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STUB T <br />LOW ROO <br />3015M 1, Roof i <br />1/4 $1=1 S-0" <br />ATTIC VENTILATION CALCULATIONS <br />Area <br /># <br />Attic <br />Area (si <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 />1242 <br />1/ <br />300 <br />596 <br />28 <br />0 <br />9 <br />8 <br />517 <br />400 <br />917 <br />2 <br />133 <br />1/ <br />150 <br />128 <br />22 <br />0 <br />2 <br />1 <br />153 <br />50 <br />203 <br />3 <br />39 <br />1/ <br />150 <br />37 <br />0 <br />29 <br />0 <br />0 <br />171 <br />0 <br />171 <br />4 <br />1 50 <br />1/ <br />150 <br />48 <br />1 11 <br />1 0 <br />1 0 <br />1 <br />26 <br />50 <br />76 <br />w� <br />_ <br />cn <br />oV) <br /><r <br />H2.5 EACH SIDE <br />REPLACE <br />JCLOSURE <br />=NEATH — <br />9 GUTTER <br />16 <br />S9. <br />�------------ ------ --- ------ -- --, <br />GABLE j END TRUSS <br />I = I <br />Sm <br />x I H2.5 EACH SIDE <br />2 2x10 HDR j <br />I } + • .. .". . .a• .. <br />• • • r—>� f il:• • • ! a e • • !"a • a r • } } <br />l.... ..... • I <br />....e ........ ....... ...... ..... ..... .'.`♦.rr. I 1fi <br />..... ...... ...r <br />N ............. 4.*. A <br />I • • •a' • , • • -• • • • t • a • •••a• ilr • • i • ! • • • . w . - . } + , } • • , f / S9.1 <br />1 • • • • • • <br />1III .• R. •• •• .r ..e ♦t ♦e •• .• +. '• <br />a • •a e ,• e.• a. ...r <br />`'. "a ' • 'f• °•• • ..w'.ai .•• .... ..i.•• `.f, •, e •, ",• <br />e•. <br />.. . •.•s •• "a .. ,• I1fI <br />I ... ........ H . ... °•+* 1 <br />.';, <br />.......... _... ; . '. I <br />16 I •.•. .s •.rr [[V)1 <br />f• I <br />••. • ' ^ <br />20 <br />S9.1 j <br />I = ,1,.,• 22"00" Cn I <br />20 I Arnc 9 �\ ,, F� 1 <br />S9,1 ,j, IACCESS I D2 ~ l <br />rz -- -- --- --- --- --- — J --- --- --- --- --- --- -- ©l <br />— Z <br />in m <br />IwLd <br />lQ / \ Q <br />l� <br />4' 8' ACE <br />1 •L• fit• ORM I <br />I <br />1 •:;. 13 l <br />,a•a <br />I .. ,a.�.a :� , _ RE URN <br />l <br />1 ....1.,a .':. , . 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R • • <br />1 <br />j t2r5 <br />aryl <br />EACH SIDE <br />1 <br />L— <br />— H2.5 8 <br />-- GABLE JEND TRUSS <br />i EACH SIDE l S9.1 <br />L — — — — — — — — — — — — — — — — — — — — — — — — j <br />j <br />H2.5 EACH SIDE <br />l I <br />I <br />w <br />I <br />I <br />� <br />0 <br />1 <br />Q <br />_14 <br />I <br />59.1 I <br />I <br />I I <br />i I <br />I GABLE LEND TRUSS <br />I <br />l <br />L.._..__--_--..,----_---I—..._.---_--- ---_-- <br />16 <br />S9•1 <br />_ <br />TOP PLATE THIS <br />ROOF LEGEND <br />R� ROOF JACK 50 SQ.IN. NET FREE AREA <br />e CHIMNEY FLUE <br />a-�--� AS NOTED <br />E� AS NOTED <br />------ BUILDING OUTLINE <br />------ EAVE VENTING 2.4 SQ.IN./LF. 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 />LEVEL IS 8'-1" <br />ABOVE 2ND FLOOR <br />INSTALL FALL PROTECTION DEVICES SEE SHEET A7 <br />PER MANUFACTURER'S AND/OR FOR WINDOW <br />INSTALLER'S RECOMMENDATIONS HEADER HEIGHTS <br />ROOF FRAMING PLAN <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/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 />LEGEND <br />ROOF TRUSSES <br />A/_ y lov <br />STICK FRAMING <br />67 <br />' • • • " <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 />-a <br />w� <br />W <br />L <br />s <br />.Q <br />�1 <br />.N <br />V <br />> <br />Z <br />� <br />N <br />v <br /><aC <br />c <br />a <br />L <br />a <br />N <br />0 <br />V <br />o <br />PZ <br />a! <br />o <br />a <br />co <br />� <br />00 <br />cu <br />a <br />c <br />� <br />r <br />rm <br />'/ <br />r <br />o <br />� <br />M <br />O <br />U. <br />Q <br />m <br />3� <br />a <br />006 <br />0 <br />0 <br />a <br />r <br />u <br />�t <br />.N <br />O <br />L <br />Ca <br />CL <br />LO <br />y <br />C <br />0 <br />E <br />O <br />r r� <br />_ <br />r� <br />E <br />n <br />++ <br />sm. <br />O <br />Z <br />0 <br />U,0 <br />r. <br />� <br />A <br />r r� <br />C0 <br />O <br />a. <br />Job No.: 14-38 <br />Sheet No.: <br />