HomeMy WebLinkAbout2005-Building (relocate sign)
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OSHKOSH
ON THE WATER
Job Address 237 N WASHBURN ST
CITY OF OSHKOSH
No
117543
BUILDING PERMIT - APPLICATION AND RECORD
Owner ARTHUR E POMMERENING
Create Date
12/02/2005
Designer Marv Grall
Category 254 - Signs
Type 0 Building
Zoning C2/41
Contractor
APPLETON SIGN COMPANY INC
Plan
. Sign
0 Canopy
0 Fence
0 Raze
Class of Const:
Size 500 sq It
Unfinished/Basement ~Sq.Ft. Rooms 0 Height 0 Ft.
Finished/Living ~Sq.Ft. Bedrooms 0 Stories
Garage ~Sq.Ft. Baths 0
0 Projection
Canopies 0
Signs
Foundation
. Poured Concrete 0 Floating Slab
0 Concrele Block 0 Post
0 Pier
0 Treated Wood
0 Other
Occupancy Permit
Flood Plain
Height Permit
# Structures
Park Dedication
# Dwelling Units 0
~
Use/Nature Relocation of Pommerening auto sign. Sign is 20' by 10' fixed panel and 2.4' by 20' electronic mesg (250 sq It per side). Sign is 30' high
of Work þnd setback 25' from new front yard right-of-way line and 15' from the north side lot line.
HVAC Contractor
Plumbing Contractor
Electric Contractor
Fees: Valuation
$4,817.00 Plan Approval
$0.00 Permit Fee Paid
$44.00 Park Dedication
$0.00
Issued By:
Date 12/0812005
Final/O.P. 00/00/0000
0 Permit Voided I
Parcelld # 0614030000
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.
CITY OF OSHKOSH - DEPT. OF COMMUNITY DEVELOPMENT
SITE PLAN REVIEW - ZONING
Location of Property: 237 N Washburn Street
Date:
12/7/05
Applicant Name: Marv Grall Appleton Sign
Phone: 920-734-1601 Fax: 920-734-1622
Applicant Address: 2400 Hollv Road
City:
Neenah
State: ..JYL Zip: 54956
Owner: Arthur Pommerening
Parcel Number(s): 06-1403-0000
Zoning: C-2/41
Type of Construction: Install two-pole Ground Sign with Message Center
Compliance Checklist
Use
Lot Width
Lot Depth
Lot Area
Floodplain
Airport
Height
Front Setback
Corner-Side Setback
Interior-Side Setback
Rear Setback
Building Area
Access Regulations
Parking Standards
Loading Standards
Vision Clearance
Trans. Yard Standards
Screening
Landscaping
Lighting
Signage
Mechanical Screening
Var./CUP/PD Conditions
Other
Comments/Conditions
Proposed sign is total of 400 sq ft (200 per side). Applicant identified only one other sign on site
with a total area of384 sq ft (192 per side) of sign area. Site area allowed is 1,600 sq ft. as site is
over 2 acres.
Review Fee:
(Disturbedarea:510,000sqft~$1001 >10,000sqft~$200.00
Signage ~ $25
Floodplain ~ $75)
lID Approved
0 Approved w/Conditions
0 Denied
0 Hold
Reviewed by: David Buck
Review Date:
12/07/05
Please contact the Zoning Administrator at 920.236.5062 if you have any questions.
REVIEW AUTHORITY
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12/1/2005
2:47 PM
LA TERAL BEARING PIER AND CAISSON FOOTINGS
# Footings=
Pass lat soil res, q=
2
200
pst
MomenUFooting, M= 78,612 Ib-ft
Composite Centroid, h= 24.00 ft
Equiv Concentrated Load, P= M/h= 3,275 Ib
wÞ-J- «~ tke 7
ft, parallel to sign face ¿,.Jr'J /oJ '
ft, perpendicular to sign face
ft
Rectangular Pier
Width, W=
Length, L=
Depth, D= (A/2)(1+ SQR(1 + (4.36h)/A»=
0.0
0.0
0.0
S1= (2)(q)(D/3)=
b= Sqrt(W^2 + L ^2)=
A= (2.34)(P) / (S1)(b)=
psf
ft
Round Caisson
Diameter, b=
Depth, D= (A/2)(1 + SQR(1 + (4.36h)/A))=
3.00
8.78
S1= (q)(2)(D/3)= 1,159
A= (2.34 P) / (S1 )(b)= 2.20
ft, round augered hole
ft
pst
Foundation Bearing Check
Allowable Bearing Pressure= 1,330
Square
Sign Wt=
Base Wt= 0
Area= 0.0
q max= #DIV/O!
#DIV/O!
Ib
Ib
sqft
pst, soil
pst, 1994 UBC table 18-1-A, at grade
Round
Sign Wt= 500 Ib
Base Wt= 9,306 Ib
Area= 7.1 sqft
q max= 1,387 psf,soil
OK, with depth increase
Concrete Volume
Outside Width of Column= 16 in
Depth of Column in Footing= 0 ft
Volume of Concrete per Footing= 2.3 cubic yards (+-)
Total Order Volume of Concrete= 4.6 cubic yards (+-)
~
687,44'
PLAN APPROVED
By-my Of OSHKOSH
Staf~
Date: 1L.-'2--o'j
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OJHKOJH
ON THE WATER
City of Oshkosh Wisconsin
Community Development
DISCLAIMER
This map Is nol,." a legally "co,ded map no,
a snmy and It is not iotended to he used as one.
This d<awlng " a ,ompnation 01 "mds, data
and Inlo,matlon Io<oIed In mlons "Iy, ,ounty
and stale om", and oth" som" a!f"ting
the ma shown and It is to he used I" "fe<enee
pu<pos"onty. The City olOshkosh Is nul ".
sponsible fo, any im..,a"" h"ein contaIned.
If dimepen"" ne fonnd, please cont"t the
City of Oshkosh.
1" = 100'
9/30/05
Created by - pi
10'-1 3/4'
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CHR-21PYLI0-MAIN
CLIENT:
DAIMLERCHRYSLER
AUBURN HILLS, MI
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15/-0'
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EXPOLDED VIEW' OF CLADDING ASSEMBLY
REFER TO PRODUCT SPECIFICATIONS DOCUMENT
FOR MATERIAL} W'ORKMANSHIP AND FINISH
REQUIREMENTS.
P2100-PYLON
15'-0" X10'-1 3/4"
~
All designs and plans indicated on this drawing ore the sole property of
Trisect Engin . & g Corp., created specifically for the noted
project. Use ese or plans for any purpose other than the
intended all rohibited without the written consent of
Trisect Engineerin Consulting Corp. Disdosure of any of the
information en within, without consent of owner, is a .,;oIation of
intellectual property and shall not be tolerated,
GENERAL PAINT NOTES:
INTERNAL STEEL TO BE PAINTED W'HITE
EXTERIOR FINISH OF CABINET TO BE PAINTED BLACK
COLUMN ASSEMBLY TO BE PRIMED AND PAINTED
-0
5'-8 5/16#
I
2'-6 118'
J
.
.
3'-0'" .
. .
-@
2 7/16#
FORMED
BASE COVER DETAIL
42 STL. ANGLE 2x2x3/16 - 4" LONG 8
43 STL. ANGLE 1 1 /2x 1 1/2x3/16- 8 1/2" LONG 4
44 STL. ANGLE 2x3x3/16 (g' -8" LONG) 2
45 HANDHOLE COVER STL PLT. 5x5x1/4 2
46 STL. PIPE .840 O.D. X .125 WALL A/R
47 A36 PLATE- 9"x12'-0"x7/8" THK. 2
48 SIlo PLATE A36, 32"x32"x2" (140 MPH DESIGN) 1
49 GUSSET A36, 8 1/2"x8 1/2"x5/8" (140 MPH DESIGN) 6
If!
REV.
SHT.
BY:
1
KC
OF'
DATE:
10/2/03
11
FIND # DESCRIPTION TOTAL
QUANTITY
1 EXTRUDED ALUM. FILLER CUC-962 A/R
2 POL YCARBONA TE FACE (SEE PAGES 8&9) 2
.3 STL. PLATE A36, 1 O"x1Z"x7/8" 2
4 EXTRUDED ZEE BRACKET CUC-957 2
5 TS6X6X.188 WALL 2
6 TS1ZX12X..375 WALL 1
7 STL. PLÀTE A36, 8 1/Z"xI1 I/Z"x3/8" 2
8 STL. PLATE A36, 6"x9"x3/a" 2
9 STL. PLATE A36, 8 1/2"xl1 1/2"x1" 2
10 GUSSET A36, 9 1/2"x9 1 /2 "x5/a " (100 MPH DESIGN) 4
11 STL. PLATE A36, 32"x32"x1 3/4" (100 MPH DESIGN) 1
12 PIANO HINGE ALUM. (CONTINUOUS) 1
13 FLUORESCENT LAMP 120T12 COOL WHITE 12
14 LAMP SOCKET KULKA 5S3G 12
15 LAMP SOCKET KULKA 582G 12
16 .063 SHEET ALUM. RACEWAY COVER- 11 3/4" WIDE A/R
17 SIL. ANGLE 3x3x3/S- 9" LONG 1
18 EXTRUDED ALUM. RETAINER CUC-899 A/R
19 2"X2"X3/16" STL. ANGLE A/R
FOR ATTACHING CLADDING
20 NEOPRENE GASKET A/R
21 1/4" MS W /WASHER AND DOUBLE NUT 12
22 1/4" ALUM. SPACER PLATE A/R
23 120V DISCONNECT SWITCH- SUITABLE FOR WET LOCATION 1
SIZED FOR CIRCUIT REQUIRED
24 FORMED BALLAST BRACKET - .090 ALUM. SHEET A/R
25 HIGH OUTPUT OUTDOOR BALLAST 3
26 1/4" RIV-NUT 24
27 .090 BASECOVER CLADDING HALF 2
28 .090 BREAKFORMED ALUM. CLADDING FACE A/R
29 PROP ROD HOLDER- FORMED 1/8" ALUM. SHEET- 2" LONG 4
30 ALUM. CHANNEL- 3/4"x1 1/4"x1/8"- 4" LONG 4
31 PROP ROD 368" D¡IApRÓr RWDNG8 WL1 164" HOOK
ON EACH EN AND BASE-AL M. 2
ANGLE 2 3/4X1X1/8, 4d LONG
PROP ROD 368" DIA., 11" W1 164" HOOK
32 ON EACH EN AND PROP -AL M. 2
ANGLE 2 3/4X1 X1/8, 4" LONG
33 .090 ALUM. ClADDING TOPCOVER 1
34 STL PLATE 12"x12"x5/8" 1
35 .090 BREAKFORMED ALUM. COLUMN ClADDING A/R
36 WEEP HOLE COVER WITH 3/8" DRAIN HOLE- 6" LONG 2
37 JUNCTION BOX WITH COVER 1
38 BRAKEFORMED ALUM. ANG. 1x1x1/8- 2" LONG 2
39 ALUM. ANGLE 2x2x1/4 (6063- T6) 4
40 ALUM. RETAINER KEY- 1/8" THICK 8
41 ALUM. ANGLE 2"x2"x.125" - 3/4" LONG 8
11/18/03
DATE
CHANGE RAM HEAD COLOR CALLOUT
DESCRIPTION
Project Number.
03-0577
Drawing Number:
8146026
ELECTRICAL
CONDUIT BY
INST ALLER
/DIVER
TURN/
,.
5' -1/1
-,
DO NOT USE THE SPREAD FOOTING
OPTION WHEN FROST DEPTH PENETRATION
EXCEEDS 36"
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15' -0/1
EE REBAR SCHEDULE
OPTIONAL SPREAD FOUNDATION
~
REBAR SCHEDULE
3" MIN. COVER I DO NOT WELD REBAR
NON-SHRINK
HIGH STRENGTH
GROUT
A.B. A36
3/4/1 DIA,
24" LONG
(4 REQ'D.)
PLACEMENT SIZE SPACING QUANTITY
LONG BOTTOM STEEL #4 18" 2
LONG TOP STEEL #4 18" 2
CROSS STEEL #4 16" 8
TS 5x5x3/16
/ 0 VER
TURN /
0
A, B. A36
3/4/1 DIA.
24/1 LONG
(4 REQ' D)
GRADE
GRADE
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REINFORCEMENT-
(3) #4 BARS AT 18" O,C.
EACH 'vi A Y. ON LEE 'vi ARD
AND 'vIIND'vIARD FACE, DO
NOT 'vIELD REBAR, 3/1 MIN.
COVER.
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ELECTRICAL
CONDUIT BY
INST ALLER
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ELECTRICAL
CONDUIT BY
INST ALLER
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USE 6 #4 BARS
ON 21 II DIA. PATTERN
WITH #3 STIRRUPS @18"'O, C.
ELECTRICAL
BY OTHERS
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1.48 CU. YDS.
CONCRETE
REQUIRED
l2' -6' J
DIA.
,91 CU. YDS.
CONCRETE
REQUIRED
INS-CHR-P21PYL5UC-MAIN
OPTIONAL CAISSON FOUNDATION
DAIMLERCHRYSLER
AUBURN HILLS, MI
P2100-USED CAR INSTALL
6' -3"X5' -1"
1 00 MPH DESIGN
MQJE;
All designs and plans indicated on this drawing ore the sole property of
Trisect Engineering c!c Consulting Corp., (nated specifically for the noted
project. Use of these designs or pions for any purpose other than the
intended application sholl be prohibited without the written consent of
Trisect Engileering c!c Consulting Corp. Disdosure of any of the
information enclosed within, wÎthout consent of owner. is a violation of
intellectual property and sholl not be tolerated.
SHT. BY: Project Number:
1 KC 03-0577
OF DATE: Drawing Number:
2 10/08/03 8146028
A ~. - -
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7675 Oak Ridge Highway (865) 342-8333 (Office)
Knoxville, Tennessee 37931 (865) 539-2~1 0 (Fax)
CUENT: