HomeMy WebLinkAbout0127263-Building (sign)
o
OSHKOSH
ON THE WATER
Job Address 2605 JACKSON ST
CITY OF OSHKOSH No 127263
BUILDING PERMIT - APPLICATION AND RECORD
Owner BROWNE LLC Create Date 10/04/2007
. Designer
Category
Mary Mettler
254 - Signs
Contractor GREEN BAY SIGN & DESIGN
Plan
Type
o Building
C-2
. Sign
o Canopy
o Fence
o Raze
Zoning
Class of Const:
Size 156 sJ. total
Unfinished/Basement Sq. Ft.
Rooms
Height
25 Ft.
o Projection I
Finished/Living
Sq.Ft.
Sq.Ft.
Bedrooms
Stories
Canopies
Garage
Baths
Signs
Foundation 0 Poured Concrete 0 Floating Slab
o Concrete Block 0 Post
. Pier 0 Other
o Treated Wood
Occupancy Permit Not Required
Occupancy Fee
$0.00 Flood Plain
Height Permit
Park Dedication
# Dwelling Units
o
# Structures
o
iJselNature IRemove existing monument sign and replace with new monument sign for Primo Restaurant. UL#GX109050
of Work
HV AC Contractor
Plumbing Contractor
Electric Contractor
$30,000.00 Plan Approval
$0.00 Permit Fee Paid
$178.00 Park Dedication
Fees: Valuation
$0.00
Issued By:
Date 10/15/2007
Final/O.P. 00/00/0000
o Permit Voided I
Parcelld # 1219800000
In the performance of this work I agree to perform all work pursuant to rules governing the described construction.
While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work
described in this permit application within an easement, the City strongly urges the permit applicant to contact the easement
holder(s) and to secure any necessary approvals before starting such activity.
Signature
Date
Address 1245 WAUBE LN
Agent/Owner
GREEN BAY
WI 54304 - 5652 Telephone Number 920-412-5793
To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of
Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone
Number. Unless speCified otherwise, we will assume the project is ready at the time the request is received. Work may
continue if the inspection is not performed within two business days from the time the project is ready.
.. F",
City of 05h;)$h
Inspection :;cfvices Division
POBox 1!3,)
Oshkosl", \'if 54903-1130
. Phone: (92(;) 236-5050
Fax: (920) 2:)6-5084
~
B "Id" P "t A )' t' OfHKOfH
U! . mg erml pp lea Jon ON THe WATER
J(vou ar(~_.!.L contractor varticinatinz in the Permit Fee Account Svstem and have adeouate funds. clieck here
if vall W{UILthis vrocessed through vour account n.
UL* GX/D90t[O
JOB AD m~}:ss c;';2 U (J 5" J /FCK'S () I...) <5 r
OWNEH..-1::J4Tlitj 'a)CILF
. .
CONTRAcrOR f7Jeb7:7V BIlL! 6ft//ll ~ D175/tr1lJ
i
1 ;mI th.c:
DOwner
OR .'M Contractor
USE CATF>GORY
DSinglcTmnily Dbuplex DMulti-Family DRental )!JCommercial o Industrial
Work b
done:
LJ J\ddJion
o Deck/PorchtPatio
o FencelHedgelKenneI
o Hot Tub/Spa
CJ StairlHandrail
C Wrecking Permit
o DrivewayJParking
C Garage/Utility Structure
o Internal Remodeling
o StovelFireplace
,...~ - ~
[j Ex;emal Remodeling
o H"ndi.cap Ramp
~'Sj gn/Canopy/ Awning
o Sw-jennnng Pool
,. ~
[J Otl:er
"
AdditiGn~d Information, such as plan submittal and approval, may be required before issuance. Fliers,
locaf.cd in the hallway, maybe referenced to note if any additional information is necessary.
.:. Full description of work being done: lfef'Y2tJll'e ex/:sn/7 J m tJ/1ll/ne#2! ,"5;311.
//757zt/L,JltL) /J1c1/7ume.'.-7 j ty,"j 5t'e clfla.cAccl 'FI.~td/11., ..
JJeu) :/51./:,:/1 (,viti h4.,vt /!. 075' ")cl-httc/e PVJ77 o/-he .pn;t9I'!/ry /I'/l-e.
Anv work nQJ included in this application is not permitted,
Value of
:J.pplic:J.nts.)
:ob:) 3tJ, OM}
,
(Valwe for materials :J.nd l:J.bor is required to ensure consistency in aa:essing )Iennitfees for all
., .
PLEASEEE:c\D,SIGN, & DATE:
'I the above information is complete and accurate. Any deviationsfrom the above submitted
inf:l!.rution ~ ,.{. ~ alo be obtained. I achlowledge and agree to these terms.
\J?I
Name: MAR lJ J.-i I::/TL &-J<::
, (Please print)
Signature:CY~ 'l/ne'-ffCe-J
Date: C{ 2"--/. () 7
OCT 1 5 2007
DEPARTMENT Of
COMMUNITY DEVELOPMENT
INSPECTION SERVICES DIVISION
E-d
vBOS- 8E2.- 0<;6
sUO~4oadsUI yso~4s0
1:<1 J..&?J 3/02
e02:11 20 SO '[nr
10/I0/07
GREEN BAY SIGN & DESIGN
File: GrnBay~;gnI4.mcd
Site: Primo
2605 Jackson Street
Oshkosh, WI
Project: Direct bury twin pole and caisson footing designs on25'-0" OAfLsigl) pylon.
Design wind load is based on the State of Wisconsin Building and Heating, Ventilating and Air
Conditioning Code ( Chapters Comm 50 to 64 ) ( 2000 mc ) using 90 mph winds and Exposure C.
Design Wind Speed: (mph.) V:= 90.0
Importance Factor: 1:= 1.00 Based on Category II, Non-Hurricane Prone Regions with V = 85-100 mph
V elocity Prc~;,;urc Coefficent at the Height ofless than 25' :
Obtained from Table 6-5
Kz:= 0.94
Topographic F<ictor : Kzt:= 1.00 Based on Exposure C, Cases 1 or 2
Wind Directionaiily Factor:
Kd := 0.95 Based on Structures in Table 6-6
2
qz:= 0.00256.Kz.Kzt.Kd.V.I qz= 18.517
Velocity Pressure: (PSF)
Force Coefnccnt for Signs: FxtrCf:= 1.5 Taken from Table 6-]0
Gust Effect Factor: G:= 0.85 Taken from 6.5.8.1 for Rigid Stmctures
Design Pressun;: (PSF) F:= qz.FxtrCf.G F = 23.609
Use: WL := 24.0
Reference: \iamlal ofStee] Construction, AISC 9th Edition.
Pipe: ASTM ;\-2.52 Gr. 3
Fy = 42.0 ksi.; Fb = 27.72 ksi. (Compact sections)
Reference: American Concrete Institute, Code 318.02.
Rebar: ASTM A-6]5 Grade 60 Fy = 60.0 ksi.
Concrete :
psi. compressive strength at 28 days.
2\lmmation of Stresses at Grade:
Sign and Trim: SgnTrm := (9.42.12~67. WL) -[ (9.;2) + 15.58] SgnTrm = 58119.358 fUbs.
Cladded Poles: CldPoles:= (2.15.58.2.0. WL){ l5~58) CldPoles = 11651.347 ft.1bs.
Moment: (ft.lbs.) MtGrd := SgnTrm + CldPoles MtGrd = 69770.705
Shear: (lbs.)
ShrGrd:= (9.42.12.67.WL) + (2.15.582.0. WL)
ShrGrd = 4360.114
j)':'iig.n o[Pole Structures at Grade:
Moment per Po]c: (ftJbs.)
MtGrd
MtPoleGrd := -
2
MtPoleGrd = 34885.352
Required Scn:,);; Modulus: (in.3)
('Compact Pipe ::xtion)
MtPoleGrd.12
ReqdSMCrd := RcqdSMGrd = 15.102
27720
Pipe Section Mochltus: (in.3)
8-5/8" Dia. x 0.322" wall - PipeSM:= 16.81
( 8" Sch. 40 )
Sht. 1 of3
IOII O/G7
GREEN BAY SIGN & DESIGN
Unity Check:
S d ReqdSMGrd
UC eetMo:= .
PipeSM
UCSeetMod = 0.898
n",sign of Caisson Footings:
Overturning Moment per Caisson: (ft.lbs.)
Ma:= MtPoleGrd
ShrGrd
Va:=-
2
Shear per Caisson: (lbs.)
Applied Lateral Force: (Ibs.)
Allowable Later,d Soil Pressure: (lbs.lft.2 per ft. )
Diameter ofRouiid Footing: (ft.)
P:= Va
Distance in Feet From Ground Surface
to Point of Application of lip"
. Ma
h:=-
Va
Depth ofEmbeclment in Earth in Feet
But Not Over 12 Feet for Purpose of
Computing Latera! Pressure.
Allowable Lateral Soil Bearing Pressure Pursuant
to the 2003 International Building Code Section
1805.7 and Table] 804.2 with 100% increase for
allowable 1/2" dd1cction at grade.
S 1 := dl. (LP. 1.33)
3
P
A:= 2.34.
(SI.2.0).b1
d2:=(~}[1+(~)]
Check T\~T],sile Stress in Footing:
Overturning tvlO1:';cnt About Heel Point: (fUbs.)
Treat as a cantilever at bottom.
~h := Ma + (Va.d1)
Compressive SVcngth of Concrete : (psi.)
Yield Strength of Rebar: (psi.)
Section Modulus .;CFooting: (in.3)
3
Sw:= T!:.(bl.12)
32
Allowable Conercle Stress: (psi.)
$Ft:= 0.65.(5.{fc)
ft:= 1.3.[(Mh.12)]
Sw
Tensile Stress in Concrete: (psi.)
Desii-'Lu!LRcinforeing Steel in Caisson:
Moment for US!) Design:
Mu:= 1.7.Mh
To Plot for II .ill" :
el:= [(b1.12)..80] - 4
Mu.12
fe.b1.12.el2
eodI = 0.063
eoeff :=
Sht. 2 of3
<
1.00
OK
Ma = 34885.352
Va = 2180.057
P = 2180.057
LP:= 200
b1 := 2.0
h = 16.002
dl := 7.5
Sl = 665
A = 1.918
el2 = 6.821 < dl = 7.5
OK
Mh = 51235.778
fe := 3000
fy := 60000
Sw = 1357.168
<jlFt = 178.01
11 = 588.931 > ljIFt = 178.01
REBAR REQUIRED FOR STRESS
Mu = 87100.823
d = 15.2
.iu := 0.73
1011 0/07
GREEN BAY SIGN & DESIGN
Use yield S\T':ngth of direct burial pipe to check.
Yield Strength 0:- i) i pe: (psi.)
Required Area : j n.2 )
Mu-12
As:=
ju-fy-d.0_90
Pipe Size: (in_)
Diameter:= 8.625 Wall Thickness: (in.)
Area:= n.[Diameter2 - [Diameter - (2. WThx)] 2 ]
4
Pipe Area: (in.")
Reinforcement Rcquirment :
As = 2.492
<
Area = 8.4
No rebar required with the direct burial pipe.
fy := 42000
As = 2.492
WThx:= 0.322
Area = 8.4
l (Diameter)2 J
b12 12
CY:= (n'-'d1) - n. .(dl ~ 0.5)
4.27 4-27
Ouantitv of (~)Jlcrete: (yds.3)
CY = 0.767 Each
NOTE: K,_~cp bottom of pipe 6" from bottom offooting
tc create concrete cover for water exclusion.
Sht. 30f3
CITY OF OSHKOSH - DEPT. OF COMMUNITY DEVELOPMENT
SITE PLAN REVIEW - ZONING
Location of Property: 2605 Jackson Street
Date: 09/26/07
Applicant Name: Mary Mettler, Green Bay Sign and Design
Phone: 920-412-5793 Fax: 920-403-1002
Applicant Address: 1245 Waube Lane
City: Green Bay
State: WI Zip: 54304
Owner: Richard/DarIa Bauman
Parcel Number(s): 12-1980-0000
Zoning: C-2
Type of Construction: Remove existing monument sign and install new monument sign for Primo Restaurant
Compliance Checklist
Use
Lot Width
Lot Depth
Lot Area
Floodplain
Airport
Height
Front Setback
Comer-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./CUPIPD Conditions
Other
Comments/Conditions
1. NOTE: Sign shall be setback 25'.
2. NOTE: Proposed sign OAH is 25'.
3. NOTE: Proposed sign area is approximately 156.10 s.f. total (Le. 6.33'x12.33'x2).
***$25.00 SIGN REVIEW FEE NOT COLLECTED. APPLICANT MUST SUBMIT PRIOR TO
PERMIT ISSUANCE***
***THIS REVIEW IS FOR ZONING PURPOSES ONLY. CONTACT INSPECTION SERVICES
(920-236-5050) TO DETERMINE IF FURTHER INFORMATION IS NEEDED PRIOR TO
PERMIT ISSUANCE***
Review Fee: $25.00
[&] Approved
o Approved w/Conditions
o Denied
o Hold
Reviewed by: Todd Muehrer
Review Date: 10/04/07
Please contact the Zoning Administrator at 920.236.5057 if you have any questions.
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.
I:\Planning\Zoning Administration\Zoning Compliance Check Lists\2007\Ocl\2605 Jackson SI - ground sign.doc
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RE I
SEP 2 6 2007 ~
DEPARTMENT OF
. COMMUNITY DEVtLOP~1ENT f)jHKOfH
Building PermiINAp~j8~tf&~CES DIVISIO~ ON THE WATER
If yOU are a contractor DarticiTJatinf! in the Permit Fee Account System and have adeauate funds. check here
if YOU want this Drocessed throUflh 'Your account n .
City of Oshkosh
Inspection Services Division
POBox 1130
Oshkosh, WI 54903-1130
Phone: (920)236-5050
Fax: (920) 236-5084
JOB ADDRESS c;;.Uo5' JA'eK~()AJ .:5r
OWNER KATHy aJOl-F
CONTRACTOR f:J If /:;"7:::N BftL/ 61 bA/ ~ b &31 {7N
.
I am the;
DOwner
OR .. Contractor
USE CATEGORY
DSingleFamily DDuplex DMulti-Family DRental,MCommercial o Industrial
Work being done:
Ll Addition
C External Remodeling
o Handicap Ramp
~Sign/Canopy/ Awning
o Swimming Pool
o Other
Additional information, such as plan submittal and approval, may be required before issuance. Fliers,
located in the hallway, may be referenced to Dote if any additional information is necessary.
.:. Full description of work being done: 7?elnlJi/e. ex./S;?l/J.} rYJeJ/}t.1/'neP1 t (113/1.
/nsfZIJI nLu) ff)o/lume/J t 61jf1 (Se't' a.-IIdcAed clrit.aJ/~Jj. ,.
Nt<<..) 6t9h will htltf( It 025' ,~dhae./c -f1vm W1e p~ae/ty /1'>1e.
o Deck/PorchlPatio
o Driveway/Parking
o FencelHedge/Kennel
C Garage/UtiIity Structure
o Hot Tub/Spa
iJ StairIHandrail
o Internal Remodeling
o Stove/Fireplace
o Wrecking Permit
Anv work not included in this apJ>lication is not permitted.
Value of the job $ 3tJ; (J(}t)
applicants.)
(Value for materials and labor is required to ensure consistency in accessing permit fees for all
PLEASE READ. SIGN. & DATE:
I certify the above information is complete and accurate. Any deviations from the above submitted
information may require additional permits to be obtained. I acknowledge and agree to these terms.
Name: M.ARl) ti/=/Tl.&Je
, (Please print)
Signature~ 'Ynert:~
Date: q. 21. () 7
3/02
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__ __ _ _ _ _ _ _ _ _ ___ PROPERTY L1NE_ _-=_J~J!\-11- - - I~ I
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Date_.. 7-20.07 SCale 1/4"=1'.0" Phone_____ Date~__
RWOLF.3@NEW.RR,COM
Name PRIMO
Add"'.. 2605 JACKSON ST..
App<oved By. CATHY I MARl<
CI1y OSHKOSH State---'M..._._ Me __....._____._____.____.__
~,.,._.~:.a....n:......,.....d...:II~_:....._..~.C1IL'~:..lI:a.,.lIes{l_.__l245 WAUIE LANE. GREEN BAY, WI 54304. PH: 920.412.5793. FAX: 92'0.403.1002
This document, the artwork, and the information contained are copyrighted in its entirety and are proprietary to Green Bay Sign & Design, LlC, By its receipt hereof the Holder agrees not to alter,
change, distribute, or reproduce this artwork without the written permission of Green Bay Sign & Design, LLC, The Holder agrees not to disclose this artwork to any third party, and to return it
immediately to Green Bay Sign & Design, LLC upon request. Holder understands that should any portion of this artwork be used by Holder with or without permission from Green Bay Sign & Design,
LLC, a fee for this artwork will be charged that is payable immediately to Green Bay Sign & Design, LLC.
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Name PRIMO _______._______~_.__ Appo-oved By. CATHY--LI:ot!ARL-_~____~
AcIdress 2605 JACKSON ST.. Ci1y OSH150SH __Sta1e_._,!,tL___. l1lIe ~_..__________________~______
Date~Q.07 _ScoIe_1l4"=1'-e" Phone.___ .____ Da1e____.._____.~__~____
RWOLF3@NEW.RR.COM
__....:.IIi.......:II_.....__....,.,.._,....._......_:_.............._ 1245 WAUBE LANE. GREEN BAY, WI 54304. PH: 920.412.5793. FAX: 920.403.1002
This document, the artwork, and the information contained are copyrighted in its entirety and are proprietary to Green Bay Sign & Design, LLC. By its receipt hereof the Holder agrees not to alter,
change, distribute, or reproduce this artwork without the written permission of Green Bay Sign & Design, LLC. The Holder agrees not to disclose this artwork to any third party, and to return it
immQrti~t",l\I to ~rl)"n R~" ~inn R. n"C!lnn II r. unon rQnll,,~t ~nltfAr ..nnl:lret~nn(,! th::tt ~hnlllrl ~n\l nndin" nf thi(,! !;lirhAmrlc ha Il(,!Qn hu ~nlrl.Qr u,ah nr Uo,ithnllt normic'!C!inn frnm ~r&lIl:an R~u ~;nn R. nodnn
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