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Safety and Buildings 1 <br /> PO BOX 7162 <br /> commerce.WLgoV MADISON WI 53707-7162 <br /> Q �TDD#: (608)264-8777 <br /> isconsin www.commerce.wi.gov/sbl <br /> www.wisconsin.gov <br /> Department of Commerce <br /> Jim Doyle,Governor <br /> Jack L.Fischer,A.I.A.,Secretary <br /> September 12,2008 <br /> CUST ID No. 1004660 A7TN: Buildings&Structures Building Inspector <br /> KENTON GATES <br /> CLEARY BUILDING CORP BUILDING INSPECTION <br /> 190 PAOLI ST TOWN OF WINDSOR <br /> PO BOX 930220 4084 MUELLER RD <br /> VERONA WI 53593 DEFOREST WI 53532 <br /> (Please forward a copy of this letter to the fire <br /> department conducting inspections of this project.) <br /> CONDITIONAL APPROVAL Identification Numbers <br /> PLAN APPROVAL EXPIRES: 09/12/2010 Transaction ID No. 1586203 <br /> Site ID No. 742153 <br /> SITE: Please refer to both identification numbers, <br /> Paulson above, in all correspondence with the agency. <br /> °7 Z(5' <br /> *ilk Rd <br /> Town of Windsor <br /> Dane County <br /> FOR: <br /> Facility: 693530 PAULSON UNHEATED UNOCCUPIED VEHICLE STORAGE <br /> 7281 MILE RD <br /> Object Type:Building ICC Regulated Object ID No.: 1199363 Code Applies Date: 09/05/08 <br /> Alteration Level: 1; Major Occupancy: Storage; Type VB Combustible Unprotected class of construction; <br /> Addition-Alteration plan; 1,008 project sq ft; Unsprinklered; Occupancy: S-1 Storage Moderate-Hazard; <br /> Allowable area determined by:Unseparated Use <br /> The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes <br /> and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner,as defined in <br /> chapter 101.01(10),Wisconsin Statutes,is responsible for compliance with all code requirements. Only those object <br /> types listed above have been approved;other submittals such as plumbing and those listed below under Also Submit, <br /> may be required. <br /> The following conditions shall be met during construction or installation and prior to occupancy or use: <br /> Key Item(s) <br /> • IBC 1608.4 -Sloped roof snow load using the ground snow load Pg per IBC 1608.2, shall be calculated using <br /> Section 7.4 of ASCE 7,with the Exposure factor Ce per Section 7.3.1,Thermal factor Ct per Section 7.3.2, <br /> • snow load Importance factor I per Section 7.3.3 (based on occupancy category per IBC 1604.5),and shall be <br /> coca* adjusted by applicable unbalanced loads per Section 7.6,drift loads per Section 7.7 and 7.8,and sliding snow <br /> OVE D loads per Section 7.9. <br /> OF COMMERCE <br /> 1YAND BUILDINGS IBC 2305.3.7 -An anchoring device shall be provided where the dead load stabilizing moment per Chapter 16 <br /> allowable stress design load combination is not sufficient to prevent uplift due to overturning moments on the <br /> SPONDENCE wall. Anchoring devices shall maintain a continuous load path to the foundation. <br />