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Home My WebLink About0119206 B ~ QfHKQfH ON 'HE WATER City of Oshkosh Division of Inspection Services 215 Church Avenue PO Box 1130 Oshkosh WI 54903-1130 www.cí.oshkosh.wí.us May31,2006 Pete LeCompte CRMeyer 895 W 20th Ave PO Box 2159 Oshkosh, WI 54903 Tom Smits CRMeyer 895 W 20th Ave PO Box 2159 Oshkosh, WI 54903 Site: CR Meyer Office Building 208 State St Oshkosh WI 54901 For: Description: Tenant space alterations Object Type: HV AC and revised buildinl! Class of Construction: IllB - 3840 Sq Ft.; Unsprinklered Occnpancy: B: Business I Office MaximwnNo of Occupants: 49 Plan Number: S4-31-0403-H The submittal described above has been reviewed for confonnance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in Chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code reqnirements Key Item(s) I Conditions: ANSI 303.4 Changes in level greater than Y. inch shall be ramped in compliance with Section 405 or 406. VerifY that entrance / exits meet accessibility requirements. - Disproportionality Worksheet submitted to indicate accessible entrance is lIotfeasible. -Be aware thatfederal lIoll-discrimillatùm regulations are more restrictive than Wisconsin building Code. The federal requirements do not accept a one-time review of accessibility. The requirements allow alternative service, but expect efforts to be made over time to remove all barriers. ANSI 404.2.4.1 Swinging doors shall have the maneuvering clearance complying with Table 404.2.4.1 This requires that 18 inches be provided parallel to the door on the pull side of the door - Provide details as to how this will be addressed at the doors leadingfrom the corridor. - Per letter dated 5/16/06, all new doors will comply with 18" clearance at the pull side of door. IBC 711.3 Any penetrations of fire rated assemblies are required to be protected with a listed firestopping system that matches the rating of the wall assembly being penetrated. Copies of the firestopping systems are required to be provided at the time ofinspection. iL\brirum\2006 Comm Pian Revic"tS4-31-o403.Jl208 State StIIVAC and Bldg Revision.do, Page i 00 712.1 Fire-Resistant Joint Systems General. Joints installed in or between fire-resistance- rated walls, floor or floor/ceiliug assemblies and roofs or roof/ceiling assemblies shall be protected by an approved fire- resistant joint system designed to resist the passage of fire for a time period not less than the required fire- resistance rating of the wall, floor or roof in or between which it is installed. Fire-resistant joint systems shall be tested in accordance with Section 712.3. Copies of the fire resistant joint systems are required to be provided at the time of inspection. -Sheet A-3 indicates a BW-S- 0010 firestop system being usedfor both floor and ceiling locations, t!tis system is not approved for use at the ceiling wall joint, an "HW" system is required at this location. IBC 714.2.3 Doors in corridors and smoke barriers. Fire doors required to have a ruinimum fire- protection ratiug of 20 ruinutes where located in corridor walls or smoke barrier walls having a fire- resistance rating in accordance with Table 714.2 shall be tested in accordance with NFP A 252 or UL JOC without the hose stream test. If a 20-minute fire door or fire door assembly contains glazing material, the glazing material in the door itself shall have a ruinimum fire-protection rating of 20 ruinutes and be exempt ÍÌ"om the hose stream test. Glazing material in any other part of the door assembly, iucludiug transom lites and sidelites, shall be tested in accordance with NFP A 257, including the hose stream test, in accordance with Section 714.3. Fire doors shall also meet the requirements for a smoke- and draft-control door assembly tested in accordance with UL 1784 with an artificial bottom seal installed across the full width of the bottom of the door assembly. The air leakage rate of the door assembly shall not exceed 3.0 cfm per square foot (0.01524 m3/slm2) of door openiug at 0.10 inch (24.9 Fa) of water for both the ambient temperature and elevated temperature tests. Louvers shall be prohibited. The 2 existing doors in the 2 hour wall which now forms a portion of the new corridor are required to comply with this section IBC 714.2.7 Fire doors shall be self closing or automatic closing. No door 1 hardware schedule has been provided -All hardware installed on rated doors is required to comply with NFP A 80 requirements for hardware on rated doors. Per letter dated 5/16106 fire doors will be provided with door closers . IBC 906.1 / IFC 906.3 The maximum travel distance allowed to a fire extinguisher is 75 feet. It would appear the mezzanine area will require an additional extinguisher. - Revised plans now show an additional extinguisher in tlte mezzanine area. IBC 1003.2.10 Exit signs are required to be installed per this section This includes the horizontal exits. Per letter dated 5116106 exit signs will be provided IBC 1003.2.11 Means of egress illuruination is required to be iustalled per this section. All paths of egress are required to have adequate emergency lighting to meet the performance requirements of IBC 1003.2.11.3. Existing means of egress emergency lighting is permitted to be maintained in compliance with the code in effect at the time of construction. Anv atiered oath of eeress. or new oath of eeress. and any new emergency lighting being installed is required to comply with current code requirements. Per letter dated 5116106 emergency lighting will be provided in compliance with code. IBC 1004.3.2 Corridors - Corridors shall comply with sections 1004.3.2.1 through 1004.3.2.5. VerifY that walls and doors forming the corridor have been constructed in accordance with these requirements. --SheetA-I03 indicates clg rating ofUL .503 it is unclear if this is meant to be UL L503, as not all details appear to match. In any case all construction is required to match system detail requirements. Additionally the transition between horizontal and vertical assemblies shall provide continuity of fire separation, and transfer allloatly properly. ¡¡,\briann\200Ó Comm Pi'n Jbiew',>4-3]-O403-H 208 State St]]VAC and mdg R.vi,ion.doc Page 2 00 IBC 1604.4 Analysis. Load effects on structural members and their connections shall be deterruined by methods of structural analysis that take into account equilibrium, general stability, geometric compatibility, and both short- and long-term material properties. Provide documentation that layers of drywall between structural member as shown on page 7 of structural calculations can properly support the loads imposed on it. - Documentation Oil this has been provided, and passed Oil to the field illspector for hi. file, to be placed Ùt property file UpOIl completion of project. IBC 3408.6 Alterations affecting an area containing a primary function. Where an alteration affects the accessibility to, or contains an area of primary function, the route to the primary function area shall be accessible. The accessible route to the primary function area shall include toilet facilities or drinking fountains serving the area of primary function. Provide details showing compliance, or submit disproportionality worksheet. -Disproportiollality WOl'ksheet has been submitted with this plall submittal. Comm 5.34 No person may perform structural welding unless the person holds a registration issued by Department of Commerce. Provide welders registration numbers for all people doing welding on this project. Per letter dated 5/16106 IlO field weldÙtg will take place - all welding to be done ill fabricators shop 403.2 Outdoor air required. The minimum ventilation rate of required outdoor air shall be detennined in accordance with Section 403.3. Plans illdicate that 750 cftn of outside air will be provided, and the entire system will be balanced. It is tmclear how the system will be balance, whether the exhaust previously installed in the print room will remain iTt place, or ltOW the required outside air will be delivered each space that requires it. This infol"1natioll should be proJ,ided in the balancing report. Comm 61.31(4) Revisions to approved plans. All proposed revisions and modifications which involve rules under this code and which are made to construction documents that have previously been granted approval by the department or its authorized representative, shall be subruitted to the office that granted the approval. All revisions and modifications to plans shall be approved in writing by the department or its authorized representative prior to the work involved in the revision or modification being carried out. A revision or modification to a plan, drawing or specification shall be signed and sealed in accordance with Comm6I.31(1). . Comm 61.50 (4) Supervision. Prior to the initial occupancy of an alteration the supervising professional shall file a compliance statement form SBD-9720 with this office. A copy of the approved plans, specifications, and this letter shall be on-site during construction. All pennits are reqnired to be obtained prior to commencement of work. In granting this approval the City of Oshkosh Inspection Services Department reserves the right to reqnire changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. InfiijUirieS concemin this correspondence may be made to me at the number listed below or the address on this letterhead. Respec ¡ rian oe Building Systems Consultant (920) 236-5051 Monday-Friday 7:30 AM. 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 $ $ $ 350.00 350.00 0.00 Page30f3