HomeMy WebLinkAbout0119719-Building (sign)
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OSHKOSH
ON THE WATER
Job Address 1600 S KOELLER ST
CITY OF OSHKOSH
No
119719
BUILDING PERMIT - APPLICATION AND RECORD
Owner GREENE REAL ESTATE OF WI PTNSHP
Create Date
OS/23/2006
Designer Kelli Steffens
Category 254 - Signs
Type 0 Building
Zoning
Contractor
APPLETON SIGN COMPANY INC
Plan
. Sign
0 Canopy
Class of Const:
0 Fence
0 Raze
Size
Unfinished/Basement - Sq.Ft. Rooms Height
Finished/Living - Sq. Ft. Bedrooms Stories
Garage - Sq. Ft. Baths
Ft.
D Projection I
Canopies
Signs
Foundation
. Poured Concrete 0 Floating Slab
0 Concrete Block 0 Post
0 Pier
0 Treated Wood
0 Other
Occupancy Permit
Flood Plain
Height Permit
Park Dedication
# Dwelling Units ~
# Structures
~
Use/Nature Retail/ Replace wall signage 8.5X20 170 sq ft (allowed a max of 1060 sq ft)and add 200 sq ft to ground sign for total of 1256 sq ft.
of Work ¡allowed 1600 sq ft).' Note: This signage shall not be energized until the required Electric Permit Is secured. The new sign cabinet for
lIle ground mount sign shall not be energized until the existing electric code violations have been corrected.
HVAC Contractor
Plumbing Contractor
Electric Contractor
JANDRIN ELECTRIC, INC.
Fees: Valuation
35,800.00 Plan Approval
$0.00 Permit Fee Paid
$174.00 Park Dedication
$0.00
Issued By:
Date OS/25/2006
Final/O.P. 00/00/0000
D Permit Voided I
Parcelld # 1307440404
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
Address 2400 HOLLY RD
Agent/Owner
NEENAH
WI 54956 - 1012
Telephone Number
920-734-1601
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.
r
CITY OF OSHKOSH - DEPT. OF COMMUNITY DEVELOPMENT
SITE PLAN REVIEW - ZONING
Location of Property: 1600 S Koeller St. IWG&R)
Date: 5/19/06
Applicant Name: Kelli Steffens Appleton Shm
Phone: 920-734-1601
Fax: 920-734-1622
Applicant Address: 2400 Hollv Road
City:
Neenah
State: WI Zip: 54956
Owner: Greene Real Estate of WI Partnership
Parcel Number(s): 13-0744-0404 Zoning: M-2 PD
Type of Construction: Replace Wall sign and Add to Ground Sign lID Signage-WG&R)
Compliance Checklist
Use
Lot Width
Lot Depth
Lot Area
Floodplain
Airport
Height
Front Setback
Comer-Side Setback
Interiot-Side Setback
Rear Setback
Building Area
Access Regulations
Parking Standards
Loading Standards
Vision Clearance
Trans. Yard Standards
Screening
Landscaping
Lighting
Signage
Mechanical Screening
Var.lCUPIPD Conditions
Other
Comments/Conditions
Wall Signage
0 Remove existing and install sigu. Area for façade sign is proposed to be a 170 sq ft (8.5' X
20'-single sided). Square footage of the storefTont, per petitioner, totals approx. 3,553 sq ft
(lTX 209'+). Total sign area is 4.7% wall area. Zoning District allows 30%.
Ground Sign
0 Adding approximately 200 sq ft of sign area (100 sq ft per side). Per petitioner, pole sign
currently has 1056 sq ft of area (428 sq ft per side). This addition will make a total of 1256 sq
ft. Area allowed is 1600 sq ft as site is approx. 3 acres.
***$25.00 SIGN REVIEW FEE COLLECTED WITH BALANCE OF
PAYMENT (CHECK #025337 FOR $199.00)***
Review Fee: $25.00 (S"ma2e= $25)
IXI Approved
D Approved w/Conditions
D Denied
DHold
Reviewed by: David Buck
Review Date: 5/23/06
Please contact the Zoning Administrator at 920.236.5062 if you have any questions.
REVIEW AUTHORITY
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COpy, Planning
Addres, Fí1e
ApplicanI
Engineering
~
Buck, David
Page 1 of1
From: Kelli M. Steffens [kellis@appletonsign.com]
Sent: Tuesday, May 23, 20062:25 PM
To: dbuck@ci.oshkosh.wi.us
Subject: WG&R
Importance: High
Hello David,
As requested, the following is the information for the WG&R in Oshkosh:
Existing Sign:
0 Square footage total: 423
0 Pole Size: 2' in diameler
0 Overall Height 56' +/-
0 Base: 6' x 6' x 10' deep
Revised Sign:
0 Square footage total:
0 Pole Size Required:
0 Overall height:
0 Base required:
0 Cenler of Wind load:
528
20" (currently it's 24")
54' +/-
6' x 6' x 8' deep
40'
We are only adding approx. 100 sf to the sign with the elimination of the "hump" in the
top cabinet. The current foundation will definitely be sufficient for the added square footage based
on our calculations.
Could you please include the above with you information for Allan so we can keep things moving.
If Allan can look at this in the next day or so, that would be great. As I mentioned, we retrofitted
the top cabinet and we would really like to install in this Friday.
I will get a revised site plan over to you for Edgewood Village. It will probably come from John
at PortSide Properties.
Thank you and Allan in advance for your prompt attention to this!
Kelli Steffens
Senior Sales Consultant'
Appleton Sign Company
Ph: 920-378-3378
Fax: 920-734-1622
5/23/2006
2400 Holly Road
Neenah, WI 54956-1012
920.734.1601
Work Order:
23442
Order Date:
May 3, 2006
Sold to:
Ship to 1 Install at:
WG & R Furniture Corporate Office
ATTN: James Greene
900 Challenger Drive
Green Bay, WI 54311
James Greene
920-406-5022
WG&R Furniture
1600 Koeller Street
Oshkosh, WI
James Greene
920-406-5022
Customer 10
WG & R Furniture
Customer PO
Sales Rep ill
Steffens, Kelli
Fabricate & install face lit channel letters reading "WG&R
furniture" per design #d03233b pg. 4
Completion
5/26/061
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STEEL COLUMN DESIGN ;rPL .
Project: WG&R Furniture
Descript: Add 6' x 24' Cabinet to Pylon! Remove "hump in existing top cabinet.
Ref: Manflal 0' Stool Constrflc;tion. AISC 9th Edition
(sqft) ft)
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Calculation of Design Forces at Critical He;ghtsAoI- &0 ~ M
Description
1)
2)
3)
4)
5)
6)
7)
8)
y (ft)
@grade
M (#')
661,263
V(#)
16,5;>2
y (ft)
Column Support Design Table
#of
Cots
Start
Etev
(ft
2
5'2412a13
1:33 PM
Area
Wind
Çentroid
M (#')
V(#)
Sleeve
Depth
(in)
NIA
S BCt
fb
Allowable Bending Stresses
Column Column Criteria Stress increase factor- 1.33
Type -Zýèe
p (.375) d/t <33001Fy so... FtF O.66Fy= 30.7 k.¡¡j
FALSE help #NIA so... FtF #N/A #N/A ksi
FALSE help #NIA so... Fb= #NIA #N/A ksi
FALSE help #NIA so... Fb= #NlA #NIA ksi
FALSE "elp #N/A 50.-- 'FtF #N!A #N/A k5i
FALSE help #NIA so... Fb= #NIA #NlA ks;
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