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0 <br />5' -6" <br />N <br />� N <br />1 <br />pz <br />w0 <br />(3 Lu <br />-� <br />m <br />I <br />53.2 <br />pz <br />w <br />0 <br />'aOw <br />JW <br />m <br />4 <br />n <br />COLUMN, BEAM It LEDGER SCHEDULE <br />TAG <br />SECTION <br />GRADE <br />OTHER REQUIREMENTS <br />CI <br />5Y2 x 5Y2 <br />24F -V4 <br />TREATED WITH HI -CLEAR <br />BI <br />5y2 x 7Y2 <br />24F -V4 <br />TREATED WITH HI -CLEAR <br />LI <br />2x6 <br />#2 DF -L <br />L2 <br />2x8 <br />#2 DF -L <br />ROOF DIAPHRAGM NAILING <br />UPPER AND LOWER ROOFS <br />ATTACH ROOF SHEATHING TO FRAMING WITH 8d COMMON NAILS. <br />BLOCKED REGIONS: <br />PROVIDE 2x4 FLAT BLOCKING AT UNSUPPORTED PANEL EDGES. <br />NAIL ALL PANEL EDGES TO FRAMING AND BLOCKING @ 6" O.G. <br />NAIL SHEATHING TO INTERMEDIATE FRAMING @ 12" O.C. <br />NAIL SHEATHING TO BOUNDARY ELEMENTS (B.N.) @ 4" O.G. <br />UNBLOCKED REGIONS: <br />NAIL PANEL EDGES TO FRAMING @ 6" O.G. <br />NAIL SHEATHING TO INTERMEDIATE FRAMING @ 12" O.G. <br />NAIL SHEATHING TO BOUNDARY ELEMENTS (B.N.) @ 4" O.G <br />PORCH ROOF <br />FACE NAIL EACH 2x TtG DECK BOARD TO EACH RAFTER <br />WITH (2) 16d COMMON <br />LEGEND <br />BEAM OR HEADER <br />JOIST OR TRUSS <br />NON STRUCTURAL WALL <br />STRUCTURAL 2x6 STUD WALL <br />7 SHEAR WALL PER FDN PLAN <br />11%f •o S / 1 ♦'-4 1 4—/ ♦1 • <br />52.2 SCALE :3/16" T I'-0" <br />221-011 <br />B C <br />m <br />= m <br />N <br />DOOR CANOPY START FRAMING t <br />PER ARCHEI I SHEATHING LAYOUT <br />FROM THIS LINE <br />LJ A <br />LJ A <br />C. <br />Iq'-7" <br />1J� <br />301-011 <br />LOWER <br />s2.2 <br />221-011 <br />� <br />PORCH ROOF FRAMING PLAN <br />201-011 <br />SCALE 3/16" = 1'-0" <br />1 <br />F <br />DOOR CANOPY <br />PER ARCM <br />ELEV ELEV <br />II' -8" II'-q�u <br />12 <br />1 /4 <br />DQ�QQD <br />ELEV TRUSS TO <br />IB 13/4" BRG <br />5y2 <br />ELEV <br />ELEV <br />12 <br />12 <br />r <br />ELEV TRUSS T2B <br />101-01i <br />23/4" BRG . , 4" BRG <br />2" <br />ELEV 12 ELEV <br />EEVV ELEV <br />`p1/4 I/4 12 12'-35ii6° <br />N <br />K'�ov000Z7 0 DOD <br />23/411 2u <br />101-0 ' 23/4" BRG BRG <br />BRG <br />TRUSS TIA TRUSS T2A <br />ALL LOWER ROOF TRUSSES: <br />- 2x6 TOP CHORD (B) <br />C <br />- WEB CONFIGURATION PER MFGR, <br />NOT NECESSARILY AS SHOWN <br />LOWER RLOF TRUSS PROFILES <br />—( 3 <br />Luz <br />- w <br />opo <br />sOw <br />-J� <br />t1l <br />CS <br />5 <br />0 <br />pz <br />- w <br />oVo <br />sow <br />- <br />-Ac� <br />- N r GLULAI" f <br />WIND <br />COLUMN <br />421-011 <br />FOR UPPER ROOF TRUSS PROFILE <br />SEE ARCH It DETAIL II /53.2 <br />3"4�)I, UPPER ROOF FRAMING PLAN <br />52.2% SNOWING UPPER WALLS <br />SCALE 3/16" = 1' <br />4 <br />S3.3 <br />GROUP <br />A E GROUP <br />CIVIL & <br />STRUCTURAL <br />ENGINEERING <br />1355 OAK STREET <br />SUITE 200 <br />EUGENE, OR 97401 <br />(541) 341-1332 <br />PROJECT: E2035 <br />DRAWN: SNS <br />DATE: 4/17/2017 <br />REV: 5/25/2017 <br />SHEET TITLE: <br />ROOF <br />FRAMING <br />PLANS <br />SHEET NUMBER: <br />522 <br />