HomeMy WebLinkAbout2004-Buildign (pylon sign)OSHKOSH
ON THE WATER
.lob Address 1650 PLANEVlEW DR
Designer
CITY OF OSHKOSH
BUILDING PERMIT - APPLICATION AND RECORD
Owner LEE APPLEGATE
Contractor ORDE ADVERTISING INC.
Category 254 - Signs
No 109886
Create Date 07/28/2004
Plan
Type
Building (~ Sign (~ Canopy (~ Fence ~ Raze
Zoning
Unfinished/Basement
Finished/Living
Garage
Foundation
Occupancy Permit
Park Dedication
Poured Concrete
Concrete Block
Not Required
Not Required
0 Sq. Ft.
0 Sq. Ft.
0 Sq. Ft.
~ Floating Slab
~ Post
Class of Const:
Rooms 0 Height 0 Ft.
Bedrooms 0 Stories
Baths 0
(~ Pier (~ Other
(~ Treated Wood
Flood Plain No Height Permit
# Dwelling Units 0 # Structures
Size
~J Projection
Canopies
Signs
Not Required
Use/Nature Sign / Construct 60 ft pylon sign as per plans
of Work
HVAC Contractor
Electric Contractor
Fees: Valuation
Issued By:
Plumbing Contractor
$30,406.02 Plan Approval $0.00 Permit Fee Paid
Permit Voided
$157.00 Park Dedication $0.00
Date 08/09/2004 Final/O.P. 00/00/0000
Parcel Id #
In the performance of this work I agree to perform all work pursuant to rules governing the described construction.
While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work
described in this permit application within an easement, the City strongly urges the permit applicant to contact the easement
holder(s) and to secure any necessary approvals before starting such activity.
Signature Date
Agent/Owner
Address 1825 NIMITZ RD DEPERE WI 54115 - 0000 Telephone Number 920-339-4600
To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of
Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone
Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may
continue if the inspection is not performed within two business days from the time the project is ready.
ZONING/LAND USE COMPLIANCE CHECKLIST
CONSTRUCTION DATA: ~ New Construction ~ Addition ~ Ntemtion
TYPE OF CONSTRUCTION: (i.e. fence, pool, parking lot, sign, etc.) ~ ~ ~ ~/~ k. [
ZONING:
COMPLIANCE CHECKLIST
DEFICIENT
Use
Lot Width
Lot Area
Lot Area Per Family
Flood Plain
Front Yard
Front Yard Side Street
Rear Yard
Side Yards
Building Area
Parking Standards
Off-Street Loading Standards
Vision Clearance
Transitional Yard Standards
Landscape Standards
Height
Conditions of Approval
Compliance with P.C. or
BZA Conditions of Approval
Signage Standards
Mechanical Equip. Screening
COMMENTS
REVIEW AUTHORITY
As per Section 30-5 Enforcement of the City Zoning Ordinance, the Director of Community Development, or
designee, must approve all plans, except the following: (1) Alterations or interior work when the use is conforming
and when no change in use is proposed. (2) Maintenance items, e.g. siding, windows, etc., when the use is
conforming and when no change is proposed.
APPROVED DENIED
Plan Commission Action Required
Variance(s) Required
REVIEWED BY:
07/29/2004 06:27 9203394612 ORDE ADVERTISING PAGE 01
"Time: 8:46:24 AM
Pax Phone
I Number of pe;es including cover sheet
Phone q~- 5~' ~'~/~ /
Fax Phone ~c~ ~ L~,~9' q~/~
ICC:
REMARKS:
L.~ urgent
~. Por your review
~ Reply ASAP
Please Comment
0?/29/2004 06:27 9203394612 ORDEA~VERTISING PAGE 82
CIRCULAR/SQUARE/RECTANGULAR FOUNDATION CALCULATION RESULTS
SUMMARY
Date of calculation: Thursday, July 08, 2004 -
Centroid Height: 52.600 ft
Sign Area: 300.000 sq ft
Number of Support Colunms: 1
Steel type: new
Wind Pressure: 30.000 lbs/sq ft
Section Modulus: 189.360 per colunm
Schedule 40 pipe (in inches,ROUND): 26.000 each column
Caisson type: ReCtangular
Base Diameter/Width: 8.000 ii
Base Length: 15.000'ii
Vert. Bearing Soil Pressure: 1500
Lateral Bearing Soil Pressure: 150
Est. Sign Weight: 200.000 lbs
Est. Column Weight: 3000,000 lbs/each
Footing Depth: 1.2.000 ii per column
Valid Footing Width: 8.000 ii per column
Concrete Yards: 51.763 yards total
.... 87/29/2884 0~:27 9203394612 Olde ADVERTISING PAGE 83
SECT/ON MODULUS/pERIMETER BENDING FORCE CALGULA T/ON RESULTS
SUMMARY
Date of calculation: Thu~aj/~ July 08, 2004 -
Sign Area: 300.000 sq ft'
Number of Support Colunms: 1
Wind Pressure: 30.000 lbs/sq ft
Centroid Height: 24.500 ft
Steel type: new
Sign Perimeter: 70.000 ~
Section Modulus: g8.200 per colunm
Perimeter Bending Force: 158.571 lbs/ft
Schedule 4-0 pipe (in inches,ROUND):' 18.000 each column
OR 14.000 inch Steel SQUARE Tube:(0.375 inch wall),each column
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SPECS:
VINYL:
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PAINT:
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FONTS:
SWISS921 BT
www.orde.com
920-339--4600
FAX:920-339-4612
HOURS.
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CONSULTED WI: SC
NOTE:
ALL PRICES ARE SUBJECT TO CHANGE
UPON FINAL SPECS AND FIELD VERIFICATION.
@ Orde Advertising, Inc.
'All rights ,ese,ved. No part of this
document may b,., used or repcoduced in
any fonn or by electmnic m mechanical
means ~ithout ~ritten permission
'.-om Orde Advertising. Inc.
DATE: JULY 20, 2004
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SCALE: 3/16"~1'
--.-.--
A C: MARK STACIE
REVISED BY:
DATE.
ORDE ADVERTISING, INC.. IS NOT RESPONSIBLE FOR BREAKAGE AND/OR
CHANGES OF ANY KIND OCCURRING ON THE EXISTING SIGN FACE AS A
RESULT OF THE TYPICAL CLEANING PROCESS AND/OR VINYL DECAL
APPLICATION PROCESS NEEDED IN THE PRODUCTION OF THIS PRODUCT.
DESIGNER: ANTHONY FALBO COMPUTER #:
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1825 Nimltz Drive
DePere. WI 54115
www.ocde.corn
920-339--4600
FAX:920-339-4612
8:
NOTE:
ALL PRICES ARE SUBJECT TO CHANGE
UPON FINAL SPECS AND FIELD VERIFICATION.
@ Orde Advertising, Inc,
"All rights cese,ved. No pact of this
document may be used or ,epcoduced ,n
any foem or by electronic oe mechanical
rneans ~ithout ~,.itten pe,mission
fcom O,de Adve"tising. Inc
DATE: JULY 07, 2004
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SCALE: 3/16"=1'
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A C: MARK STACIE
HOURS:
--'--'---
CONSULTED WI: SC
DESIGNER: ANTHONY FALBO COMPUTER #
REVISED BY: DATE:
ORDE ADVERTISING, INC.. IS NOT RESPONSIBLE FOR BREAKAGE AND/OR
CHANGES OF ANY KIND OCCURRING ON THE EXISTING SIGN FACE AS A
RESULT OF THE TYPICAL CLEANING PROCESS AND/OR VINYL DECAL
APPLICATION PROCESS NEEDED IN THE PRODUCTION OF THIS PRODUCT.