1998, 04-23 Permit App: 98003307 Sign PROJECT NUMBER= 98003307 APPLICATION DATE= 04/23/98 PAGE= 01
PROJECT NUMBER= 98003307 APPLICATION DATE= 04/23/98 PAGE= 01
****** THIS IS NOT A PERMIT ******
PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT
SITE STREET= 5908 E BROADWAY AVE PARCEL#= 35132.1504
ADDRESS= SPOKANE WA 99212 __ . r
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PERMIT USE= OFF PREMISE SIGN 227‘ //
� 4 (c �k Co t
PLAT#= 000690 PLAT NAME= EAST SPOKANE
BLOCK= LOT= ZONE= I-3 DIST#= H
AREA= F/A= F WIDTH= DEPTH= R/W= 60
# OF BLDGS= 1 # DWELLINGS= WATER DIST =
OWNER= SIMMONS, RICK PHONE= 509 489 4684
STREET= 5908 E BROADWAY AVE
ADDRESS= SPOKANE WA 99212
CONTACT NAME= CASEY GRAY PHONE NUMBER= 509 489 4684
BUILDING SETBACKS: FRONT= N/A LEFT= N/A RIGHT= N/A REAR= N/A
****************************** *****************************
NF RMATION
REVIEW I O
DEPARTMENT REVIEW REQUIREMENT
BUILDING PLAN REVIEW REQUIRED lanfrirV/ 7-l3-9K
COMMENTS:
SEPA REVIE OFF PREMISE SIG I /../1.,--///` s 6
COMMENTS: .1r, �`4 U,0,.,X /4'CV 2 ,fiCer
()3ttlI/- Ul lcio . /C
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NGINEER SITE PLAN REVIEW REQUIRED v41
COMMENTS:
PLANNING SITE PLAN REVIEW REQUIRED Z .
COMMENTS:
***************************** SIGN PERMIT ******************************
CONTRACTOR= KUNTZ CONTRACTORS LLC PHONE= 509 238 4734
STREET= 27504 N REGAL RD
ADDRESS= CHATTAROY WA 99003
ITEM DESCRIPTION QUANTITY FEE AMOUNT
SIGN 6720 100.80
ENVIRONMENTAL CHECKLIST Y 75.00
COUNTY SURCHARGE Y 22. 18
STATE SURCHARGE Y 4 .50
PROJECT NUMBER= 98003307 APPLICATION DATE= 04/23/98 PAGE= 02
******************************* PAYMENT SUMMARY ****************************
PAYMENT DATE RECEIPT# PAYMENT AMOUNT
04/23/98 00004016 75.00
TOTAL DUE= 127.48 TOTAL PAID= 75.00
PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT OWING
SIGN PERMIT 202.48 75.00 127. 48
202.48 75.00 127.48
PROCESSED BY: BURRIS, ROBIN
PRINTED BY: KATHY CUMMINGS
******************************** THANK YOU ************************************
• Q reka0110l. i/&. WO Fern c\-1er-
SITE PLAN k . gai 8 L---41
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PRIDEMARK OUTDOOR ADVERTISING
P.O. BOX 2626
SPOKANE, WA. 99220- . .- .: — - i016'-'.__ .. ._
(509) 489-4684
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NEAL SCHREIBEIS
3,1\ba ►- lc.e
3-,,-,%\e Qoke /gi
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een'-er mcur'4
--.90(i` E , (c'c Qo\we v\ 3513a. I SDS{ s-I3 T-9-S r\ -.1-/a
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NORTH •
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BROADWAY AVE. .
. I6.1 O O DRAIN FELD AREA - .\
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'1 cl ' 4fi..' • ''*‘'ik****%...,...‘:
, • I EXISTING RODEO RESTAURANT BUILDING
0 OriAibi . .
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OLD BROADWAY AVE.
SPOKANE COUNTY OLD BROADWAY RIGHT OF WAY _
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APPLICATION INFORMATION
What Is the JOB SITE address?
ASSESSOR'S tax parcel number?C'®cecl trice ,z,
Legal description as it appears on the property deed ��� `' /�O
OWNER or OCCUPANT
Phone
cct� • ;mr‘MCDr •S •
Mailing address • City,state
\--ca r CO-1Z In c7) _ Zip
Who should we contact regarding this project? v Phone ` R- 1
What work Is being done unde'this permit? -
'Zone Inspec�or distract perty Pros¢e
a, Right of way width ;
co cu
K1
Building height #of stories
Contractor
for
.......................::::::::::::.:::.>Dimensions
TOTAL SQUARE FOOTAGE
WA State Contractor license#• Main floor area Unfinished basement area
Mailing address 2nd floor area Finished basement area
•
Architect/Engineer Garage area Size of decks,etc.
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What is the heat source? What is the cost of your project?
ManufacturedHome <:>::> >:::>::: il'•iN
Width: Length: What is the square footage of How hig�t)is the sign?
/,� -9+
the sign face? 9 . g/
stetsciogib
Year: Make: �C
Installer Contractor
C®n CQC"\--®c'.9, t_LC
We State Contractor license# • We State.-contractor license# 3� R
u� z
Mailing address Mailing address
k4uN12CC 3 g >ZA
Relocation ;:::` .<:; ' Flre Safet
Previous address • Fire Sprinkler _ Tent
• Paint booth_ Fire Alarm _ Fireworks display _
VALUE •
Contractor Contractor
WA State Contractor license# WA State Contractor license#
Mailing address Mailing address
Frei Storage;Tanks Swimmin Pool
9
(Circle one) Above-ground Underground Size/gallons Private
Contents of tank(s) Size/gallons
Public/semi-private
Contractor • Contractor
Wa State Contractor license# WA State Contractor license#
•
Mailing address Mailing address
COMPLETE ALL APPLICABLE INFORMATION
Spokane County does not discriminate on the basis of disability in the admission to,-or treatment or employment in, its programs or activities.
1
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1 y
Site Plan
1/
INCLUDE THE FOLLOWING:
❑ All roadways, driveways & easments 0 Underground utilities
❑ Distances from center of roads, right of ways, 0 North arrow
private roads & property lines 0 Septic tanks & wells
O All existing & proposed buildings
May-07-98 01 : 52P Gifforc ;onsultants 50953 925 P.03
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SPECIAL INSPECTOR AND TESTING LAB
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EMPLOYMENT ACKNOWLEDGEMENT FORM
Please complete one form for each INDIVIDUAL performing Special Inspection or Testing work on each
project.
Date May 7, 1998
Project Address 5908 E. Broadway
Project Name Advertizing Sian Project No. 98-3308
Inspection or Lab Firm Name Gifford Consultants, Inc.
Address 2020 E. Springfield Ave., Spokane, Washington 99202
Phone (509) 534-3670;_ FAX (509) 534-2925
Name of Individual performing work Timothy D. Bather
ICBG Number 66513 [ I Non-Certified Trainee
Supervisor(if Trainee) ICBONo
(must be Certified Special Inspector)
STATEMENT OF UNDERSTANDING
Timothy D. Barber ,hereby affirm that I have been
employed by Gifford Consultants, Inc. for a duration of as needed
(hours,days,weeks)to provide special inspections under Section 306 of the Uniform Building Code of:
Field welding & high strength bolting
as it relates to the above stated project and that I am aware that as special inspector, my duties and
responsibilities include: 1) Observation of the work assigned for conformance with the approved design
drawings and specifications, 2)Furnishing inspection reports to the building official,and the engineer or
architect of record, in addition to other designated persons. All discrepancies shall be brought to the
immediate attention of the contractor for correction, then, if uncorrected,to the proper design authority
and to the building official, and 3) Submitting a final signed report stating whether the work requiring
special inspection was, to the best of my knowledge, in conformance with the approved plans and
specifications and the applicable workmanship provisions of the Uniform Building Code.
I also agree to immediately notify the building official if my employment as it relates to this project is
modified in any way or terminated prior to submittal of my final report.
1 V-Individual's Signature ..s'
Supervising Special Inspector's Signature
(required if indivual is a Trainee)
f
!ken a ssance .Media Croup, Inc.. CUSTOMER: i"?Rl b E.y q-R,1e_
•
3101 Nor tli Central Avenue,Suite 1030 LOCATION: S Po t A-n,E 1,1.E
Pliocni,T,Arizona 85012 ENG. REQUEST # G—4290
• 602-230.8634 • 800.525.8509 • FAX 602-230-9071
JOB PEP M (l
COVER .SHEET
SIZE OF SIGN: I O6 X 1-8
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HAGL: L�.':O.
WIND LOAD: 3 O 'P S-c—
STRUCTURE DESIGN:
CENTER MOUNT
PARTIAL FLAG (col. loc.
FULL FLAG (col.loc.
EXTENDED FLAG (col.loc.
OFFSET
V BUILD ANGLE or FEET (max. opening)
BACK TO BACK
✓. SINGLE FACE ��N��������•�'sips#
atb
TRUSS �'tat► �. WAS�gys�,,�
FOOTING DESIGN: •
3� f ' t'
ROUNDIsk• Ntiflois Eti`/ SQUARE i �IAI Ea...
SPREAD n .t.H.,,
j-20.1fer
SPECIAL CONDITIONS:
r;' y It!HAISSAtICIS MED LA CRDUr,. IHC... • TITLE: �: 2-244B-f•;Ma-'s.ra?,` inn•J((jlf CiNrn[:TruiraSriu 10.10
NrinLp Ar)srne!.1011 .
BY:
C01.1J046JI • 100.12c450, •RL '.JOB��: • sirr li : I o r •8 •
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CRITERIA SPECIFICATION •
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CODE: ig g7 - u B C
STEEL: ASIM A-36 FY= 36KSI
PIPE. SECTIONS-ASIM A535, A252 GR, OR API-5LX
WELDING ROD - ASTM E=70 SERIES LOW HYDROGEN
BOLTS - A 307. OR A 325 TYPE "N" CONNECTION
CONCRETE - MIN. COMPRESSIVE STRENGTH OF F'C=2500 PSI (150 PCF)@ 28 DAYS,
ivDESIGN BASED ON 2000 PSI
REBAR - ASTM A 615 GRADE 40 OR GRADE 60
WOOD - DOUGLAS FIR LARCH- 12 WITH FB -(REP. ),-78.g:-'PSI
FOUNDATIONS - SPREAD FTG. - ALLOWABLE BEARING PRESSURE
SEE SOIL REPORT OR UBC TABLE NO. ,18-I -A
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ROUND OR SQUARE CAISSON FTG. -.ALLOWABLE LATERAL BEARING PRESSURE
SEE SOIL REPORT OR. UBC TABLE NO. 18-1-A
DESIGN LOADING
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WIND = 3 O PSF
LIVE = FRONT CATWALK - 20 PSF OR (2) 2001 MEN. @ ANY POINT
REAR CATWALK - 20 PSI OR (2) 2001 MEN. @ ANY POINT
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DEAD = SIGN FACE WT. = 5/16 DURAPLY = .9375 PSF
2 x 4 (6 TOTAL HORIZ. ) = .5691 PSF
2 x• 6 (1 TOTAL VERT. ) = .575 PSF •
7 LAYERS-PAPER & GLUE = .416 PSF
2.49 PSF = 2.5 PSF
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RENAISSANCE NEDIA CROUC, INC. X1.27 :• R.0 1-1T WA(_<1-J->o1'• C},A�LC 0:
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• 'RENAISSANCE MEDIA CROUP, INC. TITLE: U ('2t 644 l- CA1L #: -
JIOI'a(j.rrfrCentral'Aurnuc,Suitt 1030 3A c. i-Of
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RENAISSANCE MEDIA GROUP, ItNC. TITLE: 'TbQ .O tJ CALC #
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I 3101 J*art*artCentral AATE:ucnue,Suitc 1030 � 2-24__9 a,
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RENAISSANCE MEDIA GROUP, INC. • TITLE: 1\b P.4 t 0/J '- GO 1„1)F'l til CALC #:
3101 North Central-lomat,Suite 1030 CIO r,,,J-- C...TNA IATE: 2- 2_4 -C{8
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• 3101 7,6,rdi CenlrnLAvenue,Suite 1030 'WEE: 2,24.9g
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