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HomeMy WebLinkAbout0154379 - Building (new 60 sf entryportal addition) (g) CITY OF OSHKOSH No 154379 OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 3660 JACKSON ST Owner BERGSTROM OLDS-CADI GMC TK-NISS INC Create Date 12/11/2012 Designer Steve Borsecnik Contractor JONES SIGN COMPANY INC Inspector John Zarate Category 222-Addition Offices, Banks, Professional Plan Type • Building 0 Sign O Canopy O Fence 0 Raze Zoning M-1 Class of Const: Size Unfinished/Basement Sq.Ft. Rooms Height Ft. ❑ Projection Finished/Living Sq.Ft. Bedrooms Stories Canopies Garage Sq.Ft. Baths Signs Foundation • Poured Concrete 0 Floating Slab 0 Pier O Other 0 Concrete Block 0 Post 0 Treated Wood Occupancy Permit Occupancy Fee $0.00 Flood Plain Height Permit Park Dedication #Dwelling Units 0 #Structures 0 Use/Nature Commercial--Construct new 60 sf entry portal addition to existing principal structure on west elevation for"Bergstrom Chrysler" "`*DPW of Work approval recd 12/12/12*"Zoning fee paid*** HVAC Contractor Plumbing Contractor Electric Contractor Fees: Valuation $18,000.00 Plan Approval $0.00 Permit Fee Paid $348.00 Park Dedication $0.00 Issued By: Date 02/07/2013 Final/O.P. 00/00/0000 ❑ Permit Voided Parcel Id# 1519605800 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. I have read and u//����e�rstand the for mentioe. information. Signature Ci'/�jJ�.-1, 44 ' 04� Date 1 13 �� ���� (/ 6 Agent/Owner Address 1711 SCHERING RD DE PERE WI 54115 - 9414 Telephone Number 920-983-6700 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. P O Box 1130 CA City of Oshkosh JAN 2 8 2013 IOW Oshkosh,WI 54903-1130 Phone:(920)236-5050 Fax:(920)236-5084 Building Permit Application -- www.ci.oshkosh.wi.us Project , . 3(,,S Q Address � ' : %'1 \i Clek S re }- Applicant Owner <Contractor) Tenant Other(describe) Owner/ Name?t,( 43- &rY \ C_.DJ j IA Phone CO6-a3L `-31 1 1 Tenant f Address 3 Iv , VV cisk.huy-n St. Email Contractor Company Name , _ &6 - ■ • u # _ Phone Qc)b• Lia S - 9 I LP ContactI\.\ILUI‘6 I*ad 0 mail N1VQCILI eiwACSS'no,.COI' Address Oil\ Sr I...0 L Y1.91,,c �e 2 irs W r_ (. 1 )5 State Credential#'s , , I I I .33 CI e Dwelling Contractor Qualifier# Dwelling Contractor# Building Contractor Registration# Achitect/ Company Name Phone Designer Contact Email Address Permit Type Residential Single Family Residential Duplex (—Commercials Multifamily Industrial Catagory New) Addition Alteration f Project 1-D�-C�-�LOck CND CA VY1.LL1 �J 1 e l,t_c_11 SlirlS Description CLO6, ) `trf_es� G, AA In SiyS Mechanical Separate permits will be obtained for the following: Permits Electrical byfett-th 1eC.All lo d'311erht thing by Heating by Value of Job $ 1 tn (Value for materials&labor is req.to ensure consistency in accessing permit fees for all applicants.) Payment by: Check # Cash Permit Fee Account 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. I Name: Mi e_bae �-&C J -.p( J eS Lt( //'1 (P -ase print) Date: 1 ' c9- -13 ISignature: I << A, ' Ar _ - / S L DO NOT WRITE BELOW THIS LINE—Office Use Only Application received by: Zoning Approval&Review Required: Yes No Engineering Approval &Review Required: Yes No Zoning: Approved Approved with Conditions Denied Zoning Reviewed by: Date: Conditions of Approval: Engineering: Approved Approved with Conditions Denied Engineering Approved by: Date: Conditions of Approval: JAN 212013 January 24, 2013 City of Oshkosh Planning Services Division 215 Church Avenue Oshkosh WI 54903-1130 RE: Sign Permits for Bergstrom @ 3360 Jackson Street Dear Planning Services: Enclosed please find the completed sign permit application for the above referenced business address. In the permit package you will find the following to be submitted to the city for permitting: 1. Two (2) sets of site plans. 2. Two (2) sets of elevations showing sign placement. 3. Two (2) sets of construction drawings for the wall signs. 4. Two (2) sets of drawings for the pylons. 5. A completed sign application. Upon completion of the permit package, please contact via phone or email with the permit fees that I may issue the city a check for payment. If you have questions, please feel free to reach me by email or telephone regarding this at 800-536-7446, extension 1016 or nhackl(aQjonessign.com. Thank you for your assistance! Sincerely, /CV //ict JONES SIGN COM INC. Nicolle Hackl Permit Assistant nhackl@jonessign.com enclosure ZONING/LAND USE COMPLIANCE CHECKLIST OSHKOSH ON THE WATER Name BERGSTROM OLDS-CADI GMC TK-NIS; Address 3650 JACKSON ST Create Date 2/1/2013 Construction Data New New Construction 0 Addition 0 Alteration Type of Construction (i.e.fence, pool, parking lot,sign,etc. 2 ground signs;7 wall signs for"Jeep,Chrysler" Compliance Checklist Deficient Comments HI Use HI Lot Width Li Lot Area Li Lot Area Per Family Li Flood Plain rem n I n ✓ Front Yard 25'minimum Li Front Yard Side Street I)al Li Rear Yard 1' Li Side Yard 6 Li Building Area Li Parking Standards U Off-Street Loading Standards Li Vision Clearance U Transitional Yard Standards Li Landscape Standards ✓f Height 30'&15'proposed _f Conditions of Approval Li Compliance with P.C.or BZA Conditions of Approv9 U Signage Standards Cumulative wall signs do not exceed 30%per plans. L] Drainage Plan-Storm Drainage-City Easements 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 0 Denied Plan Commission Action Required I Variance(s)Required Reviewed By Todd Muehrer Date 02/01/2013 Page 1 of 2 Muehrer, Todd M. From: Nicolle Hack! [nhackl @jonessign.com] Sent: Thursday, January 31, 2013 8:44 AM To: Muehrer, Todd M. Subject: RE: 36 c Jackson Street Attachments: Express Lube (2).pdf; UL numbers for the additional wall sign.pdf Good morning,Todd, I am including the UL numbers here for you to forward to Building Services.Additionally, they have added another wall sign that will be added to the permit package.The sign will be on the building facade to the right of the Service Sign. I have attached the drawing for you.. am still waiting on e u 13-17ITT a you re quested and wi forward it to you when we have it. I will a so •- • : - -:•- - - ' for the new footing yet this week and will get that to you as well. Our file number is E-218059 SWS-Large (Service Wall Sign) HL 272388 MP46 (Mopar Sign) HL 272389 Chrysler& Wing HN 503568-11N 503578 Dodge HN 503550-1IN 503555 Jeep HN 503556-11N 503561 Ram and Logo HN 503562—HN 503567 Bergstrom HN 503579—F1N 503589 Please let me know if you have questions or need anything further. Thanks! Nicolle From: Muehrer,Todd M. [mai lto:tmuehrer(aci.oshkosh.wi.us] Sent: Wednesday, January 30, 2013 10:19 AM To: Nicolle Hackl Subject: 3600 Jackson Street Hello Nicolle. 1/31/2013 Page 2 of 2 I'm reviewing the six walls signs and two ground signs you're proposing at the above. I see no zoning issues with the wall signs but the site plan you provided is too small scale and I can't determine if the 25' front yard setback is being complied with. Please provide a scaled site plan that clearly shows no portion of the sign will extend into the setback from the property line. Thanks. 1/31/2013 a 11 r r 0 gi 3 II az a s -1 aq m ° r v it f :P r _$ 0 m y ' dC=vd C C>_ ttl ; r .0 »-wen 3.Cc5c 3'v 30 2 t3 3s'.' d cm�an ST a ;. ha'x °'n 'n g 1; z 3REEi » 7a7 e IV iii ''0'0� 3 d 'n { piii oO—S10 2 A 15 �I °'3�n oyc m C '', Eo �3�d3 A°cd � z I 's N _m z.ID d m E z wW md3H - E.% m 3 o Q, E%. 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D ui Z3 —14— 7 1 Il - -;.- z -.o 0 4 � �� o m `=_a i IN 3 gs L•1�y� �£� °g G M J , q o El ci P6 s igi z Il ey g E °fij 3g 2, II 8 °i C '3 Q 3 5 R z o N in F� t- ,G :o Z '7 N a W N - � d x C n z ]' o L o ^+ ,n w 3 .D F p m s o L 4 ELECTRIC • LISTED SIGN No. HL 120623 13 ELECTRIC LISTED SIGN No. HL 120624 I--8'-0" CONCRETE WIDTH-1 32 I 9y2" g" $y2• } I I - - I I REBAR MATS TOP & BOTTOM 3"~ 3" IIIIii (6)/4 x 9'-0• LG. (TOTAL 12) i I i (8)/4 x 7'-0" LG. (TOTAL 16) 4 i 1 i 1 1 0 VD 0/ 0 , W I I I 1 I ce ELECTRICAL --- ----r---,----r---7 o CONDUIT L ; ; o I e o o U 1 = I I I I I I N e) l I I O _ - �- .r 26" 32" -, i ; o o o,o I 1 G iiiiii I b I I I I I 02" (8)FOR 01-3/4" iii i i i ASTM F-1554 Gr. 36 STEEL / \ , ij j I 1 I I O 0 0 PLAN VIEW QTY. CONCRETE: 13.3 CU. YDS. I I- 12'-93" 10'-53/"SIGN I I ' I is 0{I ERVYM 0_0=OS I I EXISTING BASE PLATE DETAIL 1 3/4" ASTM A-36 STEEL I I�Un� I = +" THREAD 1 I c_i_jagp . 1 54" Lirl A7 • 1 r, EXISTING SIGN a "—STRUCTURE .2.0 G b rn 3" } 2'-4" CLADDING--- -� THREAD) FOUNDATION DESIGN NOTES; ANCHOR BOLT DETAIL 1. Concrete shall have a minimum compressive 01 3/4" ASTM 1-1554 Gr. 36 STEEL strength of 3000 PSI at 28 days. a 2. Reinforcing steel shall be ASTM A-615 Cr. 60. ' 3. Spread footing designed using soil bearing forces 405CON$�ti of 2000 PSF Static, 2660 PSF Dynamic, and 250 PSF per foot Lateral. If these soil conditions do not exist, it is the Erector's responsibility to have a new base r JAMES designed for the existing soil conditions by a Licensed : E3 Structural Engineer. I9 wo1.EAK t 4. Anchor bolts shall be ASTM 1-1554 Gr. 36 steel. 90 L 4tir DESIGN WIND LOAD; ��i Based on the Wisconsin Commercial Building Code (2009 IBC) using Exposure C and 90 mph winds ELECTRICAL ..2S.-- 1-31-13 DISCONNECT REBAR MATS TOP & BOTTOM SITE: (6) /4 x 9'-0" LG. (TOTAL 12) Bergstrom Chrysler Dodge Jeep Ram ELECTRICAL— (8) /4 x 7'-0" LG. (TOTAL 16) CONDUIT Jackson Street 4111,\ GRADE Oshkosh, Wisconsin • A 31 Jan 13 RELEASED FOR PROM J.ROGAN -P °.hr.--F--�r aco oat DESCRIPTION /MOVED L7. t �° o% PER Robert—James & Associates, Inc. .o o LOCAL CODE 4; ti • 12255 West 187th Street, Mokena Illinois 60448-9737 phone:708-479-8385 fox: 708-479-8395 email: rja370comcast.net 1 • • _.i__�..____ - 1 D1L`35'-0" OAH CLADDED SINGLE POLE FOR 6" MLEAR] 1 Tye. B'-0" WIDTH CONCRETE--.-1 15'-1 1/2" x 10'-5 3/4" ID SIGN—RELOCATE ORAWx FT y G11µDM'31 Jan 13 srxE DRAWING NUMBER SHEET REV. 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