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9023463
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Entry Properties
Last modified
11/20/2019 10:13:13 AM
Creation date
11/19/2019 4:45:06 PM
Metadata
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Template:
Permits
Permit Address
5921 BEAR LN SE
Permit City
TURNER
Permit Number
555-18-008194-STR
Parcel Number
092W04 01200
Permit Type
Structural
Extra Information
Site Plan
Permit Doc Type
Residential Plans
Status
Ready to Film
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�)�IEET INDEX <br />1. NOTES/ SITE PLAN <br />1 <br />f <br />s03 <br />a�� t <br />1 <br />i <br />GENERAL. NOTES <br />1. FRAMER TO VERIFY ALL DIMENSIONS, <br />DISCREPANCIES OF MORE THAN 2" + OR <br />- REQUIRE CONSULTATION WITH <br />DESIGNER. <br />2. ALL ROUGH AND FINISH FLOORS IN <br />NEWLY CONSTRUCTED SPACES TO BE <br />SET FLUSH WITH EXISTING FLOORS. <br />VERIFY EXISTING FLOOR HEIGHT FOR <br />FOUNDATION AND SECOND STORY AND <br />ADJUST WALL HEIGHT AND FLOOR <br />JOIST AS NEEDED, <br />3. REFER TO MANUFACTURE'S LITERATURE <br />FOR DETAILS AND SPECIFICATIONS FOR <br />PROPER USAGE AND INSTALLATION OF <br />"TRUSS JOIST," `SIMPSON," AND OTHER <br />PROPRIETARY ITEMS. <br />4. REFER TO "2017 OREGON RESIDENTIAL <br />SPECIALTY CODE" FOR PROPER NAILING <br />AND FASTENING OF ALL FRAMING <br />MEMBERS INCLUDING BRACE PANELS <br />AND ALTERNATIVE BRACE PANELS, <br />5. ALL MEASUREMENTS ARE FACE OF <br />STUD, UNLESS OTHERWISE NOTED. <br />330.00' <br />V , L _.. , <br />ALL <br />(`,',",--`J,p,ND1T10NS <br />�> u P . O . <br />VAL <br />PROPOSED PATIO <br />COVER 440 50. FT. <br />TIE RAIN DRAINS INTO <br />(E) RAIN DRAIN <br />SYSTEM <br />330.00' <br />BF - AP -=D <br />SITE PLAN <br />`jS-1g <br />MARION COUNTY <br />0g2W04 #01200 N I <br />FLAT LOT <br />c [cc r <br />` OCT 26 2018 i <br /><F� cRF IVIARION COU ITY <br />FK BUILDING INSPE ION <br />_\ <br />I <br />o <br />0 <br />0 <br />I <br />EL�EC. I I <br />METER <br />C, <br />\ I I <br />\ I EXISTING <br />\ I DRAIN FIELD <br />_, nO I I <br />L4,NE <br />I I I <br />i I I <br />L ----J <br />SCALE 1"=20'-O" <br />cn E <br />HU <br />N O <br />11-O <br />v ¢ O <br />W z a- 0 <br />J —z <br />LL_ <br />v~i � <br />0 0 <br />U <br />Ln <br />,w <br />z <br />z� <br />Wo N <br />�w <br />CD <br />Ln <br />Q <br />a <br />cc <br />2. WEST ELEVATION <br />3. SOUTH ELEVATION <br />4. EXISTING FLOOR PLAN <br />5. PROPOSED FLOOR PLAN <br />G. SECTION A -G <br />N <br />LU <br />7. ROOF- FRAMING <br />ATTACKED ENGINEERING <br />r—, &\--t <br />by the Care_ <br />ate.: C7r-,go7 i ,viecouir s yots to follow rjocs adopted <br />m utility Notitict+tion enter. Those relies are set fOfth <br />in OAR e)_ <br />:Opics o1 tl <br />-001.0010 through 952-001-00901. You may obtain <br />' rul's bii cAling this ue'fflcr. (Note: tile, idephone nurn, <br />der for tate <br />)re.gon Utility N(AHac.titton Center is (503) 232- iQt37) <br />1 <br />f <br />s03 <br />a�� t <br />1 <br />i <br />GENERAL. NOTES <br />1. FRAMER TO VERIFY ALL DIMENSIONS, <br />DISCREPANCIES OF MORE THAN 2" + OR <br />- REQUIRE CONSULTATION WITH <br />DESIGNER. <br />2. ALL ROUGH AND FINISH FLOORS IN <br />NEWLY CONSTRUCTED SPACES TO BE <br />SET FLUSH WITH EXISTING FLOORS. <br />VERIFY EXISTING FLOOR HEIGHT FOR <br />FOUNDATION AND SECOND STORY AND <br />ADJUST WALL HEIGHT AND FLOOR <br />JOIST AS NEEDED, <br />3. REFER TO MANUFACTURE'S LITERATURE <br />FOR DETAILS AND SPECIFICATIONS FOR <br />PROPER USAGE AND INSTALLATION OF <br />"TRUSS JOIST," `SIMPSON," AND OTHER <br />PROPRIETARY ITEMS. <br />4. REFER TO "2017 OREGON RESIDENTIAL <br />SPECIALTY CODE" FOR PROPER NAILING <br />AND FASTENING OF ALL FRAMING <br />MEMBERS INCLUDING BRACE PANELS <br />AND ALTERNATIVE BRACE PANELS, <br />5. ALL MEASUREMENTS ARE FACE OF <br />STUD, UNLESS OTHERWISE NOTED. <br />330.00' <br />V , L _.. , <br />ALL <br />(`,',",--`J,p,ND1T10NS <br />�> u P . O . <br />VAL <br />PROPOSED PATIO <br />COVER 440 50. FT. <br />TIE RAIN DRAINS INTO <br />(E) RAIN DRAIN <br />SYSTEM <br />330.00' <br />BF - AP -=D <br />SITE PLAN <br />`jS-1g <br />MARION COUNTY <br />0g2W04 #01200 N I <br />FLAT LOT <br />c [cc r <br />` OCT 26 2018 i <br /><F� cRF IVIARION COU ITY <br />FK BUILDING INSPE ION <br />_\ <br />I <br />o <br />0 <br />0 <br />I <br />EL�EC. I I <br />METER <br />C, <br />\ I I <br />\ I EXISTING <br />\ I DRAIN FIELD <br />_, nO I I <br />L4,NE <br />I I I <br />i I I <br />L ----J <br />SCALE 1"=20'-O" <br />cn E <br />HU <br />N O <br />11-O <br />v ¢ O <br />W z a- 0 <br />J —z <br />LL_ <br />v~i � <br />0 0 <br />U <br />Ln <br />,w <br />z <br />z� <br />Wo N <br />�w <br />CD <br />Ln <br />Q <br />a <br />cc <br />W <br />W <br />N <br />LU <br />N <br />ZN <br />Q <br />4� <br />J <br />m <br />O <br />low <br />m <br />w <br />T <br />z <br />0 <br />L <br />F- <br />1ATe 8-1-2018 <br />NAME BAKER <br />2018 <br />CLIENT: JOE <br />F. <br />DALES REMODELING <br />SHEET <br />OF 7 SHEETS <br />
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