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f R~LM Consulting Services 3896 Beverly NE, Suite 22 · Salem o OR o 9730.5 Tel: (503) 362-0920 Fax: (503) 362-2283 CONDITIONS REQUIRED: THIS PLAN REVIEW was completed by PLANS EXAMINER: ACTIVITY NO. 97-06960 ~J~O~ULTING SERVICES RLM NO. 97-0307 CONDITIONS REQUIRED: 1..BIDC0035 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 in. within the first 10 ff. Where lot lines, walls or other physical barriers prohibit 6" of fall within 10 feet, drains or other approved means shall be provided to ensure positive drainage. [Sec, 401,3] 2. CONCRETE SPECIFICATIONS. Basement walls and foundations not exposed to the weather, basement slabs and interior slabs on grade, except garage floor and steps exposed to the weather shall have a minimum compressive strength of 2500 psi. Basement wails, foundation walls, exterior wails, and other vertical concrete work exposed to the weather, porches, carport slabs, and steps exposed to the weather, and garage floor slabs shall have a minimum specified compressive strength of 3000. Concrete shall be air entrained. Total air content (percent by volume of concrete) shall not be less than 5 percent or more than 7 percent. [Sec. 402.2, Table 402.2] 3. REMOVAL OF DEBRIS. The under floor grade shall be cleaned of all vegetation and organic materials and construction debris. [Sec. 409.3] 4. MASONRY TIES. Masonry veneer shall be attached to the supporting wall with corrosion- resistant metal ties. Veneer ties, if strand wire, shall not be less in thickness than No. 9 U.S. gauge wire and shall have a hook embedded in the mortar joint, or if sheet metal, not Jess than Ne. 22 U. S. gauge by 7/8-inch corrugated. Each tie shall be spaced not more than 24 inches on canter horizontally and shall support not more than 2 square feet of wall area. [Sac. 703.7.2, 703.7.2.1] 5. BP,ABP,PF. This structure uses a combination of Brace Wall Panels, (BP) Alternate Braced Wall Panels, (ABP) and a Portal Frame to meet the code requirements for lateral wall bracing. Insure that all BP's and ABP's and Portal Frames are located as indicated on the plans and constructed as shown. 6. OPENINGS BETWEEN the garage and residence shall be equipped with either solid wood doors not less than 1 3/6 inches in thickness or 20-minute fire rated doors. [Sec. 309.1]