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1/4 "-1'-0" <br />ATTIC VENTILATION CALCULATIONS <br />Area <br /># <br />Attic <br />Area (st <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 />1/ <br />300 <br />710 <br />28 <br />0 <br />11 <br />10 <br />617 <br />500 <br />1117 <br />2 <br />65 <br />1/ <br />150 <br />62 <br />0 <br />45 <br />0 <br />1 <br />266 <br />50 <br />316 <br />3 <br />56 <br />1/ <br />150 <br />54 <br />14 <br />0 <br />0 <br />1 <br />34 <br />50 <br />84 <br />FIREPLACE <br />ENCLOSURE <br />BENEATH - <br />N 0 GUTTER <br />TO <br />Y ROOF <br />'OOF <br />ROOF LEGEND <br />R� ROOF JACK 50 SQ.IN. NET FREE AREA <br />CHIMNEY FLUE <br />a--�� AS NOTED <br />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 />v <br />En <br />w <br />w <br />o. <br />w <br />j_____________GABLE] TRUSS ------------ l H2.5 EACH SIDE <br />H2.5 � { -- - - - <br />- <br />EACH { <br />SIDE-- <br />I 59.1 <br />U �f I i <br />LUE L I I <br />/-+• RETURNI <br />I �.. '.. . • AIR <br />w♦ e• e w w' • w a• ( <br />�' f e w f• f• w w• }'• •` <br />I <br />• r e • • • • • Y q Y IA <br />I• • :f f •' ♦ r • • f w • wit •r t i e • • • <br />• w e Y w f Y f Y•!• • i f••• w •• w r f f Y bi♦` ( <br />I �• • • • a • Y f • • ♦ Y • • • w • w a • • • . . . <br />w r r w•• f f` <br />•'f ♦ • w e • � r • +I� <br />I / "w!.•'•'f'• • + • .•.e f •fY.'.' • • S9.1 ,� 17 I <br />• iii i f i'•°•°° ? • °Y' r ° : ' ..Y• • • • .f. .f I <br />• i! f• r :• r a•• i i• ri • • Y• •• w <br />•i r •'f :• i r • • : r • w r r • • Y • • w :Y r r •'r' • • • :r i <br />r •r • • • •°• • • • • Y, • Y • • • • • • • r ♦ • • • • i <br />I • • i'r • • f • • t • f • • • • • • e • P f f f q • • r • • w e • • w w'r f _ r w <br />/ f • • Y . • • • • • Y • • :• • f w i • • • Y ! • • f • Y Y r • • • w • • i • • • m'•'• 'w� I <br />I (a • • • e ° • r • • 1 • • Y • • • ! • f • • • i • • ° 'f w • w • • ° e • • f e'• :1'• • w f� <br />f w 1 w w! Y f••• r f r • f• Y g q w Y f• a r• • i'• Y f e• •• w 1 I <br />I �f'• 'f • •: r • • • • + •'w • • • f • • •si • • f i • :f • i • •'Y • f • • • w f • • w'• •1 <br />• w• w! i r• • Y f w e i w a r a• i'i a f i f f : •'r •• q • e f • Y• Y :Y •. I <br />�� Y w f • • • :• ! • • • f • • w a w w • • r • • w w a ! M • i' °° w Y • 1'f '• w f t • f :r <br />�, { ! w • f ♦ • ♦ '• • 1 w wir Y r • e f • • • • t ♦ , , r • • • • :• • f w Y'• N I r\�\ I i i • :r w •isw• • • s • • f • • 1 f i :• • 'r i e • i • ► e°w • f w f ::• • r • • • 7�-.�', r Y• r w g r •f e w Y ra • • f'r• • • • r':1 • • farw• • rf f Y• fr• • •••• ° • i • i • w• • • • •w • f 4 f • Y r Y • Y • f r . °• •r ,♦ ••'P'• a• '• r • w b w• •• • :.° <br />V. <br />pf,••• ...• ''.♦. <br />r• •wa q i iw w :.• w.a °.•.i <br />w. II I <br />19 I <br />o I GABLE TRUSS <br />L---------------- --- I 59.1 I <br />I i (3)2x8 HDR <br />.11 <br />+.. I GABLEI TRUSS <br />L--------------1------------- <br />H2.5 EA. SiDE <br />o <br />w <br />Lo <br />c <br />3020m ROOF FRAMING PLAN TOP OF PLATE THIS <br />LEVEL IS 8'-i" ABOVE <br />2ND FLOOR U.N.O.�V <br />INSTALL FALL PROTECTION DEVICES SEE SHEET A7 <br />PER MANUFACTURER'S AND/OR FOR WINDOW <br />INSTALLERS RECOMMENDATIONS HEADER HEIGHTS <br />ROOF FRAMING NOTES <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 51.0. <br />SEE ROOF PLANS FOR VENTING AND DOWNSPOUTS. <br />SEE SHEETS 59.0 AND 59.1 FOR TYPICAL WOOD FRAMING DETALS. <br />SEE DETAIL 7/S9J 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 />LEGEND <br />ROOF TRUSSES <br />007 <br />STICK FRAMING <br />• •: w : ••• <br />OVERFRAMING <br />•':: •': • <br />SEE NOTE TO LEFT <br />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 />-ri <br />a� <br />a� <br />a� <br />L <br />N <br />•L <br />Q <br />10i <br />O <br />•� <br />�> <br />V <br />2 <br />N <br />— <br />fy <br />N <br />V <br />�C <br />V <br />L <br />Q <br />•F� <br />Q <br />L <br />to <br />s•� <br />O <br />Cho <br />O <br />� <br />rL <br />0 <br />O. <br />O <br />V <br />O <br />Qz <br />Qi <br />�� <br />O <br />♦A <br />Yr <br />� <br />00 <br />Q <br />Cm <br />r <br />rm <br />�. <br />a <br />r- <br />o <br />0 <br />0 <br />0 <br />ow <br />C <br />0 <br />CO <br />L <br />o <br />a <br />tt <br />me <br />0 <br />it <br />o <br />Q3 <br />> <br />_ <br />6 <br />ai <br />E <br />0 <br />V <br />N <br />N <br />0 <br />� <br />1'S <br />.— <br />EZ <br />0 <br />s <br />d <br />w' <br />r. <br />0 <br />� <br />f <br />U <br />0 <br />a <br />Job No.: 14-38 <br />Sheet No.: <br />MINIMUM SLOPE FOR CRICKETS IS 3: 1 2 <br />