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. _ . _ _ <br /> _ <br /> _ _ _ <br /> __ . <br /> � CEOWALL BRACE4WALL <br /> 3�_5�� 15'-8" 9'-4° <br /> � UNMODIFIED <br /> x 12#2 D 6 x 12#2 DF ----____.___.�...._._.__..�._..._�_.___�..,.- .. (2)2 x 10#2 <br /> — — — �,� ,� �� — °� „�, rs ��� � — — — — — — — — — <br /> , t�`H - - Q - -5�-��� Q J 4 x 10 DF PT I i <br /> o � o � O UP o � I I 6x6 PT SOLID WOOD POST TYP OF (4) <br /> � U � U � U I i � <br /> � � � <br /> V�/H m m � � � o <br /> ( �� � ; I ENTRY � ! � <br /> I <br /> X <br /> �__ae_4__ ' "� I i i � � i I � <br /> � � <br /> i i ; � � N � , �-----------�. <br /> �u�� � ' ; ; I I x � � � ` <br /> , , � <br /> � � � i cn c� - - - - - - - - `� \. <br /> I I <br /> Q � 4x10DFPT \ <br /> ' � 8500# OINT LOAD FROM <br /> P <br /> ` ���� � U N I I ABOVE <br /> 4� 7'-0"� � $�� �� <br /> � ! ; <br /> i ' <br /> ; m � � � � i <br /> — — — — — — — — — — <br /> - - I I � Cn � � � : <br /> — — — — __—...—...—..._..._..—_. — _ � <br /> 6x12SSDF 6x12SSDF 6x12SSDF 6x12SSDF ) X � � I o <br /> 2 Jac k S tu ds 2 J a c k S t u d s ; co c� � � X <br /> � � � � <br /> ; <br /> I; I 6x6 DF SS BEARING POST _ ( � <br /> ; <br /> , N iI <br /> ; <br /> v i —, i � <br /> N I I �; :�_.�: ; 5400# POINT LOAD FROM `'�' ; TENSION STRAP THROUGH LEDGER <br /> 1 I I; - - � � g BEAM AT UPPER LEVEL f ; @ EACH DECK BEAM <br /> o � � / <br /> — — — — — — ; <br /> � � �: Q � � � I - - - - - - - - ,. ........_........./ ' <br /> , � I � � w � � � � � o a 4x10DFPT ( <br /> T `" �-' I I N � I I � � � ___ ___ /, <br /> N ' <br /> � I I � �' � � N � I I <br /> � m x � I � � 6x6 PT SOLID WOOD POST TYP OF (4) <br /> IIX II � N I <br /> X � � II � � � " <br /> 1 I I: ,.. : <br /> o � �_�- I � � LUC410 CONCEALED FLANGE <br /> II � J <br /> N � -� ; ; 4x6 DF SS BEARING POST � �. GALVANIZED JOIST HANGER @ <br /> I; :I __, , J <br /> o I I � � Q � LEDGER AND COLUMN, TYP <br /> � o o I; I � � <br /> � w , w o <br /> vv � v �; � � w I <br /> o� o� 3'-10" 5'-7° �' c.� <br /> ; m m <br /> � � �; � � � � <br /> - - - :: : ;;< — � ., , , , — - - - - - - —._.- -...—.._.—.— <br /> - - - — — — � - - - - � — <br /> , ( )2x10#2 F (3)2x10#2DF (3)2x10#2DF 6x12SSDF 4x10DFPT <br /> 2 Jack Studs <br /> 4'-0" 4'-��� <br /> 3'-0" 5'-7° 8'-9�� <br /> BRACE WALL BRACE WALL <br /> . � Liger <br /> Residence <br /> Gabriel A. Liger <br /> rvoTEs: 5160 3rd Ave. <br /> Everett, WA 98203 <br /> 1. ALL FRAMING TO BE 16"O.C. <br /> 2. ALL EXTERIOR FRAMING TO BE CONTINUOUSLY SHEATHED IN 1/2"PLYWOOD OR O.S.B. P2CC711t S@t 7/16/2012 <br /> 3. HEADERS IN BEARING WALLS TO BE MIN. (3)2x10 DF#2 WITH 1 JACK STUD UNLESS OTHERWISE PG'I'1711t ReV �I 9/14/2012 <br /> NOTED ON THESE PLANS. <br /> � 4. BRACE WALL NAILING PER IRC TABLE 602.3(1) <br /> Framing Plan - Level 1 <br /> FRAMING Pi�1N - LEVEL 1 <br /> SCALE: 1/4" = 1'-p° <br />