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3 <br /> 3`-3" 5'-5" 5'-4" 7'-1 a�� <br /> 2�_6�� <br /> BRAGE WALL BRACE WAL.� BRAGE WALI_-� <br /> � {3�2x1Q#2 F i ( �2x10#2DF (3j2x1fl#�DF {3}2x10#2QF (�}2x10#21�� 6x12SSDF <br /> -- - -- - - - -- - - <br /> _._ — __. _ <br /> ��� �.. r� : : ;° �`�$....— � 5� — � .a 1� � � — — _ _ � — .__. — _ _ .� — <br /> � � —�� — _ ..�� ��_.__�._ _e ��`` � ��. s. <br /> - -- - - - . <br /> _ — T _ <br /> --� 1 T <br /> � — � � <br /> �__.... �_ O O f � '� � ' � , � (� � ' i � ` ( � <br /> ` ��� l__�� � D�� � � I <br /> �0 � _�� <br /> � �w__��._ � � � � � � � � <br /> � - <br /> � � -� � , � io <br /> � � � � � � � � <br /> _ d � P ���(� 1 I ( I � I ! I �- <br /> � � �� - _ i � � � i � I �, <br /> , <br /> � `� BATH DINING KITCHEN ��wN ` � � , i � ' ! I <br /> � � s� �2�s� �ss s� � � . , ; , ,; � � � � ; i I <br /> � , � ` � � � � i 4 <br /> 1I � � <br /> � � , <br /> t , 5400# POINT�OAD -- ( � � ,I ( � 31�Q# PQINT�aAD <br /> II ' II f I � I I <br /> i i I 1 sx�zaFss sx�2t��ss � � � j � �� � ! ` � � I I <br /> 6x12DFSS _ 6x12DFSS '�, <br /> _ — - .� — _ - - -- - - - - - I i � i � , � If � � o <br /> __ _ _ ___ - - ---- _ _ _ _ _ _. - - - --_ — � i - <br /> _ _ _ _ _ _ � , � <br /> � _ ' � <br /> , <br /> -------------------- <br /> � , , � <br /> , � � � � <br /> PAN7RY CL,C}. -- _._ _._ — 5-118°x 13-112°24F GLUEAM — -- — --- — � � [�� ' � , I I � � �``'� SIMPStJN HGU5.62-SDS HIGN <br /> Q _ UNIFORM LC}AD 620 PLF x 17' I I ; � � � � � ' '-�' ` � � GAPACITY GIRDER HANGEFi <br /> �„ � ( I - i ;� � , �� I MAXIMUM BEARING CAPACITY <br /> � I I I ( � c 1 I I � ' ' , � � , � ' I I >10000# <br /> � � Ii If � I � � � � fI <br /> � <br /> � I I � BEaRC){�M Q LIVING RC�ONI � � � ; , ; � ; ' � � <br /> �, � � IUTASTER BEDRC)tJM <br /> II <br /> ` II <br /> t 236 SF GL�. 138 SF � � 43fl SF � � � � � ' � � , ( I <br /> � r' � � � ( <br /> i 1 <br /> I � <br /> � I 1 <br /> `� � � _.'� _i � ` ' l I �,� <br /> I � i , <br /> � C � � � <br /> � <br /> � � <br /> � II � � I � � � � � <br /> � E � I I ,-- <br /> "' f � CLO. � ! C}, I`� ' f � � � <br /> � i . � , , I � BEAM ATI�ACH TC� PQST W/ <br /> i i � ; � i ', � , ` I � � SfMPSC7N AC6 POST�AP UNDER <br /> � � i , i ; � � SHEATNING, �CE4 POST CAP AT <br /> . `Y' � � L_I � ' ; � ; � ` � CORN�RS. 1 LAYER 2"NOM T�}P <br /> _ � _. _ _ �; � �,� .m = � � _ � � �� � — — — — — --- — -__ PLATE OVER SEAMS, STRAP TO <br /> { }2x1t}#2 F (`}2x10#� F (3}2x10#�DF 3}2x1C}#2DF 6x12SSaF STRUCTl1F�E <br /> 6`_6" 8'-(}" 8'-0" g�'p�� -- <br /> 3'-0" ^ Bi�AGE WALL BRACE WA�L BRACE WALL BRACE WALL <br /> 2'_(3,� 13'-6" 13'-6�� � ��_��� <br /> DEAD = 1�PSF dEAD= i 5 PS� -- -- C�EAD = i 5 PSF DEAD = 1 Q P�F <br /> SNC}W= 3t}PSF SNC)W= 3Q PSF SNQW= 30 PSF � Sf�C}W=3�PSF <br /> LIVE{ATffC} = 1 Q PSF LIVE{ATfIC) = 10 PSF <br /> � 375 PLF 375 PLF <br /> 2x1 Q DF#2 RAF!'ERS @ 16°O,C. W1 ���i—v�` <br /> 2"N{�MINAL BRIDGING MID-�PAN AS 1� <br /> . <br /> SN{)WN - 177.5 PLF 177.5 PLF �4 177.5 PLF 177.5 PLF �L^1�1 Q�""'�r'+�, <br /> -� � �/�'- � 1 V �✓ <br /> so P�F -` i f ��. so � Gabriel A. Liger <br /> rvoTEs: �cs oF#2 co�.�.a�Ti�s � �s°o.c. - .. � — � _ I i _ - — � 5�160 3rd Ave. <br /> `�.�� � — - _ � — — ����•�.,� Everett, WA 982Q3 <br /> 1. A��FRAMING TO BE 16"O.C. \ .y-�' __� _ `- P�F B�AM � _. <br /> 2. ALL EXTERIQR FRAMING TC}BE CQNTlNU(�USLY SNEATHED IN 112"PLYWC7{)Q OR C}.S.B. �� 7-8 232.5 P�F 300 PLF 5-10 � �1� 3�0 PL� 232,5 PLF 7-8 � Permit Set 7����20�� <br /> � �� k �� � �� � �� <br />, 3. NEADEF�S 1N BEARING WA�LS TC}BE MIN. {3)2x10 DF#2 WITN 1 JACK STU[�UNLESS{�THERINISE P2C�'llt R�V �{ �11�12012 <br /> r�c��r��ar�T��s��u��vs. BEAMNVAG�PER PIAN <br /> 4. BI�ACE WALL NAi�ING PER IRC TABLE 602.3 (1) 410 PLF 620 PL� 41 Q PLF <br /> Framing Plan - �evei � <br /> FRAMINC P�AN - �EVEL 2 <br /> SCALE: 114" = 1'_4�� <br /> r� <br />