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'.1:.. '��. i j � ARCHITECT <br /> � 7:12 � j � 7 '.i�.'.�' - I--' .�.,� • <br /> I I � S9.1 . ;�.�•`� . . � ROBERT E. WEIB(� <br /> i I I ��� ( STATE OF WASHWGTON <br /> I i I .'�. � I <br /> I I I • � <br /> f I I �• �,�',• � . <br /> I I I •,�; � <br /> . I I � ... � . <br /> � RJ RJ � � '�':::.'' f -o <br /> i i � •r::• <br /> � <br /> � � � 'r'" � ' <br /> i � i � " <br /> � i i � � <br /> � � i i � <br /> G I �6 I � •� <br /> I . i � — <br /> I I S9.1 � — — � ----� a <br /> I I I 20 22"x3 "4 9 j � <br /> I 1 I SS.1 � ATT1C � D2 I o a <br /> � � � ACCESS I ' <br /> I � I a _J 16 •} Z <br /> I I ! i �3 I S9.1 � �; <br /> ` I I � � D3 j •.-°i—L � <br /> ! L <br /> FIREPLACE —� j j i I a <br /> _ ENCLOSURE -� I I � � j � � � <br /> � <br /> " BENEA�� i I j 4'x8 FURN CE � � <br /> GUTTER � � � � ^t PLA FORM � � <br /> I I I � —��' � 4 . <br /> (�!)� o <br /> � � RJ RJ RJ RJ I 1 � v �� a� r <br /> ~j o .c' <br /> { I 1 '" o o � . <br /> REA1 � � o <br /> ; 5:12 � � ^ wl a <br /> z d- <br /> I-W —— — cV " <br /> — --- --- --- --- — — --- — --- --- --- --- —t-- — <br /> I I I � � �� z � <br /> I . I I � v� m <br /> . I 5:12 1 f � � �i � <br /> I I 1 � � <br /> �—qp RJ RJ RJ RJ �� » j . � <br /> i i i � � <br /> � <br /> � � <br /> i i � o o � <br /> . I I I � j o.. � <br /> 2 I I I I .°' � <br /> D3 f � � � � <br /> � � D3 � j ' <br /> , I I I � � <br /> I I 1 � � . <br /> I I ( � � <br /> I I I � <br /> I i � �• 20 <br /> I I � �'��'` 59.1 � ■� � e��- <br /> � 1 � ':I:;. �� a' O <br /> � � � ':J';:. ' � o � <br /> i I I ' . � � . <br /> I � i :.�,. i o <br /> I 1 1 • � � � <br /> i i � .,. .:t: .,.. i � <br /> B ► i B � :.-�': .: � � � <br /> A� � � A7 j . :,�'. �•..� I <br /> .:'�':.' � � � �. <br /> j RJ 7:12 RJ RJ j j � •� ''�'�''� . _ ' � � �O � <br /> 1 RJ I I •.7• �'�'�' . i � � � _ <br /> t I � . .... S9.1. ::l'. ..... . . I o -� " <br /> j l I , • �� ��� •, � � <br /> I � � • • � •:'l'. � � <br /> Ij �.� _ . :� •.'�'. . I <br /> 1 6AI � � � . :.*; . ..�.,'. - : - I - <br /> R J 2 j i � " • '�' •.��' ''�' . '. ' 1 0 <br /> D3 _J � � �' � <br /> .... ...... ...... ...... ... .. .... ...,.. <br /> I ---- <br /> r � ��____� --- ! �/ �� (2)2x8 HQR � �, n <br /> __ � <br /> I - <br /> L- <br /> � , � GABLEI END TRUSS --- -- --- --� r <br /> �---------------------5---------------------� <br /> ��-DA REA 3 � S9.1 TOP PLATE THIS ' <br /> � �_�2 � D3 LEVEL IS 8'-1" <br /> L J .� L J A80VE 2ND FLOOR � <br /> - "f p . . <br /> `' �l� INSTALL FALL PROTECTfON DEVICES SEE SHEET A7 <br /> 5 . NSTALL.ER S RECOMMENDA ONS FOR WINDOW <br /> HEADER HEIGHTS <br /> A$ ,q . � <br /> A7 � � <br /> � � <br /> 2b4�5-� RQOF PLAN �� J� �� ROOF FRAMING PLAN �- �, <br /> .� , � C� `� <br /> 1/4 = 1 -0 1 J4" = 1'-0" � � 0 � . <br /> Plan 2645-C �1/ � � (,� <br /> Area Attic Venting Required Birdblock Vented Low Upper Actua)Venting Provided R � � � � � A ) � i � N �j N O T E S � • ' <br /> _ � <br /> # Area(sfl Ratio Vent(sq.in.j Vent(LF) Soffit(SF) Jacks Jacks Lower Upper Tota! R O � � L E G E N D � N � <br /> 1 1190 1/ 3Q0 571 37 0 9 8 539 400 sss TRUSS SPACING: ��-�� �.C. — TYPlCAL � � t� 3 <br /> 2 196 1/ 15Q 188 12 0 2 3 129 150 279 L E G E N D � �J.' <br /> 3 58 1/ 150 56 0 37 0 0 218 0 218 R� ROOF JACK 50 SQ.IN. NET FREE AREA F"B �LUSN BEAM � <br /> � CHIMNEI' FLUE HDR HEADER ■y � C <br /> a--a—Q AS NOTED GLB GLU—LAMINATEfl BEAM ROOF TRUSSES � � � Z <br /> � <br /> F—�--� AS N�TED GT GIf�DER TRUSS ST(CK FRAMlNG � •= W � <br /> ' ------ BUILDING OUTLINE sF STRUCTURAL EASCtA (2x4) U.N.O. � >+ <br /> -----� EAVE VENTING 2.4 SQ.IN./L.F. NET FREE AREA SEE DETAIL 10/S9.0 FOR TYPICAL HEADER AT WALL DETAIL. TRIM : - OVERFRAMING = � � <br /> � GUTTER DOUBLE LINE STUD REQUIREMENTS GREATER IHAN PER 10/S9.0 ARE SHOWN ON PLAN. �'�'�".'���'�'.'.' SE� NOTE TO LEFT '� n' <br /> � � � . <br /> � DOWNSPOUT LOCATION ROOF SHEATHING SHALL 8E AS INDIGATEQ ON S1.0. (�<�I ATTIC AGCESS PANEL o <br /> �__y <br /> VENTED VINYL SOFFIT SEF RQO�' PLANS FOR VEN�ING AND DOWNSPOU7S. POST SIZE AND NUMBER OF �, <br /> 5.9 SQ.lN./SF NET FREE AREA � OO BUNDI�D STUDS. N <br /> SEE SHEETS S9.0 AND S9.1 FOR TYPICA� WOOD FRAMING DE7ALS. <br /> � <br /> � <br /> MINfMUM SLOPE FOR CRICKETS IS 3: 12 SEE pETAIL 7�S9.1 FOR OVERFRAMlNG. PROVID� BLOCKED �DGE N <br /> Z'x4' HOLE IN SHEATHING �OR ATTIC VENTILA'fION. 0 1ob No.: 14-38 <br /> PROYIDE MIN (2) STUDS AT BEAM AND GIRpER TRUSS BEARINGS, � Sheet No.: <br /> U.N.O,- • o <br /> . �o <br /> � <br /> � <br /> _ � <br />