DWELL - 1531322 - Laserfiche WebLink

Home Browse Search

DATE/TIME TYPE OCCUPA}ICY CONST ~PE UGB: SITE: DWEELING PERMIT 12/16/98 15:47 PERMIT NO New Single Family Dwelling STATUS R-2 ISSUED V-N TO EXPIRE PAGE 90-10151 ISSUED 12/16/1998 06/14/1999 2 PLAN REVIEW COMMENTS AND CONDITIONS REQUIRED SETBACKS: Front: 20 Left: 8 Right: 52 Rear: 8 Special: RIGHT SB: 52.6 1, C~qLL BEFORE YOU DIG .... IT'S THE LAW. A~ENTION: 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 (502) 232-1987). 2, THIS PLAN REVIEW was completed by J TRUSSELL ON 12-16-98. This plan was reviewed under the 1996 Edition of the State of Oregon One and Two Family Dwelling Specialty Code. 2, Approval of submitted plans is not an approval ofomissions or oversights by this office or of noncompliance with any applicable regulations of local government. 4. 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] 5, 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 mere 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 cede. SUBMIT BEFORE CONSTRUCTION COMMENCES. 6. WATERPROOFING REQUIRED, Foundation walls enclosing habitable or storage space shall be waterproofed. [Sec. 406,2] 7, ENG. This structure uses an Engineered Design to meet the lateral wall bracing requirements of the code. Insure that all detailed construction requirements shown on the plans are followed, Engineer design by Tim Coovert. 8. TRUSS DESIGN. Roof trusses are required to be be designed by an Oregon registered Engineer or Architect. For trusses manufactured by an approved fabrication plant, have the design and layout drawings available at the construction site for the framing inspection. All jobsite cutting or modifications of the roof trusses shall be clearly shown in the engineer's design calculations and drawings, 9, THE GAP~kGE shall be separated from the dwelling and its attic area by means of 1/2 inch gypsum board applied to the garage side of the wall, Where the separation is a floor- ceiling assembly, the structure supporting the separation shall be protected by 1/2 inch gypsum board or equivalent, The door oetw~en the garage and residence shall be equipped with solid wood doors not less than i 2/8 inches in thick- ness or 20-minute fire-rated, or equivalent. [Sec. 209,1, 209.2] 10, EVERY SLEEPING ROOM shall have at least one openable window or exterior door approved for emergency egress or rescue. The window sill height shall not be mere than 44 inches above the floor. The minimum net clear opening is 5.7 square feet. The minimum net clear opening height shall be 22 inches. The minimum net clear opening width shall be 20 inches. Exception: Grade floor windows may have a minimum