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BUILDING PERMIT DATE/TIME 04/22/99 08:16 TYPE Residential accessory struct OCCUPANCY S-3 CONST TYPE V-N UGB: SITE: FD PERMIT NO STATUS ISSUED TO EXPIRE RAGE 99-00018 ISSUED 04/22/1999 10/19/1999 2 PLAN REVIEW COMMENTS AND CONDITIONS REQUIRED SETBACKS: Front: 20 Left: 20 Right: 20 Rear: 20 Special: 1. CALL BEFORE YOU DIG .... IT'S THE LAW. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090, You may obtain copies of the rules by calling the center~ (Note: The telephone number for the Oregon Utility Notifica- tion Center is (503) 232-1987). 2, THIS PLAN REVIEW WAS COMPLETED BY DWALTERS on 4/21/99. 1996 CODE, 3, 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, 4. Approved for private non-commercial use only, 5. THIS WILL BE A PRIVATE GARAGE ON THE FIRST FLOOR WITH HOUSE- HOLD STORAGE WITH A 40# FLOOR ON THE SECOND, THERE WILL BE A COMPLETE SEPERATION BETWEEN THE FIRST AND SECOND FLOOR WITH 1/2" (MINIMUM) SHEETROCK AND A 20 MINUTE FIRE DOOR OR A SOLID 1 3/8" WOOD DOOR. (MINIMUM) THE ABOVE INFORMATION AS PER A PHONE CONVERSATION WITH LAROY GOSSEN 4:00 4/14/99, 6. THIS STRUCTURE USES FLOOR TRUSSES FROM ACTION TRUSS FOR THE LOFT FLOOR. THE ENGINEERING AND THE INSTALLATION INSTRUCTIO NS NEED TO BE AVAILABLE TO THE INSPECTOR AT THE TIME OF THE FRAMING INSPECTION. THE INSPECTION CANNOT BE COMPLETED WITH OUT THIS INFORMATION, 7. THE LATERAL DESIGN. THE BEAMS AND STUDS, AND THE DESIGN DF THE FOUNDATION ARE ALL ENGINEERED BY: MIKE SALITURO, P.E. # 8682 OR PERHAPS 6682. 8. LOT DRAINAGE, Lots shall be provided with adequate drainage and shall be graded so as to drain surface water aw~y 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. GROUNDING ELECTRODES. When concrete reinforcing bars are installed in concrete footings, the following requirements shall be met to provide for a grounding electrode system: 1. Uncoated No. 4 reinforcing bar installed not less 20 feet in length encased with a minimum of 2 inches of concrete. 2, An uncoated No. 4 reinforcing bar stubbed up at least 12 inches above the floor plate line and tightly attached to the reinforcing bar located in the footing. The spliced lap of the staubbed up bar to the footing shall be a minimum of 12 inches, (See Section 4108,1,2) [Sec. 402,4] 10. CUT SLOPES, Slopes for permanent fills and cut slopes for permanent excavations shall not be steeper than two units horizontal to one unit vertical. A steeper cut slope may be extablished only after presentation of a soil investigation report acceptable to the Building Official, [Sec. 401.5] 11, BUILDINGS / SLOPES. The placement of buildings and strucutres on or adjacent to slopes steeper than three units horizontal to one unit vertical shall be in accordance with the code, [Sec. 401,6] IF THE SITE IS STEEPER THAN 3 TO L, DO NOT START CONSTRUCTIO N UNTIUL YOU HAVE SUBMI~ED TO THIS OFFICE INFORMATION AS TO HOW STEEP THE BUILDING SITE ACTUALLY IS. THERE MAY BE OTHER CODE CONCERNS THAT NEED TO BE ADDRESSED, CALL WITH QUESTIONS, 12, DRAINS shall be provided around all concrete or masonry foundations enclosing habitable or usable spaces located below grade, Perforated pipe or other approved systems or materials shall be installed at or below the area to be