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�OU�LE P�RTAL SWSB 18x7
<br /> 4
<br /> 59.0 TYP. S9� TYP. POP-{�UT
<br /> �2 12 ABOVE �
<br /> SS.4 59.4 6x6 F'OST 8t HD ABCtVE _ ~ '' '
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<br /> �3 2x1t� l�DR 5 x16 SL H R --- -- '
<br /> „ _ _ _ . BLC}CK FLOOR '
<br /> 6X6 �IAP}-{RAGM f
<br /> �,�{6 -� , 5EE NCTE � � 'f I
<br /> g 6X 6X6 G AB VE � � � Q6160/S1.Q � , 6 ? �
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<br /> �; S9.Q 59.0
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<br /> E-- F R W ICH LOCATED A�(�VE FLOC�R '
<br /> � �� . � � ROOF FRA�(NG � ' �
<br /> � �; A PLfE � T STEP FRAMlNG. SEE NIPPE� � � �
<br /> 59.0 GA�AGE R00� FRAMlNG F'LAN FaR WHICH ��'� � �� CE � � '
<br /> APPL(ES
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<br /> �,.� � �T ��B &� E�I.� 14�11C�DLE �EVEL PI,.AN l� �� ��T ��1� LC�WER F�.CC.��R SNEAR 4������������'�rt��-������� $
<br /> 1 J4"=1,_(7" AT REAR PQPQUT i/4„-3'-d" AT F�EAR Pc7PCJUT x�x������r'�����������r����c��
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<br /> � TYP. D�UBLE PORTAL SWSB 18x7
<br /> 59.� GT AE3�VE - SEE
<br /> �2 4 F�QaF FRAMING PLAN 5a�2 REGISTER�D
<br /> S9.4 � S9.t� TY€'. �QR WNICI-f APPLiES ��,, ARCNETECT .
<br /> 2 �, ,�-?/
<br /> 59.4 -- - - - - �,
<br /> 5Yax16 PSL HDR � � � � R�BERT E, WEIB!� ,
<br /> �3 2x1C} HDR � 6X6 � � ' STATE flF �lA6HINGTt�N
<br /> 6X6 - B�C?CK FLC7QR �
<br /> DIAPHRAGM , . i
<br /> � ' 6X 6X6 S EAR Q� � 6 06i O�S1�0 ' ' � TR(lSSES AT ' ;
<br /> TYP. , � = 6 7 24" 0.C., TYP. ' �
<br /> � , �9.Q S9.0 I � i � � �
<br /> � a: F MG. LAN S9.0 /
<br /> �, ��-- F R W 1CN � 7 HlPPED €�OOF FRAMIN� ' I�T STEP � , I ` �
<br /> c.a � A P�.IE T STEP � �T ABOV� - SEE I i � �
<br /> 59.� LOCATED A��VE F��OOR '
<br /> �' � FftAMING. SEE HIPPED j � f ; ROOF FRAMIN� � � � ' �
<br /> � co GARt�GE ROC7F Fi�AMING ` / i PLAN FOR WNICN 2x STRUG. � � ( '
<br /> � � I �
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<br /> T A OVE o I GT ABOVE GT ABOVE � ' � I � � c� ` ; ;
<br /> TYP. � � EE R �F � ` SEE ROOF � �2 ' ' I, � � �
<br /> � HDU11 ,
<br /> 59.2 RMG. PLA � FRMG. PLAN 59.� � � I � � -
<br /> `� C}ft N1CH ' FUR WN1CH 2x6 �EDGER / ,�' : �
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<br /> c�i � PPL1 S � APP�IES A� LAl�(DING j r� ' i � f ; 1, y
<br /> DOUB�E CMST12 "� ' G�I� ABt�VE TYP. EA� END i E � I �
<br /> STRAPS i� A OVE .- � ' �, 6x6 �T ABOVE i i �
<br /> ,' �t / ' CM�T12 , �
<br /> 2x6 LEDGER TYP. -- l � j CMST12 5TRAP ;�' � STRAP - � � �
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<br /> APPLIES II. � S�E R C�O F PC�ST UP` � (SEE E240F j ,�� 5 1.3 � ,� � �
<br /> �. FRMG. PLAN i � FRMG. PLAN TR�JSSES AT �
<br /> ' FOR 1NNICN PUST ; • 6X6 r.� F'OR WNfCN 4
<br /> ABC�� +- 24" O.C. TYP. ,�, (�
<br /> 6X6 ��f � � APPL�ES � i'?��o-� �`�, ( 2 10 H R APPLfES, TYP. ' � i� 6x10 FB ! -
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<br /> � 2� 2X10 HDR� �3 � � � � i REAR END OF 8A48 f-IA�GER � ' } ,iC
<br /> S9.2 -. - - 59.2 ' � �� - - - -- - -- -- - ' UN(�) fix6 Wf ECCQ ��� � --- ; � '� , o
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<br /> 7 (3} 2xi0 HDR 2x STRUC. FASCIA--�---� -� ' EISSES 24" £?.0 � ' ��� L-- ------ ----------- - --� � � �
<br /> 53.2 6x6 Wf EGCQ r � ; `o� � � � 11
<br /> 5-6 , ...�._ i FA�E-NA1� t�GU5.25 SDS 4x4 W EC Q5-4 � �
<br /> 2x Rt7�F FRAMING ' , 6x9� F� � S DETE�R� Ta � � �� 'r'
<br /> AT 24" C3.G. � - -- --- -- --. .� POP--�UT �
<br /> � UPPE� FLCJC}R FRA►MIhIC ��,s�a �AN��� - - s�.�
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<br /> /� p p �,{ TOP f}F JS75 c�i � � _=�� 1 �NDER {2)2x9t� �� Q,� C '�"i
<br /> F L til � R F R � tYf, � � � � � � � � AT +11'-(l" ,�-� 2x � AT 96" ' EDGE OF 2x1C7 ; � ! ��r/ „� �
<br /> `-', € � �� � ���� ����i��: ������}�� E � 14.75� � � � �
<br /> FRAM(NG DIRECTEOlV EC�GE UF 2x10 � TJI RIM-�JOIST BENEATH � , S3EP
<br /> SF STR�JCTl1RAL FASC�A 5 4 x 8 , TOP AT +11 -Q " �� •�
<br /> � f ) SUBF�OOR , I � �
<br /> i � 94 J! RIM JOIST �
<br /> � 3 �� �� � �
<br /> F8 F�.USI-f BEAM BENEAT�-t � �...-UPPER FZUQR WAL.�S T�P C�F JSTS � �" � {�
<br /> ND NEAC}ER EXTEhiT OF FRAMING �� AT +1Q'_1" � 4�> �- � � ����LE FLC}OR WALLS S H E A R YY A � � f�l � T � S � � �
<br /> � S� ! ���14.75" �
<br /> �E�-sr�� 13 i a.;_� '.. �� t � � LI! �
<br /> � <$�
<br /> GT GIRDER �RUSS �`
<br /> 59.2
<br /> RAfSED P�AiE i � �_�.
<br /> '1 � 5 � 14.75" '�""�
<br /> �, I � PLATE -�-8'-1"- �-� � �STEP P� SI-1�AR WAI.L TYF�E rrr� �
<br /> GLB GLU-LAMII�ATED BEAM (SEE SHEE�C S7.0 (SEC. ��1$5) +�0'-23f� � SEE 51.2 FOR NAILI�IG SHEAR WAL� WITH FORCE �
<br /> � PX TRANSE�ER AROtJND W[NDOW
<br /> P�Ai�E AT 14" LEDGER: ` _ ...
<br /> �OR CAMBE€� IN��}.� � _ " � 1 '
<br /> ��{�OR J{7(STS Af2E TYPICA��Y 8 -�9>_�}" TJ! R1M-JOIST S�E �3fS1.3 '•� �
<br /> 2x10 AT 16" O.C. 59.2 TQP AT +10,_1" � --.-__ �1 �� � Q,.
<br /> � (2) 2x STUDS tJ�JO �Y �X , WFlER� X=NUMBER OF ST�DS U.N.C? f�AISED PLATE � � , „_�__� ��--- NDXX HOLDaWN TYPE - SEE S1.3 FOR SCNEDULE �
<br /> +14'-2�a,• 59.2 PLATE +8 -1 :
<br /> HAh�GERS !NC}iCATED ARE SIMPSG�t� STROJ�G-TIE �2 TNE WOOD SF-IEATF{1NG C�IAPNRAGM SHALL BE APPLIED �
<br /> FLC?�R SHEATHING SHALL BE AS INC�ICAT�D �N SHEET 51.0. � TO SA�tE SIDE C�F STUD WALL AS SHEAR 1NAL[� TAG �
<br /> � AND SHA�L CONTiNCIE ABOVE AND BENEATH OPENINGS.
<br /> , .
<br /> a��.. e���s a�r� ti�A��Rs sNa�� �� su��o�-r�Q o�v ��ue�.� � v��� ��scr��� RAISED 1�.�PPER FLC�C�R RA�SEC? MIDI�LE F�QC}R so�n� s���� wA��s ��au��� �X P��-r�s A-r -��� �
<br /> STUDS UNE�ESS NOT�D dTH�RW15�, PROVIDE 3 BUNDLED STUDS ; � �� l� ��� �`� � �i�� � ��� �Iwt�����,.i ��,� �� � �� ���j ����" ���� � �� � F�'������ ��� S�EARWAON �B�.E�SH�ETTS.2PANEL,S. S�E J Job No.: '13-47
<br /> UN�?ER BEAMS GREATER TNAN 6 WIDE AND 2 BtJNi��E[� STUDS � �
<br /> LtN��R BEAMS �.ESS THAN 6" WIDE. FACE NAl� BUN�LED STUDS � �f�."-1'-0" 1'ECN RQt�M 1f4"=1,_C7„ PflWDER R001v1 AND STAIR LANDING �- SheetNo,:
<br /> T�GETHER W(TH (2} 16d RT 92" t�.C. TYPICAI... --------_� SEE SH�ET 51.2 FflR TYPiCAL SHEARWALL OE7AfL5 �
<br /> � � � �
<br /> �EE SNEETS 59.� & S9.i FOR TYPICAL WOOD FRAMIN� f�ETAi�S,
<br /> Sheet�rder. � 8 l� F R E �
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