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DATE/TIME TYPE OCCUPANCY CONST TYPE UGB: SITE: BUILDING PERMIT 03/27/98 13:59 PERMIT NO Resident. addition/alteration STATUS R-3 ISSUED V-N TO EXPIRE PAGE 98-01718 ISSUED 03/27/1998 09/23/1998 2 PLAN REVIEW COMMENTS AND CONDITIONS REQUIRED SETBACKS: Front: Left: 20 Right: Rear: 20 Special: NO CLOSER THAN THE EXISTING 1. THIS PLAN REVIEW WAS COMPLETED BY DWALTERS ON 3/13/98. t996 CODE, 2. Approval of submitted plans is not an approval of omissions or oversights by this office or of noncompliance with any applicable regulations of local government. 3. SMOKE D~TECTORS / ALTERATIONS, When alterations, repairs or additions are made to an existing dwelling, the entire building shall be provided with smoke detectors located as required for new dwellings, The smoke detectors are not required to be interconnected unless other remodeling con- siderations require removal of the appropriate wall and ceiling coverings to facilitate interconnecting wiring. [Section 316.1,1] 4. SMOKE DETECTORS shall be installed in each sleeping room, outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each additional story of the dwelling including basements. All detectors shall be inter- connected such that the actuation of one alarm will actuate all the alarms in the individual unit and shall provide an alarm which will be audible in all sleeping areas. [Section 316.1] Smoke detectors shall be IlO volt with battery back-up. [Sec, 316.2] 5, ACCEPTABILITY, This plan review covers the addition to and/ or alteration of an existing structure, This review is not intended to prohibit the building inspector from requesting an evaluation of the acceptability of existing structural members that may appear to be unsafe. Existing construction not specifically detailed in the submitted plans and struc- tural calculations is beyond the scope of this review. 6. THE GABLE END TRUSS SHOWN ON THE PLANS IS NOT SELF SUPPORTIN G. SECURLY A~ACH A NEW LOAD BEARING TRUSS TIGHT UP AGAINST THE EXISTING GABLE TRUSS, 7. INSURE THAT THE TRUSS(ES) THAT HOLD UP THE PART OF THE EXIST ING ROOF SYSTEM AND/OR THE ADDITIONAL NEW ROOF SECTION IS (ARE) DESIGNED TO CARRY THAT LOAD. 8. LOT DRAINAGE, Lots shall be provided with adequate drainage and shall be graded so as to drain surface water away from foundation walls, The grade away from foundation walls shall fall a minimum of 6 inches within the first 10 feet. Where lot lines, walls or other physical barriers prohibit 6 inches of fall within 10 feet, drains or other approved means shall be provided to ensure positive drainage. [Sec. 401.3] 9. MAXIMUM FILL HEIGHT, The foundation/basement wall was re- viewed assuming a maximum 4 feet of unbalanced fill or less. If the actual height of fill is more than 4 feet. then an addendum to this plan review shall be made by the permit holder, by submitting to this office revised foundation/ basement wall plans that are an engineered design (with cal- culations) showing the true fill height or that meet the requirements of Table 404.1:1b in the code. SUBMIT BEFORE CONSTRUCTION COMMENCES, 10, VAPOR BARRIER, An approved vapor barrier with joints lapped not less than 12 inches shall be placed between the concrete floor slab and the base course or subgrade. Exception: The vapor barrier may be omitted from detached garages, utility buildings and other unheated accessory structures. [Sec. 505.2.3]