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Home My WebLink AboutBuilding T7-54-0606 , ,', ~ OJHKOJH City of Oshkosh Divis' on of Inspection Services 215 Church Avenue PO Box 1130 Oshkosh WI 54903-1130 www.ci.oshkosh.wi.us ON THE WATER March 28, 2007 Jeff Reep efj Consulting Engineers LLC 641 Baeten Rd Green Bay WI 54304 Gavin Dorsch M.P.B Builders Inc 654 E Oshkosh Street Ripon, WI 54971 Arthur Warren Condon Oil Co. Ripon, WI 54971 Site: Plan Number: T7-54-0606 Eastside Superette 811 Merritt Ave Oshkosh WI 54901 For: Description: Facade alterations Object Type: Building only Class of Construction: VB - Unsprinklered Occupancy: M: Mercantile / Retail B: Business The submittal described above has been reviewed for conformance with applicable Wisconsin Adrninistr tive Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined 'n Chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements Key Hem(s) / Conditions: . 1604.4 Analysis. Any system or method of construction to be used shall be based on a r tional analysis in accordance with well-established principles of mechanics. Such analysis shall result in a system that provides a complete load path capable of transferring loads from their point of origin to he load-resisting elements. Due to the fact that the existing structural components are not visible with ut some demolition work --As per the fax received 3/26/07 from Jeff Reep it is agreed that add.tional calculations and details will be submitted showing the connections and load transfer or the mansards being constructed over the entrances on the West elevation of the building. This info mation will address the structural capacity of the existing wall to transfer both horizontal and ver icalloads that will result from the construction of the mansards. . Comm 61.30(3) This review does not include Truss components. Submit, prior to in tallation one set of properly signed and sealed truss plans, and completed SBD-118 application form. T. ISS plans, including layout and bracing requirements that have been reviewed by and si ned a d sealed b the desif!n orofessional for this oro;ect are required to be submitted for review prior to in tallation. . Comm 61.31(4) Revisions to approved plans. All proposed revisions and modificatio s which involve rules under this code and which are made to construction documents that have previousl been granted approval by the department or its authorized representative, shall be submitted to the of ce that granted the approval. All revisions and modifications to plans shall be approved in writing by the d partment or its authorized representative prior to the work involved in the revision or modification bein carried out. A revision or modification to a plan, drawing or specification shall be signed and sealed in accordance with Corom 61.31(1). PLm Reyiew :!.007\X2-; 894-01 07 81l M'~ITit A'it; Bldg Only.doc P ge lof2 ........ . Comm 61.50 (4) Supervision. Prior to the initial occupancy of an alteration the supe . sing professional shall file a compliance statement form SBD-9720 with this office. . ts are required to A copy of the approved plans, specifications, and this letter shall be on-site during construction. All pe be obtained prior to commencement of work. In granting this approval the City of Oshkosh Inspection Services Department reserves the right to requir additions should conditions arise making them necessary for code compliance. As per state stats 10 1.12( review shall relieve the designer of the responsibility for designing a safe building, structure, or compon changes or ), nothing in this t. Inquiries concerning this correspondence may be made to me at the number listed below or the address 0 this letterhead. R~. ' 2/~ Brian Noe Building Systems Consultant (920) 236-5051 Monday - Friday 7:30 A.M. to 8:30 A.M and 12:30 A.M to 1:30 P.M. bnoe@ci.oshkosh.wi.us cc: Property file Fee Required $ Fee Received $ Balance Due $ 320.00 320.00 0.00 FJnspectiuns\Pbn Review\Cnmmercia! Pbn Review 200f\X2-! S9.~"()! 07811 IvJerril I\ve. Illdg Only. doc Pa e2of2 :::Mar 2 ..",' .'''' :-.: .. 6 07 04:29p EFJ 920-884-3185 77 Consulting Engineers LLC ~,.- . --, 641 Baeten Rd. Green Bay, WI 54304 ~ 920884-3183 Fax: 920 884-3185 e E- mail ; o(Q),efi consultin2:.com Facsimile Transmittal Sheet To: Brian Noe From: Molly for Joanne/Jeff -F eep Company: City of Oshkosh Date: 03/26/07 t=ax Number: 920-236-5084 Total number of pages inclu d og cover: 3 Phone Number: Project Number: Re: Condon Oil o Urgent . 0 Please reply -)4. For your review o Please comment Per our discussion via telephone, Enclosed you will find the letter and detail. If you should have any ~uestions, please feel free to contact me at any time. Cc: Gavin Dorsch fax# 748-5283 S:cfj administrative foldcr\standard office fonns\EFJ fax transmittal p. 1 Mar 26 07 04:30F EFJ ": + efIJ efl Consulting Engineers LLC 641 Baeten Rd. Green Bay, WI 54304 920 884-3183 Fax: 920 884-3185 E-mail jo@efjconsulting.com Briim Noe . City of Oshkosh Inspections P.O. Box 1130 Oshkosh, WI 54903-1130 Re: Condon Oil Brian; 820-884-3185 F.2 Per our discussion last week, efJ has made the following changes the truss bearin details showing trusses bearing on the ledger board, and the detail showing proper orient tion of the H3 hurricane ties. As we have no drawing for the existing building and we have not been able open the structure, we will need to evaluate and design revisions to connections during the construction phase. We will submit any revisions necessary to your office for review as we uncover t em. If you have any questions please feel free to give me a calL P.E. ral Engineer/Partner ting Engineers LLC cc file Mar 26 07 04:30p EFJ 920-884-3185 p.3 PRE-FINISHED METAL RAKE TRIM OVER 2xB FASCIA BD. COVERED WI PRE-FINISHED METAL FASCIA TRIM "DUROC" S - SHEATING FINISH. RE-FI HED METAL STANDING SEAM ROOF PANELS 1/2" APA RATED PLYWOOD SHEATHING OVER FRAMES PRE-FINISHED METAL RAKE TRIM OVER 2x8 FASCIA BD. COVERED W/PRE-FINISHED METAL FASCIA TRIM PRE-FINISHED METAL TRIM OVER 7/16" I ass SHEATHING t= 1/2" APA RATED PLYWOOD SHEATHING OVER FRAMES . 29 GUAGE PRE-FINISHED . METAL SIDING PANELS OVER SHEATHING ANCHORED WI 10x1 SCREW FASTENERS EXISTING "DURO.LAST" ROOFING MEMBRANE TO U) LU n:: ~ i>ro ...... ...... '~DUROC" SUB- SHEATHING WI STUCCO FINISH 2x4 SPF FASCIA FRAMING @ 16" O.C. 2x4 SPF SOFFIT FRAMING @ 16" a.c. ALUMINUM SOFFIT VENTED 2'-7~' 3'.oi" 2x6 S NTlNUOUS . NAILER ANCHORED TO EXISTING WALL SYSTEM WI "H1LTI" HIT-A ROD WI HY20 ADHESIVE, 3/B" DIA. ANCHOR W/3-3/8" EMBEDMENT @32"a.c. '---