior were analyzed as follows:
Case I - Paraboloids acting as individual cantilievered elements.
The columns were analyzed as individual members without a diaphragm
support at the top and fixed at the bottom. For this case, the
columns do not have enough capacity to resist the applied lateral
loads and the foundation is overstressed.
Case II - All paraboloids acting as one unit.
In order to evaluate the structural integrity of the columns when
acting together with the roof slab, the structure was analyzed as a
Mr. Peter Hahn
13 June 1989
Page Three
frame using a computer model,analysis. The roof slab was treated as
an equivalent beam spanning from column to column. The computer
analysis indicates that the columns and the roof slab are adequate and
have enough strength to meet the code requirements.
B. Community Service Building
Case I & II (Same as Plaza)
Lateral seismic loads applied to the Community Service Building was
first distributed to the columns. Some of the columns, such as those
on grid.221 and 20N, when acting as either a cantilevered member from
the foundation, Case I, or acting in a frame action, Case 2, do not
have enough capacity to resist the applied forces.
Footings under all the interior columns are stressed close to their
capacity under vertical loads only and footings are overstressed once
the combination of both the vertical and lateral loads, acting
together, are considered.
Case III - Roof diaphragm with seismic forces transferred to exterior
perimeter walls. Parabaloid columns carry vertical load only.
Based on failure under Case I and II force resistance methods, the
Community Service building was analyzed where all lateral loads are
resisted at the building perimeter by using the exterior walls as
shear resisting elements. The SCT brick walls between the columns
around the building perimeter are approximately 2.25 feet below the
t . op of the concrete columns. The perimeter walls have much higher
rigidity than the individual columns. If a proper connection between
the walls and columns is provided, the lateral loads can be resisted
at the exterior walls. Since these walls have a continuous footing
all around the perimeter, the soil is not overstressed by the
overturning moment. The lateral load path is from the roof to the
perimeter columns and then from the columns to the perimeter walls.
Columns which are supported by walls extending to within 3 feet of the
top of the column have adequate strength.
Walls on grid 18 and between lines K to P are lower and have their
top at approximately 7 feet below the top of the columns. These
columns K18, M18, N18, and P18 are overstressed.
The column to wall connection is critical to the stability of the
building under maximum seismic forces and is overstressed at the end
panels.
Mr. Peter Hahn
13 June 1989
Page Four
C. Public Safety Building
This building has a higher importance factor (I=1.15) since it is
considered an essential building. The same analytical approach as for
the Community Service Building is used for the Public Safety Building.
From our analysis, columns on grids 6B and 6C are overstressed.
All columns on each side of type B walls are overstressed.
The perimeter columns 1A, 1B, 1C, 1D, and 1E are overstressed.
D. Community Service and Public Safety Buildings - Vertical (gravity)
load only.
Under an imposed liveload of 25 lbs. per square foot over the entire
roof area, plus the deadload of the concrete shell structure, the
existing foundations are loaded to 3700 lbs. per square foot. The
structural design notes on the drawing state that the soil capacity is
4000 lbs. per square foot. The existing shells can therefore support
additonal load under gravity load conditions.
In analyzing the roof shell reinforcing, openings can be cut for
ducting to pass through from the roof into the occupied spaces.
CONCLUSIONS
1 Seismic
The Plaza structure is capable of resisting maximum earthquake forces.
The Community Service and Public Safety buildings are not adequate to
resist the forces generated by a worst case earthquake.
2. Vertical Loads
For vertical loads, air conditioning units with a maximum weight of 750
lbs. can be placed on any column which is supporting no more than a 14
foot by 14 foot roof area.
Openings in the roof for ductwork should not exceed 30 inches by 30 inches
in size.
Mr. Peter Hahn
13 June 1989
Page Five
Community Service Building (See Figure 2)
1. Provide new beams between the columns on line 18 between grids K to P or
strengthen the columns by attaching structural steel members from the top
of the wall to the top of the,column.
2. Provide a new structural steel connection between the top of the wall and
the column at the resisting end panels.
Public Safety Bulding (See Figure 1)
1. Strengthen the columns on each side of walls designated as type "B" by
attaching structural steel members from the top of the wall to the top of
the column.
2. Provide a new beam between the columns on line I between grids A to E and
on line 6 between grids B to C.
3. Provide a new structural steel connection between the top of the wall and
the column at the resisting end panels.
RECOMMENDATIONS
Seismic
In order to make the Community Service and Public Safety buildings earthquake
resistant per Section 2312(e) of the 1985 Edition of the Uniform Building Code;
we propose the following corrections:
See Insert 1 (Attached)
Vertical Loads
Roof mounted air-conditioning units should have their weight distributed to the
shell through the beam sections which extend from the column to the shell
perimeter. The air-conditioning unit should be mounted in a frame with support
joints located over the beams.
Openings for the new duct work should be located in the outer portion of each
of the four quadrants of the shell. The edge of the openings should be held a
minimum of 116" in from the shell perimeter and a maximum of 216" in from the
shell perimeter.
Mr. Peter Hahn
13 June 1989
Page Six
General
To prevent deterioration of the Plaza roof reinforcing steel, the cracks in the
Plaza shells should be epoxy grouted and the roofing membrane repaired to
prevent further water penetration through the shell.
We appreciate the opportunity of being of service to the City of Edmonds. We
would be pleased to review our findings and recommendations and discuss the
required corrective actions at your convenience. Please call if you have any
questions concerning this report.
Very truly yours,
WJA, P.S.
Architec.09 E2!?ft, Planners
0 %A
0
d:0'. WA&,�;,
Of
Jac H. Wh P.-E.
Civil and Structural Engineer
cc: Mr. Hal Reeves, Building Official
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FIG.2 COMMUNITY SERVICE BLDG.
PLAN
FIG.1 PUBLIC SAFETY BLDG,
PLAN
NOTES:
io "A' INDICATES A 4" SCT WALL BETWEEN THE COLUMNS. THE TOP OF
THE WALL IS 7'7" BELOW TOP OF THE COLUMNS.
"B" INDICATES A 6' SCT WALL BETWEEN THE COLUMNS. THE TOP OF
THE WALL IS 2'3" BELOW TOP OF THE COLUMNS.
COLUMN REQUIRES STRENGTHENING.
4--1 1, INDICATES HEADER MUST BE ADDED.
5. "1 " INDICATES COLUMN TO WALL CONNECTION MUST BE STRENGTHENED.
CAOCADR A. & ff. SUPPLAKS CO.
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. ...... ......... ......... .............. .... .......... ............ .............. I ............. . ............ . ............. . ................. ........................ .............. ............. ............ .............
............. ............. ... ...........
. . ........... ............ . .... . ........... .......
............. ............
r ............. ............. .............. ............ ............... ......................... . .......... . ............. ................ - ................................
. ..............
............ .............. .............. .............. .......... .4 ............. 4 ........... ............
.............. .............. .............. : ........... .............. ........... .............. .............
. ..... . ......... ............. . ............ ............ -F .............. .............. .............
............ .............. .............. .............. ............. ............ ... ....... .............
....... .. ... . ... ........... ............. ........... ..
.............. . .......... .............. .............. . .............. .............. ............. ............. ............ ............. .............. .............
............ ............. ............. ............. . ............. .............. .............. ......... ..............
........... ;� 4. ............ ....... .......... ...........
....... . ............. I .... . ................. ... . ........ .............. . ........... . . ....... ............. . ............
. ...... ............ ............. ... ......... ..... ....... .......... ............. .............. .............. ............. I .............
. . .. ......... ..... .........
I ; i ..... .... .. ............... . ............ ......... .. PIWII ............. ............. I ............
... ........
............ .............. .. ............ .............. ............. ............. .............. ........................................... ....... ... . .............. ............. . ............. ...... ....................................................... .............. ............. ............. ..... ....... ...............
..... ... ..
............ ............. .. . ............. ......... ...............
. ..... !ii-] :JT ............. . . .......... .............
Ao -- 14444 :
............ . ........... .............. ....... . ............. ................ ........................................................... ............. ...... .............. .............. ......
............ ............. .............. .............. ............. ............. .............. .......................... ............. ............. ............. ............. ...........
i A i
... .... ...
............. .............. ............ ................ . .......... ............. ............................ .............. - ............. : ............. ......... .............
............... ............. ............. . .... ............. ............................................ .. .......... ............
............. ............................ ...... ... ... ............. ...........
.............. ............. .................................... .. .............
: ............................................ - ............. ........... ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... ........ .............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
(41 . ....... ..... . 5 1 .............. ......... ...... ...... . ......... .... ........ ............ ...........................
............ ............. ............ hwl
...........
.............
............. ............. . ............. . ............. .......... ... .............. .............. ............. ............. . . . .
t ............. t- ........... t ............. .............. ............................ ............. ............. t ............
................................. ........ ............. ............. ..............
...................... -.:
A�l
....... .......... ..... ............. ............................................ ............. .............
...
............ .............. . ............. .............. .............. .............. . ......... .... ........
............ ............ ............. ............. .............. .............. .......... ...........
..............
............. ............ . .............................. .............. .............. .............. ............. ............. ........... .............
. . ............. .............. .............. .............. .............. .............. ------------- ........... I ........... .
jq . . ...... .............
................
............ .............. ....... . ..... ........... . ............. .............. ............. ..............
............................... ............. .............. ...... ....... .........
............. . . . -
............. .......... ............. . ...... .. .......... .... . ............. ............. .............. ............. .............. ..............
.......... ... .... . ....... ............ ............. ............
.. .......... .............. .... .. ........... .............. .............
............ . ............ .............. .............. .............. .............. ............. ............. .............
............ ............. ............. .. .........
--- ---- ......
............. .............. .............. .............. .......... .............. .............. ............. ............. .............. .............. ............. .............. . .... ... . .............. ............. ............. ............. ............. .............
. ........... .. ....... ... ..... ... . ... ..................... ............. .............. ............ . ......... .
.......... ............. ............. ............
............ .............. ........... . ............. . ............. ..... ......
.............. .............. .............. ............. ............. .............. .......... ......... ........ ............
. ......... ............ .............. .............. ..............
............. .............. .............. ............. ...........
............ ............. . ............. .............. .............. ........ ..... ------ .. .... .... .........
.............. .. .... . ... ............. .............. ................. ............ .............. .............. .. . ........ ............. .............. .............. .............. .............. .............
............ ...Aft .. ........ .......... .............
>
12
W PRMMMI�Im,Grdw,M.01471.
I
I
I
I
I
I
i
I
i
I
I
k
1-1,
I
STAAD PLANE'
*DATA SET SPF\.MOSEN\EDMOND�PLAZA2
UNIT FT KIP
JOINT COORD
1 0 0 0 10 63 0 0; 11 0 17.S 0 74 63 17.5 0
MEMBER INCID
1 1 11; 2 2 18; 3 3 25; 4 4 32; 5 S 39; 6 6 46; 7
10 10 74; 11 11 12 73
UNIT INCH
MEMBER PROP
1 TO 10 PRISM YD 18 ZD 8
11 17 18. 24 2S 31 32 38 39 PRISM YD 1S.2 ZD 168
45 46 52 53 S9 60 66 67 73 PRISM YD 1S.2 ZD 168
12 16 19 23 26 30 33 37 40 PRISM YD 11.2 ZD 168
44 47 51 S4 58 61 65 68 72 PRISM YD 11.2 ZD 168
13 IS 20 22 27 29 34 36 41 PRISM YD 7.4 ZD 168
43 48 50 55 57 62 64 69 71 PRISM YD 7.4 ZD 168
14 21 28 35 42 49 S6 63 70 PRISM YD -2.5 ZD 168
UNIT FT KIP
CONST
E 520000 ALL
DENSITY 0.1S ALL
SUPPORTS
1 TO 10 FIXED
PLOT PLANE XY
LOAD 1 * DL *
MEMBER LOAD
11 TO 73 UNI Y -1.86
LOAD 2 * LL *
MEMB LOAD
11 TO 73 UNI Y -0.36
LOAD 3 * EQ *
MEMB LOAD
11 TO 73 UNI X 0.26
LOAD COMB 4 * 1.4 DL + 1.7 LL *
1 1.4 2 1.7
LOAD COMB S * 0.9 DL +1.43 EQ *
1 0.9 3 1.43
LOAD COMB 6 * 0.75( 1.4 DL + 1.7 LL + 1.87 EQ
1 1.05 2 1.27S 3 1.403
PDELTA ANALYSIS
PRINT SUPPORT REACTIONS ALL
PRINT MEMB FORCES LIST 1 4 5 10 11 TO IS 31 TO 39
PRINT JOINT DISPLACEMENTS LIST 11 25 39 67 74
PRINT MAX FORCE ENVELOPE LIST 1 4 5 10 11 TO 18 31
UNIT INCH
START CONCRETE DESIGN
CODE ACI
FYMAIN 60 ALL
FC 4 ALL
CLEAR 0.75 MEMB 1 4 5 10 31 TO 39
TRACK 1.0 MEMB 1 4 S 10
TRACK 2.0 MEMB 31 TO 39
DESIGN COLUMN 1 4 5 10
DESIGN BEAM 31 TO 39
END CONCRETE DESIGN
PLOT DISPLACEMENT FILE PLAZA2.DEF
PLOT BENDING FILE PLAZA2.BEN
FINISH
7 53; 8 8 60; 9 9 67
66 TO 73
TO 39 66 TO 73
M44
I
PAGE NO. 4T.
S T A A D - III
REVISION 10.2 (VERSION 10 LEVEL 2.)
PROPRIETARY PROGRAM OF
RESEARCH ENGINEERS,INC.
DATE= JUN 6, 1989
TIME= 12:43:43
1. STAAD PLANE
2. *DATA SET SPF\,MOSEN\EDMOND\PLAZA2
3. UNIT FT KIP
4. JOINT COORD
5. 1 0 0 0 10 63 0 0; 11 0 17.5 0 74 63 17.5 0
6. MEMBER INCID
7. 1 1 11; 2 2 18; 3 3 2S; 4 4 32; 5 5 39; 6 6 46;
8. 10 10 74; 11 11 12 73
9. UNIT INCH
10. MEMBER PROP
11. 1 TO 10 PRISM YD 18 ZD 8
12. 11 17 18 24 25 31 32 38 39 PRISM YD 15.2 ZD 168
13. 4S 46 52 53 S9 60 66 67 73 PRISM YD 15.2 ZD 168
14. 12 16 19 23 26 30 33 37 40 PRISM YD 11.2 ZD 168
15. 44 47 51 54 SB 61 6S 68 72 PRISM YD 11.2 ZD 168
16. 13 15 20 22 27 29 34 36 41 PRISM YD 7.4 ZD 168
17. 43 48 50 SS S7 62 64 69 71 PRISM YD 7.4 ZD 168
18. 14 21 28 3S 42 49 S6 63 70 PRISM YD 2.5 ZD 168
19. UNIT FT KIP
20. CONST
21. E 520000 ALL
22. DENSITY 0.15 ALL
23. SUPPORTS
24. 1 TO 10 FIXED
25. PLOT PLANE XY
7 7 53; 8 8 60; 9 9 67
STAAD PLANE
*DATA SET SPF\MOSEN\EDMOND\PLAZA2
-- PAGE NO. Pr
Y
COORDINATES ORIENTATION
X
PLOT PLANE XY 0.00
--------------
MAX. HORIZONTAL LENGTH= 63.00. MAX. VERTICAL LENGTH
END OF PLOT
26.-LOAD 1 * DL *
27. MEMBER LOAD
28. 11 TO 73 UNI Y -1.B6
29. LOAD 2 * LL *
30. MEMB LOAD
31. 11 TO 73 UNI Y -0.36
32. LOAD 3 * EQ *
33. MEMB LOAD
34. 11 TO 73 UNI X 0.26
35. LOAD COMB 4 * 1.4 DL + 1.7 LL *
36. 1 1.4 2 1.7
37. LOAD COMB 5 * 0.9 DL +1.43 EQ *
38. 1 0.9 3 1.43
39. LOAD COMB 6 * 0.75( 1.4 DL + 1.7 LL + 1.87 EQ
40. 1 1.05 2 1.27S 3 1.403
41. PDELTA ANALYSIS
PROCESSING MEMBER/ELEMENT INFORMATION.
PERFORMING BANDWIDTH REDUCTION.
ORIGINAL BANDWIDTH = 64
REDUCED BANDWIDTH = 2
CHECKING LOAD DATA.
PROCESSING
SUPPORT CONDITION.
PROCESSING
AND SETTING UP LOAD VECTOR.
PROCESSING
PROCESSING
ELEMENT STIFFNESS MATRIX.
GLOBAL STIFFNESS MATRIX.
PROCESSING
TRIANGULAR FACTORIZATION.
12:44: 13
12:44:20
12: 44:23
17.SO
I
STAAD PLANE
*DATA SET SPF\MOSEN\EDMOND\PLAZA2
CALCULATING JOINT DISPLACEMENT.
ADJUSTING DISPLACEMENTS FOR P-DELTA ANALYSIS
CALCULATING ELEMENT FORCES.
42. PRINT SUPPORT REACTIONS ALL
-- PAGE NO.
12:44:25
12:44.'28
12:44:38
STAAD PLANE
*DATA SET SPF\MOSEN\EDMOND\PLAZA2
-- PAGE NO. 12,400,
SUPPORT REACTIONS -UNIT KIP FEET
-----------------
JOINT LOAD
1 1
FA
R.
4
5
-1
6_6
2
4
5
6
1
2
3
4
5
6
1
2
3
4
s
6
1
2
3
4
s
6
2
4
6
2
4
6
2
4
s
6
1
2
3
4
s
6
1
2
STRUCTURE TYPE = PLANE
FORCE-X
FORCE-Y
FORCE-Z
mom-x
0.37
4.95
0.00
0.00
0.07
0.96
0.00
0.00
-1.45
-3.18
0.00
0.00
0.64
8.55
0.00
0.00
-1.74
-0.09
0.00
0.00
-1.55
1.96
0.00
0.00
-0.13
15.20
0.00
0.00
-0.03
2.94
0.00
0.00
-1.76
1.57
0.00
0.00
-0.23
26.29
0.00
0.00
-2.64
15.92
0.00
0.00
-2.64
21.91
0-00
0.00
0.0s
12.15
0.00
0.00
0.01
2.3S
0.00
0.00
-1.63
-0.65
0.00
0.00
0.09
21.01
0.00
0.00
-2.28
10.00
0.00
0.00
-2.22
14.84
0.00
0.00
-0.02
13.35
0.00
0.00
0.00
2.58
0.00
0.00
-1.68
0.28
0.00
0.00
-0.04
23.09
0.00
0.00
-2.43
12.42
0.00
0 " 00
-2.39
17.71
0.00
0.00
0.01
12.93
0.00
0.00
0.00
2.50
0.00
0.00
-1.66
-0.15
0.00
0.00
0.02
22.36
0.00
0.00
-2.37
11.42
0.00
0.00
-2.32
16.56
0.00
0.00
-0.01
12.93
0.00
0.00
0.00
2.50
0.00
0.00
-1.66
0.15
0.00
0.00
-0.02
22.36
0.00
0.00
-2.39
11.86
0.00
0.00
-2.3S
16.99
0.00
0.00
0.02
13.3s
0.00
0.00
0.00
2.58
0.00
0.00
-1.68
-0.28
0.00
0.00
0.04
23.09
0.00
0.00
-2.39
11.62
0.00
0.00
-2.33
16.92
0.00
0.00
-0.05
12.15
0.00
0.00
-0.01
2.35
0.00
0.00
-1.63
0.65
0.00
0.00
-0.09
21.01
0.00
0.00
-2.38
11.87
0.00
0.00
-2.36
16.67
0.00
0.00
0.13
15.20
0.00
0.00
0.03
2.94
0.00
0.00
MOM=
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
mom z
-2.16
-0.42
13.42
-3.74
17.24
16.02
0.76
0.15
15.25
1.32
222. 50
22.39
-0.31
-0.06
14.48
-O.S4
20.42
19.91
0.14
0.03
14.79
0.24
21.27
20.93
-0.07
-0.01
14.68
-0.13
20.93
20.50
0.07
0.01
14.68
0.13
21.06
20.69
-0.14
-0.03
14.79
-0.24
21.02
20.57
0.31
0.06
14.48
0.54
20.98
20.71
-0.76
-0.1s
STAAD PLANE
*DATA SET 8PF\MOSEN\EDMOND\PLAZA2
SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE = PLANE
-
=� _-__-_-__-_______
-- PAGE NO
'
~�
JOINT LOAD
FORCE-X
FORCE-Y
FORCE-Z
MOM-X
MOM-Y
MOM Z
-~
3
'-1'76
-1'67
O'OO
O'OO
O-OO
lS'2S
4
0'23
26'29
O'OO
O'OO
0'00
-1'32
5
-2-40
11'44
O'OO
O'OO
O-OO
21'12
6
-2'30
17'52
O'OO
O'OO
D'OO
30'41
10 1
-0'37
4'95
O'OO
O'OO
O-OO
2'16
2
-0'07
0'96
O'OO
O'OO
O'OO
0'42
3
-1'45
3-18
O-OO
O'OO
O'OO
13'42
v�
4
-0'64
8'55
0'00
O'OO
O'OO
3'74
5
-3'40
9'00
O'OO
O'OO
0'00
21'14
6
-2'5l
10'87
O'OO
O'OO
D'OO
21'63
END OF
LATEST ANALYSIS RESULT
43' PRINT
MEM8 FORCES
LIST l 4
5 10 ll TO
18 31 TO
39 66 TO 73
STAAD PLANE
*DATA SET SPF\MOSEN\EDMOND\PLAZA2
MEMBER END FORCES
-----------------
STRUCTURE
TYPE
= PLANE
ALL UNITS
ARE
KIP
FEET
MEMB LOAD
JT
AXIAL
SHEAR-Y SHEAR-Z
1 .1
1
4.95
-0.37
0.00
11
-4.95
0.37
0.00
2
1
0.96
-0.07
0.00
11
-0.96
0.07
0.00
3
1
-3.18
1.45
0.00
11
3.18
-1.45
0.00
4
1
8.55
-0.64
0.00
11
-8.55
0.64
0.00
5
1
-0.09
1.74
0.00
11
0.09
-1.74
0.00
6
1
1.96
1.55
0.00
11
-1.96
-1.55
0.00
4 1
4
13.35
0.02
0.00
32
-13.35
-0.02
0.00
2
4
2.58
0.00
0.00
"072
-2.58
0.00
0.00
3
4
0.28
1.68
0.00
32
-0.28
-1.68
0.00
4
4
23.09
0.04
0.00
32
-23.09
-0.04
0.00
5
4
12.42
2.43
0.00
32
-12.42
-2.43
0.00
6
4
17.71
2.39
0.00
32
-17.71
-2.39
0.00
5 1
5
12.93
-0.01
0.00
39
-12.93
0.01
0.00
2
5
2.50
0.00
0.00
39
-2.50
0.00
0.00
3
5
-0.15
1.66
0.00
39
0.15
-1.66
0.00
4
5
22.36
-0.02
0.00
39
-22.36
0.02
0.00
5
5
11.42
2.37
0.00
39
-11.42
-2.37
0.00
6
5
16.56
2.32
0.00
39
-16.56
-2.32
0.00
10 1
10
4.95
0.37
0.00
2
74
10
-4.95
0.96
-0.37
0.07
0.00
0.00
74
-0.96
-0.07
0.00
3
10
3,18
1"45
0"00
74
-3.18
-1.45
0.00
4
10
8.5s
0.64
0.00
74
-8.55
-0.64
0.00
-- PAGE NO.
TORSION
MOM-Y
MOm-z
0.00
0.00
-2.16
0.00
0.00
-4.33
0.00
0-00
-0.42
0.00
0.00
-0.84
0.00
0.00
13.42
0.00
0.00
11.94
0.00
0.00
-3.74
0.00
0.00
-7.49
0.00
0.00
17.24
0.00
0.00
13.17
0.00
0.00
16.02
0.00
0.00
11.13
0.00
0.00
0.14
0.00
0.00
0.27
0.00
0.00
0.03
0.00
0.00
0.05
0.00
0.00
14.79
0.00
0.00
14.67
0.00
0.00
0.24
0.00
0.00
0.47
0.00
0.00
21.27
0.00
0.00
21.23
0.00
0.00
20.93
0.00
0.00
20.94
0.00
0.00
-0.07
0.00
0.00
-0.15
0.00
0.00
-0.01
0.00
0.00
-0.03
0.00
0.00
14.68
0.00
0.00
14.4S
0.00
0.00
-0.13
0.00
0.00
-0.25
0.00
0.00
20.93
0.00
0.00
20.S4
0.00
0.00
20.SO
0.00
0-00
20.09
0.00
0.00
2.16
0.00
0.00
4.33
0.00
0.00
0.42
0.00
0.00
0.84
0.00
0.00
13.42
0.00
0.00
11.94
0.00
0.00
3.74
0.00
0.00
7.49
STAAD PLANE
*DATA SET SPF\MOSEN\EDMOND\PLAZA2
'PAGE NO.
MEMBER END
-----------------
FORCES
STRUCTURE
TYPE
= PLANE
ALL UNITS
ARE
KIP
FEET
MEMB LOAD
JT
AXIAL
SHEAR-Y
SHEAR-Z
TORSION
MOM-Y
mom-z
s
10
9.00
2.40
0.00
0.00
0.00
21.14
.6
74
-9.00
-21.40
0.00
0.00
0.00
20.97
10
10.87
2.51
0.00
0.00
0.00
21.63
74
-10.87
-2.Sl
0.00
0.00
0.00
22.36
1
11
0.37
4.9S
0.00
0.00
0.00
4.33
12
-0.37
-3.09
0.00
0.00
0.00
-0.32
2
11
0,07
0,96
0"00
0"00
0"00
0,84
12
-0.07
-0.60
0.00
0.00
0.00
-0.06
3
11
-1.45
-3.18
0.00
0.00
0.00
-11.94
12
1.19
3.18
0.00
0.00
0.00
8.76
4
11
0.64
8.55
0.00
0.00
0.00
7.49
12
-0.64
-5.34
0.00
0.00
0.00
-0.55
5
11
-1.74
-0.09
0.00
0.00
0.00
-13.17
12
1.37
1.77
0.00
0.00
0.00
12-24
6
11
-i.ss
1.96
0.00
0.00
0.00
-11.1"17)
12
1.19
0.46
0.00
0.00
0.00
11.88
12 1
12
0.37
3.09
0.00
0.00
0.00
0.32
13
-0.37
-1.23
0.00
0.00
0.00
1.84
2
12
0.07
0.60
0.00
0.00
0.00
0.06
13
-0.07
-0.24
0.00
0.00
0.00
0.36
3
12
-1.19
-3.18
0.00
0.00
0.00
-8.76
13
0.93
3.18
0.00
0.00
0.00
5.58
4
12
13
0.64
-0.64
5.34
-2.12
0.00
0.00
0.00
0.00
0.00
0.00
0.55
3.18
5
12
-1.37
-1.77
0.00
0.00
0.00
-12.24
13
1.00
3.44
0.00
0.00
0.00
9.64
6
12
-1.19
-0.46
0.00
0.00
0.00
-11.88
13
0.82
2.87
0.00
0.00
0.00
10.21
13 1
13
14
0.37
-0.37
1.23
0.63
0.00
0.00
0.00
0.00
0.00
0.00
-1.84
2.14
2
13
0.07
0.24
0.00
0.00
0.00
-0.36
14
-0.07
0.12
0.00
0,00
0.00
0.41
3
13
-0.93
-3.18
0.00
0.00
0.00
-5.sa
14
0.67
3.18
0.00
0.00
0.00
2.40
4
13
0.64
2.12
0.00
0.00
0.00
-3.18
14
-0.64
1.10
0.00
0.00
0.00
3.69
5
13
-1.00
-3.44
0.00
0.00
0.00
-9.64
14
0.63
5.11
0.00
0.00
0.00
5.36
6
13
14
-0.83
0.46
-2.87
5.28
0.00
0.00
0.00
0.00
0.00
0.00
-10.21
6.14
14 1
14
0.37
-0.63
0.00
0.00
0.00
-2.14
is
-0.37
2.49
0.00
0.00
0.00
O.S7
2
14
0.07
-0.12
0.00
0.00
0.00
-0.41
is
-0.07
0.48
0.00
0.00
0.00
0.11
3
14
is
-0.67
0.41
-3.18
3.18
0.00
0.00
0.00
0.00
0.00
0.00
-2.40
-0.78
STAAD PLANE
*DATA SET SPF\MOSEN\EDMOND\PLAZA2
PAGE NO. /� /4f
MEMBER END
7 - - - - - - - - -
FORCES
- - - - -
STRUCTURE
- -
TYPE
= PLANE
ALL UNITS
ARE
KIP
FEET
MEMB LOAD
JT
AXIAL
SHEAR-Y SHEAR-Z
TORSION
MOM-Y
mom-z
4
14
0.64
-1.10
0.00
0.00
0.00
-3.69
.5
is
-0.64
4.31
0.00
0.00
0.00
0.99
14
-0.63
-S.11
0.00
0.00
0.00
-S.36
is
0.2S
6.79
0.00
0.00
0.00
-O.S9
6
14
-0.46
-S.28
0.00
0.00
0.00
-6.14
is
0.10
7.69
0.00
0.00
0.00
-0.35
IS 1
IS
0^37
-2"49
0*00
0"00
0,00
-O"S7
16
-0.37
4.35
0.00
0.00
0.00
-2.85
2
is
0.07
-0.48
0.00
0.00
0.00
-0.11
16
-0.07
0.84
0.00
0.00
0.00
-0.55
3
is
-0.41
-3.18
0.00
0.00
0.00
0.78
16
0.15
3.18
0.00
0.00
0.00
-3.9s
4
is
0.64
-4.31
0.00
0'.00
0.00
-0.99
16
-0.64
7.53
0.00
0.00
0.00
-4.93
s
15
-0.25
-6.79
0.00
0.00
0.00
0.59
16
-0.12
8.46
0.00
0.00
0.00
-8.22
6
is
-0.09
-7.69
0.00
0.00
0.00
0.35
16
-0.27
10.10
0.00
0.00
0.00
-9.25
16 1
16
0.37
-4.35
0.00
0.00
0.00
2.85
17
-0.37
6-21
0.00
0.00
0.00
-8.14
2
16
0.07
-O.B4
0.00
0.00
0.00
0.55
17
-0.07
1.20
0.00
0.00
0.00
-I.S7
3
16
17
-0"15
-0.11
-3,18
3.18
0"00
0.00
0"00
0.00
0,00
0.00
3,95
-7.13
4
16
0.64
-7.53
0.00
0.00
0.00
4.93
17
-0.64
10.74
0.00
0.00
0.00
-14.07
5
16
0.12
-8.46
0.00
0.00
0.00
8.22
17
-0.49
10.14
0.00
0.00
0.00
-17.52
6
16
0.27
-10.10
0.00
0.00
0.00
9.25
17
-0.64
12.52
0.00
0.00
0.00
-20.56
17 1
17
0.37
-6.21
0.00
0.00
0.00
8.14
is
-0.37
8.07
0.00
0-00
0.00
-15.28
2
17
0.07
-1.20
0.00
0.00
0.00
1.S7
is
-0.07
1.56
0.00
0.00
0.00
-2.96
3
17
0.11
-3.18
0.00
0.00
0.00
7.13
is
-0.37
3.18
0.00
0.00
0.00
-10.31
4
17
0.64
-10.75
0.00
0.00
0.00
14.07
is
-0.64
13.96
0.00
0.00
0.00
-26.42
5
17
18
0.49
-0.86
-10.14
11.81
0.00
.0.00
0.00
0.00
.0.00
0.00
17.S2
-28.49
6
17
0.64
-12.52
0.00
0.00
0.00
20.56
is
-1.00
14.93
0-00
0.00
0.00
-34.28
is I
is
0.24
7.13
0.00
0.00
0.00
13.76
19
-0.24
-5.27
0.00
0.00
0.00
-7.56
2
is
0.05
1.38
0.00
0.00
0.00
2.66
19
-O.OS
-1.02
0.00
0.00
0.00
-1.46
STAAD PLANE
*DATA SET SPF\MOSEN\EDMOND\PLAZA2
PAGE NO.
MEMBER END FORCES
-----------------
STRUCTURE
TYPE
= PLANE
ALL UNITS
ARE
KIP
FEET
MEMB LOAD
JT
AXIAL
SHEAR-Y SHEAR-Z
TORSION
MOM-Y
MOm-z
3
is
-1.40
-1.61
0.00
0.00
0.00
-5.29
.4
19
1.14
1.61
0.00
0.00
0.00
3.68
is
0.42
12.33
0.00
0.00
0.00
23.78
19
-0-42
-9.11
0.00
0.00
0.00
-13.06
5
is
-1.78
4.11
0.00
0.00
0.00
4.81
19
1.41
-2.44
0.00
0.00
0.00
-1.53
6
18
-1.6S
6.99
0.00
0.00
0.00
10.41
19
1.28
-4.57
0.00
0.00
0.00
-4.63
31 1
31
0.29
-4.90
0.00
0.00
0.00
S.95
32
-0.29
6.76
0.00
0.00
0.00
-11.78
2
31
0.06
-0.95
0.00
0.00
0.00
1.15
32
-0.06
1.31
0.00
0.00
0.00
-2.28
3
31
0.36
-2.26
0.00
0.00
0.00
5.52
32
-0.62
2.26
0.00
0.00
0.00
-7.79
4
31
0.51
-8.47
0.00
0.00
0.00
10.29
32
-0.51
11.69
0.00
0.00
0.00
-20.36
5
31
0.78
-7.65
0.00
0.00
0.00
13.25
32
-1.15
9.32
0.00
0.00
0.00
-21.73
6
31
0.89
-9.53
0.00
0.00
0.00
15.46
32
-1.25
11.94
0.00
0.00
0.00
-26.20
32 1
32
0.27
6.60
0.00
0.00
0.00
ii.si
33
-0.27
-4.74
0.00
0.00
0.00
-5.84
2
32
33
0.05
-0.05
1.28
-0.92
0.00
0.00
0.00
0.00
0.00
0.00
2.23
-1.13
3
32
-1.07
-1.98
0.00
0.00
0.00
-6.89
33
0.81
1.98
0.00
0.00
0.00
4.90
4
32
0.47
11.41
0.00
0.00
0.00
19.89
33
-0.47
-8.19
0.00
0.00
0.00
-10.09
5
32
-1.29
3.10
0.00
0.00
0.00
0.51
33
0.92
-1.43
0.00
0.00
0.00
1.76
6
32
-1.15
5.78
0.00
0.00
0.00
5.26
33
0.79
-3.36
0.00
0.00
0.00
-0.69
33 1
33
0.27
4.74
0.00
0.06
0.00
5.84
34
-0.27
-2.88
0.00
0.00
0.00
-2.03
2 .33
0.05
0.92
0.00
0.00
0.00
1.13
34
-0-05
-0.56
0.00
0.00
0.00
-0.39
3
33
-0.80
-1.98
0.00
0.00
0.00
-4.90
34
0.54
1.98
0.00
0.00
0.00
2-92
4
33
34
0.47
-0.47
8.19
-4.97
0.00
0.00
0.00
0.00
0.00
0.00
10.09
-3.51
5
33
-0.91
1.43
0.00
0.00
0.00
-1.76
34
0.54
0.24
0.00
0.00
0.00
2.35
6
33
-0-78
3.36
0.00
0.00
0.00
0.69
34
0.41
-0.95
0.00
0.00
0.00
1.47
34 1
34
0.27
2.88
0.00
0.00
0.00
2.03
35
-0.27
-1.02
0.00
0.00
0.00
-0.08
ST111111 PLANE
PAGE NO.
*DATA SET SPF\MOSEN\EDMOND\PLAZA2
MEMBER END FORCES
-----------------
STRUCTURE
TYPE
= PLANE
ALL UNITS
ARE
KIP
FEET
MEMB LOAD
JT
AXIAL
SHEAR-Y SHEAR-Z
TORSION
MOM-Y
Mom-z
2
34
0.05
0.56
0.00
0.00
0.00
0.39
35
-0.05
-0.20
0.00
0.00
0.00
-0.02
3
34
-0.55
-1.98
0.00
0.00
0.00
-2.92
35
0.29
1.98
0.00
0-00
0.00
0.94
4
34
0.47
4.97
0.00
0.00
0.00
3.sl
35
-0.47
-1.76
0.00
0.00
0.00
-O.ls
5
34
-0.54
-0.24
0.00
0.00
0.00
-2.35
35
0.17
1.92
0.00
0.00
0.00
1.27
6
34
-0.42
0.9s
0.00
0.00
0.00
-1.47
35
0.0s
1.46
0.00
0.00
0.00
1.21
3s 1
35
0.27
1.02
0.00
0.00
0.00
0.08
36
-0.27
O.B4
0.00
0.00
0.00
0.00
2
35
0.05
0.20
0.00
0.00
0.00
0.02
36
-0.05
0.16
0.00
0.00
0.00
0.00
3
35
-0.29
-1.98
0.00
0.00
0.00
-0.94
36
0-03
1.98
0.00
0.00
0.00
-1.04
4
35
0"47
1"76
0,00
0"00
0,00
0"15
36
-0.47
1.46
0.00
0.00
0.00
0.00
5
3S
-0.17
-1.92
0.00
0.00
0.00
-1.27
36
-0.21
3.59
0.00
0.00
0.00
-1.48
6
35
-0.05
-1.46
0.00
0.00
0.00
-1.21
36
-0.31
3.87
0.00
0.00
0.00
-1.46
36 1
36
0,27
-0"84
0"00
0"00
0,00
0"00
37
-0.27
2.70
0.00
0.00
0.00
-1.77
2
36
O.Os
-0.16
0.00
0.00
0.00
0.00
37
-0.05
0.52
0.00
0.00
0.00
-0.34
3
36
-0.03
-1.98
0.00
0.00
0.00
1.04
37
-0.23
1.9s
0.00
0.00
0.00
-3.02
4
36
0.47
-1.46
0.00
0.00
0.00
0.00
37
-0.47
4.67
0.00
0.00
0.00
-3.06
s
36
0.21
-3.59
0.00
0.00
0.00
1.48
37
-0.58
S.27
0.00
0.00
0.00
-S.91
6
36
0,31
-3"87
0"00
0-00
0"00
1"46
37
-0.68
6.29
0.00
0.00
0.00
-6.53
37 1
37
0.27
-2.70
0.00
0.00
0.00
1.77
38
-0.27
4.56
0.00
0.00
0.00
-5.40
2
37
O.Os
-O.S2
0.00
0.00
0.00
0.34
38
-0.05
0.88
0.00
0.00
0.00
-1.05
3
37
38
0.23
-0.49
-1.98
1.98
0.00
0.00
0.00
0.00
0.00
0.00
3.02
-5.00
4
37
0.47
-4.67
0.00
0.00
0.00
3.06
38
-0.47
7.89
0.00
0.00
0.00
-9.34
s
37
0.58
-5.27
0.00
0.00
0.00
S.91
38
-O.qs
6.94
0.00
0.00
0.00
-12.02
(1
37
0.68
-6.29
0.00
0.00
0.00
6.S3
38
-1.04
8.70
0.00
0.00
0.00
-14.03
38 1
38
0.27
-4.S6
0.00
0.00
0.00
S.40
39
-0.27
6.42
0.00
0.00
0.00
-10.90
ST AAD PLANE
*DATA SET SPF\MOSEN\EDMOND\PLAZA2
PAGE NO.
MEMBER END FORCES
-----------------
STRUCTURE
TYPE
PLANE
ALL UNITS
ARE
KIP
FEET
MEMB LOAD
JT
AXIAL
SHEAR-Y
SHEAR-Z
TORSION
MOM-Y
MOM-Z
2
38
0.05
-0.86
0.00
0.00
0.00
1.05
39
-0.05
1.24
0.00
0.00
0.00
-2.11
3
38
0.49
-1.98
0.00
0.00
0.00
5.00
39
-0.75
1.98
0.00
0.00
0.00
-6.98
4
38
0.47
-7.89
0.00
0.00
0.00
9.34
39
-0.47
11.11
0.00
0.00
0.00
-18.84
5
38
0.94
-6.94
0.00
0.00
0.00
12.02
39
-1.32
8.61
0.00
0.00
0.00
-19.79
6
38
1.04
-8.70
0.00
0.00
0.00
14.03
39
-1.40
11.11
0.00
0.00
0.00
-23.93
39 1
39
0.28
6.Sl
0.00
0.00
0.00
11.04
40
-0.28
-4.6S
0.00
0.00
0.00
-5.46
2
39
O.Os
1.26
0.00
0.00
0.00
2.14
40
-0.05
-0.90
0.00
0.00
0.00
-1.06
3
39
-0.91
-2.13
0.00
0.00
0.00
-7.47
40
0.65
2.13
0.00
0.00
0.00
S.34
4
39
0.49
11.26
0.00
0.00
0.00
19.09
40
-0.49
-8.04
0.00
0.00
0.00
-9-45
5
39
-1.04
2.81
0.00
0.00
0.00
-0.74
40
0.67
-1.13
0.00
0.00
0.00
2.71
6
39
-0.90
5.45
0.00
0.00
0.00
3.84
40
O.S4
-3.04
0.00
0-00
0.00
0.40
66 1
66
0,24
-5"27
0"00
0"00
0"00
7"56
67
-0.24
7.13
0.00
0.00
0.00
-13.75
2
66
O.Os
-1.02
0.00
0.00
0.00
1.46
67
-0.05
1.38
0.00
0.00
0.00
-2.66
3
66
1.13
-1.61
0.00
0.00
0.00
3.69
67
-1.39
1.61
0.00
0.00
0.00
-5.29
.4
66
0.42
-9.11
0.00
0.00
0.00
13.06
67
-0.42
12.33
0.00
0.00
0.00
-23.78
5
66
1.84
-7.05
0.00
0.00
0.00
12.07
67
-2.21
8.72
0.00
0.00
0.00
-19.95
6
66
1.90
-9.09
0.00
0.00
0.00
14.96
67
-2.27
ii.si
0.00
0.00
0.00
-25.26
67 1
67
0.37
8.07
0.00
0.00
0.00
15.28
68
-0.37
-6.21
0.00
0.00
0.00
-8.14
2
67
0.07
1.56
0.00
0.00
0.00
2.96
68
-0.07
-1.20
0.00
0.00
0.00
-1.57
3
67
68
-0.37
0.11
-3.18
3.18
0.00
0.00
0.00
0.00
0.00
0.00
-10.31
7.13
4
67
0.64
13.96
0.00
0.00
0.00
26.42
68
-0.64
-10.75
0.00
0.00
0.00
-14.07
5
67
-0.20
2.72
0.00
0.00
0.00
-0.99
68
-0.17
-1.05
0.00
0.00
0.00
6
67
-0.04
6.01
0.00
0.00
0.00
S.35
68
-0.32
-3.60
0.00
0.00
0.00
-0.55
68 1
68
0.37
6.21
0.00
0.00
0.00
8.14
69
-0.37
-4.35
0.00
0.00
0.00
-2.85
STAAD
PLANE
PAGE NO..
*DATA SET
SPF\MOSEN\EDMOND\PLAZA2
MEMBER END
-----------------
FORCES STRUCTURE
TYPE
= PLANE
ALL UNITS
ARE
KIP
FEET
MEMB LOAD
JT
AXIAL
SHEAR-Y SHEAR-Z
TORSION
MOM-Y
mom-z
2
6B
0.07
1.20
0.00
0.00
0.00
1.57
.3
69
-0.07
-0.84
0.00
0.00
0.00
-0.55
68
-0.11
-3.18
0.00
0.00
0.00
-7.13
69
-0.15
3.18
0.00
0.00
0.00
3.95
4
68
0.64
10.74
0.00
0.00
0.00
14.07
69
-0.64
-7.53
0.00
0.00
0.00
-4.93
5
68
0.18
1.05
0.00
0.00
0.00
-2.87
69
-0.55
0.63
0.00
0.00
0.00
3.08
6
68
0.33
3.60
0.00
0.00
0.00
o.ss
69
-0.70
-1.19
0.00
0.00
0.00
1.85
69 1
69
0.37
4.35
0.00
0.00
0.00
2.85
70
-0.37
-2.49
0.00
0.00
0.00
0.57
2
69
0.07
0.84
0.00
0.00
0.00
0.ss
3
70
69
-0.07
O.ls
-0.48
-3.18
0.00
0.00
0.00
0.00
0.00
0.00
0.11
-3.95
70
-0.41
3.18
0.00
0.00
0.00
0.78
4
69
0.64
7.53
0.00
0.00
0.00
4.93
70
-0.64
-4.31
0.00
0.00
0.00
0.99
5
69
0.54
-0.63
0.00
0.00
0-00
-3.08
70
-0.91
2.30
0.00
0.00
0.00
1.62
6
69
0.69
1.19
0.00
0.00
0.00
-1.85
70
-1.05
1.22
0.00
0.00
0.00
1.83
70 1
70
0,37
2,49
0"00
0"00
0"00
-0,57
71
-0.37
-0.63
0.00
0.00
0.00
2.14
2
70
0.07
0.48
0.00
0.00
0.00
-0.11
71
-0.07
-0.12
0.00
0.00
0.00
0.41
3
70
0.41
-3.18
0.00
0.00
0.00
-0.78
71
-0.67
3.18
0.00
0.00
0.00
-2.40
4
70
0.64
4.31
0.00
0.00
0.00
-0.99
71
-0.64
-1.10
0.00
0.00
0.00
3.69
5
70
0.92
-2.30
0.00
0.00
0.00
-1.62
71
-1.29
3.97
0.00
0.00
0.00
-I.Si
6
70
1.05
-1.22
0.00
0.00
0.00
-1.83
71
-1.42
3.64
0.00
0.00
0.00
-0.60
71 1
.71
0.37
0.63
0.00
0.00
0.00
-2.14
72
-0.37
1.23
0.00
0.00
0.00
1.84
2
71
0.07
0.12
0.00
0.00
0.00
-0.41
72
-0.07
0.24
0.00
0.00
0.00
0.36
3
71
72
0.67
-0.93
-3.18
.3.18
0.00
0.00
0.00
0.00
0.00
0.00
2.40
-5.58
4
71
0.64
1.10
0.00
0.00
0.00
-3.69
72
-0.64
2.12
0.00.
0.00
0.00
3.18
5
71
1.29
-3.97
0.00
0.00
0.00
1.51
72
-1.66
5.6S
0.00
0.00
0.00
-6.32
6
71
1.42
-3.64
0.00
0.00
0.00
0.60
72
-1.78
6.05
0.00
0.00
0.00
-5.44
72 1
72
0.37
-1.23
0.00
0.00
0.00
-1.84
73
-0.37
3.09
0.00
0.00
0.00
-0.321
STAAD PLANE
*DATA SET SPF\MOSEN\EDMOND\PLAZA2
MEMBER END
-----------------
FORCES
STRUCTURE
TYPE
= PLANE
ALL UNITS
ARE
KIP
FEET
MEMB LOAD
JT
AXIAL
SHEAR-Y
SHEAR-Z
2
72
0.07
-0.24
0.00
73
-0.07
0.60
0.00
3
72
0.93
-3.18
0.00
73
-1.19
3.18
0.00
4
72
0.64
-2.12
0.00
73
.-0.64
5.34
0.00
5
72
1.66
-S.6S
0.00
73
-2.03
7.32
0.00
6
72
1.78
-6.05
0.00
73
-2.14
8.46
0.00
73 1
73
0.37
-3.09
0.00
74
-0.37
4.95
0.00
2
73
0.07
-0.60
0.00
74
-0.07
0.96
0.00
3
73
1.19
-3.18
0.00
74
-1.4S
3.18
0.00
4
73
0"64
-S,33
0,00
74
-0.64
8.55
0.00
5
73
2.04
-7.32
b.00
74
-2.41
9.00
0.00
6
73
2.15
-8.46
0.00
74
-2.52
10.87
0.00
END OF LATEST ANALYSIS RESULT
-- PAGE NO.
TORSION
MOM-Y
mom-z
0.00
0.00
-0.36
0.00
0.00
-0.06
0.00
0.00
5.s8
0.00
0.00
-8.76
0.00
0.00
-3.18
0.00
0.00
-o.ss
0.00
0.00
6.32
0.00
0-00
-12.Sl
0.00
0.00
S.44
0.00
0.00
-12.70
0.00
0.00
0.32
0.00
0.00
-4.33
0.00
0.00
0.06
0.00
0.00
-0.84
0.00
0.00
8.76
0.00
0.00
-11.94
0.00
0.00
0.55
0.00
0.00
-7.49
0.00
0.00
12.81
0.00
0.00
-20.97
0.00
0.00
12.70
0.00
0.00
-22.36
44. PRINT JOINT DISPLACEMENTS LIST 11 25 39 67 74
STAAD PLANE
*DATA SET SPF\MOSEN\EDMOND\PLAZA2
PAGE NO. - lx"
JOINT DISPLACEMENT (INCH RADIANS)
I ------------------
i INT LOAD
1 0
i- L
25
39
67
74
I
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
s
6
1
2
3
4
s
6
1
2
3
4
s
6
STRUCTURE TYPE = PLANE
X-TRANS Y-TRANS Z-TRANS
0:00003 -0.00200
0.00000 -0.00039
0.09361 0.00128
0.00004 -0.00345
0.13388 0.00004
0.13137 -0.00079
0.00001 -0.00491
0.00000 -0.00095
0.09363 0.00026
0.00002 -0.00849
0.13390 -0.00404
0.13138 -0.00599
0.00000 -O.00S22
0.00000 -0.00101
0.09364 0.00006
0.00000 -0.00903
0.13390 -0.00461
0.13138 -0.00669
-0.00002 -0.00614
0.00000 -0.00119
0.09362 0.00063
-0.00003 -0.01062
0.13386 -0.00462
0.13132 -0.00707
-0.00003 -0.00200
0.00000 -0.00039
0.09361 -0.00128
-0.00004 -0.00345
0.13384 -0.00363
0.13130 -0.00439
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
X-ROTAN Y-ROTAN Z-ROTAN
0.00000
0.00000
-0.00019.
0.00000
0.00000
.-0.00004
0.00000
0.00000
-0.00013
0.00000
0.00000
-0.00034
0.00000
0.00000
-0.00037
0.00000
0.00000
-0.00044
0.00000
0.00000
-0.00003
0.00000
0.00000
-0.00001
0.00000
0.00000
-0.00004
0.00000
0.00000
-0.00005
0.00000
0.00000
-0.00008
0.00000
0.00000
-0.00009
0.00000
0.00000
-0.00001
0.00000
0.00000
0.00000
0.00000
0.00000
-0.00002
0.00000
0.00000
-0.00001
0.00000
0.00000
-0.00003
0.00000
0.00000
-0.00004
0.00000
0.00000
-0.00007
0.00000
0.00000
-0.00001
0.00000
0.00000
0.00003
0.00000
0.00000
-0.00012
0.00000
0.00000
-0.00002
0.00000
0.00000
-0.00004
0.00000
0.00000
0.00019
0.00000
0-00000
0.00004
0.00000
0.00000
-0.0001-0
0.00000
0.00000
0.00034
0.00000
0.00000
-0.00002
0.00000
0.00000
0.00007
END OF LATEST ANALYSIS RESULT
45. PRINT MAX FORCE ENVELOPE LIST 1 4 5 10 11 TO 18 31 TO 39 66 TO 73
STAAD PLANE
*DATA SET SPF\MOSEN\EDMOND\PLAZA2
-- PAGE NO.
MEMBER FORCE ENVELOPE
---------------------
ALL UNITS ARE KIP FEET
MAX AND MIN FORCE VALUES AMONGST ALL SECTION LOCATIONS
MEMB
FY/
DIST
LD
MZ/
DIST
FZ
DIST
LD
MY
DIST
I
MAX.
1.74
0.00
s
17.24
0.00
0.00
0.00
1
0.00
0.00
MIN.
--0.64
17.SO
4
-13.17
17.50
0.00
17.50
6
0.00
17.50
4
MAX.
2.43
0.00
s
21.27
0.00
0.00
0.00
1
0.00
0.00
MIN.
0.00
17.SO
2
-21.23
17.SO
0.00
17.SO
6
0.00
17.50
5
MAX.
2.37
0.00
5
20.93
0.00
0.00
0.00
1
0.00
0.00
MIN.
-0.02
17.50
4
-20.S4
17.50
0.00
17.50
6
0.00
17.50
10
MAX.
2.51
0.00
6
21.63
0.00
0.00
0.00
1
0.00
0.00
MIN.
0.07
17.50
2
-22.36
17.50
0.00
17.50
6
0.00
17.50
11
MAX.
8.ss
0.00
4
7.49
0.00
0.00
0.00
1
0.00
0.00
MIN.
-3.18
1.00
3
-13.17
0.00
0.00
1.00
6
0.00
1.00
12
MAX.
5.34
0.00
4
0.55
0.00
0.00
0.00
1
0.00
0.00
MIN.
-3.44
1.00
s
-12.24
0.00
0.00
1.00
6
0.00
1.00
13
MAX.
2.12
0.00
4
-0.36
0.00
0.00
0.00
1
0.00
0.00
MIN.
-S.28
1.00
6
-10.21
0.00
0.00
1.00
6
0.00
1.00
14
MAX.
-0.12
0.00
2
0.78
1.00
0.00
0.00
1
0.00
0.00
MIN.
-7.69
1.00
6
-6.14
0.00
0.00
1.00
6
0.00
1.00
15
MAX.
-0.48
0.00
2
9.2S
1.00
0.00
0.00
1
0.00
0.00
MIN.
-10.10
1.00
6
-0.99
0.00
0.00
1.00
6
0.00
1.00
LD
LD
5
1
5
6
5
1
5
6
6
6
1
6
6
4
6
4
1
5
6
2
1
6
6
3
1
6
6
6
1
4
6
STAAD PLANE
PAGE NO..
-,JvC
*DATA SET
SPF\MOSEN\EDMOND\PLAZA2
16
MAX.
-0.84
0.00
2
20.56
1.00
6
0.00
0.00
1
0.00
0.00
1
MIN.
-12.52
1.00
6
0.55
0.00
2
0.00
1.00
6
0.00
1.00
6
17
MAX.
-1.20
0.00
2
34.28
1.00
6
0.00
0.00
1
0.00
0.00
1
MIN.
-14.93
1.00
6
1.57
0.00
2
0.00
1.00
6
0.00
1.00
6
18
MAX.
12.33
0.00
4
23.78
0.00
4
0.00
0.00
1
0.00
0.00
1
MIN.
-1.61
1.00
3
-5.29
0.00
3
0.00
1.00
6
0.00
1-00
6
31
MAX.
-0.95
0.00
2
26.20
1.00
6
0.00
0.00
1
0.00
0.00
1
MIN.
-11.94
1.00
6
1.15
0.00
2
0.00
1.00
6
0.00
1.00
6
32
MAX.
11.41
0.00
4
19.89
0.00
4
0.00
0.00
1
0.00
0.00
1
MIN.
-1.98
1.00
3
-6.89
0.00
3
0.00
1.00
6
0.00
1.00
6
33
MAX.
8.19
0.00
4
10.09
0.00
4
0.00
0.00
1
0.00
0.00
1
MIN.
-1.98
1.00
3
-4.90
0.00
3
0.00
1.00
6
0.00
1.00
6
34
MAX.
4.97
0.00
4
3.51
0.00
4
0.00
0.00
1
0.00
0.00
1
MIN.
-1.98
1.00
3
-2.92
0.00
3
0.00
1.00
6
0.00
1.00
6
35
MAX.
1.76
0.00
4
1.48
1.00
5
0.00
0.00
1
0.00
0.00
1
MIN.
-3.87
1.00
6
-1.27
0.00
5
0.00
1.00
6
0.00
1.00
6
36
MAX.
-0.16
0.00
2
6.53
1.00
6
0.00
0.00
1
0.00
0.00
1
MIN.
-6.29
1.00
6
0.00
0.00
4
0.00
1.00
6
0.00
1.00
6
37
MAX.
-O.S2
0.00
2
14.03
1.00
6
0.00
0-00
1
0.00
0.00
1
MIN.
-8.70
1.00
6
0.34
0.00
2
0.00
1.00
6
0.00
1.00
6
38
MAX.
-0.88
0.00
2
23.93
1.00
6
0.00
0.00
1
0.00
0.00
1
MIN.
-11.11
1.00
6
1.05
0.00
2
0.00
1.00
6
0.00
1.00
6
39
MAX.
11.26
0.00
4
19.09
0.00
4
0.00
0.00
1
0.00
0.00
1
STAAD PLANE
*DATA SET SPF\MOSEN\EDMOND\PLAZA2
PAGE NO.-x
MIN.
-2.13
1.00
3
-7.47
0.00
3
0.00
1.00
6
0.00
1.00'
6
66
MAX.
-1.02
0.00
2
2S.26
1.00
6
0.00
0.00
1
0.00
0,00
1
MIN.
-12.33
1.00
4
1.46
0.00
2
0.00
1.00
6
0.00
1.00
6
67
MAX.
13.96
0.00
4
26.42
0.00
4
0.00
0.00
1
0.00
0.00
1
MIN.
-3.18
1.00
3
-10.31
0.00
3
0.00
1.00
6
0.00
1.00
6
68
MAX.
10.74
0.00
4
14.07
0.00
4
0.00
0.00
1
0.00
0.00
1
MIN"
-3"18
1,00
3
-7"13
0"00
3
0.00
1.00
6
0.00
1.00
6
69
MAX.
7.S3
0.00
4
4.93
0.00
4
0.00
0.00
1
0.00
0.00
1
MIN.
-3.18
1.00
3
-3.9s
0.00
3
0.00
1.00
6
0.00
1.00
6
70
MAX.
4.31
0.00
4
2.40
1.00
3
0.00
0.00
1
0.00
0.00
1
MIN,
-3*97
1,00
S
-3*69
1,00
4
0.00
1.00
6
0.00
1.00
6
71
MAX.
1.10
0.00
4
6.32
1.00
5
0.00
0.00
1
0.00
0.00
1
MIN.
-6.05
1.00
6
-3.88
0.30
4
0.00
1.00
6
0.00
1.00
6
72
MAX.
-0.24
0.00
2
12.81
1.00
5
0.00
0.00
1
0.00
0.00
1
MIN.
-8.46
1.00
6
-3.18
0.00
4
0.00
1.00
6
0.00
1.00
6
73
MAX.
-0.60
0.00
2
22.36
1.00
6
MIN.
0.00
-10.87
0.00
1.00
1
6
0.00
0.06
0.00
0.00
1
2
0.00
1.00
6
0.00
1.00
6
END OF FORCE
ENVELOPE
FROM
INTERNAL STORAGE
46.
UNIT INCH
47.
START
CONCRETE DESIGN
48,
CODE ACI
49.
FYMAIN
60 ALL
SO.
FC 4 ALL
Sl.
CLEAR
0.7S MEMB 1
4 S 10 31
TO 39
S2.
TRACK
1.0 MEMB 1 4
S 10
53.
TRACK
2.0 MEMB 31
TO 39
S4.
DESIGN
COLUMN 1 4
S 10
STAAD PLANE PAGE NO.:
*DATA SET SPF\MOSEN\EDMOND\PLAZA2
C 0 L U M N N 0. 1 D E S I G N R E S U L T S
FY - 60000 FC - 4000 PSI, RECT SIZE - 8.00 X 18.00 INCHES, TIED
AREA OF STEEL REQUIRED = 0.531 SQ. IN.
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
-----------------------------------------------------------
8 - NUMBER 4 1.111 5 STA 0.897
(PROVIDE EQUAL NUMBER OF BARS AT EACH FACE.)
C 0 L U M N N 0. 4 D E S I G N R E S U L T S
FY - 60000 FC - 4000 PSI, RECT SIZE - 8.00 X 18.00 INCHES, TIED
AREA OF STEEL REQUIRED = 0.452 SQ. IN.
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
----------------------------------------------------------
8 - NUMBER 4 1.111 3 STA 0.897
(PROVIDE EQUAL NUMBER OF BARS AT EACHFACE)
C 0 L U M N N 0. 5 D E S I G N R E S U L T S
FY - 60000 FC - 4000 PSI, RECT SIZE - 8.00 X 18.00 INCHES, TIED
AREA OF STEEL REQUIRED = 0.448 SQ. IN.
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
----------------------------------------------------------
8 - NUMBER 4 1.111 3 STA 0.897
(PROVIDE EQUAL NUMBER OF BARS AT EACH FACE)
C 0 L U M N N 0. 10 D E S I G N R E S U L T S
FY - 60000 FC - 4000 PSI, RECT SIZE - 8.00 X 18.00 INCHES, TIED
AREA OF STEEL REQUIRED = 0.479 SQ. IN.
STAAD PLANE PAGE NO. :�pe
*DATA SET SPF\MOSEN\EDMOND\PLAZA2 '2,7
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHr
----------------------------------------------------------
8 - NUMBER 4 1.111 5 STA 0.877
(PROVIDE EQUAL NUMBER OF BARS AT EACH FACE)
********************END OF COLUMN DESIGN RESULTS********************
55. DESIGN BEAM 31 TO 39
I STAAD PLANE
*DATA SET SPF\MOSEN\EDMOND\PLAZA2
-- PAGE NO.
B
E A M N 0. 31 D E S
I G N R E S U
L T S - FLEXURE
LEN
1.00FT. FY 60000. FC - 4000. SIZE
-168.00 X 1S.20
INCHES
LEVEL
HEIGHT BAR INFO
FROM
TO
ANCHOR
----------------------------------------------------------------------
FT.
IN. FT. IN.
FT. IN.
STA END
1
0
+ 2-0/0 24-NUM.S
0 + 0-0/0
1 + 0-0/0
YES YES
2
1
+ 1-1/2 24-NUM.5
0 + 0-0/0
1 + 0-0/0
YES NO
3
1
+ 1-1/2 24-NUM.5
0 + 0-0/0
1 + 0-0/0
YES YES
REQUIRED
--------
REINF. STEEL SUMMARY :
------ ----- ---------
SECTION
REINF STEEL(+VE/-VE)
MOMENTS(+VE/-VE) LOAD(+VE/-VE)
(FEET)
(SQ. INCH)
(KIP -FEET)
0.00
0.000/ 7.427
0.00/
1S.46
0/ 6
0.10
0.20
0.000/ 7.427
0.000/ 7.427
0.00/
0.00/
16.43
17.42
0/ 6
0/ 6
0.30
0.000/ 7.427
0.00/
18.43
0/ 6
0.40
0.000/ 7.427
0.00/
19.47
0/ 6
0.50
0.000/ 7.427
0.00/
20.53
0/ 6
0.60
0.000/ 7.427
0.00/
21.61
0/ 6
0.70
0.000/ 7.427
0.00/
22.72
0/ 6
0.80
0.000/ 7.427
0.00/
23.86
0/ 6
0.90
0.000/ 7.427
0.00/
25.01
0/ 6
1.00
0.000/ 7.427
0.00/
26.20
0/ 6
B
E A M N 0. 31 D E S
I G N R E S U
L T S SHEAR
AT START
SUPPORT - STIRRUPS ARE
NOT REQUIRED.
AT END
SUPPORT - STIRRUPS ARE
NOT REQUIRED.
8
E A M N 0. 32 D E S
I G N R E S U
L T S FLEXURE
LEN -
I.00FT. FY - 60000. FC
- 4000. SIZE
-168.00 X 15.20
INCHES
LEVEL
HEIGHT BAR INFO
FROM
TO
ANCHOR
---------------------------------------------------------------------
FT. IN. FT.
IN.
FT. IN.
STA END
1
0
+ 2-0/0 24-NUM.5
0 + 0-0/0
1 + 0-0/0
YES YES
2
1
+ 1-1/2 24-NUM.5
0 + 0-0/0
1 + 0-0/0
YES YES
3
1
+ 1*-1/2 24-NUM.S
0 + 0-0/0
1 + 0-0/0
YES YES
REQUIRED
REINF. STEEL SUMMARY
-------------------------------
:
SECTION
REINF STEEL(+VE/-VE,)
MOMENTS(+VE/-VE) LOAD(+VE/-VE)
(FEET)
(SQ. INCH)
(KIP -FEET)
I
3TI140
*DATA SET
PLANE
SPF\MOSEN\EDMOND\PLAZA2
PAGE NO._�j
0.00
7.427/
7.427
6.89/
19.89
4
0.10
7.427/
7.427
6.69/
18.77
3/
4
0.20
7.427/
7.427
6.49/
17.68
3/
4
0.30
7.427/
7.427
6.29/
16.62
3/
4
0.40
7.427/
7.427
6.09/
15.59
3/
4
O.so
7.427/
7.427
5.90/
14.59
3/
4
0.60
7.427/
7.427
5.70/
13.63
3/
4
0.70
-7.427/
7.427
5.50 ' /
12.70
3/
4
0.80
7.427/
7.427
5.30/
11.80
3/
4
0.90.
7.427/
7.427
5.10/
.10.93
3/
4
1.00
7.427/
7.427
4.90/
10.09
3/
4
8 E A M N 0. 32 DESIGN RESULTS -SHEAR
AT START SUPPORT - STIRRUPS ARE NOT REQUIRED,
AT END SUPPORT - STIRRUPS ARE NOT REQUIRED.
B
E A M N 0. 33 DESIGN
RESULTS-
FLEXURE
LEN -
1.00FT. FY - 60000. FC
- 4000. SIZE
-168.00 X 11.20 INCHES
LEVEL
HEIGHT BAR INFO
FROM
TO
ANCHOR
FT.
---------------------------------------------------------------------
IN. FT.
IN.
FT. IN.
STA
END
1 0
+ 1-1/2 26-NUM.4
0 + 0-0/0
1 + 0-0/0
YES
YES
2 0
+ 9-1/2 26-NUM.4
0 + 0-0/0
0 +11-1/2
YES
NO
3 0
+ 9-1/2 26-NUM.4
0 + 3-1/2
1 + 0-0/0
NO
YES
REQUIRED
--------
REINF. STEEL SUMMARY :
------ ----- -------
SECTION
-
REINF STEEL(+VE/-VE)
MOMENTS(+VE/-VE) LOAD(+VE/-VE)
(FEET)
(SQ. INCH)
(KIP -FEET)
0.00
5.187/ 5.187
4.90/
10.09
3/
4
0.10
5.167/ S.187
4.71/
9.29
3/
4
0.20
5.187/ 5.187
4.51/
8.S2
3/
4
0.30
5.187/ 5.187
4.31/
7.78
3/
4
0.40
5.187/ 5.187
4.11/
.7.08
3/
4
o.sO
S.187/ S.187
3.91/
6.40
3/
4
0.60
5.187/ S.187
3.72/
5.76
3/
4
0.70
S.187/ S.187
3.52/
5.1s
3/
4
0.80
S.187/ 5.187
3.32/
4.57
3/
4
0.90
S.187/ 5.187
3.12/
4.03
3/
4
1.00
5.187/ 5.187
2.92/
3.51
3/
4
B
E A M N 0. 33 D E S
I G N R E S U
L T S - SHEAR
AT START SUPPORT - STIRRUPS ARE
NOT REQUIRED.
AT END
SUPPORT - STIRRUPS ARE
NOT REQUIRED.
I
�l
STAAD PLANE
*DATA SET SPF\MOSEN\EDMOND\PLAZA2
-- PAGE NO. 2tfl*'
B
E A M N 0.
34 D E S
I G N R E S U
L T S - FLEXURE
LEN
1.00FT. FY
60000. FC
- 4000. SIZE
-168.00 X
7.40 INCHES
LEVEL
HEIGHT
BAR INFO
FROM
TO
ANCHOR
FT.
---------------------------------------------------------------------
IN.
FT.
IN.
FT. IN.
STA END
1 0
+ 2-0/0
7-NUM.6
0 + 0-0/0
1 + 0-0/0
YES YES
2 0
+ 6-0/0
7-NUM.6
0 + 0-0/0
1 + 0-0/0
YES YES
3 0
+ 5-1/2
7-NUM.6
0 + 0-0/0
1 + 0-0/0
YES YES
REQUIRED
--------
REINF. STEEL SUMMARY :
------
SECTION
----- ------- -
REINF STEEL(+VE/-VE)
MOMENTS(+VE/-VE) LOAD(+VE/-VE)
(FEET)
(SQ.
INCH)
(KIP -FEET)
0.00
3.059/
3.059
2.92/
3.51
3/ 4
0.10
0.20
3.0sq/
3.059/
3.059
3.059
2.73/
2.53 ' /
3.03
2.58
3/ 4
3/ 4
0.30
3.059/
3.OS9
2.33/
2.16
3/ 4
0.40
3.059/
3.059
2.13/
1.78
3/ 4
O.so
3.0sq/
3.059
2.02/
1.43
5/ 4
3_059/
3.059
1.90/
1.11
S/ 4
0.70
3.059/
3.059
1.77/
0.82
5/ 4
0.80
3.059/
3.059
1.62/
O.S6
S/ 4
0.90
3.059/
3.059
1.4S/
0.34
S/ 4
1.00
3.OS9/
3.059
1-27/
0.15
5/ 4
B
E A M N 0.
34 D E S
I G N R E S U
L T S SHEAR
AT START SUPPORT -
STIRRUPS ARE
NOT REQUIRED.
AT END
SUPPORT -
STIRRUPS ARE
NOT REQUIRED.
6
E A M N 0.
35 D E 3
1 G N R E S U
L T S FLEXURE
LEN -
1.00FT. FY
- 60000. FC
- 4000. SIZE
-168.00 X
2.50 INCHES
LEVEL
HEIGHT
BAR INFO
FROM
TO
ANCHOR
FT. IN.
---------------------------------------------------------------------
FT. IN.
FT. IN.
STA END
1 0
+ 1-1/2
3-NUM.4
0 + 0-0/0
1 + 0-0/0
YES YES
2 0
+ 1-0/0
3-NUM.4
0 + 0-0/0
0 + 9-0/0
YES NO
3 0
+ 0-1/2
4-NUM.4
0 + 0-0/0
1 + 0-0/0
YES YES
REQUIRED
REINF. STEEL
SUMMARY
-------------------------------
:
SECTION
REINF STEEL(+VE/-VE)
MOMENTS(+VE/-VE) LOAD(,+VE,/-VE)
(FEET)
(SQ.
INCH)
(KIP -FEET)
I
STAAD
PLANE
--
PAGE NO.�
*DATA SET
SPF\MOSEN\EDMOND\PLAZA2
0.00
0.528/ 0.315
1.27/
0.15
5/
4-
0.10
0.441/ 0.000
1.07/
0.00
S/
0
0.20
0.3S6/ 0.000
0.87/
0.00
6/
0
0.30
0.315/ 0.000
0.67/
0.00
6/
0
0.40
0_315/ 0.000
0.43/
0.00
6/
0
0.50
0.315/ 0.3is
0.33/
O.Os
4/
3
0.60
0.315/ 0.315
0.33/
0.25
4/
3
0.70
0.315/ 0.315
0.30/
0.48
4/
5
0.80
0.315/ 0.326
0.23/
0.80
4/
5
0.90,
0.3is/ 0.468
0.13/
1.13
4/
S
1.00
0.315/ 0.623
0.00/
1.48
4/
5
6
E A M N 0. 35 D E S I G
N R E 3 U
L T S SHEAR
AT START
SUPPORT - STIRRUPS ARE NOT
REQUIRED.
AT END
SUPPORT - STIRRUPS ARE NOT
REQUIRED.
B
E A M N 0. 36 D E S I G
N R E S U
L T S FLEXURE
LEN -
1.00FT. FY 60000. FC - 4000.
SIZE
-168.00 X 7.40 INCHES
LEVEL
HEIGHT BAR INFO FROM
TO
ANCHOR
FT.
---------------------------------------------------------------------
IN. FT.
IN.
FT. IN.
STA
END
1 0
+ 2-0/0 7-NUM:6 0 +
0-0/0
1 + 0-0/0
YES
YES
2 0
+ 6-0/0 7-NUM.6 0 +
0-0/0
1 + 0-0/0
YES
YES
3 0
+ S-1/2 7-NUM.6 0 +
0-0/0
1 + 0-0/0
YES
YES
REQUIRED
-------------------------------
REINF. STEEL SUMMARY :
SECTION
REINF STEEL(+VE/-VE)
MOMENTS(+VE/-VE) LOAD(+VE/-VE)
(FEET)
(SQ. INCH)
(KIP -FEET)
0.00
3.0sq/ 3.OS9
O.Oo/
1.48
4/
5
0.10
0.000/ 3.OS9
0.00/
1.85
0/
6
0.20
0.000/ 3.059
0.00/
2.28
0/
6
0.30
0.000/ 3.059
0.00/
2.73
0/
6
0.40
0.000/ 3.059
0.00/
3.20
0/
6
0.50
0.000/ 3.059
0.00/
3.69
0/
6
0.60
0.000/ 3.059
0.00/
4.21
0/
6
0.70
0.000/ 3.059
0.00/
4.76
0/
6
0.80
0.000/ 3.059
0.00/
5.33
0/
6
0.90
0.000/ 3.059
0.00/
5.92
0/
6
1.00
0.000/ 3.059
0.00/
6.53
0/
6
B
E A M N 0. 36 D E S I G N R E S U
L T S - SHEAR
AT START SUPPORT - STIRRUPS ARE -NOT
REQUIRED.
AT END
SUPPORT - STIRRUPS ARE NOT
REQUIRED.
STAAD
PLANE
PAGE NO. ---
*DATA SET
SPF\MOSEN\EDMOND\PLAZA2
8
E A M N 0. 37 D E S I G
N R E S U
L T S - FLEXURE
LEN -
1.00FT. FY - 60000. FC -
4000. SIZE
-168.00 X 11.20 INCHES
LEVEL
HEIGHT BAR INFO
FROM
TO
ANCHOR
FT.
---------------------------------------------------------------------
IN. FT.
IN.
FT. IN.
STA END
1 0
+ 1-1/2 26-NUM.4 0
+ 0-0/0
1 + 0-0/0
YES YES
2 0
+ 9-1/2 26-NUM.4 0
+ 0-0/0
o + s-o/a
YES NO
3 0
+ 9-1/2 26-NUM.4 0
+ 3-1/2
1 + 0-0/0
NO YES
REQUIRED
-------------------------------
REINF. STEEL SUMMARY
SECTION
REINF STEEL(+VE/-VE)
MOMENTS(+VE/-VE) LOAD(+VE/-VE)
(FEET)
(SQ. INCH)
(KIP -FEET)
0.00
0.000/ 5.187
0.00/
6.S3
0/ 6
0.10
0.000/ 5.187
0.00/
7.18
0/ 6
0.20
0.000/ 5.187
0.00/
.7.84
0/ 6
0.30
0.000/ S.187
0.00/
8.53
0/ 6
0.40
0.000/ 5.187
0.00/
9.24
0/ 6
0.50
0.000/ S.187
0.00/
9.98
0/ 6
0.60
0.000/ S.187
O.Oo/
10.74
0/ 6
0.70
0.000/ 5.187
0.00/
11.53
0/ 6
0.80
0.000/ 5.187
0.00/
12.33
0/ 6
0.90
0.000/ 5.187
0.00/
13.17
0/ 6
1.00
0.000/ 5.187
0.00/
14.03
0/ 6
B
E A M N 0. 37 D E S I G
N R E S U
L T S SHEAR
AT START SUPPORT - STIRRUPS ARE NOT
REQUIRED.
AT END
SUPPORT - STIRRUPS ARE NOT
REQUIRED.
B
E A M N 0. 38 D E S I G
N R E S U
L,T S FLEXURE
LEN -
I.00FT. FY - 60000. FC -
4000. SIZE
-168.00 X 1S.20 INCHES
LEVEL
HEIGHT BAR INFO
FROM
TO
ANCHOR
FT. IN. FT.
--------------------------------------------------------------------
IN.
FT. IN.
STA END
1 0
+ 2-0/0 24-NUM.5 0
+ 0-0/0
1 + 0-0/0
YES YES
2 1
+ 1-1/2 24-NUM.S 0
+ 0-0/0
1 + 0-0/0
YES NO
3 1
+ 1-1/2 24-NUM.5 0
+ 0-0/0
1 + O-O./o
YES YES
REQUIRED
-------------------------------
REINF. STEEL SUMMARY :
SECTION
REINF STEEL(+VE/-VE)
MOMENTS(+VE/-VE) LOAD(+VE/-VE,)
(FEET)
(SQ. INCH)
(KIP -FEET)
STAAD
*DATA
PLANE
SET SPF\MOSEN\EDMOND\PLAZA2
-- PAGE NO.
0.00
0.000/
7.427
0.00/
14.03
0/
6
0.10
0.000/
7.427
0.00/
14.91
0/
6
0.20
0.000/
7.427
0.00/
15.81
0/
6
0.30
0.000/
7.427
0.00/
16.74
0/
6
0.40
0.000/
7.427
0.00/
17.70
0/
6
0.50
0.000/
7.427
O.Oo/
18.68
0/
6
0.60
0.000/
7.427
0.00/
19.68
0/
6
0.70
(5.000/
7.427
0.00/
20.70
0/
6
0.80
0.000/
7.427
0.00/
21.76
0/
6
0.90
0.000/
7.427
0.00/
22.83
0/
6
1.00
0.000/
7.427
0.00/
23.93
0/
6
1 8 E A M N 0. 38 DES I GN RESULTS -SHEAR
AT START SUPPORT -
STIRRUPS
ARE NOT REQUIRED,
AT END SUPPORT -
STIRRUPS
ARE NOT REQUIRED.
B E A M N 0.
39 D E
S I G N R E S U L T S - FLEXURE
LEN - 1.00 FT. FY
- 60000.
FC - 4000. SIZE -168.00 X 15.20 INCHES
LEVEL HEIGHT
BAR INFO
FROM TO ANCHOR
FT. IN.
---------------------------------------------------------------------
FT. IN. FT. IN. STA END
I
i
k
I
I
1 0 + 2-0/0 24-NUM.5
2 1 + 1-1/2 24-NUM.5
3 1 + 1-1/2 24-NUM.5
REQUIRED REINF. STEEL SUMMARY
0 + 0-0/0 1 + 0-0/0 YES YES
0 + 0-0/0 1 + - 0-0/0 YES YES
0 + 0-0/0 1 + 0-0/0 YES YES
SECTION
REINF STEEL(+VE/-VE)
MOMENTS(+VE/-VE)
LOAD(+VE/-VE)
(FEET.)
(SO.
INCH)
(KIP
-FEET)
0.00
7.427/
7.427
7.47/
19.09
3/
4
0.10
7.427/
7.427
7.26/
17.99
3/
4
0.20
7.427/
7.427
7.04/
16.91
3/
4
0.30
7.427/
7.427
6.83/
IS.86
3/
4
0.40
7.427/
7.427
6.62/
14.85
3/
4
0.50
7.427/
7.427
6.40/
13.87
3/
4
0.60
7.427/
7.427
6.19/
12.92
3/
4 -
0.70
7.427/
7.427
S.98/
12.00
3/
4
0.80
7.427/
7.427
5.76/
11.12
3/
4
0.90
7.427/
7.427
5.5s/
10.27
3/
4
1.00
7.427/
7.427
5.34/
9.45
3/
4
6
E A M N 0.
39 D E S I
G N R E S
U L T 3 -
SHEAR
AT START SUPPORT - STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - STIRRUPS ARE NOT REQUIRED.
I
STAAD PLANE
*DATA SET SPF\MOSEN\EDMOND\PLAZA2
-- PAGE NO.
********************END OF BEAM DESIGN**************************
56. END CONCRETE DESIGN
57. PLOT DISPLACEMENT FILE PLAZA2.DEF
58. PLOT BENDING FILE PLAZA2.BEN
59. FINISH
END OF STAAD-III
DATE= JUN 6,1989 TIME= 12:46:37
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CHECKED BY DATE
SCALE
............ .......... ............. ..... . ...... ............. .............. ........................................... ............. ... ......... ............. ............. ....................................................
............ .............. e.
" JJ .............. .............. .............. .............
........... . ............. .... ........... ............ ...... .....
.............. ............. ............. ......... ............. .............. .............. ..... .............
. . ..... ............................. :
.............. ............ ............. ............... ............. ............. .......... .............. .............. ...... ....... ............. .............
............ .............. .............. ... .. ...... .. . ........ ........... ............. .............. .............. .............. ............ . ......
............ .............. ..............
............ ...... .............. ..............
........................... ....... .... .............. .............. ...... ............ ...... .. ... .............
.............. .............. ............
#A:
... -.Xh 1 .............. ........... ... ....... 1. ..... . .. ... . ........... .............. .............. .............. .............
......... .. ............. ............. .............. .............. ............ ............. . ............. ............. .............. .............. .............. .............. ............
............ ............. ........ ............ ............. ............. ............ .............
.... ....... . ............. . ............ .............. ....... ..............
............. ............. .............. .............. .............. .............. ............. . ............. . ............. . .............
. ........ .............. ............. ...........................
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CHECKED BY DATE
SCALE
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JOB 159,31
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CHECKED BY DATE
SCALE
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F3
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WJA, P.S.
Architects, Engineers, Planners
JOB 2��31
SHEET NO. 0 F
CALCULATED BY DATE
CHECKED BY DATE
SCALE
PROW MI J� 1�. Wm, M- 01471,
JOB
SHEET NO. quOF
WJA, P.S. t
Architects, Engineers, Planners CALCULATED BY DATE
CHECKED BY DATE
SCALE
PRMI 204-1 J� Im, Won, Mm 01471.
-q5-
I
P
I
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11
I
I
i
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I
I
STAAD PLANE
* DATA SET SPF\MOSEN\EDMOND\PLAZA4
UNIT FT KIP
JOINT COORDINATES
1 0 0; 2 14 0; 3 28 0; 4 42 0
5 0 2.75; 6 14 2.75; 7 28 2.75; 8 42 2.75
9 0 10.25; 10 14 10.25; 11 28 1.0.25; 12 42 10.25
MEMBER INCIDENCE'
1 1 5 4; 5 5 9 8; 9 9 10 11
UNIT INCH
MEMBER PROPERTIES
1 5 PRISM YD 8 ZD 8; 2 3 4 6 7 8 PRISM YD 8 ZD 12
9 TO 11 PRISM YD 7 ZD 168
UNIT FT KIP
CONSTANTS
E 520000 ALL
DENSITY 0.15 ALL
SUPPORTS
1 TO 4 FIXED; 5 TO 8 FIXED BUT FY FZ MX MY MZ
PLOT PLANE XY
LOAD 1 * DL + LL + EQ
JOINT LOAD
9 TO 12 FY -20
9 TO 12 FX 13.73
LOAD 2 * DL + EQ
JOINT LOAD
9 TO 12 FY -30
9 TO 12 FX 13.46
PERFORM ANALYSIS
PRINT SUPPORT REACTIONS ALL
PRINT MEMBER FORCES ALL
PLOT DISPLACEMENT FILE PLAZA4.DEF
PLOT BENDING FILE PLAZA4.BEN
FINISH
6 Lc�
ii�"Tr �
Ft, r Trz- e&v..
11
PAGE NO.
S T A A D.- III
REVISION 10.2 (VERSION 10 LEVEL 2)
PROPRIETARY PROGRAM OF
RESEARCH ENGINEERS,INC.
DATE= JUN 7, 1989
TIME= 15:48:44
1. STAAD PLANE
2. * DATA SET SPF\MOSEN\EDMOND\PLAZA4
3. UNIT FT KIP
4. JOINT COORDINATES
5. 1 0 0; 2 14 0; 3 28 0; 4 42 0
6. 5 0 2.75; 6 14 2.75; 7 28 2.75; 8 42 2.75
7. 9 0 10.25; 10 14 10.25; 11 28 10.25; 12 42 10.25
8. MEMBER INCIDENCE
9. 1 1 5 4; 5 5 9 8; 9 9 10 11
10. UNIT INCH*
11. MEMBER PROPERTIES
12. 1 5 PRISM YD 8 ZD 8; 2 3 4 6 7 8 PRISM YD 8 ZD 12
13. 9 TO 11 PRISM YD 7 ZD 168
14. UNIT FT KIP
15. CONSTANTS
16. E 520000 ALL
17. DENSITY 0.15 ALL
18. SUPPORTS
19. 1 TO 4 FIXED; 5 TO 8 FIXED BUT FY FZ MX MY MZ
20. PLOT PLANE XY
r
STAAD PLANE
DATA SET SPF\MOSEN\EDMOND\PLAZA4
-- PAGE NO.
Y
COORDINATES ORIENTATION
X
PLOT PLANE XY 0.00
--------------
MAX. HORIZONTAL LENGTH= 42.00. MAX. VERTICAL LENGTH
END OF PLOT
21. LOAD 1 * DL + LL + EQ
22. JOINT LOAD
23. 9 TO 12 FY -20
24. 9 TO 12 FX 13.73
25. LOAD 2 * DL + EQ *
26. JOINT LOAD
27. 9 TO 12 FY -30
28. 9 TO 12 FX 13.46
29. PERFORM ANALYSIS
PROCESSING MEMBER/ELEMENT INFORMATION.
** PERFORMING BANDWIDTH REDUCTION.
ORIGINAL BANDWIDTH = 4
REDUCED BANDWIDTH = 3
CHECKING LOAD DATA.
PROCESSING SUPPORT CONDITION.
PROCESSING AND SETTING UP LOAD VECTOR.
PROCESSING ELEMENT STIFFNESS MATRIX. 15:49: 6
PROCESSING GLOBAL STIFFNESS MATRIX. 15:49: 8
PROCESSING TRIANGULAR FACTORIZATION. 15:49: 9
CALCULATING JOINT DISPLACEMENT. 15:49:11
itilwAki
30. PRINT SUPPORT REACTIONS ALL
I
I
U I
�l
I
I
I
I
STAAD
PLANE
--
PAGE NO.-—
x
DATA
SET SPF\MOSEN\EDMOND\PLAZA4
L--
77
SUPPORT
REACTIONS -UNIT KIP FEE T
STRUCTURE
TYPE
PLANE
-----------------
JOINT LOAD
F09CE-X
FORCE-Y FORCE-Z
MOM-x
MOM-Y
mom z
1
1
19.13
14.73
0.00
0.00
0.00
_17.54
2
18.76
24.81
0.00
0.00
0.00
-17.20
2
1
2
29.11
28.54
21.61
31.61
0.00
0.00
0.00
0.00
0.00
0.00
-26.68
-26.16
3
1
29.31
16.98
0.00
0.00
0.00
-26.87
2
28.73
27.03
0.00
0.00
0.00
-26.33
4
1
27.90
26.68
0.00
0.00
0.00
-25.58
2
27.35
36.55
0.00
0.00
0.00
-25.07
5
1
-29.08
0.00
0.00
0.00
0.00
0.00
2
-28.52
0.00
0.00
0.00
0.00
0,00
6
1
-44.39
0.00
0.00
0.00
0.00
0.00
2
-43.52
0.00
0.00
0.00
0.00
0.00
7
1
-44.77
0.00
0.00
0.00
0.00
0.00
2
-43.88
0.00
0.00
0.00
0.00
0.00
8
1
-42.14
0.00
0.00
0.00,
0.00
0.00
2
-41.30
0.00
0.00
0.00
0.00
0.00
END OF
LATEST ANALYSIS RESULT
31. PRINT
MEMBER FORCES ALL
STAAD
PLANE
*
DATA
SET SPF\MOSEN\EDMOND\PLAZA4
MEMBER
END
FORCES STRUCTURE
T YPE
= PLANE
-----------------
ALL
UNITS ARE
KIP
FEET
MEMB
LOAD
JT
AXIAL
SHEAR-Y SHEAR-Z
1
1
1
14.73
-19.13
0.00
5
-14.73
19.13
0.00
2
1
24.81
-18.76
0.00
5
-24.81
18.76
0.00
2
1
2
21.61
-29.11
0.00
6
-21.61
29.11
0.00
2
2
31.61
-28.54
0.00
6
-31.61
28.54
0.00
3
1
3'
16.98
-29.31
0.00
7
-16.98
29.31
0.00
2
3
27.03
-28.73
0.00
7
-27.03
28.73
0.00
4
1
4
26.68
-27.90
0.00
8
-26.68
27.90
0.00
2
4
36.55
-27.35
0.00
8
-36.55
27.35
0.00
5
1
5
14.73
9.95
0.00
9
-14.73
-9.95
0.00
.2
5
24.81
9.76
0.00
9
-24.81
-9.76
0.00
6
1
6
21*61
15,28
0*00
10
-21.61
-15.28
0.00
2
6
31.61
14.98
0.00
10
-31.61
-14.98
0.00
7
1
7
16.98
15.46
0.00
11
-16.98
-15.46
0.00
2
7
27.03
15.15
0.00
11
-27.03
-15.15
0.00
8
1
8
26.68
14.23
0.00
12
-26.68
-14.23
0.00
2
8
36.55
13.95
0.00
12
-36.55
-13.95
0.00
9
1
9
3.78
-5.27
0.00
10
-3.78
5.27
0.00
-- PAGE NO. 4-
50
TORSION
MOM-Y
mom-z
0.00
0.00
-17.54
0.00
0.00
-35.08
0.00
0.00
-17.20
0.00
0.00
-34.40
0.00
0.00
-26.68
0.00
0.00
-53.37
0.00
0.00
-26.16
0.00
0.00
-52.32
0.00
0.00
-26.87
0.00
0.00
-53.74
0.00
0.00
-26.33
0.00
0.00
-52.67
0.00
0.00
-25.58
0.00
0.00
-51.16
0.00
0.00
-25.07
0.00
0.00
-50.14
0.00
0.00
35.08
0.00
0.00
39.53
0.00
0.00
34.40
0.00
0.00
38.80
0.00
0.00
53.37
0.00
0.00
61.23
0.00
0.00
52.32
0.00
0.00
60.04
0.00
0.00
53.74
0.00
0.00
62.19
0.00
0.00
52.67
0.00
0.00
60.94
0.00
0.00
51.16
0.00
0.00
55.60
0.00
0.00
50.14
0.00
0.00
54.50
0.00
0.00
-39.53
0.00
0.00
-34.31
10
-3.70
5.19
0.00
0.00
0.00
-33.80
10 1 10
2.23
-3.66
0.00
0.00
0.00
-26.92
11
-2.23
3.66
0.00
0.00
0.00
-24.31
STAAD
PLANE
DATA
SET SPF\MOSEN\EDMOND\PLAZA4
MEMBER END
FORCES
STRUCTURE
TYPE
= PLANE
-----------------
ALL UNITS
ARE
KIP
FEET
MEMB, LOAD
JT
AXIAL
SHEAR-Y SHEAR-Z
2
10
2.18
-3.57
0.00
11
-2.18
3.57
0.00
11 1
11
0.51
-6.68
0.00
12
-0.51
6.68
0.00
2
11
0.49
-6.55
0.00
12
-0.49
6.55
0.00
END OF LATEST ANALYSIS RESULT
-- PAGE NO.
s' �Z -
TORSION
MOM-Y
mom-Z
0.00
0.00
-26.24
0.00
0.00
-23.79
0.00
0.00
-37.87
0.00
0.00
-55.60
0.00
0.00
-37.15
0.00
0.00
-54.50
32, PLOT DISPLACEMENT FILE PLAZA4*DEF
33. PLOT BENDING FILE PLAZA4.BEN
34.'FINISH
END OF STAAD-III
DATE= JUN 7,1989 TIME= 15:49:20
FOR QUESTION ON THIS VERSION OF THE PROGRAM, CALL,
RESEARCH ENGINEERS, INC AT (609) 983-5050
TELEX: 4994385 FAX: (609) 983-3825
m m m = m = = m m m m = m = = m = = m
STAADPL
? JOINT
?
DRAW
'PLA-,7
Al
?
DFDRAW
>
2
>
85.2
?
CLEAR
?
DRAW
?
MSDRAW
>
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?
MSDRAW
>
>
1 5
?
MSDRAW
>
I
>
9 1@
7
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CLEAR
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DRAW
?
MSDRAW
>
ly.
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WJA, P.S. SHEET NO. OF —
Architects, Engineers, Planners CALCULATED BY DATE
CHECKED BY DATE
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PRM= MI J� Im. &d., M. 01471.
WJA, P.S.
Ar chitects, Engineers, Planners
SHEET NO.
OF —
CALCULATED BY
DATE
CHECKED BY
DATE
0 PR=2041�I-.Gmtm.mmoI4?I.
WJA, P.S.
Architects, Engineers, Planners
JO:SH ET NO. OF —
CALCULATED BY DATE
CHECKED BY DATE
PRO= 204.1 � Im, Gr*n, Mm 01471.
STAAD PLANE
* DATA SET SPF\MOSEN\EDMOND\PLAZA
UNIT FT KIP
JOINT COORDINATES
1 0 0; 2 14 0; 3 28 0; 4 42 0; 5 56 0; 6 70 0
7 0 8; 8 14 8; 9 28 S; 10 42 8; 11 56 8; 12 70 8
13 0 10.25; 14 14 10.25; 15 28 10.25
16 42 10.2S; 17 S6 10.25; 18 70 10.25
MEMBER INCIDENCE
1 1 7 6; 7 7-13 12; 13 13 14 17
UNITINCH
MEMBER PROPERTIES
I TO 12 PRISM YD 8 ZD 8
13 TO 17 PRISM YD 7 ZD 168
UNIT FT KIP
CONSTANTS
E 520000 ALL
DENSITY O.IS ALL
SUPPORTS
1 TO 6 FIXED; 7 TO.12 FIXED BUT FY FZ MX MY MZ
PLOT PLANE XY
LOAD I * DL + LL + EQ
JOINT LOAD
13 TO IS FY -20
13 TO 18 FX 30.86
LOAD 2 * DL + EQ *
JOINT LOAD ao D 7,
13 TO 18 FY -30 )TYPIAADI
13 TO 18 FX 31.46
PERFORM ANALYSIS (J!,) (I&.
PRINT SUPPORT REACTIONS'ALL c?) L U.)
PRINT MEMBER FORCES ALL lb
Di nT nTr-'Ol ZXfN=MC7KlT C7TI 17 01 A7A nCC
PLOT BENDING FILE PLAZA.BEN
FINISH
144
1 5y
07
PAGE NO.
li
S T A A D - III
REVISION 10.2 (VERSION 10 LEVEL 2)
PROPRIETARY PROGRAM OF
RESEARCH ENGINEERS,INC.
DATE=. JUN 7, 1989
TIME= 13:20:10
1. STAAD PLANE
2. * DATA SET SPF\MOSEN\EDMOND\PLAZA
3. UNIT FT KIP
4. JOINT COORDINATES
5. 1 0 0; 2 14 0; 3 28 0; 4 42 0; 5 56 0; 6 70 0
6. 7 0 S; 8 14 8; 9 28 S; 10 42 S; 11 56 8; 12 70 8
7. 13 0 10.25; 14 14 10.25; 15 28 10.25
S. 16 42 10.25; 17 56 10.25; IS 70 10.25
9. MEMBER INCIDENCE
10. 1 1 7 6; 7 7 13 12; 13 13 14 17
11. UNIT INCH
12. MEMBER PROPERTIES
13. 1 TO 12 PRISM YD.8 ZD 8
14. 13 TO 17 PRISM YD 7 ZD 168
15. UNIT FT KIP
16. CONSTANTS
17. E 520000 ALL
18. DENSITY 0.15 ALL
19. SUPPORTS
20. 1 TO 6 FIXED; 7 TO 12 FIXED BUT FY FZ MX MY MZ
21. PLOT PLANE XY
STAAD PLANE
DATA SET SPF\MOSEN\EDMOND\PLAZA
-- PAGE NO. 7'
(06
Y
COORDINATES ORIENTATION
X
PLOT PLANE XY 0.00
--------------
MAX. HORIZONTAL LENGTH= 70.00. MAX. VERTICAL LENGTH
END OF PLOT
22. LOAD 1 * DL + LL + EQ
23. JOINT LOAD
24. 13 TO IS FY -20
25. 13 TO 18 FX 30.86
26. LOAD 2 * DL + EQ *
27. JOINT LOAD
28. 13 TO 18 FY -30
29. 13 TO 18 FX 31.46
30. PERFORM ANALYSIS
PROCESSING MEMBER/ELEMENT INFORMATION.
PERFORMING BANDWIDTH REDUCTION.
ORIGINAL BANDWIDTH = 6
REDUCED BANDWIDTH = 3
CHECKING LOAD DATA.
PROCESSING SUPPORT CONDITION.
PROCESSING AND SETTING UP LOAD VECTOR.
PROCESSING ELEMENT STIFFNESS MATRIX.
PROCESSING GLOBAL STIFFNESS MATRIX.
PROCESSING TRIANGULAR FACTORIZATION.
CALCULATING JOINT DISPLACEMENT.
CALCULATING ELEMENT FORCES.
31. PRINT SUPPORT REACTIONS ALL
13:20:32
13:20:35
13:20:36
13:20:38
13:20:38
10.25
STAAD
PLANE
--
PAGE NO. v
DATA
SET SPF\MOSEN\EDMOND\PLAZA
ot
SUPPORT
7 -----------
REACTIONS -UNIT KIP FEET
STRUCTURE TYPE
PLANE
JOINT LOAD
FORCE-X
FORCE-Y FORCE-Z
MOm_x
MOM-Y
mom z
1
1
3.56
14.62
0.00
0.00
0.00
-9.so
2
2
1
3.63
3.79
24.52
22.02
0.00
0.00
0.00
0.00
0.00
0.00
-9.68
-10.12
2
3.87
32.06
0.00
0.00
0.00
-10.32
3
1
3.75
19.54
0.00
0.00
0.00
-9.99
2
3.82
29.53
0.00
0.00
0.00
-10.19
4
1
3.7S
20.46
0.00
0.00
0.00
-9.99
2
3.82
30.47
0.00
0.00
0.00
-10.19
s
1
3.79
17.98
0.00
0.00
0.00
-10.12
2
3.87
27.94
0.00
0.00
0.00
-10.32
6
1
3.S6
25.38
0.00
0.00
0.00
-9.50
2
3.63
3S.48
0.00
0.00
0.00
-9.68
7
1
-31.63
0.00
0.00
0.00
0.00
0.00
2
-32.24
0.00
0.00
0.00
0.00
0.00
8
1
-36.Sl
0.00
0.00
0.00
0.00
0.00
2
-37.22
0.00
0.00
0.00
0.00
0.00
9
1
-35.54
0.00
0.00
0.00
0.00
0.00
2
-36.23
0.00
0.00
0.00
0.00
0.00
10
1
-35.S4
0.00
0.00
0.00
0.00
0.00
2
-36.23
0.00
0.00
0.00
0.00
0.00
11
1
-36.Sl
0.00
0.00
0.00
0.00
0.00
2
-37.22
0.00
0.00
0.00
0.00
0.00
12
1
-31.63
0.00
0.00
0.00
0.00
0.00
2
-32.24
0.00
0.00
0.00
0.00
0.00
END OF
LATEST ANALYSIS
RESULT
32. PRINT
MEMBER FORCES ALL
STAAD
PLANE
DATA
SET SPF\MOSEN\EDMOND\PLAZA
MEMBER
END
FORCES STRUCTURE
TYPE
= PLANE
------
ALL
---
UNITS
------
ARE
-- KIP
FEET
MEMB
LOAD
JT
AXIAL
SHEAR-Y
SHEAR-Z
1
1
1
14.62
-3.56
0.00
7
-14.62
3.56
0.00
2
1
24.52
-3.63
0.00
7
-24.52
3.63
0.00
2
1
2
22.02
-3.79
0.00
a
-22.02
3.79
0.00
2
2
32.06
-3.87
0.00
8
-32.06
3.87
0.00
3
1
3
19.54
-3.75
0.00
9
-19.54
3.75
0.00
2
3
29.53
-3.82
0.00
9
-29.53
3.82
0.00
4
1
4
20.46
-3.75
0.00
2
10
4
-20.46
30.47
3.75
-3.82
0.00
0.00
10
-30.47
3.82
0.00
5
1
s
17.98
-3.79
0.00
11
-17.98
3.79
0.00
2
s
27.94
-3.87
0.00
11
-27.94
3.87
0.00
6
1
6
25.38
-3.56
0.00
12
-25.38
3.56
0.00
2
6
35.48
-3.63
0.00
12
-35.48
3.63
0.00
7
1
7
14.62
28.07
0.00
13
-14.62
-23.07
0.00
2
7
24.52
28.61
0.00
13
-24.52
-28.61
0.00
8
1
8
22.02
32.72
0.00
.14
-22.02
-32.72
0.00
2
8
32.06
33.35
0.00
14
-32.06
-33.35
0.00
9
1
9
19.54
31.79
0.00
is
-19.S4
-31.79
0.00
2
9
29.53
32.41
0.00
1S
-29"53
-32"41
0,00
10
1
10
20.46
31.79
0.00
16
-20.46
-31.79
0.00
-- PAGE NO. t�A
TORSION
MOM-Y
MOm-z
0.00
0.00
-9-50
0.00
0.00
-19.00
0.00
0.00
-9.68
0.00
0.00
-19.36
0.00
0.00
0.00
0.00
id-24 -
0.00
0.00
10- .32�
0.00
0.00
!-20.63
0.00
0.00
-9.99
0.00
0.00
-19.99
0.00
0.00
-10.19
0.00
0.00
-20.138
0.00
0.00
-9.99
0.00
0.00
-19.99
0.00
0.00
-10.19
0.00
o.-OO
-20.38
0.00
0.00
-10.12
0.00
0.00
-20.24
0.00
0.00
-10.32
0.00
0.00
-20.63
0.00
0.00
-9.so
0.00
0.00
-19.00
0.00
0.00
-9.68
0.00
0.00
-19.36
0.00
0.00
19.00
0.00
0.00
44.16
0.00
0.00
19.36
0.00
0.00
45.01
0.00
0.00
0.00
0.00
0.00
0.00
20
0-00
0.00
54.41
0.00
0.00
19.99
0.00
0.00
si.ss
0.00
0.00
20.38
0.00
0.00
52.SS
0.00
0.00
19.99
0.00
0.00
sl.s5
STAAD
PLANE
PAGE NO.
DATA
SET SPF\MOSEN\EDMOND\PLAZA
MEMBER
END
FORCES STRUCTURE
TYPE
= PLANE
------
ALL
---
UNITS
------
ARE --
KIP
FEET
MEMB
LOAD
JT
AXIAL
SHEAR-Y
SHEAR-Z
TORSION
MOM-Y
MOm-z
2
10
16
30.47
-30.47
32.41
-32.41
0.00
0.00
0.00
0.00
0.00
0.00
20.38
S2.SS
11
1
11
17.98
32.72
0.00
0.00
0.00
20.24
17
-17-98
-32.72
0.00
0.00
0.00
53.38
2
11
27.94
33.35
0.00
0.00
0.00
20.63
17
-27.94
-33.3s
0.00
0.00
0.00
54.41
12
1
12
25.38
28.07
0.00
0.00
0.00
19.00
18
-25.38
-28.07
0.00
0.00
0.00
44.16
2
12
35.48
28.61
0.00
0.00
0.00
19.36
is
-3S.48
-28.61
0.00
0.00
0.00
4S.01-
13
1
13
2.79
-S.38
0.00
0.00
0.00
-44.16
14
-2.79
5.38
0.00
0.00
0.00
2
13
2.85
-5.48
0.00
0.00
0.00
-45.01
14
-2.85
5.48
0.00
0.00
0.00
-31.73
14
1
14
0.93
-3.36
0.00
0.00
0.00
-22.25
is
-0.93
3.36
0.00
0.00
0.00
-24.79
2
14
0.95
-3.42
0.00
0.00
0.00
-22.68
15
-0.95
3.42
0.00
0.00
0.00
-25.27
15
1
is
0.00
-3.82
0.00
0.00
0.00
-26.76
16
0.00
3.82
0.00
0.00
0.00
-26.76
2
is
0.00
-3.90
0.00
0.00
0.00
-27.29
16
0.00
3.90
0.00
0.00
0.00
-27.29
16
1
16
-0.93
-3.36
0.00
0.00
0.00
-24.79
17
0.93
3.36
0.00
0.00
0.00
-22.25
2
16
-0.95
-3.42
0.00
0.00
0.00
-2S.27
17
0.95
3.42
0.00
0.00
0.00
-22.68
17
1
17
-2.79
-S.38
0.00
0.00
0.00
-31.13
18
2.79
5.38
0.00
0.00
0.00
-44.16
2
17
-2.85
-5.48
0.00
0.00
0.00
-31.73
is
2.85
S.48
0.00
0.00
0.00
-4S.01
END OF LATEST ANALYSIS RESULT
33. PLOT DISPLACEMENT FILE PLAZA.DEF
34. PLOT BENDING FILE PLAZA.BEN
35. FINISH
END OF STAAD-III
DATE= JUN 7,1989 TIME= 13:20:49
FOR QUESTION ON THTS VERSION OF THE PROGRAM. CALL.
TELEX: 4994385 FAX- (609) 983-382S
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PAGE NO. le
(06
S T A A D - III
REVISION 10.2 (VERSION 10 LEVEL 2.)
PROPRIETARY PROGRAM OF
RESEARCH ENGINEERS,INC.
DATE= JUN 7, 1989
TIME= 13:32:39
1. STAAD PLANE
2. * DATA SET SPF\MOSEN\EDMOND\PLAZAl
3. UNIT FT KIP
4. JOINT COORDINATES
5. 1 0 0; 2 14 0; 3 28 0; 4 42 0; 5 56 0; 6 70 0
6. 7 0 2.25; 8 14 2.25; 9 28 2.25; 10 42 2.25; 11 56 2.25; 12 70 2.2S
7. MEMBER INCIDENCE
8. 1 1 7 6; 7 7 8 11
9. UNIT INCH
10. MEMBER PROPERTIES
11. 1 TO 6 PRISM YD 8 ZD 8
12. 7 TO 11 PRISM YD 7 ZD 168
13. UNIT FT KIP
14.*CONSTANTS
15. E S20000 ALL
16. DENSITY 0.15 ALL
17. SUPPORTS
18. 1 TO 6 FIXED
19. PLOT PLANE XY
I
I
I
I
11
I
I
I
I
I
Ll
I
I
I
I
I
I
STAAD PLANE
* DATA SET SPF\MOSEN\EDMOND\PLAZAl
UNIT FT KIP
JOINT COORDINATES
1 0 0; 2 14 0; 3 28 0; 4 42 0; S S6 0; 6 70 0
7 0 2.2S; 8 14 2.25; 9 28 2.25; 10 42 2.2S; 11 S6 2.2S-. 12 70 2.2S
MEMBER INCIDENCE
1 1 7 6; 7 7 8 11
UNIT INCH
MEMBER PROPERTIES
1 TO 6 PRISM YD 8 ZD 8
7 TO 11 PRISM YD 7 ZD 168
UNIT FT KIP
CONSTANTS
E 520000 ALL
DENSITY 0.15 ALL
SUPPORTS
1 TO 6 FIXED
PLOT PLANE XY
LOAD 1 * DL + LL + EQ
JOINT LOAD
7 TO 12 FY —20
7 TO 12 FX 30.86
LOAD 2 * DL + EQ *
JOINT LOAD
7 TO 12 FY —30
7 TO 12 FX 31.46
PERFORM ANALYSIS
PRINT SUPPORT REACTIONS ALL
PRINT MEMBER FORCES ALL
PLOT DISPLACEMENT FILE PLAZA1.DEF
PLOT BENDING FILE PLAZA1.BEN
FINISH
r
FrAM
1,C,A-0 So
12,0) oir 30
31.1
(�l
12-L
-7 'o
(Z)
(..T
I
STAAD PLANE
DATA SET SPF\MOSEN\EDMOND\PLAZAl
-- PAGE NO. A
(a7
Y
COORDINATES ORIENTATION
X
PLOT PLANE XY 0.00
--------------
MAX. HORIZONTAL LENGTH= 70.00. MAX. VERTICAL LENGTH
END OF PLOT
20. LOAD 1 * DL + LL + EQ
21. JOINT LOAD
22. 7 TO 12 FY -20
23. 7 TO 12 FX 30.86
24. LOAD 2 * DL + EQ *
25. JOINT LOAD
26. 7 TO 12 FY -30
27. 7 TO 12 FX 31.46
28. PERFORM ANALYSIS
PROCESSING MEMBER/ELEMENT INFORMATION.
PERFORMING BANDWIDTH REDUCTION.
ORIGINAL BANDWIDTH = 6
REDUCED BANDWIDTH = 2
CHECKING LOAD DATA.
PROCESSING SUPPORT CONDITION.
PROCESSING AND SETTING UP LOAD VECTOR.
PROCESSING ELEMENT STIFFNESS MATRIX.
PROCESSING GLOBAL STIFFNESS MATRIX.
PROCESSING TRIANGULAR FACTORIZATION.
CALCULATING JOINT DISPLACEMENT.
CALCULATING ELEMENT FORCES.
29. PRINT SUPPORT REACTIONS ALL
13:33: 0
13:33: 2
13:33: 3
13:33: 5
13:33: 5
2.25
-- PAGE NO.
STAAD PLANE
DATA SET SPF\MOSEN\EDMOND\PLAZAl
SUPPORT
-------
REACTIONS -UNIT
---------
KIP FEET
JOINT
LOAD
FORCE-X
FORCE-Y F
1
1
-28.12
16,44
2
-28.66
26.37
2
1
-32.71
21.33
2
-33.35
31.35
3
1
-31.75
19.67
2
-32.37
29.67
4
1
-31.75
20.33
2
-32.37
30.33
5
1
2
-32.71
-33.35
18.67
28.65
6
1
-28.12
23.56
2
-28.66
33.63
STRUCTURE TYPE = PLANE
ORCE-Z
MOm_x
MOM-Y
mom z
0.00
0.00
0.00
34.36
0.00
0.00
0.00
3S.03
0.00
0.00
0.00
37.78
0.00
0.00
0.00
3B.sl
0.00
0.00
0.00
37.04
0.00
0.00
0.00
37.76
0.00
0.00
0.00
37.04
0.00
0.00
0.00
37.76
0.00
0.00
0.00
37.78
0.00
0.00
0.00
38.si
0.00
0.00
0.00
34.36
0.00
0.00
0.00
3S.03
END OF LATEST ANALYSIS RESULT
30. PRINT MEMBER FORCES ALL
STAAD
PLANE
DATA
SET SPF\MOSEN\EDMOND\PLAZAl
MEMBER
END
FORCES STRUCTURE
TYPE
z PLANE
-----------------
ALL
UNITS
ARE
-- KIP
FEET
MEMB
LOAD
JT
AXIAL
SHEAR-Y SHEAR-Z
1
1
16.44
2B.12
0.00
7
-16.44
-28.12
0.00
2
1
26.37
28.66
0.00
7
-26.37
-2S.66
0.00
2
1
2
21.33
32.71
0.00
a
-21.33
-32-71
0.00
2
2
31.35
33.35
0.00
8
-31.35
-33.35
0.00
3
1
3
19.67
31.7S
0.00
.9
-19.67
-31.75
0.00
2
3
29.67
32.37
0.00
9
-29.67
-32.37
0.00
4
1
4
20.33
31.75
0.00
2
10
4
-20.33
30.33
-31.7S
32.37
0.00
0.00
10
-30.33
-32.37
0.00
5
1
5
18.67
32.71
0.00
11
-18.67
-32.71
0.00
2
5
28.65
33.35
0.00
11
-28.65
-33.35
0.00
6
1
6
23.S6
28.12
0.00
12
-23.56
-28.12
0.00
2
6
33.63
28.66
0.00
12
-33.63
-28.66
0.00
7
1
7
2.74
-3.56
0.00
8
-2.74
3.S6
0.00
2
7
2.80
-3.63
0.00
8
-2.80
3.63
0.00
8
1
a
0.89
-2.24
0.00
9
-0.89
2.24
0.00
2
a
0.91
-2.28
0.00
9
-0.91
2.28
0.00
9
1
9
0.00
-2.S6
0.00
10
0.00
2.56
.0.00
2
9
0.00
-2.61
0.00
10
0.00
2.61
0.00
10
1
10
-0.89
-2.24
0.00
11
0.89
2.24
0.00
-- PAGE NO.
TORSION
MOM-Y
mom-z
0.00
0.00
34.36
0.00
0.00
28.90
0.00
0.00
35.03
0.00
0.00
29.46
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
37.04
0.00
0.00
34.39
0.00
0.00
37.76
0.00
0.00
3S.06
0.00
0.00
37.04
0.00
0.00
34.39
0.00
0.00
37.76
0.00
0.00
35.06
0.00
0.00
37.78
0.00
0.00
35.83
0.00
0.00
38.51
0.00
0.00
36.52
0.00
0.00
34.36
0.00
0.00
28.90
0.00
0.00
35.03
0.00
0.00
29.46
0.00
0.00
-28.90
0.00
0.00
-20.97
0.00
0.00
-29.46
0.00
0.00
-21.38
0.00
0.00
-14.86
0.00
0.00
-16.45
0.00
0.00
-15.15
0.00
0.00
-16.77
0.00
0.00
-17.95
0.00
0.00
-17.9S
0.00
0.00
-16.30
0.00
0.00
-18.130
0.00
0.00
-16.45
0.00
0.00
-14.86
STAAD
PLANE
* DATA
SET SPF\MOSEN\EDMOND\PLAZAl
MEMBER END
FORCES
STRUCTURE
TYPE
= PLANE
------ ---
ALL UNITS
------
ARE --
KIP
FEET
MEMB LOAD
JT
AXIAL
SHEAR-Y SHEAR-Z
2
10
11
-0.91
0.91
-2.28
2.28
0.00
0.00
1
11
-2.74
-3.56
0.00
12
2.74
3.56
0.00
2
11
-2.80
-3.63
0.00
12
2.80
3.63
0.00
I
-- PAGE NO. y
70
TORSION
MOM-Y
MOm-z
0.00
0.00
-16.77
0.00
0.00
-15.1s
0.00
0.00
-20.97
0.00
0.00
-28.90
0.00
0.00
-21.38
0.00
0.00
-29.46
END OF LATEST ANALYSIS RESULT
31. PLOT DISPLACEMENT FILE PLAZA1.DEF
32. PLOT BENDING FILE PLAZA1.BEN
33. FINISH
END OF STAAD-III
DATE= JUN 7,1989 TIME= 13:33:14
FOR QUESTION ON THIS VERSION OF THE PROGRAM, CALL
RESEARCH ENGINEERS, INC AT (609) 983-5050
TELEX: 499438S FAX: (609) 983-382S
STAAD PLANE
* DATA SET SPF\.MOSEN\EDMOND\PLAZA(9
UNIT FT KIP
JOINT COORDINATES
1 0 0; 2 14 0; 3 28 0; 4 42 0; 5 56 0; 6 70 0
7 0 12; 8 14 12; 9 28 12; 10 42 12; 11 56 12'.
MEMBER INCIDENCE
1 1 7 6; 7 7 8 11
UNIT INCH
MEMBER PROPERTIES
1 TO 6 PRISM YD 8 ZD 8
7 TO 11 PRISM YD 7 ZD 168
UNIT FT KIP
CONSTANTS
E 520000 ALL
DENSITY 0.15 ALL
SUPPORTS
1 TO 6 FIXED
PLOT PLANE XY
LOAD 1 * DL + L! EQ
JOINT LOAD
7 TO 12 FY -30
7 TO 12 FX 5.25
LOAD 2 * DL + EQ *
JOINT LOAD
7 TO 12 FY -20
7 TO 121 FX S.36
LOAD 3 * DL + LL + EQ FTG
JOINT LOAD
7 TO 12 FY -2S
7 TO 12 FX 3.7S
LOAD 2 * DL + EQ FTG
JOINT LOAD
7 TO 12 FY -20
7 TO 12 FX 3.7S
PERFORM ANALYSIS
PRINT SUPPORT REACTIONS ALL
PRINT MEMBER FORCES ALL
PLOT DISPLACEMENT FILE PLAZA1.DEF
PLOT BENDING FILE PLAZAI.BEN
FINISH
12 70 12
I
PAGE NO.
S T A A D - III
REVISION 10.2 (VERSION 10 LEVEL
2)
PROPRIETARY PROGRAM OF
RESEARCH ENGINEERS,INC.
DATE= JUN 9, 1989
TIME= 16:22:52
1.
STAAD PLANE
2.
* DATA SET SPF\.MOSEN\EDMOND\PLAZ,,,.,
3.
UNIT FT KIP
4.
JOINT COORDINATES
5.
1 0 0; 2 14 0; 3 28 0; 4 42 0; 5 S6 0; 6 70 0
6.
7 0 12; 8 14 12; 9 28 12; 10 421 12; 11 56 12;
12 70 12
7.
MEMBER INCIDENCE
8.
1 1 7 6; 7 7 8 11
9.
UNIT INCH
10.
MEMBER PROPERTIES
11.
1 TO 6 PRISM YD 8 ZD 8
12"
7 TO 11 PRISM YD 7 ID 168
13.
UNIT FT KIP
14.
CONSTANTS
15.
E 520000 ALL
16.
DENSITY O.lS ALL
17.
SUPPORTS
18.
1 TO 6 FIXED
19.
PLOT PLANE XY
I
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STAAD PLANE
DATA SET SPF\MOSEN\EDMOND\PLAZAl
-- PAGE NO.
Y
COORDINATES ORIENTATION
X
PLOT PLANE
--------------
XY 0.00
MAX. HORIZONTAL LENGTH=
70.00. MAX. VERTICAL LENGTH
END
PLOT
OF
20. LOAD I * DL + LL + EQ
21. JOINT LOAD
22, 7 TO 12 FY -30
23. 7 TO 12 FX 5.25
24. LOAD 2 * DL + EQ *
2S. JOINT LOAD
26. 7 TO 12 FY -20
27. 7 TO 12 FX 5.36
28. LOAD 3 * DL + LL + EQ
FTG
29. JOINT LOAD
30. 7 TO 12 FY -25
31. 7 TO 12 FX 3.75
32. LOAD 2 * DL + EQ FTG
,
33. JOINT LOAD
34. 7 TO 12 FY -20
35. 7 TO 12 FX 13.75
36. PERFORM ANALYSIS
PROCESSING MEMBER/ELEMENT
INFORMATION.
PERFORMING BANDWIDTH REDUCTION,
ORIGINAL BANDWIDTH = 6
REDUCED BANDWIDTH = 2
CHECKING LOAD
PROCESSING
DATA.
SUPPORT CONDITION.
PROCESSING
AND SETTING UP LOAD VECTOR.
PROCESSING
ELEMENT STIFFNESS MATRIX.
PROCESSING
GLOBAL STIFFNESS MATRIX.
PROCESSING
TRIANGULAR FACTORIZATION.
CALCULATING
JOINT DISPLACEMENT.
CALCULATING
ELEMENT FORCES.
16:23:14
16:23:16
16:23:17
16: '41") : 18
16:23: 19
12.00
STAAD PLANE
DATA SET SPF\MOSEN\EDMOND\PLAZAI
37. PRINT SUPPORT REACTIONS ALL
I
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11
Ll
I
-- PAGE NO
I
STAAD PLANE -- PAGE NO. x
DATA SET SPF\MOSEN\EDMOND\PLAZAl 7s-
SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE 7 PLANE
------- ---------
JOINT
LOAD
FORCE-X
FORCE-Y
FORCE-Z
MOm_x
MOM-Y
mom z
1
1
-5.12
26.46
0.00
0.00
0.00
31.29
2
-S.237
16.39
0.00
0.00
0.00
31.94
3
-3.66
22.47
0.00
0.00
0.00
22.3S
2
-3.66
17.47
0.00
0.00
0.00
22.3S
2
1
-S.34
31.59
0.00
0.00
0.00
32.18
2 -S-45 21.62 0.00 0.00 0.00 32.85
_y
0 -3.81 26.14 0.00 0.00 0.00 22.98
2 -3.81 21.14 0.00 0-00 0.00 22.98
1
-S.29
29.S7
0.00
0.00
0.00
31.98
2
-5.40
19.56
0.00
0.00
0.00
32.65
3
-3.78
24.69
0.00
0.00
0.00
22.84
2
-3.78
19.69
0.00
0.00
0.00
22.84
4
1
-S.29
30.43
0.00
0.00
0.00
31.98
2
-5.40
20.44
0.00
0.00
0.00
32.6S
3
-3.78
25.31
0.00
0.00
0.00
22.84
2
-3.78
20.31
0.00
0.00
0.00
22.84
s
1
-S.34
28.41
0.00
0.00
0.00
32.18
2
-S.4S
18.38
0.00
0.00
0.00,
32.8S
3
2
-3.81
-3.81
23.86
18.86
0.00
0.00
0.00
0.00
0.00
0.00
22.98
22.98
6
1
-5.12
33.S4
0.00
0.00
0.00
31.29
2
-S.23
23.61
0.00
0.00
0.00
31.94
3 -3.66 27.53 0.00 0.00 0.00 22.35
1 2 -3.66 22.S3 0.00 0.00 0.00 22.3S
END OF LATEST ANALYSIS RESULT
38. PRINT MEMBER FORCES ALL
STAAD PLANE
PAGE NO.
*
DATA SET
SPF\MOSEN\EDMOND\PLAZAl
MEMBER
END
FORCES
STRUCTURE TYPE
= PLANE
------
ALL
---
UNITS
------
ARE --
KIP FEET
MEMB
LOAD
JT
AXIAL SHEAR-Y SHEAR-Z
TORSION
MOM-Y
mom-z
1
1
1
26.46
5.12
0.00
0.00
0.00
31.29
7
-26.46
-5.12
0.00
0.00
0.00
30.13
2
1
16.39
5.23
0.00
0.00
0.00
31.94
7
-16.39
-5.23
0.00
0.00
0.00
30.76
3
1
22.47
3.66
0.00
0.00
0.00
22.35
7
-22.47
-3.66
0.00
0.00
0.00
21.52
2
1
17.47
3.66
0.00
0.00
0.00
22.3S
7
-17.47
-3.66
0.00
0.00
0.00
21.52
2
1
2
31"S9
S,34
0,00
0,00
0,00
32,18
a
-31.59
-S.34
0.00
0.00
0.00
31.91
2
2
21.62
5.45
0.00
0.00
0.00
32.85
8
-21.62
-5.4S
0.00
0.00
0.00
32.58
3
2
26.14
3.81
0.00
0.00
0.00
22.98
a
-26.14
-3.81
0.00
0.00
0.00
22.79
2
2
21.14
3.81
0.00
0.00
0.00
22.98
8
-21.14
-3.81
0.00
0.00
0.00
22.79
3
1
3
29.S7
S.29
0.00
0.00
0.-00
31.98
9
-29.S7
-5.29
0.00
0.00
0.00
31.Sl
2
3
19.56
S.40
0.00
0.00
0.00
32.65
9
-19.56
-5.40
0.00
0.00
0.00
32.17
3
3
24.69
3.78
0.00
0.00
0.00
22.84
9
-24.69
-3.78
0.00
0.00
0.00
22.Sl
2
3
19.69
3.78
0.00
0.00
0.00
22.84
9
-19.69
-3.78
0.00
0.00
0.00
22.51
4
1
4
30.43
5.29
0.00
0.00
0.00
31.98
10
-30.43
-5.29
0.00
0.00
0.00
31.sl
2
4
20.44
S.40
0.00
0.00
0.00
32.65
10
-20.44
-5.40
0.00
0.00
0.00
32.17
3
4
25.31
3.78
0.00
0.00
0.00
22.84
10
-2S.31
-3.78
0.00
0.00
0.00
22.51
2
4
20.31
3.78
0.00
0.00
STAAD PLANE
* DATA SET SPF\.MDSEN\.EDMOND\PLAZAl
UNIT FT KIP
JOINT COORDINATES
1 0 0; 2 14 0; 3 28 0; 4 42 0; 5 56 0; 6 70 0
7 0 12; 8 14 12; 9 28 12; 10 42 12; 11 56 12; 12 70 12
MEMBER INCIDENCE
1 1 7 6; 7 7 8 11
UNIT INCH
MEMBER PROPERTIES
1 TO 6 PRISM YD 8 ID 8
7 TO 11 PRISM YD 7 ZD 168
UNIT FT KIP
CONSTANTS
E 520000 ALL
DENSITY 0.15 ALL
SUPPORTS
1 TO 6 PINNED
PLOT PLANE XY
LOAD I *'DL + LL + EQ
JOINT LOAD
7 TO 12 FY -30
7 TO 12 FX 5.25
LOAD 2 * DL + EQ *
JOINT LOAD
7 TO 12 FY -20
7 TO 12 FX 5.36
LOAD 3 * DL + LL + EQ FTG
JOINT LOAD
7 TO 12 FY -25
7 TO 12 FX 3.75
LOAD 2 * DL + EQ , FTG
JOINT LOAD
7 TO 12 FY -20
7 TO 12 FX 3.75
PERFORM ANALYSIS
PRINT SUPPORT REACTIONS ALL
PRINT MEMBER FORCES ALL
PLOT DISPLACEMENT FILE PLAZA1.DEF
PLOT BENDING FILE PLAZAI.BEN
FINISH
I
11
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77
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S T A A D - III
REVISION 10.2 (VERSION 10 LEVEL 2)
PROPRIETARY PROGRAM OF
RESEARCH ENGINEERS,INC.
DATE= JUN 9, 1989
TIME= 16:46:55
1. STAAD PLANE
2. * DATA SET SPF\.MOSEN\EDMOND\PLAZAl
3. UNIT FT KIP
4. JOINT COORDINATES
5. 1 0 0; 2 14 0; 3 28 0; 4 42 0; 5 56 0; 6 70 0
6. 7 0 12; 8 14 12; 9 28 12; 10 42 12; 11 56 12; 12 70 12
7. MEMBER INCIDENCE
B. 1 1 7 6; 7 7 8 11
9. UNIT INCH
10. MEMBER PROPERTIES
11. 1 TO 6 PRISM YD 8 ZD 8
12. 7 TO 11 PRISM YD 7 ZD 168
13. UNIT FT KIP
14. CONSTANTS
15. E 520000 ALL
16. DENSITY 0.15 ALL
17. SUPPORTS
18. 1 TO 6 PINNED
19. PLOT PLANE XY
PAGE NO.
I
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11
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I
STAAD PLANE -- PAGE NO. x
DATA SET SPF\MOSEN\EDMOND\PLAZAl 77
Y
COORDINATES ORIENTATION
X
PLOT PLANE XY
0.00
MAX.
HORIZONTAL
--------------
LENGTH= 70.00.
MAX. VERTICAL LENGTH
END OF PLOT
20. LOAD I * DL + LL + EQ
21. JOINT LOAD
22. 7 TO 12 FY -30
23. 7 TO 12 FX 5.25
24. LOAD 2 * DL + EQ *
25. JOINT LOAD
26. 7 TO 12 FY -20
27. 7 TO 12 FX 5.36
28. LOAD 3 * DL + LL + EQ FTG
29. JOINT LOAD
30. 7 TO 12 FY -25
31. 7 TO 12 FX 3.75
32. LOAD 2 * DL + EQ , FTG
33. JOINT LOAD
34. 7 TO 12 FY -20
35. 7 TO 12 FX 3.75
36. PERFORM ANALYSIS
PROCESSING MEMBER/ELEMENT INFORMATION.
PERFORMING BANDWIDTH REDUCTION.
ORIGINAL BANDWIDTH = 6
REDUCED BANDWIDTH = 2
CHECKING LOAD DATA.
PROCESSING
SUPPORT CONDITION.
PROCESSING
AND SETTING UP LOAD VECTOR.
PROCESSING
ELEMENT STIFFNESS MATRIX.
16:47:18
PROCESSING
GLOBAL STIFFNESS MATRIX.
16:47:20
PROCESSING
TRIANGULAR FACTORIZATION.
16:47:21
CALCULATING
JOINT DISPLACEMENT.
16:47:22
CALCULATING
ELEMENT FORCES.
16:47:23
12.00
I
STAAD PLANE PAGE NO.
DATA SET SPF\MOSEN\EDMOND\PLAZAI
37. PRINT SUPPORT REACTIONS ALL
STAAD
PLANE
PAGE NO.- z4*'
DATA
SET
SPF\MOSEN\EDMOND\PLAZAl
SUPPORT
-------
REACTIONS -UNIT
---------
KIP FEET
STRUCTURE
TYPE
PLANE
JOINT LOAD
FORCE-X
FORCE-Y FORCE-Z
MOm_x
MOM-Y
mom z
1
-5.11
22.81
0.00
0.00
0.00
0.00
2
-5.22
12.66
0.00
0.00
0.00
0.00
3
-3.65
19.87
0.00
0.00
0.00
0.00
2
-3.65
14.87
0.00
0.00
0.00
0.00
2
1
-5.34
33.28
0.00
0.00
0.00
0.00
2 -5.46 23.35 0.00 0.00 0.00 0.00
3 -3.82 27.34 0.00 0.00 0.00 0.00
2 -3.82 22.34 0.00 0.00 0.00 0.00
3
1
-5.29
29.10
0.00
0.00
0.00
0.00
2
-5.40
19.08
0.00
0.00
0.00
0.00
3
-3.78
24.36
0.00
0.00
0.00
0.00
2
-3.78
19.36
0.00
0.00
0.00
0.00
4
1
-5.29
30.90
0.00
0.00
0.00
0.00
2
-5.40
20.92
0.00
0.00
0.00
0.00
3
-3.78
25.64
0.00
0.00
0.00
0.00
2
-3.78
20.64
0.00
0.00
0.00
0.00
5
1
-5.34
26.72
0.00
0.00
0.00
0.00
2
-5.46
16.65
0.00
0.00
0.00
0.00
3
2
-3.82
-3.82
22.66
17.66
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6
1
-5.11
37.19
0.00
0.00
0.00
0.00
2
-5.22
27.34
0.00
0.00
0.00
0.00
3
-3.65
30.13
0.00
0.00
0.00
0.00
2
-3.65
25.13
0.00
0.00
0.00
0.00
END OF
LATEST ANALYSIS
RESULT
38.
PRINT
MEMBER FORCES ALL
STAAD
PLANE
DATA
SET SPF\MOSEN\EDMOND\PLAZAl
MEMBER
END
FORCES STRUCTURE
TYPE
= PLANE
------
ALL
---
UNITS
------
ARE
KIP
FEET
MEMB
LOAD
JT
AXIAL
SHEAR-Y SHEAR-Z
1
1
22.81
5.11
0.00
7
-22.81
-5.11
0.00
2
1
12.66
5.22
0.00
7
-12.66
-5.22
0.00
3
1
19.87
3.65
0.00
7
-19.87
-3.65
0.00
2
1
14.87
3.65
0.00
7
-14.87
-3.65
0.00
2
1
2
33,211
5,34
0,00
a
-33.28
-5.34
0.00
2
2
23.35
5.46
0.00
a
-23.35
-5.46
0.00
3
2
27.34
3.82
0.00
8
-27.34
-3.82
0.00
2
2
22.34
3.82
0.00
a
-22.34
-3.82
0.00
3
1
3
29.10
5.29
0.00
9
-29.10
-5.29
0.00
2
3
19.08
5.40
0.00
9
-19.08
-5.40
0.00
3
3
24.36
3.78
0.00
9
-24.36
-3.78
0.00
2
3
19.36
3.78
0.00
9
-19.36
-3.78
0.00
4
1
4
30.90
5.29
0.00
10
-30.90
-5.29
0.00
2
4
20.92
5.40
0.00
10
-20.92
-5.40
0.00
3
4
25.64
3.78
0.00
10
-25.64
-3.78
0.00
2
4
10
20.64
-20.64
3.78
-3.78
0.00
0.00
5
1
5
26.72
5.34
0.00
11
-26.72
-5.34
0.00
2
5
16.65
5.46
0.00
11
-16.65
-5.46
0.00
3
5
22.66
3.82
0.00
11
-22.66
-3.82
0.00
2
5
17.66
3.82
0.00
11
-17-66
-3.82
0.00
6
1
6
37.19
5.11
0.00
12
-37.19
-5.11
0.00
-- PAGE NO.
TORSION
MOM-Y
mom-z
0.00
0.00
0.00
0.00
0.00
61.37
0.00
0.00
0.00
0.00
0.00
62.66
0.00
0.00
0.00
0.00
0.00
43.84
0.00
0.00
0.00
0.00
0.00
43.84
0.00
0.00
0.00
0.00
0.00
64.12
0.00
0.00
0.00
0.00
0.00
65.47
0.00
0.00
0.00
0.00
0.00
4S.80
0.00
0.00
0.00
0.00
0.00
45.80
0.00
0.00
0.00
0.00
0.00
63.Sl
0.00
0.00
0.00
0.00
0.00
64.84
0.00
0.00
0.00
0.00
0.00
45.36
0.00
0-00
0.00
0.00
0.00
45.36
0.00
0.00
0.00
0.00
0.00
63.51
0.00
0.00
0.00
0.00
0.00
64.84
0.00
0.00
0.00
0.00
0.00
45.36
0.00
0.00
0.00
0.00
0.00
45.36
0.00
0.00
0.00
0.00
0.00
64.12
0.00
0.00
0.00
0.00
0.00
6S.47
0.00
0.00
0.00
0.00
0.00
45.80
0.00
0.00
0.00
0.00
0.00
45.80
0.00
0.00
0.00
0.00
0.00
61.37
STAAD
PLANE
--
PAGE NO.
DATA
SET SPF\MOSEN\EDMOND\PLAZAl
MEMBER
-----------------
END
FORCES STRUCTURE
TYPE
= PLANE
ALL
UNITS
ARE
-- KIP
FEET
MEMB
LOAD
JT
AXIAL
SHEAR-Y SHEAR-Z
TORSION
MOM-Y
mom-z
2
6
12
27.34
-27.34
5.22
-5.22
0.00
0.00
0.00
0.00
0.00
0.00
0.00
62.66
3
6
30.13
3.65
0.00
0.00
0.00
0.00
12
-30.13
-3.65
0.00
0.00
0.00
43.84
2
6
25.13
3.6S
0.00
0.00
0.00
0.00
12
-25.13
-3.65
0.00
0.00
0.00
43.84
7
1
7
8
0.14
-0.14
-7.19
7.19
0.00
0.00
0.00
0.00
0.00
0.00
-61.37
-39.24
2
7
0.13
-7.34
0.00
0.00
0.00
-62.66
8
-0.13
7.34
0.00
0.00
0.00
-40.07
3
7
0.10
-5.13
0.00
0.00
0.00
-43.84
8
-0.10
5.13
0.00
0.00
0.00
-28 03
2
7
0.10
-5.13
0.00
0.00
0.00
-43 84
8
-0.10
5.13
0.00
0.00
0.00
-28.03
8
1
8
0.05
-3.91
0.00
0.00
0.00
-24.88
2
9
8
-O.os
0.05
3.91
-3.99
0.00
0.00
0.00
0.00
0.00
0.00
-29.84
-2S.40
9
-0.05
3.99
0.00
0.00
0.00
-30.47
3
a
0.05
-2.79
0.00
0.00
0.00
-17.77
9
-0.03
2.79
0.00
0.00
0.00
-21.32
2
8
0.02
-2.79
0.00
0.00
0.00
-17.77
9
-0.02
2.79
0.00
0.00
0.00
-21.32
9
9
0.00
-4.81
0.00
0.00
0.00
-33.66
10
0.00
4.81
0.00
0.00
0.00
-33.66
2
9
-0.01
-4.91
0.00
0.00
0.00
-34.37
10
0.01
4.91
0.00
0.00
0.00
-34.37
3
9
0.00
-3.43
0.00
0.00
0.00
-24.04
10
0.00
3.43
0.00
0.00
0.00
-24.04
2
9
0.00
-3.43
0.00
0.00
0.00
-24.04
10
0.00
3.43
0.00
01.00
0.00
-24.04
10
1
10
11
-0"05
0.05
-3"91
3.91
0*00
0.00
0"00
0.00
0"00
0.00
-29.84
-24.88
2
10
-0.04
-3.99
0.00
0.00
0.00
-30.47
11
0.04
3.99
0.00
0.00
0.00
-25.40
3
10
-0.03
-2.79
0.00
0.00
0.00
-21.32
11
0.03
2.79
0.00
0.00
0.00
-17.77
2
10
-0.02
-2.79
0.00
0.00
0.00
-21.32
11
0.02
2.79
0.00
0.00
0.00
-17.77
11
1
11
-0.13
-7.19
0.00
0.00
0.00
-39.24
12
0.13
7.19
0.00
0.00
0.00
-61.37
2
11
-0.13
-7.34
0.00
0.00
0.00
-40.07
12
0.13
7.34
0.00
0.00
0.00
-62.66
3
11
-0.10
-5.13
0.00
0.00
0.00
-28.03
12
0.10
S.13
0.00
0.00
0.00
-43.84
2
11
-0.10
-5.13
0.00
0.00
0.00
-28.03
12
0.10
S.13
0.00
0.00
0.00
-43.84
STAAD PLANE
DATA SET SPF\MOSEN\EDMOND\PLAZAl
-- PAGE NO. /-r
END OF LATEST ANALYSIS RESULT
39. PLOT DISPLACEMENT FILE PLAZAI.DEF
40. PLOT BENDING FILE PLAZA1.BEN
41. FINISH
END OF STAAD-III
DATE= JUN 9,1989 TIME= 16:47:34
FOR QUESTION ON THIS VERSION OF THE PROGRAM, CALL
RESEARCH ENGINEERS, INC AT (609) 983-5050
TELEX: 4994385 FAX: (609) 983-3825
STAADPL
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EVEREIT
121ITr TO SNOHOMISH
�oy
KINGSTON
LYNNWOOD
FERRY
196TH
524
PROJECT
ONDS 212TH
SITE
TO MALTBY
104 5
405
522
SNOHOMISH COUNTY
205TH
KING COUNTY
185rH
104
TO MONROE
175TH
KENMORE
BOTHELL
LAKE 52
S OREILINE
FOREST
PARK
1145TH
99
VICINITY MAP
N. T. S.
LAXECITY
5
BALLARD
UNIVERSITY
TO REDMON[ I
SEATTLE I BE:LEVUE
TABLE OF CONTENTS
Page No.
INTRODUCTION................................................................................................................................. 1
E)asnNG GRADING AND DRAINAGE ......................................................................................................... I
PROPOSEDDRAINAGE .............................................................................................................................. I
DOWNSTREAMSYSTEM ............................................................................................................................ 2
DESIGNCRITERIA ............................................................................................................................. 3
CONVEYANCESYSTEM ............................................................................................................................. 3
DETEIMONREQUUZEMENTS .................................................................... i ................................................ 3
WATERQUALITY REQLTEZEMENTS ............................................................................................................ 3
DETENTIONSUMMARY .................................................................................................................... 5
APPENDICES
A. Proposed Drainage Basin Drawings
B. Basin Hydrograph Data
C. Diversion Structure
D. Biofiltration Swale Calculations
E. Pipe Sizing Calculations
Edmonds Public Safety Facilities
Hydraulics Report
March 1998
INTRODUCTION
The proposed Edmonds Public Safety Building Project is located in Edmonds, Washington,
Snohomish County. The site is approximately 2.6 acres in size and is bounded on the north by
Sprague Street, on the west by 5th Avenue N., on the south by Ben Street, and on the east by
6th Avenue N. Edmonds Street crosses the site south of Sprague Street.
Currently, the site is developed with parldng lots on the north and south and is landscaped. The
City fire and police stations, court house, and various City departments occupy the buildings on
the site.
The redeveloped site will continue to support these uses in new buildings, parking and
landscaping, improved grading and storm drainage, the addition of on -site stormwater quality and
detention facilities, and upgraded water and sanitary sewer systems.
Existing Grading and Drainage
The site generally slopes at 3 percent to the west with the lowest points at the southwest and
northwest comers of the site approximately at elevation 82 feet. The high point is located in the
southeast comer approximately at elevation 94 feet.
The existing storm drain system consists of a number of catch basins and storm sewer pipe runs
which connect to the storm sewer system located in the surrounding street right of ways.
Off -site drainage is collected at existing gutter line storm sewer systems on 6th Avenue N. and
Bell Street.
Proposed Draina-ge
Storrnwater quality treatment and detention will be provided for all surface runoff within the limits
of work, with the exception of a landscaped area in the southwest comer of the site. Six-month
stormwater flows from the parking areas west of the court house and north of the fire station will
be diverted through water quality biofiltration swales before discharge from the site. All other
stormwater runoff from roofs, landscaping, and other areas not diverted to the biofiltration swales
will receive water quality treatment in the underground wet vault before discharge.
Discharges from the biofiltration swales and the wet vault will be combined at the outfall control
structure located downstream of the wet vault. Ile site detention will be provided in the wet
vault with release rates regulated by the control structure.
Off -site storm runoff will be collected and bypassed by the existing storm sewer system in the
surrounding street right of ways. Trench drains will be installed in the driveways along
6th Avenue N. to collect off -site flows and convey them back into the storm main. Off -site
stormwater will not receive water quality treatment or detention.
Edmonds Public Safety Facilities
Hydraulics Report
March 1998
Downstream System
The existing on -site stormwater runoff is collected into the storm sewer system within the City
right of way. The majority of the stormwater is conveyed through the storm sewer on Edmonds
Street with the remainder collected on Bell Street. These systems flow west to 4th Avenue N.
where they are combined and continue flowing west on Edmonds St. At 3rd Avenue N. the storm
system flows north to Casper Street, then south on 2nd Avenue N. for approximately 500 feet
before flowing west under Sunset Avenue N. and the Burlington Northern Railroad tracks and
discharging into Puget Sound.
The proposed development will detain the 10-year and 100-year return frequency storms from an
area that presently has no detention facilities. Therefore, the proposed on -site storm sewer
system will not require increased capacity of the existing City -owned downstream storm sewer
system described above.
Edmonds Public Safety Facilities
Hydraulics Report -2- March 1998
DESIGN CRITERIA
Conveyance System
The storm drainage system will be designed for a 25-year return frequency storm in compliance
with the City of Edmonds Storm Drainage Ordinance. The criteria complies with Department of
Ecology (DOE) standards.
Detention Requirements
Storm runoff detention will. be provided with release rates conforming to the following storm
events utilizing the Santa Barbara Urban Hydrograph method according to the DOE and City of
Edmonds Storm Water Management Ordinance No. 3013:
2-year, 24-hour storm event, intensity of 1.5 inches per hour, SCS Type 1A rainfall
distribution. (For water quality.)
1 0-year, 24-hour storm event, intensity of 2 inches per hour, SCS Type I A rainfall
distribution.
100-year, 24-hour storm event, intensity of 3 inches per hour, SCS Type 1A rainfall
distribution.
Release rates are based on predeveloped conditions (forested). 5,9 Cx-j
Water Quality Requirements
Water quality facilities were designed to meet DOE and the City of Edmonds Storrn Water
Management Ordinance No. 3013.
Biofiltration swales were sized to provide treatment for the 6-month, 24-hour storm event,
intensity of I inch per hour with a SCS Type 1A rainfall distribution. Ile north and south
biofiltration swales were both designed with the minimum .2-foot bottornwidth and the depths
checked for compliance. The minimum depth of 3 inches is capable of treating the 2-year storm
events. Other swale requirements include 3:1 side slopes and 1 percent profile slope with a
perforated underdrain.
Water quality for stormwater runoff not diverted to the biofiltration swales will be provided by
routing the flows through the wet vault. The wet vault will contain a series of baffles for removal
of floatable solids and settlement of sediments prior to exiting the site. The wet vault design will
meet the following DOE requirements.
Z
Z
Edmonds Public Safety Facilities
Hydraulics Report -3- March 1998
Runoff treatment is required for the 6-month, 24-hour evenL Because the calculated flows for the
6 month storm events were small, the diversion and control structures were designed to release
the 2-year, 24-hour flows. The biofiltration swales were designed at the minimum cross section
dimensions which are required for treating the 2-year and 6-month storm events.
Wet vault requirements incorporated into the design include 6 inches of sediment storage,
multiple cells and a 3:1 length -to -width ratio. Although the vault dimensions do not meet the
3:1 ratio the interior baffles have been arranged to direct the runoff in a winding path through the
vault which increases the length to meet the 3:1 ratio.
Edmonds Public Safety Facilities
Hydraulics Report -4- March 1998
DETENTION SUMMARY
10-Year Storm
100-Year Storm
Existing Peak
Flow Rate
0. 14 cfs
0.45 cfs
bjr\gep�edpubsat\hydraulVeporLdocNd
Storage ftuired
10,070 d
11,020 cf
Storage Provided
10,800 cf
12,000 cf
Edmonds Public Safety Facilities
Hydraulics Report -5-
March 1998
77
-777-