HomeMy WebLinkAbout2007-Building (signs)
o CITY OF OSHKOSH No 127016
OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD
ON THE WATER
Job Address 1075 N WASHBURN ST Owner LOWES HOME CENTERS INC Create Date 07/31/2007
Designer
Kathy Remick
Contractor ALPHA NEONX SIGN & LIGHTING LLC
Category
254 - Signs
Plan
Type
o Building
C-2PD
. Sign
o Canopy o Fence o Raze
Class of Const: Size vary
Rooms Height Ft. o Projection I
Bedrooms Stories Canopies
Baths Signs 5
Zoning
Unfinished/Basement
Sq.Ft.
Finished/Living
Sq.Ft.
Garage
Sq.Ft.
Foundation . Poured Concrete 0 Floating Slab
o Concrete Block 0 Post
o Pier 0 Other
o Treated Wood
Occupancy Permit
Occupancy Fee
$0.00 Flood Plain
Height Permit
Park Dedication
# Dwelling Units
o
# Structures
o
Use/Nature Retail/Install 2 new ground signs and 3 wall signs on front eievation for Lowe's retail development
of Work
HV AC Contractor
Plumbing Contractor
Electric Contractor
$80,000.00 Plan Approval
$0.00 Permit Fee Paid
$328.00 Park Dedication
Fees: Valuation
$0.00
Issued By:
Date 10/01/2007
Final/O.P. 00/00/0000
o Permit Voided I
Parcelld # 1621500000
In the performance of this work I agree to perform all work pursuant to rules goveming 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 sLlch activity.
Signature
Date
Address 11607 WEST DEARBORN AVE
Agent/Owner
WAUWAUTOSA WI 53226 - 0000 Telephone Number 414-431-6688
To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of
Inspection (Le. 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.
~
OfHKOfH
Building Permit Application ON THE WATER
Ifvou are a contractor varticivating in the Permit Fee Account Svstem and have adequate funds. check here
if vou want this vrocessed through vour account n
City of Oshkosh
Inspection Services Division
POBox 1130
Oshkosh, WI 54903-1130
Phone: (920) 236-5050
Fax: (920) 236-5084
JOB ADDRESS W{J~~yt-ouJn~ f- ~J.b()rn Sf
OWNER 10~
CONTRACTOR . I -~- (0('(>(\)( ~[J t-, \I- LiJh 1-r 0'
I am the: D Owner OR j2(Contractor
USE CATEGORY
DSingle Family DDuplex DMulti-Family DRental 'P\Commercial DIndustrial
Work being done:
o Addition
o Deck/Porch/Patio
o Driveway/Parking
o GaragelUtility Structure
o External Remodeling
o Handicap Ramp
o Sign/Canopy/Awning
o Fence/Hedge/Kennel
o Hot Tub/Spa
o Stair/Handrail
o Internal Remodeling
o Stove/Fireplace
o Swimming Pool 0 Wrecking Permit
~fu" ~~n5
Additional informa on, such as plan submittal and approval, may be required before issuance. Fliers,
located in the hallway, may be referenced to note if any additional information is necessary.
.:. Full description of work being done: Q
gi J-
Anv work not included in this application is not permitted.
Value of the job $ ~6! [JOt::? (Value for materials and labor is required to ensure consistency in accessing permit fees for all
applicants.)
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.
JUL 2 4 2007
DEPARTMENT OF
COMMUNITY DEVELOPMENT
INSPECTION SERVICES DIVISION
Signature:
3/02
RECEIVED
Name:
Date:
Jui.3i. 2001 2:11PM
City ot oshkosh
!~c.. Lb44
r.
CITY OF OSHKOSH ~ DEPT. OF COMMUNITY DEVELOPMENT
SITE PLAN REVIEW - ZONING
Location ofPwpert,/: 1075 N. Washburn sa. (Ll)we's) Date; 07/31/07
Applicant Name: Kathy Rcmk.&.I,\JpJW. Neon);; Sign & lighTing Phone: 414.431-66RR Fax: 4J4-431-4949
Applican! Address: 11M? W. DearbournAvenue City: Wl.luwatos~ State; WI Zip: 53226
Owner; ShQreland Development Corp. Zoning: C-z.. PD
Type of Construction: 2 ground jjgl),\!tnd 3 wall siglls for Lowe's
Compliance Checklist
Use
Lot Width
lot Depth
tot Area
Floodplain
Airport
Heighl
Front Setback
Cornet-Side Setback
1m. Side Setback
Rear Setback
Building Mea
Access Regulations
Parking Standards
Loading Standards
Vision Clearance
Trans. Yard Standards
Screening
Landscaping
Lighting
~
Mechanical Scr~eTling
Var.lCUP!PO Conditions
Other
i Com!Jl<<pt:-;JConditions
Ground Sil!nafll!
NOTE: No ponion of liny gruund sign will intl'llde in the 25' front yard setback area.
NOTE: Pyion Sign A will be 30' ill overali h\:ight. The Lowe's sik,'n area will be approximately 306 s.t: total
for both sides (ITx 9' x2). The lower tenant cabinets will be approxi.r.narely 162 s.f. total for both sides
(9'x9'x2). Totlil Sign A area is therefore approximiltely 468 s.f tOlal for both sides.
NOTE: PyloJl Sign D will be 60' in overall height The l(IWC'~ Si/"'T1 area will be approximately 474.83 s.f. total
for both sides (21.5&3'xl1 'x.2). The ltlwcncnant cabinets wm be approximately 216.66 s.f. total f(IT b(lth sides
(JO.833'x IO'x2). Total Sign B area is therefore approximately 691.49 s.f. for both sides,
NOTE: Total ground signage totals 1,15949 S.f. for both sides.
Wall Sillllaf!e
NOTE: Front c!cV<1tiuo "Lowes" sign is 348.44 s.t total
NOTE: Front elevation "Garden Center" sign is 81.56 s.f. total
NOTE: From elevation "~Indoor Lumber Yard" ~ign is 80 s.f. total
NOTE: Total front eleVl:ltion sign area is approximately 510 sJ. total
"UTHIS RF:VIEW IS FOR ZONING PURPOSES ONLY. CONTACr INSPECTION SF-RVICES (920-23G.SOSO)
PRIOR TO PERMIT ISSUANCE TO VERI.'Y IF MORE INFORMATION IS REQUIRED*'*
H*REVlEW FEE NOT COl.L~CTlm TO ()A n:. APPLICANT MUST REMIT PRIOR '1'0 BUn,DING
PIiRMIT BEING ISSUED".
Review Fee: $25.00
00 Appruved
o Approved w/Conditions
o Denied
o Hold
Reviewed by: Todd MtI.~!:!:!'<C.L_~_
Review Date: 07/3 V07
Please contact the Zoning Administrator at 920.236.5057 ~ryou have anyquesrions.
BE'VlEW A'lJTI101U1Y
AS 1.'-';:' ~~1t(U' :il)-:; lSI11uJ\,;'Umt$f1,( Qf(bt' City Z:(m~ OrdinMcc. the D~m;tor ofCt)l11lllunity Ot!:\le1ormt:f1t~ or duigl1C't. lYlllM "!'!'J(OvC Itll pl&tlb~ C:<t,:\;Vlltlo,J tulluwing: 0) Ah4!'utio,u; or inr~!(lf
wort: wncn the \:I"'C ill: '(lonforminp; fme '\"t'ilCtt ~1\ll;.lIall?~ ill ua:~ ill lJliJptl:rut.!. (2) twnt(t}ll.ttt;(" jlifnD, ~.t(.. .sWiJ!$. windows. e:c., when tbt un. i~ (onfhrmj1\& end whtJl110 cMl'l~ ilJ pfupond
COPY: I'hmning:. Address file Englncerin~
CITY OF OSHKOSH - DEPT. OF COMMUNITY DEVELOPMENT
SITE PLAN REVIEW - ZONING
Location of Property: 1075 N. Washburn St. (Lowe's) Date: 07/31/07
Applicant Name: Kathy Remick. Alpha Neonx Sign & Lighting Phone: 414-431-6688 Fax: 414-431-4949
Applicant Address: 11607 W. Dearbourn Avenue City: Wauwatosa State: WI Zip: 53226
Owner: Shoreland Development Corp. Zoning: C-2 PD
Type of Construction: 2 ground signs and 3 wall signs for Lowe's
Compliance Checklist
Use
Lot Width
Lot Depth
Lot Area
Floodplain
Airport
Height
Front Setback
Corner-Side Setback
Int. 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
Ground Sifmage
NOTE: No portion of any ground sign will intrude in the 25' front yard setback area.
NOTE: Pylon Sign A will be 30' in overall height. The Lowe's sign area will be approximately 306 s.f. total
for both sides (ITx 9' x2). The lower tenant cabinets will be approximately 162 s.f. total for both sides
(9'x9'x2). Total Sign A area is therefore approximately 468 s.f. total for both sides.
NOTE: Pylon Sign B will be 60' in overall height. The Lowe's sign area will be approximately 474.83 s.f. total
for both sides (21.583'xll 'x2). The lower tenant cabinets will be approximately 216.66 s.f. total for both sides
(l0.833'xlO'x2). Total Sign B area is therefore approximately 691.49 s.f. for both sides.
NOTE: Total ground signage totals 1,159.49 s.f. for both sides.
Wall Signage
NOTE: Front elevation "Lowes" sign is 348.44 s.f. total
NOTE: Front elevation "Garden Center" sign is 81.56 s.f. total
NOTE: Front elevation "Indoor Lumber Yard" sign is 80 s.f. total
NOTE: Total front elevation sign area is approximately 510 s.f. total
***THIS REVIEW IS FOR ZONING PURPOSES ONLY. CONTACT INSPECTION SERVICES (920-236-5050)
PRIOR TO PERMIT ISSUANCE TO VERIFY IF MORE INFORMATION IS REQUlRED***
***REVIEW FEE NOT COLLECTED TO DATE. APPLICANT MUST REMIT PRIOR TO BUILDING
PERMIT BEING ISSUED***
Review Fee: $25.00
[Xl Approved
o Approved w/Conditions
o Denied
o Hold
Reviewed by: Todd Muehrer
Review Date: 07/31/07
Please contact the Zoning Administrator at 920.236.5057 if you have any questions.
REVIEW AUTIIORITY
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.
COPY: Planning :~qr~~~ .File ~Ellgineering
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GENERAL NOlES:
1. All design. fabrication.. tnstallotfon and construction
shall conform to the following speclflcatlons. unless
specifically noted otherwise on the drawing:
· The 2003 International euHdfng Code
. Amwlcan Concrete Institute Bu.dlng Code
Requirements for Reinforced Concrete (318-02).
. American. Institute of Steel Construction. Inc
Manual of Steel Construction (9th Edition).
. Amwlcan Welding Society ANSI/AVIS 01.1-2002
Structural Welding Code - Steel
2. All steel components shall be as listed below.
unless noted otherwiae:
. All. rolled shopes. plates and ben shall be
AS'N A36. or equal.
. All. pipe shall meet therequirwnents of AS'N
AM. Type S or Eo Grade B. or shall meet the
requirements of AS'N A252. Grade 2 or better.
with a minimum yield str... and wall thlckn...
that meets or exceeds the minimum values
specffled for that pipe on this drawing (AS'N
A252 thlcknesa tolerances are not allowed).
. All structural tubing shall be ASTM ASOO.
Grade B. or equal.
. All bolted connections t1hall be made with AS'N
A325 Bolts and shall be installed as per
AlSO Specifications
. All exposed materials sh~. I ~roperty protected
from weathering and/or . on.
3. All field welds ahall be made by a welder certlfled
In the speclfled position.
. All welds shall be made with E70XX electrode.
or equal.
. All welds shall be made In a sequence that wHI
balance the applied heat of welding whHe the
welding progreesea.
4. All concrete. shall have a . minimum compressive
strength at 28 days of 3000 psi.
. Slgnaoe may be Instolled on the structure after
a mlnlmum curing time of 3 days. provided the
CUring process has been proper1y malntenanced
In accordance with ACI 31 S-:02.
5. No steel reinforcement Is ~Ired In cube or
auger st~e footings where the support column
Is embedded dlreclly to the bottom of the footing.
6. The 8tructure has been designed to withstand a
90 mph (3-aec gust) design wind speed with a
maximum desfgn eressure of 17.7 pst according
to ASCE 1-02. (Exposure C)
. This deafgn Is not valid for.. area8 with apecI. aI wind
requirements in excess of those listed above.
· If the proposed structure Is located in the
proximIty of a bluff.. the top or base of a
8teep hll. or any other geographlcal feature
that. may affect the wind flow -around the sign.
the lnatOller shall contact Cornerstone for
potentlaf redesign or re-evaluatlon.
7. The foundation has been desfgn. ed 088Umfng
the following average soli conditions:
· Allowable Lateral Bearing Pressure of 200 pst/ft
(This value is used for cube and auger footings.)
The sol allowable Is multiplied by two for Isolated
footing as per IBC 1804.3.1.
. 200. psf/ft corresponds to a medium dense
sand. or equal.
. If soil conditions other than those assumed are
encountered (lncludtng8OftsoUS. unstable or
collapsing soffs. expansive SOU8. organic materials.
groundwater, adjacent ut.itl.... or .ony other
condition of potential concern) cease excavation
Immediately and contact Cornerstone 80 that the
foundation de8ign can be re-evaluated.
. If the structure is to be located In the proximity
of a building or any other structure, Cornerstone
thall be contacted Prior to installation to. evaluate
any potential Impact on the adjacent footings.
. If the structure is located on. the side. or top
of a slope In exceaa of 3: 1. the Installer shall
contact Corn...tone for re-evaluatlon. The
foundation shall.. not be placed In or near a
fill slope without Cornerstones approval.
. AJlconcrete shall be placed in direct contact with
undisturbed soU. There shall be no backfilled
soli placed in or around the foundation without
written approval from Cornerstone.
S. Corn...tone Is In no way reapone1blefor. the safety
ot the work 8lte during installation. The Installer shall
take appropriate measures to make sure that the
installation of the foundation and the erection of the
structure Is performed using methods In compliance
with applicable OSHA regulations.
9. If exl8tlng and proposed conditions ore not
as deta'ed In this - design drawing the Inataller
shafl cease work and notify Corn...tone immediately.
. Cornerstone wHl not be performing on-alte
inspections or wrfflcatlon of conditions. It 18
the responslbHity of the Installer. the structure
owner. and the property owner to identify the
on-alte .condltJons and to. contact Corn...ton~ with
any discrepancies or Concern8. It Is the owner s
responalbHity to locate and mark atl underground
utultl...
10. Any deviation from theaeplans or non-compliance
wIth the general notes without written appro'<<ll from
Cornerstone wHI render the entre design to be void.
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GUSSET PLATES (4)
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JAMES E. WRIGHT, JR.
5t -0"
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FOOTING (2)
SQUARE
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or
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NOTICE:
CORNERSTONE ENGINEERING, INC. IS
RESPONSIBLE FOR COLUMN AND FOOTING
DESIGN ONLY. SIGN CABINET COMPONENTS
AND ATTACHMENT ARE THE RESPONSI81UTY
OF THE SIGN MANUFACTURER.
-<I
<t SIGN FACE
12' -6"
ct TO ct
,..CONCRETE
FOOTING (2)
N WI P.E. # 33193-006
GENERAl NOTES:
1. All. dMIgn. ,fobricatJon. lnetallatJon and conetructlon
shall conform. to the following IpeClftcatlon.. unless
spectflcally noted oth<<wiae on the drawing:
· Th.2003 International auldlng Code
. Amwlcan Concrete Inetltut. auldlng Code
Requlrwnent. for Reinforced Concret. (318-02).
. American In.tltut. of Steel Construction. Inc
Manual of steel Con.tructlon (9th Edition).
. American Welding Soc1.ty AN9/AWS 01.1-2002
structural Welding Code - Steel
2. All steel component. shall be as lIeted below.
unless noted otherwise:
. All rolled shapes, plat.. and bars ehall be
ASTM A36, or equal.
. AlIP1pe.. ahall meetth. requ1nment. of AS1M
,\53, T)'p8 .S or E,. GradeS, or shall meet the
requ""-'nent. of ASTM A252, Grade 2 or b.tt...
with a minimum )'Ield atren and wall thickness
that meets or exceeds the minimum \Uu_
apeclfIed for that pip. on thl. drawing (ASTM
A252thlckness toJ.-ancea or. not allowed).
· All structural tubing shall be ASTM A500,
Grade S, or equal.
. All bolted connectlona thall be made with ASTM
A325 Bolts and shall b. Inetalled a. per
AlSC Specification.
. All ~ mat<<fa18 tIhaII be ~yprotected
from Weath<<1ng and/or COI'TOCIfon:
3. All field welds shall be made by a welder certified
In the specified position.
. All welds shall be mad. with E70XX electrode,
or equal.
· All welds. shall be made. In a sequence that wll
balance the applied heat of w..dlng whl. the
welding progresses.
4. All concrete Ihall haw a minimum compreeefw
strwtgth at 28 da)W of 3000 psi.
. Slgnage may be Installed on the structure aft..
a mlnlmurn curing tIm. of 3 dQ~ ~vkted the
curing ~ has been. property malntenanced
In accordance with Act 31 S-:02.
5. No at... relntorc.'nentls r~1recI1n cub. or
aug.- able footing, wh... the ~ column
Is embedded dlreclly to the bottom of the footing.
8.The atructure bas .heM .desfgned to withstand a
90 mph (3-aec gust) design .md Ipeed with a
maxlrmJm. dealgnP.f8UUre of 20.4 pet according
to ASCE 1-02. lExposure C)
this deelgn II. not valid for areas. with special wind
requirements In exceea of thOle nsted abow.
If the propc>aed structure Ie located In the
proximity of a. bluff, the top or base of a
ateep hll. or any oth.. 080QrCII)h1cal feature
that may affectth. wind flow-around the afgn,
the frurtilll... shall contact eorn.-eton. for
potential redesign or re-.wtuatlon.
1. 'The foundation hoe been deIkJned oaumtng
the following awrage d conditione:
. AlIOWGbIelateralBearlng PrMeure of 200 pet/ft
(this value fs used for cube and auger foOtings.)
The -eoIalfowable. ta muftfpQed by two for taoIcted
footing as per IBC 1804.3.1.
. 200 pat/ft correeponde to a medium dens.
*lnd, or equal.
. If 8011 condition. oth.. than those aaumed are
encount..ed (including 10ft eon.. unetabl. or
collapsing sof.. . expanefw d.. organic materials.
grotI. ndwa. t..... adjacent utlltl.... or any oth..
condition of potential concern) cease excawtlon
immediately CI1d contact Cornerston. 10 that the
foundation deefgn can be re-ewfuated.
· If the structure II to be located In the proximity
of a building or CI1y oth.. structure, CorTtwstone
shall be contacted -prior to Inetalfatlon to evaluat.
any potential Impoct on the adjacent footings.
. If the etructure Ie located on the lIde or top
of a elope In exceea of 3: 1, the Inetalf.. . ahall
contact Comwston. for re-ewtuatlon. Th.
founctotton "lhall . not be placed In or near a
ftfl slop. without eorn...tone's approved.
· A1tconcret. It...... b. placed In dtrect contact with
undleturbed d. Th... sholl be' no badcflled
soli placed In or around the foundotlon without
written approval from Cornerston..
8. ~:-:,=~: ~~~~~~ ..:t~:"~all
take QI)I)f"OI)f'tat. measures to make sure that the
Installcitlon' of the foundation and the erection of the
:=~ "';''1:1~ -In compliance
9. If exJettng and .~ condition. are not
as detated In thle' dealgndrawing the Inetall..
.1IhcIII ..oeaee .weft G'tdftOtffy '~Me""""chtely.
· CornrIton... wUlnot be P~~c1u:;Sft.
Inapectlona or '* fflca60h of. . ... It ftt
the reeponslbRfty of the Install.., the structure
~, ..GAd the .prqMrty.owner t(>>. Wenttfy the
on-efte condltfon. CI1d to contact Comenton-e with
any c:lfacreDanclea or CCftC8l"l'lL It Is. the owner a
responslblfty to locat. CI1d mark all underoround
utHItI...
10. :I'll ~~t:'-:l=s ~tt-==CI1~
eorn....ton. wHl render the entire deefgn to be void.
N01ICE:
CORNERSTONE ENGINEERING, INC. IS
RESPONSIBLE fOR COlUMN AND FOOllNG
. DESIGN ONLY. SIGN CABINET COMPONENTS
AND ATTACHMENT ARE THE RESPONStBIUTY
Of THE SIGN MANUFACTURER.
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CONCRETE
"E"Oll"'OADONPLAN .VlE:W FOOTING
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SPLICE NOTE:
GAPS LARGER THAN 1/8" BETWEEN RINGS
AND LO'NER PIPE ARE UNACCEPTABLE.
FIELD MODI F1 CA nONS ARE PROH1BlTED
WITHOUT CORNERSTONE'S APPROVAL.
SEE NOTE 3.
PIPE OR TS
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\. 6'-0' .1 I. 6'-0. .1 FOOliNG
SQUARE SQUARE
OPll0NAl~IIRr:FOOnNG
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;PEcnuN SERVICES DIVISION
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JAMES E. WRIGHT, JR.
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WI P .E. # 33193-006