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rim <br />3580 mC Roof Plan <br />1/4 "=1 '_0 . <br />ATTIC VENTILATION CALCULATIONS <br />Area <br /># <br />Attic <br />Area (sf <br />Venting <br />Ratio <br />Required <br />Vent (sq. in.) <br />Birdblock <br />Vent (LF) <br />Vented <br />Soffit (SF) <br />Low <br />Jacks <br />Upper <br />Jacks <br />Actual Venting Provided <br />Lower <br />Upper <br />Total <br />1 <br />1604 <br />1/ <br />300 <br />770 <br />90 <br />0 <br />8 <br />11 <br />616 <br />550 <br />1166 <br />2 <br />66 <br />1/ <br />150 <br />63 <br />23 <br />0 <br />0 <br />2 <br />1 55 <br />100 <br />155 <br />3 <br />71 <br />Z <br />0 <br />61 <br />0 <br />2 <br />1 360 <br />100 <br />460 <br />3580 mC ROOF FRAMING PLAN <br />1/4 "=if—O" <br />-ROOF LEGEND <br />FR J ROOF JACK 50 SQ.IN. NET FREE AREA <br />o CHIMNEY FLUE <br />AS NOTED <br />< o AS NOTED <br />------ BUILDING OUTLINE <br />EAVE VENTING 2.4 SQ.IN-A-F. NET FREE AREA <br />GUTTER (DOUBLE LINE) <br />DOWNSPOUT LOCATION <br />VENTED VINYL SOFFIT <br />5.9 SQ.IN./SF NET FREE AREA <br />MINIMUM SLOPE FOR CRICKETS IS 3:12 <br />ROOF FRAMING <br />TRUSS SPACING: 24" O.C. — TYPICAL <br />FB FLUSH BEAM <br />HDR HEADER <br />GLB GLU-LAMINATED BEAM <br />GT GIRDER TRUSS <br />SF STRUCTURAL FASCIA (2x4) U.N.O. <br />SEE DETAIL 10/S9.0 FOR TYPICAL HEADER AT WALL DETAIL. TRIM <br />STUD REQUIREMENTS GREATER THAN PER 10/89.0 ARE SHOWN ON PLAN. <br />ROOF SHEATHING SHALL BE AS INDICATED ON S1.0. <br />SEE ROOF PLANS FOR VENTING AND DOWNSPOUTS. <br />SEE SHEETS S9.0 AND S9.1 FOR TYPICAL WOOD FRAMING DETALS. <br />SEE DETAIL 7/S9.1 FOR OVERFRAMING. PROVIDE BLOCKED EDGE <br />2.'x4' HOLE IN SHEATHING FOR ATTIC VENTILATION. <br />PROVIDE MIN (2) STUDS AT BEAM AND GIRDER TRUSS BEARINGS, <br />U.N.O. <br />TOP PLATE THIS <br />LEVEL IS 8'1-1 t) <br />ABOVE 2ND FLOOR <br />INSTALL FALL PROTECTION DEVICES SEE SHEETA7 <br />PER MANUFACTURER'S AND/OR FOR WINDOW <br />INSTALLER'S RECOMMENDATIONS HEADER HEIGHTS <br />NOTES <br />LEGEND <br />ROOF TRUSSES <br />J07 <br />STICK FRAMING <br />......... <br />.... 4 <br />OVERFRAMING <br />j <br />SEE NOTE TO LEFT <br />rIZI- -,M <br />I I <br />ATTIC ACCESS PANEL <br />POST SIZE AND NUMBER OF <br />BUNDLED STUDS. <br />5052 REGISTERED <br />ARCHITECT <br />ROBERT E. WEIBLE <br />STATE OF WASHINGTON <br />CD <br />Aa <br />o <br />CD <br />CV <br />CO <br />CZ <br />O <br />U. <br />0 <br />O <br />3 <br />� <br />0 <br />Cd <br />CD <br />-1 <br />Ile <br />0 <br />U <br />> <br />0 <br />E <br />00 <br />00 <br />�- <br />Ja <br />N <br />E <br />W <br />L. <br />0 <br />z <br />mc <br />4) <br />W <br />a <br />0 <br />0. <br />0 <br />Job No.: 14-38 <br />Sheet No.: <br />A6 <br />