|
:,:;;;;; - = ; _ _ _ _
<br /> - .:s,-�=:��_:. _ „ __ -_- _ : ;::>
<br /> ^,': - �,�- _ - :^°;::;;�:
<br /> ::r���_
<br /> ;_; �:,y:::�_...
<br /> fi:;�:?'.'.._'
<br /> _ .T%.�' '''rcfiV y�s.2: :A::: ; �a.4,
<br /> _ _ a^Ik%1 y. ✓� :.;;�!�i <_ 'iy.•.'::i;'.%�j'� .
<br /> q .".'. ...,yv.:s,..;,
<br /> . .s::µ,.�` -�.�`-.>F �-i:; i<<;ij`;x:�::`:,;. .
<br /> ^:i�:�=�.c,
<br /> - '�:�, .:pi'',,`;,.,,.b.,.`.,�;:z.
<br /> �i.�;.f'j::
<br /> .kX'A2,; .<r,.;
<br /> _ i'{+�
<br /> - . L`.`c...5�x.',::�'L:�rc SS `.y.,'<�'.��'�'.��:v^`.,::..�:¢:,�:..�
<br /> - $ 6x6 POST 2� FRAMING AT 24" O.C. 6x6 POST �`; ; � � - {$��
<br /> CAP:AC6 CAP:AC6 � ry `� �` ��� ,
<br /> �. .,+,k:;� /� . ..!w^� ;�; ;Y'l,::i'':`�`�:_:� -
<br /> 8 �J i.�3A' �i V (i:`, r��+,
<br /> S1.2 '
<br /> HIM ADD SH(M � „�: }
<br /> ADD S � ) '<�<:�<-:;�": �::..
<br /> ( ) �� �;;,�,�,:;;
<br /> S1.2 r- ��� ,' �, Y� � . � �"��"'' ,
<br /> � �r ,z u �v`en
<br /> P6 P4 2x LEDGER I � 4X10 HDR � � � �
<br /> STMDI4RJ 4 — -- -- �s �w;' x �° r` ; ; , �.�� yr
<br /> �� ��� � �� ��� ; ��3 w? �'A �� '�� i ?^'r y���
<br /> .m�. rt�' � �
<br /> °x!:::r - .:p'�$:`:<s�>'!�::v:y;�
<br /> MST37 '
<br /> '; ,��:;�^�:::..::�..:,�.;.
<br /> A<:�;:::.�;��:<!��:.:,�>::�::�r;': ...�:.,.
<br /> MST37 8 59.0 STHD7 4RJ $ t ,::;:>,��;�:`': ''^ ,�, .;>,i
<br /> 4x1 Q NDR 1 f<� Y: ::,f,:;.,��.:.r�>�;:.,��� "� .�,.<,�;r.�r.
<br /> �.,,.�>';,::� t' i.:::::a;.:>�:�%i,:,�
<br /> � 'i�;�: ,�,,�, '• :a;< s:
<br /> S1.2 1.2 ;�; '::;;w �,.� �.:� ;;':�
<br /> �� '$it� :�::i,t 1,�'':���'r•i�..si:i :t�i
<br /> + _ � � r':;'j'_ ...�,��� .
<br /> ,,�:�;..��:� ,�:��::r.�:�'�:,:4�
<br /> 5 pq. t �; � �.�. v�>.�;:..
<br /> :.�>> ,;,::,.: �:�:.<::,:
<br /> �:,. z,. ��,:. .,,��,,:':'::::<::>::.<<<::=>=.w:�.
<br /> � P6 � p ��,��'����k E�<�f� ���������
<br /> 2x LEDGER �:y � �.:>.,, �<r, rp � ����,;..
<br /> ,;i�:4.,:� `+i;�':.::.�'?,.s�F,i�`.':�:"r' :�"'�`''..
<br /> � ,;�. . .�o,�fi',. .�du"j,%.
<br /> ,+,� ::. :;£.my�".: .;?`%�t :�:ii
<br /> f�%7'��+XS:';'.,.��.,"'� �yY�: ;F'� ::iK.:>,i:'.�::(:'.���':j::'��':.. ::%A���'q' .
<br /> �4x10 4x10 R CO T. ,,���;,.;f�. ;.�a> :;��w�. �;.��;:,
<br /> "�ih�S<.s�:s.:r::::::��e:c+'�',.�j.;'.f?�?'Y"';a,�p:,':$�"�'3'i�%c7:>':i?�`;;.'3s,�(;5iid'.
<br /> , ti� .:.��.� �v.•Y:. .,;iA,, :�x;
<br /> > , � . . . - - ���� � ��� ��
<br /> i ,� � � ��� �x �
<br /> STHD14 J ��,�,��s at��,�{"��fiin�.��'�, r ���
<br /> . .-. R :�;;� H.�.. ::.:�...,... ,�..�� .�....:� ;,�: ,,.2�
<br /> I S D14 � � . r,. ,<..�;i r �.
<br /> n: nL:� �'���'i.ry�'I�J�o;�����i�,�'�'��',���,��
<br /> �5 � I � i 2X FRAMING ,:��'��;��.::y.��,��� 'T.� ,��.:.,,g�.:�<,�,.,;�:�.. .
<br /> � ;�,,Y� p �:. g�...�(,,,^�, �
<br /> `.� � n c:s- �}!¢,:`!�'� .,,,.�,�.�..�,.1 ��,��#',t,#,t�.�'i.�..�� £' .
<br /> r. � ,� � �t �,;..-
<br /> f—— — � ao AT 24 �.C. �"'.,,�i,,,',,s.�M%.:�.air i.xi::r.�.'.�,.,,y.t'',,",��., .
<br /> i;t�:::�.>R:s�§�.. .'r.;: '�"�.�..�..``.'':t;, �:;�i:s�'�:` :1�:,
<br /> V � � N
<br /> P6 � I � v
<br /> � � I
<br /> r- � 1 5052 REGISTERED
<br /> � � � l � � � ARCHITECT
<br /> o I � 2 .
<br /> N � I � � S9.� �
<br /> � I Q
<br /> t-'— � � _ � . ROBERT E. WEIBLE
<br /> ` -� � 9 � � — ; STATE OF WASHINGTON
<br /> � \ `�� S9.0 6x6 OS � N ►
<br /> `- W/ CE � �
<br /> OO o � �
<br /> - - - - - - - - �- .
<br /> �, � _�
<br /> = GL 5 10Y2 HDR � � � �
<br /> � j ` �
<br /> • X ' a o 2x LEDGER �
<br /> � � �
<br /> N � � _
<br /> ^ � .�
<br /> � `} � � � � �
<br /> Q 1 cN I '�
<br /> � � � 4
<br /> � o ( I
<br /> X vj
<br /> `t c a
<br /> �6 � SL 3/4x19�! F �
<br /> _ �
<br /> �N `j
<br /> > ' � W •�! Z
<br /> _ I �
<br /> d N
<br /> � W
<br /> � � ' � d' d
<br /> - I �> � � � �'' L
<br /> _ j 1 � Z � .
<br /> _ `�, Q I � x O ....
<br /> ' z � f � Q o
<br /> � � � I � � �
<br /> = I —
<br /> v ' � L 3Y2 11%s F8 O STHD74RJ �
<br /> - '} - - - o
<br /> � O � � � N
<br /> �o — — — �� � o d s
<br /> g � *- Q,
<br /> T � a0 P6 � �`'
<br /> oa S9.0 I X >-
<br /> x I N o
<br /> N � THD1 RJ D1 J i v o �
<br /> STHD14RJ " �2� H� � � �
<br /> �: , �< � � � z
<br /> �— ���'' ' X
<br /> P4 3 P4 � ^
<br /> � �
<br /> � S9.0 � �
<br /> � � �
<br /> � o r
<br /> � '
<br /> I � � �
<br /> z a t0
<br /> � ' � � � �
<br /> S9.Q 9 � N � �
<br /> � GUS 12 9.0 I ``�
<br /> rQ , _ Gt� 6� 18 D _ - - - • _ �
<br /> - - - - - - - - - - - -
<br /> i --- 2) 28HR L 51' 9Yz DR r � � � �
<br /> TRUSSES t�? 24" O.C. � � - �THD14 � � �-
<br /> � ' H S41 � �� o �
<br /> 8 NDL � M
<br /> � i � S DS � P � o .
<br /> P6� � � A OVE � �� �
<br /> ' ■�
<br /> , I � � � m � s
<br /> � � � � ; �
<br /> �
<br /> � � � �' � � m
<br /> 2x LEDGER � � ' � � 3 =
<br /> I � � �' � 6 �
<br /> � 1 S�M. ,6 � '� � o
<br /> j I S9.0 �� PC44 �AP W/
<br /> � `� � _ :a ------�----------- � �
<br /> ABOVE VL Yzx1 's I LVL 1�4x1 i�/a FB � �
<br /> ❑ � i `� �� �sr3� -
<br /> • STHDh4 `"' � ABOVE � �
<br /> � < L 3Yvc1 � HDR C NT. � � 2xLEDGER �9 MST37 � � �-
<br /> � MST37 MST37 � _ _ � _ � � -�- - - ABOVE
<br /> ' P6 MST37 P6 1 - 3 - � N 11
<br /> THD14 S9.1
<br /> ._ - - -- -- - �
<br /> 8 g 18 HGUS492 — --- — --- -- -- 18 r'
<br /> - 57.2 g�,2 S6.1 3 2x LEDGER 56.1
<br /> S9.1 HGUS412
<br /> P3 P3 STUD WALL, HElGHT 9'-1"
<br /> 1RUSSES � 24" O.C, ABOVE FIN. E[�OOR
<br /> ALL EXTERIOR SHEARWALLS ALt EX7ERIOR SHEARWALLS
<br /> SHALL B� P6TN U.N.O. SNAI�L BE P6TN U.N.O.
<br /> �
<br /> 35 "� SECOND FLOOR SHEARWALLS 35 " SE�OND FLUOR FRAMING PLAN = _
<br /> 1/4�T1'—Q» 1/4„�1'—Q„ � �
<br /> („� � �.
<br /> _
<br /> � � � �
<br /> S H EARWALL N 4T � S FLOO R FR. AMI N G N O � ES .- � �
<br /> � � � �
<br /> P6 SHEAR WALL TYPE � SEE �4/S1.1 FOR NAILfNG SF STRUCTURAL FASClA (2x4) U.N.Q. HANGERS lND1CATED ARE SIMPSON STRONG—TlE SEE SHEETS S9.0, & S9.7 FOR TYP(CAL WOOD � � ,� �
<br /> FRAM(NG DETAILS. �
<br /> FB FLUSH BEAM FLOOR SHEATHING SHALL BE AS fNDlCA7ED ON N > �
<br /> P6 SHEAR WALL WlTH FORCE TRANSFER � � � .� �+ O
<br /> . AROUND t�ViNDOWS. SEE 8 S1.2 FOR SH�ET S1.0. FLOOR FRAMING — 11/s TJa 210 � �6 OC
<br /> - t I HDR HEADER UNLESS NOTED OTHERWISE. SEE FRAMWG PL,A1V � i z
<br /> DETAILS. SEE DETAIL 10/S9.0 FOR TYPICAL HEADER AT WALL FOR EXACT LAYQUT & SP�CING. � d �
<br /> GT GIRDER TRUSS DETAlL. TRIM SND REQUIREMENTS GREATER TNAN MECHANICAL AND ELEGTRICAL � s W �
<br /> - �— HD HOLDOWN 7YPE — SEE �0/S1.2 FOR S�HEDULE PER 10/S9.0 ARE SHOWN ON PLAN. PLUMBING,
<br /> GLB GLU—LAMINATED BEAM SYSTEMS SHALL 8E QESIGNED ANQ BUILT TO � � A
<br /> SHEAR WALL— INDICATE� EXTENT QF SHEAR WALL PROVIpE MIN (2) STUDS AT BEAM AND GiRDER ACCOMMODATE 1/4" PER FLOOR WOOD �
<br /> � O POST SIZE & NUMBER OF Bllt�DLED SNDS 1RUSS �EARINGS, U.N.O. SHRINKAGE. .� Q,.
<br /> v�
<br /> WHERE SHEAR WALLS REQUIRE PLYWOOQ, IT SNALL $E APPLIED TO SaDF OF
<br /> STUD WALL SHOWN AND SHALL CONTINUE ABOVE AND BENEATN OPENINGS. �
<br /> 0
<br /> U
<br /> SOME PLYWQOD SHEAR WALI.S MAY REQUlRE 3 x 4 STUpS. SEE SHEAR �
<br /> �
<br /> WALL TABLE SHEET 51.1. �
<br /> 0
<br /> SHEAR WALLS CALLED OUT QN THE PLANS SHALL. EXTEND TO THE o0
<br /> PERIMETER FOUNQATION WALL. �'
<br /> g 1ob No.: 14-38 �
<br /> �
<br /> � Sheet No.: �
<br /> s
<br /> , N
<br /> �
<br /> d
<br /> - = 2
<br />
|