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M <br />ATTIC VENTILATION CALCULATIONS <br />Area <br /># <br />Attic <br />Area (s� <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 />1480 <br />1f <br />300 <br />710 <br />36 <br />0 <br />10 <br />10 <br />586 <br />500 <br />1086 <br />2 <br />21 <br />1 / <br />150 <br />20 <br />10 <br />0 <br />0 <br />1 <br />24 <br />50 <br />74 <br />3 <br />56 <br />11 <br />150 <br />54 <br />14 <br />0 <br />0 <br />1 <br />34 <br />50 <br />84 <br />j- - - - - - - - - - - - - <br />GABLE] TRUSS ---------------- <br />- f H2.5 EACH SIDE <br />H2.5 [ 8 --- --- - <br />EACH <br />SIDE j S9.1 1 �% <br />FIREPLACE <br />ENCLOSURE <br />BENEATH - <br />NO GUTTER <br />0 <br />ROOF <br />ROOF LEGEND <br />FRJ] ROOF JACK 50 SQ.IN. NET FREE AREA <br />� CHIMNEY FLUE <br />a----p AS NOTED <br />< o > AS NOTED <br />------ BUILDING OUTLINE <br />-----� EAVE VENTING 2.4 SQ.IN./L.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 />H2.5 EA. SIDE <br />H2.5 EA. SIDE <br />3020 mA ROOF FRAMING PLAN TOP OF PLATE THIS <br />O LEVEL IS 8'--1" ABOVE <br />1 /4"=1'-0" 2ND FLOOR U.N.O. <br />ROOF F R A M I N G <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/S9.0 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 />NOTES <br />L E G E N D <br />ROOF TRUSSES <br />STICK FRAMING <br />• • . • <br />OVERFRAMING <br />• ••':: <br />SEE • NOTE TO LEFT <br />I I <br />ATTIC ACCESS PANEL <br />®®POST <br />SIZE AND NUMBER OF <br />BUNDLED STUDS. <br />5052 REGISTERED <br />ARCHITECT <br />ROBERT E. WEIBLE <br />STATE OF WASHINGTON <br />-76 <br />a� <br />a� <br />L <br />H <br />s <br />4 <br />o <br />�> <br />Z <br />V <br />�C <br />_V <br />C <br />L <br />C <br />0 <br />w� <br />N <br />a <br />�L <br />V <br />O <br />OZ <br />'a <br />Q7 <br />o <br />n. <br />�r- <br />r <br />pp <br />c <br />0 <br />t0 <br />e <br />� <br />O <br />r <br />o <br />M <br />O <br />U. <br />0 <br />m <br />3 <br />c <br />a <br />ca <br />� <br />O <br />11 <br />%Pona <br />d' <br />r <br />0 <br />>% <br />_ <br />L <br />t'a <br />0 <br />N <br />o <br />�- <br />L <br />0 <br />Z <br />e <br />IL <br />s <br />> <br />W <br />0 <br />� <br />0 <br />Q. <br />._ <br />U) <br />Job No.: 14-38 <br />Sheet No.: <br />