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NO GUTTER. H2.5A •;;• S9.1 � � <br /> � � EACH SIDE ' ;;�,•,•,�' � H2.5A ARCHITECT <br /> � �:�2 ,12 5:12 � i i i � EAGH SIDE <br /> . � � I � <br /> f � \ / ROBERT E. WE18LE <br /> � a � � � I STATE OF WASHINGTON <br /> i i i ` /� i <br /> � �T_ � �� 13 �� oo� � <br /> � RJ RJ ' � i � � � D3 � N � � .� <br /> i R� � _ � � i �_ � d <br /> � <br /> j RJ I j °x° � ��\ D2 ♦ j N <br /> I { I �� � <br /> � j �-- r 22"x�361 � / I ,� <br /> � � � � � ATT1C � � ( — <br /> � � � � ACCES �♦ % I `t <br /> l � I � 20 ! o cL <br /> � � � FLUE � 59.1. � �; <br /> � FLUE� � � RETURN � � '� Z <br /> p � RJ RJ j � 1 � � <br /> � i � 4'x8' URNAGE � � _ <br /> � � � Q <br /> � � I RJ R`� � I N, .1 � i j � <br /> � RJ RJ _ <br /> � AREA 2 � � � � N o � <br /> 4 � 5:i 2 5:1 2 � $ 1 3 ' <br /> I � o <br /> � � p3 � D3 � � N <br /> 1'-6"I �J RJ � � I d s <br /> 1�_6" � � a .�" <br /> I 1 � � J � a <br /> I � ` N p `� <br /> ♦ � <br /> � i � l� � ���� I z 0 <br /> I � I � <br /> I ( <br /> � <br /> I � I i� "� <br /> � I <br /> . I RJ � j f/ � � -a <br /> � °' c� <br /> I j ! `� � � � <br /> { RJ RJ Rd � � I a, � <br /> I o � <br /> � � 19 <br /> I � � � <br /> i 5:12 :12 � � �� � S9.1 <br /> ' •• , � <br /> i R� I � ::" . <br /> � 5:12 I 19 I :.�. :�'. �� � � � <br /> � S9.1 \ { <br /> I � I �9:1 � � H2.5A � u� <br /> . � 5:12 � " <br /> i i � 2 . , '.��:. ... �\ O EACH SIQE �� � :' o <br /> 1 Q �' r <br /> ' � .......��- .. � � O <br /> j �� � H2.5A � 7 � � <br /> � 5:12 5:12 � EACH SIDE 1 S9.1 S9.1 _ � � � <br /> • �x-1 ' + � <br /> O � <br /> � 5:12 5:12 � i ' . ' � �li 1 �o <br /> I RJ 1 I c� � � �. <br /> I � <br /> � D3 � � �� _ (2 2x8 H _ I OF GAT.E � a � <br /> � � � � � � o <br /> � = f � � I <br /> " � `° i �- --- -- <br /> � _ <br /> i D3 . �_ j � x8 HD �_2 $_ � <br /> ' _ - — <br /> ----- ------------------ _ � I <br /> �a���� ��������� M�������M�N�����r� � - <br /> _ _ _ _ <br /> � � `° AREA 3 � - � -- --- --- --- - - -- --- --- --- ---- --- --- LEVEL 1S 8'THIS <br /> � 4:12 DOWN SPOUT -- --- — a � <br /> • '� TO LOW RDQF �g ABOVE 2ND FLOOR N !� <br /> . �� S9.1 � <br /> INSTALL FALL PR�TECTION DEVECES SEE SHEET A7 `- <br /> - `° PER MANUFACTURER'S AND/OR FOR W!l�DOW <br /> INSTALLER'S RECOMMENDATIONS HEADER HEIGHTS <br /> A INSTALL FALL, PROTECTION DEVICES 3 5�� � ROOF F RAM I N G P LAN <br /> A7 PER MANUFAGTURER'S AND/OR <br /> INSTALLER'S REC�MMENDATIONS ��4n �� �� � <br /> � A <br /> 3 5 81 � ROQF PLAN ° Q <br /> 1/4"= 1'-0" � � C <br /> ! � ,0 O <br /> ATTIC VENTILATION CALCULATIONS <br /> � .> '� v <br /> Area ATTIC VENTING REQUIRED BIRDBLOCK VENTED LOW UPPER RIDGE ACTUAI VENTING PROVIDED � O � � � R A / r I I N � N � T E S � LL t � <br /> # AREA(SF) RATIO VENT(SQ. IN.) VENT(LF) SOFFIT(SF) JACKS J,4CKS VENT(L� LOWER UPPER T�TAL N <br /> . <br /> �EA� �oo �i �so ss o ss o 0 0 519 o s�s TRUSS SPACING: 24" O.C. — TYPICAL � � � E � � M � � � <br /> . AREA 2 1684 9/ 30Q 8Q8 63 fl 11 11 0 701 550 1251 R O O F L E G E N D FB FLUSH BEAM <br /> AREA 3 82 1C 150 79 0 60 0 0 0 354 0 354 � <br /> HDR HEADER � � L Z <br /> � R� ROOF JACK 50 SQ.IN. NET FREE AREA GLB GLU-LAMINATED BEAM ROOF TRUSSES � � ; � <br /> ❑ e � W O <br /> � CHIMNEY FLUE �T GlRDER TRUSS <br /> a—�—� AS NOTED s�ncK �Ar�iNc � � � <br /> SF STRUCTURAL FASCIA (2x4) U.N.O. -' <br /> E--� AS NOTED SEE DETAIL 10/S9.0 FOR TYPICAL HEADER AT WALL DETAIL. TRIM • QVERFRAMfNG � � <br /> .� I]. <br /> ------ BUILDING QUTLINE STUD REQUIREMENTS 6REATER THAN PER 10/S9.0 ARE SHOWN ON PLAN. ' ' SEE NQTE TO LEFT � <br /> ""—'—'—� EAVE VENTING 2.4 SQ.IN./L.F. NET FREE AREA ROOF SHEATHING SHALL BE AS 1NDICATED QN S1.0. `s'��'� " <br /> i �� I ATI1G ACCESS PANEL o <br /> � GUTTER DOUBLE LINE � T� <br /> � � SEE ROOF PLANS FOR VENTlNG AND DOWNSPOUTS. m <br /> r DOWNSPOUT LOCATION POST SIZE AND NUMBER OF <br /> SEE SHEETS S9.0 AND S9.9 .FOR TYPICAL WOOD FRAMING DETALS. � � BUNDLED STUDS. � <br /> VENT�D VINYL SOFFIT °° <br /> 5.9 SQ.IN./SF NET FREE AREA SEE DETAIL 7/S9,1 �OR OVERFRAM)NG. �ROVIDE BLOGKED EDGE M <br /> 2'x4' HOLE IN SHEATHING FOR ATTIC VENTILATION. 0 1ob No: 14-38 <br /> � <br /> MINIMUM SLOPE FOR CRICKETS IS 3: 1� PROVIDE MIN {2j STi1DS AT BEAM AND GIRD�R TRUSS BEARINGS, � Sheet No: <br /> u.rv.a � <br /> N <br /> � <br /> � <br /> � <br /> . _ <br /> � / <br /> .t-- <br />