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SHEATHING 4 NAILING SHEAR MLL PER PLAN JOHNSON BRAUNDINC. <br />C) EXTERIOR MALL STUBS PER 1/56.06 FRAMING CONT. PER SHEAR MLL SCHEPULF SHRINKAGE TERMINATION 15200 52nd Ave. South <br />LO PER PLAN MHFRF OCCURS AE30VE 9, BELOW OPENING L TAKE-UP DEVICE HEADER PER Suite 300 <br />PER HOLDOWN HOLDOWN MFR. Seattle, WA 08166 <br />PROVIDE 2X BLKO BEHIND Phone 206.766.8300 <br />�— BEAM PER PLAN HOLDOWN PER PLAN HOLDOWN PER PLAN --- - MFR' evu.johnsonbraund.com <br />ALL STRAPS WHFRF MEMBERS ARCH I T E C T U RE <br />DO NOT OTHEM15E OGCUR COUPLER BY <br />1 �/56.01 SDS SGREWS — -- <br />UP TO % OF FLAT SHIM � � � � HOLDOWN MFR. INTERIOR �9. DESIGN� �, AIA <br />2'-0" MAY BE PLACED HERE `S RFOD' DOUBLE STUD GULL HEIGHT) STUDS PER PLAN Jeffrey A. Williams, AiA <br />TO AID IN INSTALLATION EA. SIDE OF OPENING. SHRINKAGE ((2)5TUD5 MIN.) <br />OF HOLDOWN NAIL SHE;THINO PER 'PANEL i'Ti TAKE-UP DEVICE <br />e TOP OF GONG. NAILING' COLUMN OF 5HEATHINO 4 TOPPING COUGHLIN <br />® STEM FALL PER HOLDOWN <br />PER PLAN <br />SHEAR WALL SCHEDULEPORTER <br />------ --- -- OR FOOTING - - - - - LUNDEEN <br />- <br />0516 STRAPS ABOVE 4 BELOW <br />EPDXY GROUTED EPDXY GROUTED >4 OPENING OVER SHEATHING 801 SECOND AVENUE -SUITE 900 <br />„� <br />STRAP PER PLAN o � � n N <br />INSTALL STRAP THREADED ROD m SIZE THREADED RO® o SIZE 1_11 (STRAP MAY BE MOVED UP SEATTLE, WA 98104 <br />' OVER MALL PER 5IMP50N CATALOG PER 5IMP50N CATALOG OR DOWN A MAX OF 6" FROM <br />SHEATHING (EMBED 12") (EMBED 12" AT EXTERIOR EDGE OF AINDOW) 1� 1�" F: 2�: �06/3 �_®�������� 1 <br />FOISTS � ORIENTATION �i�I <br />AND q" AT INTERIOR) PER PLAN <br />� ' FULLY NAIL STRAP EXTENSIONS <br />A CONSULTING <br />2X FLAT BLKG. @ STRAP <br />' FOR GALL -OUTS NAIL HALF OF ; FULL DEPTH SOLI® STRUCTURAL AND CIVIL <br />6659 631 5 3500 NOTE: 6505 ENGINEERING CORPORATION <br />BEAM SHALL SEAL IN COMMON 5EE STRAP HOLES �LKG, � MULTI�STUD <br />ON (2) STUD P®STS DETAIL 3/56.062 THIS DETAIL APPLIES WHERE 4 HOLDOWN �LKG. � POST WIDTH <br />3 SPECIFICALLY GALLED OUT ON PLAN. PER HOLDOWN <br />PER PLAN SYSTEM MFR. STUDS PER PLAN <br />((2)5TUD5 MIN.) ® ������ <br />CMSTG16 STRAP HOLDOWN <br />ADDITIONAL FRAMING AS � <br />BY 5IMP50N STRON-TIE, NET TENBION M 4 TENSION ROD ADDITIONAL <br />REQUIRED BY A MOWN <br />COUPLER BY HOLDOWN <br />MFR. U.O.N. MP E55ION (CA.0AV5 BY HOLDOWN MANUFACTURER L <br />NOTCH SHEATHING FOR <br />MANUFACTURER 1-0 MAX. L <br />J015T <br />STRAP PENETRATION <br />RUN TYPE <br />A <br />B <br />G <br />ORIENTATION <br />® <br />T <br />C <br />T <br />G <br />T <br />C <br />PER PLAN <br />SHEATHING PER PLAN <br />LEVEL 4 <br />FULL WIDTH BLOCKING <br />tuLEVEL <br />S <br />2k <br />5k <br />4k <br />6k <br />2k <br />4k <br />BELOW WALL END <br />(3)#5 X 6'-0" @ 6"0(, <br />STUDS <br />LEVEL 2 <br />5k <br />10k <br />10k <br />15k <br />5k <br />qk <br />. SIDE OF ROD <br />- - <br />---- TT_- <br />T <br />LEVEL 1 <br />bk <br />15k <br />15k <br />20k <br />12k <br />18k <br />COUPLER BY VERIFY W/ <br />HOLDOWN MFR. HOLDOWN MFR. <br />FOUNDATION <br />PER PLAN <br />® ® OF FOOTING�— SOT. OF FTC. <br />M 1 X4 50. W/ DOUBLE FRAMING CONTINUES -- --- - V_ 0 <br />- <br />® HEX NUTS (WHERE OCCURS) HOLDOWN 56HEIXE NOTE& <br />CONCRETE WALL � � y 11 THREADED ROD ��V�l� TOP, CENTERED <br />THREADED ROD TO ®HOLDOWN TYPES REFER T® 5IMP50N STRONG TIE CATALOG GALLOUTS. (THREADED ROD IN <br />PER PLAN NOTE: HOLDOWN MANUFACTURER SHALL DESIGN SYSTEM ON ANCHOR ROD <br />MATCH TENSION ROD SUCH THAT VERTICAL ELONGATION OF HOLDOWN SYSTEM EPDXY GROUTED HOLES <br />BY HOLDOWN MFR. ( NAIL PLYWOOD SHEATHING TO STUDS RECEIVING HOLDOWN V``1/ MAY BE INSTALLED AT R %"X4"X0'-4" <br />�4 AT EACH FLOOR DOES NOT EXCEED 0.2". SCHEDULED PANEL EDGE NAILING. STAGGER NAILS 50 THAT EACH INTERIOR FOOTING, W DOUBLE NUT <br />MIN. STUD IS NAILED. THRFADED ROD SHALL BE <br />3700 6310 6501 6520 A MIN OF 1`� 4 EMBED 12") 6503 <br />Hold® n at Concrete Wall Below 6 7 8 9 10 <br />ISSUE DATE: Issue ®ate <br />SISTER 2X BLKO, <br />TO RIM BOARD SHFATHING PER SCHEDULE <br />WHERE (2) ROWS OF SEE FRAMING <br />DETAILS LAID UP VERTICAL OR <br />BOT, PLATE NAILING ARE ® PANEL NAILING HORIZONTAL <br />RFOP. PER SCHEDULE <br />FOR SHEAR WALL ABOVE � <br />MARK <br />O <br />H®LN <br />02 <br />MIN. NUMBER <br />5TUD5, U,O,N. <br />LOAD <br />DETAIL REF. <br />HDS <br />CM5T14 <br />S <br />64 <br />1/56.06 <br />HDY <br />(2)HOU11 <br />4 <br />13.1k <br />2/56.06 <br />HDZ <br />HDU4 <br />S <br />5.2k <br />3/56.06 <br />LU <br />� <br />INTERMEDIATE FLAMING <br />_ <br />NAILING PER NOTE <br />iLTP4 <br />® <br />\ FACENAILING TO WOOD <br />X41 <br />WHERE <br />OGGURS <br />BELOW PER SCHEDULE <br />�- <br />- - <br />- - - -- FLOOR OR ROOF <br />0,14b @ 3"®� <br />�X BLKG. OR RIM <br />' <br />RIM J015T <br />OR BLOCKING <br />BOARD (SEE <br />A35 GONNECTIONCONNECTION <br />FRAMING DETAILS) <br />_ <br />OF J015T <br />PER SCHEDULE <br />� <br />7- TFp_- - :-- - <br />- T-- - OR BLK'O TO TOP <br />MARK <br />5HEATHIN6 <br />O <br />PANEL NAILING <br />GONNEGTION OF <br />JOLT OR BLK6. <br />TO TOP PLATS <br />BOTTOM PLATE ATTACHMENT <br />LRFP <br />04 <br />FAGENAILING TO <br />WOOD BELOW <br />ANCHOR E30LTING TO GONG. BELOW <br />W6 <br />'Y2' PLYWOOD <br />0.14bx2Y2 @ 6"06 <br />A55 0r LTP4 @ 15"0, <br />0.14bX3114 @ 5"m <br />a" @ 4b'00 0r '41 @ 4606 <br />460 PLF <br />W4 <br />''/2' PLYWOOD <br />0.145X2'/2 @ 4"00Cb) <br />A55 0r LTP4 @ 1"0(, <br />0.14bXSY4 @ �Y2'00 <br />%1 @ 40"00 0r '/V @ 45"0(, <br />60 PLF <br />WS <br />Y2' PLYWOOD <br />0.14bX2Y2 @ 3"06© <br />A� 0r LTP4 @ "®� <br />(2) rows 0f 0.1466 /4 @ 5 /2„0� ® <br />%1 @ 50"00 0r /" @ 40"00 <br />bq0 PLF <br />!N2 <br />Y2' PLYWOOD <br />0.148XV2 @ 2"06 ® <br />A55 0r LTP4 @ 5"0(, <br />(2) rom 0� ® <br />0.14W /4 @ 4 00 <br />%1 @ 24"00 0r 1/4"� @ 51 "®0 <br />1145 PLF <br />