|
:� .
<br /> . :__ - - - __- _ =_ Y!:i;.
<br /> � - ;;:y;.: - ;` ;'v;: '
<br /> :'>�;` :iY�;.' - _.`-'.;i:i ,
<br /> . ,�g'�� � V'o�,�.i
<br /> - 'Xi:,s '�`oi'. '``r;ij �.,`._\i: , a
<br /> {�, `? , +::�,'-,. P.�<>'s'?!:..,,;.:5:
<br /> ���� - '��i ' ��:f-;;';':�:';y,;,<:.'.' � „
<br /> - - ' �.rY��': .;n . .
<br /> - �:£hc� �'ytii`.
<br /> "':::��;
<br /> < � , s, ,sr�,r,, '
<br /> .
<br /> 8 ��,� �� § f"� �:
<br /> S�.2 n
<br /> ��:f>'``.,:, ,�:; ,�y, w:
<br /> 6x6 POST 'r;��:.
<br /> J�'1 `���.��. .
<br /> X F AMING AT 24 O.C. »x<
<br /> �:::J
<br /> 2 R :�'>> ``:s;>��;�"'� .
<br /> '�,:,�', 'da>. xt� �'r?ii::':g>?:?;:� .
<br /> CAP:AC6 ��>` a,�,,;_ ;�..:::;.>;;:;,
<br /> JS3.4,'>! ':):ii: t::i:�;;';::.
<br /> 1f :��.:' .•
<br /> P4 t � �..;>; ��;� �<��::��,;;•;
<br /> 2 11/s TJI 210 >_.�>: , ��;:..:..
<br /> ` � ''�:'v'.t'?`'"��''i:' .i�';,;` - - #ii;'s:;zt<i;';...:i
<br /> ADD SHIM "' '
<br /> ( ) <„�:� -�;; ';�;; ��` �,
<br /> STHDI4RJ ;<�":;=,.w.
<br /> - -- -- -- -- - - ..:�: " �a:;;�>,;,�.y;.
<br /> P6 - - - - - - - , <%<.: ':�:': '�:.<;;�r>;;.�
<br /> STHp14 r - L.
<br /> ;�;.r, -;;:�::. . ..�:�, -.
<br /> '�%[.:;: '::y,�.: i:Y'.1.,';';':.4`.. �.�
<br /> .:>iS?S*.:}:A'd,'�,:i::.:i;; .dii%... Y:.. .,aAi.: .
<br /> 4X8 HDR EDGE 10 HD � ;� ' � � <,� � '�/'�;�x� �� �� ;
<br /> � � � I � � � �� ���,��'���5�7.&� �� ��y�,?!) .
<br /> � ��� �� � �
<br /> 6 8 L3fi ri.i�:..':�,/,:,�,�; ?
<br /> `::;•,'i,;�'ehv.:.:re•>;:ir�7:i:<:..'::;.:s>{'..�%::v�`.�.:<>
<br /> 8 � i4;:��� ;;:i:Y:,;F.r:..,i r.� ,?,'r;:,:3;; '.',' � t,
<br /> ,;::r- .,;�^:";r�`:?' .;�s�;::Y:".
<br /> ti'„'�.+L,f.: .�::. '::ct-.`' ,
<br /> D3 S12 r� ;�;` :�,
<br /> � � I � ,.��'.�i�.: ::i��'s..:,#''��"�r
<br /> ,��.�;��;�::>>� ,.�,,,�:s�:.::,: >
<br /> . Sl.2 ,�
<br /> I r�!��.� ,::...:.:.....
<br /> �,.�,:,;.��:�>:;x�::: ;::�s:
<br /> � s'?'�::�;t:��::�ar.>,t>:SG�::> „r:�, x�':"ilvz„�
<br /> � SIM � ...�..;;:..:,.�;:.. ,.�;�:��:� �.�':;�;,� <�.a:; .
<br /> 4 :;;�;;rtr<.>;€�.:.:,�;:�4�:::�::�;;>�.: 't^ �F;,�:��;;��;�
<br /> � I P4 1 ;�;�>:.< ...,,i,�,�,x,,,�„'�„<�'"��;t.::..�•a:;��z:;
<br /> P6 9.0 I BUNDL STUp � ;�:, ���n:,�;<; ,.x�>. .,;�.:. ; . ;
<br /> �,� �� �, , . �����������u,.
<br /> ., � ��r,� ,�`� y d�� w., ;�
<br /> . � S D1 ABOVE I STHDI4RJ �� � . . °
<br /> � . EDG� � � "`�'�E�r�'�a� ,::�at��;F���`���� .
<br /> .r�'. M s�,
<br /> � �� `t2 '?� � ;; `�.
<br /> � � � > �';��,�,��:��;�,�. �_.� ;?�.�;s'�-:;< ,'�,�,;�����:::
<br /> � � � � �T;�yF::� ���e�;,;;,.?�:.,k��,».,�as vs ;a;n:
<br /> 4 10 DR ��` �' 7 "�`"�` ,��"y
<br /> 4 10 H R ��� "`" "'�' �'
<br /> ' �, �l`�; b O 1.�;�. ��'���:•...
<br /> i�?,�;.pw�+2.::���y.�;�:�+,�.�..�.;..:.u�V�y.:�.,�fi� b�l��'�'.
<br /> ,ifi?,�'�,.J+`,..'r;;,4�f::i:,n,s.:,:;�:`?�i?�'3�,..,��'�,::�;':;:::5.�::�;?.'?'d"K f�.L.�".�"�.
<br /> MST48 MS74$ y (2) 11�" 7Ji 210 .
<br /> � 20
<br /> � f S9.�
<br /> � 5052 REGIS'TERED
<br /> ARCHITECT .,
<br /> @� --� � ..
<br /> � i �
<br /> H I 2X RQOF FRAM�NG ROBERT E. WEIBL�
<br /> � ,� C� 24 OC STATE OF WASHINGTON '
<br /> r- 9 �i r �
<br /> `" S9.0 6xfi PO T I 2 . .
<br /> 0 PS 5Y X 17 F W/ CE I S9.i '
<br /> - - - - - - I � -o
<br /> S82 P6 _� > .
<br /> � .
<br /> N
<br /> 2X LEDGER " �
<br /> N
<br /> . �1--�
<br /> Z
<br /> Q� •\
<br /> .�
<br /> ¢ .
<br /> � 3
<br /> � � � � v?
<br /> � � � •
<br /> a
<br /> E— — — � '
<br /> " � PS 3Y2 11 FB �, � �
<br /> � '_ �
<br /> � '> Z
<br /> � � � �� ' .
<br /> F— ,—
<br /> I ; -� '
<br /> \ �
<br /> -, r- -¢
<br /> � $
<br /> , MST48 I N FURNACE FLUE STHD�ORJ a �
<br /> � FROM ABOVE -� � �
<br /> �
<br /> ' � _�� i 1%" TJf 210 Ps o . .'
<br /> � � � - - a
<br /> —� • N .
<br /> � � � �
<br /> 167
<br /> S9.0 � c •T
<br /> S9.0 � �
<br /> � S9.0 SIM. z � ,� � .
<br /> ) 2 � .
<br /> 8 � ;" -— - -- -- - -- � sTHD10RJ '
<br /> P6 g�.2 . <. P6 P6 R1M JOtST
<br /> S D94R D1 R STH 14RJ _ -a
<br /> _ --- � � .
<br /> � .
<br /> . p r
<br /> 1
<br /> � � . . .
<br /> � � .
<br /> � �
<br /> i � � :, .
<br /> H )2X HD __� � �
<br /> S9.0 HGU 5.2 1 Q 9 US 25� 0 � BUNDLE � �
<br /> S9.0
<br /> `�� �.-Q GL 5Ys 21 QB - - - - � �� STUDS � .
<br /> - „� PSL 3Y X 1 /a � ABOVE � � � �
<br /> ❑ 4 � UND E � „ NDLE I � r ,• :
<br /> f I STU S ( TUDS �
<br /> m � a � � �
<br /> MST48 i �o B ND BO � � VE � � � M ,
<br /> I '� S UDS N I ca � � — o
<br /> � � A 0 o X� 2x
<br /> i `- LEDGER ■_ �
<br /> 2x LEDGER 'x X I .` I � . .
<br /> � �� �� . � �
<br /> °� 4X8 �
<br /> i � �m m ��' - --- -
<br /> � :� 1 c.� � . . �� i � �.
<br /> � � C� . <�, 1 � _ .'.
<br /> � .. ...... ..... .... --- --- - - -— � �
<br /> ( 3 ' .
<br /> Ps � � � siM. i cr � ' P6 � ` � .
<br /> I � � 16 � 19 � �
<br /> � �� S9.1 �
<br /> i 59.0 P L 3 11% FB � ;� I ' �
<br /> MST48 MST48
<br /> I �� � � - - - - - - - - � � . .
<br /> I � j � o
<br /> � SL 5Y 14 H R "
<br /> P3I - - - --- - - - - � � °' � .
<br /> j � � � � � a d. . . :
<br /> V
<br /> V7
<br /> 8 I 1
<br /> "
<br /> S�.2 __ � � � ��� _ � �__ � _ � � ___ ___ _ _. _.— —_
<br /> :' .
<br /> HDU1 P2 DU14 S9,� HDU1 P2 DU14 '
<br /> iRUSSES � 24" O.C. STt1D WALL HEIGHI` 9'-1" • ,
<br /> ABOVE FIN. FLOOR -
<br /> ALL EXTER(OR SNEARWALLS ALL EXTERIOR SH�ARWALLS '" ' ,
<br /> SHAL� BE P6TN U.N.Q. � SHALL BE P6TN U.N.O. r �
<br /> � '
<br /> 3�15 '�� SECONQ FLOOR SHEARWALLS � 7� "� SECOND FLOOR FRAMING PI�N = � ,
<br /> 0 =
<br /> 1/4"=1'-0" 1 f4"=1'=0" � ,L � ..
<br /> .�
<br /> C
<br /> :� .
<br /> � > � �j
<br /> SHEA �. WALL NOTES ROOF FRAMING NC� TES FL40R FRAMING N (� TES .- _ ,�
<br /> TRUSS SPACING: 24" O.C. — TYPICAL � � � y � . '
<br /> P6 SHEAR WALL TYPE - SEE 14/S1.1 FOR l�AlLING FB FLUSH BEAM L E G E N D SF S7RUCTURAL FASGIA (2x4) U.N.�. HANGERS IND(CAiED ARE SfMPSON STRQNG-T�E SEE SHEETS S9.0, & 59.1 FOR TYPICAL WOOD � � � , ;
<br /> FRAMING DETAILS. � � -= r v
<br /> HDR HEADER FB FLUSH BEAM FLOOR SHEATHING SHAL.L B� AS INDICATED aN y � '� � �
<br /> P� SHEAR WALL IMTH FORCE TRANSFER ROOF TRUSSES SHEET S1..d. �LOOR FRAMING - 11�/8 TJI 210 � 16" OC ■� � Q �
<br /> � AROUND WINDOWS. SEE 8/51.2 FOR GLB GLU-LAMINATED BEAM � UNLESS NOTED OTHERiMSE. SEE fRAMlNG PLAN � i z
<br /> DETAILS. HDR HEADER
<br /> GT GIRDER TRUSS SEE DETAIL 10/59,0 FOR TYPlCAL H�ADER AT WALL FOR �XACT LAYOUT & SPACING. � � �
<br /> STICK FRAMING GT GIRDER T�USS DETAIL TRlM S�FUD REQUIREMENTS GR�ATER THAN e � W O
<br /> �- HD HOLpOWN TYPE - SEE 10/S1.2 FOR SCHEDULE SF STRUCTURAL FASCIA (2x4) U.N.O. PER 10/59.0 ARE SHOWN ON PLAN. P1.UMBlNG, MECMANiCAL AND ELECTRICAL � �
<br /> SEE DETAIL 10/59.0 FOR TYPICAL HEADER AT WALL aETAIL. TR�M .. • OVERFRAMING GLB GLU-LAMINATED BEAM SYSTEMS SHALL BE DESIGNED ANfl BUlLT TO � � A
<br /> PROVIDE M1N (2) STUDS AT B�AM AND GIRDER ACCOMMODATE 1/4" PER FLOOR WOOD � ''
<br /> SHEAR WALL- INDICATES �XTENT OF SHEAR WA�.L STUD REQUIREMENTS GREATER THAN PER 10/S9.0 ARE SHOWN ON PLAN. • " SEE NOTE TO LEFT TRUSS $EARINGS, U.N.O. SHRINKAGE. � Q. �
<br /> � � POST SIZE & NUMBER OF BUNDLED STUDS '■�/� .
<br /> ROOF SHEATHING SNALL BE AS INDICATED ON S1.0. '����' v♦
<br /> WH�RE SHEAR WALLS REQUIRE PLYWOOD, !T SHALL BE APPUED TQ SIDE OF E �� i ATTiC ACCESS PANEL .
<br /> �_-y
<br /> STUD VUALL SHOWN AND SNALL CONTINUE ABOVE ANQ BEN�ATH OPENfNGS. SEE ROOF PLANS FOR VENTING ANQ DOWNSPQUTS. �
<br /> POST SfZE AND f�l1MB�R OF o �
<br /> SOME PLYWOOD SHEAR WALLS MAY REQUIRE 3 x 4 STt1DS. SEE SHEAR SEE SHEE7S 59.0 AND S9.1 FOR TYPiCAL WOOD FRAMING DETALS. � O BUNDLED STUDS. � .`� •
<br /> WALL 7ABLE SHEET 51.1. �
<br /> SNEAR WALLS CALLED OUT ON �f-IE PLANS SNALL EXTEND TO THE SEE DETAIL 7/S9.1 FOR OVERFRAMING. PftOVIDE BLOCKED EDGE �
<br /> PERIMETER FQt1NDATION WALL 2'x4' HOLE IN SHEATHiNG FOR ATTIC VENTtLA7(QN. �
<br /> PROVIDE MIN (2) STUDS AT BEAM A,ND GIRDER TRUSS BEARINGS, o Job No: 14-38 �
<br /> U
<br /> �•►�•Q• � Sheet No.:
<br /> o :. .
<br /> N
<br /> � ,
<br /> �
<br /> S .
<br /> � ° .
<br />
|