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BUILD - 1482898
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BUILD - 1482898
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Last modified
2/4/2013 2:22:42 PM
Creation date
9/2/2004 1:03:46 PM
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Permits
Permit Address
9714 MILL CREEK RD SE
Permit City
Aumsville
Permit Number
555-97-07142
Parcel Number
081W30C 02500
Permit Type
BUILD
Permit Doc Type
Permit Document
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onsulting Services <br />3896 Beverly NE, Suite 22 o Salem o OR o 97305 <br /> <br />Tel: (503) 3620920 <br /> <br />Fax: (503) 362-2283 <br /> <br />THIS PLAN REVIEW was completed by RLM CONSULTING SERVICES <br /> <br />PLANS EXAMINER: <br /> <br />on <br /> <br />/19 <br /> <br />ACTIVITY NO. 97-07142 <br /> <br />RLM NO. 97-0319 <br /> <br />CONDITIONS REQUIRED: <br /> <br />1..BIDC0035 LOT DRAINAGE. Lots shall be provided with adequate drainage and shall be <br />graded so as to drain surface water away from foundation walls. The grade away from <br />foundation walls shall fall a minimum of 6 in. within the first 10 ft. Where lot lines, walls or other <br />physical barriers prohibit 6" of fall within 10 feet, drains or other approved means shall be <br />provided to ensure positive drainage. [Sec. 401.3] <br /> <br />2. CONCRETE SPECIFICATIONS. Basement walls and foundations not exposed to the <br />weather, basement slabs and interior slabs on grade, except garage floor and steps exposed to <br />the weather shall have a minimum compressive strength of 2500 psi. Basement walls, foundation <br />walls, exterior walls, and other vertical concrete work exposed to the weather, porches, carport <br />slabs, and steps exposed to the weather, and garage floor,slabs shall have a minimum specified <br />compressive strength of 3000. Concrete shall be air entrained. Total air content (percent by <br />volume of concrete) shall not be less than 5 percent or more than 7 percent. [Sec. 402.2, Table <br />402.2] <br /> <br />3. BEAMS. Provide a minimum of 3 inches of bearing for beams or girders that bear on <br />masonry or concrete. The ends of beams or girders that enter masonry or concrete or walls shall <br />be provided with a minimum one half inch of clearance on the top, sides and ends or shall be of <br />pressure treated materials. [Sec. 322.1,502.4] <br /> <br />4. ANCHOR BOLTS. Foundation plates shall be bolted to the foundation with a minimum 1/2 - <br />inch diameter by 10 inch anchor bolts embedded at least 7 inches into concrete or reinforced <br />masonry and spaced not more than 6 feet apart with a minimum of 2 bolts per piece with one bolt <br />within 12 inches of the end of each piece. [Fig. 403.1a] <br /> <br />5. GUSSETS. The connection of the post to the beams shall be gusseted. The bottom of the <br />post shall be restrained to prevent lateral displacement on ali colamne over ~feet in length. Ask <br />your k3spect~.-~ut apptovecl restraim~g ~net~ds. [Sec. 408.3] <br /> <br /> <br />
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