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�u <br />bit <br />OOo°o °OO <br />0 <br />O ° n°o�00 <br />Ldl <br />04 <br />1111 <br />g <br />� <br />24_ <br />ELEVATOR PIT <br />X �� <br />VERIFY SIZE 4 <br />DEPTH W ARCH'L <br />16"00 <br />DRAWINGS # <br />#4 @ 12"oe <br />HORIZ. <br />1 <br />ELEVATOR MFR. �� <br />�, A5 REQUIRED TO <br />FACILITATE WALL <br />FORMS <br />#4 x L@10"06 <br />VERT., CTRD. <br />(EMBED i" INTO <br />PIT 5LAB) <br />NOTES: <br />1. PROVIDE MI5C. METALS AS <br />REQUIRED BY ELEVATOR MFR. <br />#5 @ 12"oo E.I. <br />STUD MLL PER PLAN <br />STUD LL PER PLAN - <br />SEE 2®/55,® <br />m 5EE 20/55.0 <br />5LAE390N-GR E <br />4 CONT, <br />TOP <br />11 <br />PER PLAN <br />�II <br />� it <br />o 0 o D <br />II <br />TEN51ON ROD PER <br />a <br />HOLOOWN MFR. <br />a� <br />C) <br />o4 _00 <br />OOa00 <br />� <br />0 <br />II <br />cq <br />� <br />II <br />II <br />® <br />� <br />Ail <br />® <br />II <br />II_ <br />FOOTING 4 REINF. <br />PER 20/55.02 <br />FOR CALL -OUTS <br />IN COMMON 5EE <br />DETAIL 20/53.02 <br />SLAB-ON-G E <br />PER PLAN <br />P05T 6 FOOTING <br />P.T. 4x 12 STAR STRINGER <br />TREAD5 4 ATTACHMENT <br />-- PER ARCH'L P05T PER PLAN <br />ARCH'L BALL PER <br />- - - - - J ZMAX ABE46 / l '� PER PLAN INHERE <br />OCCURS <br />-- ---- EXP. BOLT - M �� -- <br />-- - - - P.T. 2x PLATE <br />II � II <br />i-L <br />fl II II <br />II I1 II <br />II II <br />-------LL------LL----- -- ------j--------------- <br />pop °o �OooDO <br />o°O°o o °o 000o p° <br />_1 000 0000�o Qo00° 0�00 <br />1 <br />(2)#4 SOT. <br />3200 THICKENED SLAB Oo 1 <br />G EXTEND 1'®Q BEYOND FOOTING SIZE AND <br />3 STRINGERS EA. END ®®'14 <br />REINF. PER SCHEDUL�- <br />o�°O ° <br />DO <br />°O° <br />I Ipoo�Oo <br />° °o <br />I4 <br />CONT. TOP <br />000°0 ° <br />IO <br />EMBED HOLDO�IN IN <br />SLA��ON®GLADE <br />211 <br />FOOTING BELON PER <br />PER PLAN <br />171/55.02 YNHERE <br />#4 @ 12"oo HORIZ. <br />OCCURS PER PLAN <br />[-SLAB-ON-GRAVE <br />#4 @ 12"0o HORIZ. <br />411 <br />%' EXPAN51ON JOINT <br />#4 @ 12"06 VERT. <br />PER PLAN <br />- <br />#S 12 00 TOP SOT, <br />® <br />II <br />f _' Oo o° <br />� <br />o ° oo° <br />4 @ 12"06 VERT, <br />(ALT. H005) <br />o°o poo op <br />on° o000 <br />SLA�-ON®GRAVE <br />(4)# <br />PER PLAN <br />' 3701 <br />® (04 CONT. <br />b11 TOP 4 SOT. 7 <br />II "'— <br />#4 @ 17% HORIZ. <br />II <br />I I <br />III <br />#4 @ 1Woo VERT. ®- ---- <br />(ALT. HOOKS) <br />#4 EA. SIDE OF PER PLAN <br />ANCHOR <br />FOOTING 4 REINF. <br />JOHNSONBRAUNDINC. <br />10200 52nd Ave. South <br />Suite 300 <br />Seattle, WA 98188 <br />Phone 206.700.8300 <br />www.johnsonbraund.com <br />ARCHITECTURE <br />INTERIOR DESIGN <br />Greg L. Aluvine, AIA <br />Jeffrey A. Williams, AIA <br />PORTERCOUGHLIN <br />LUNDEEN <br />801 SECOND AVENUE -SUITE 900 <br />SEATTLE°, WA 98104 <br />F: 206/343-5691 <br />A CONSULTING <br />STRUCTURAL AND CIVIL <br />3011 <br />ENGINEERING CORPORATION <br />5 <br />�s <br />STUD WALL PER PLAN <br />r <br />I <br />I I <br />I <br />5HEATHIN6 PER 20/5b.06 <br />EXPAN51ON BOLT5 (5EE <br />AT SHEAR MLL5 <br />GENERAL 5TRU( TURAL NOTE 16 <br />FOR INFO ON EXPAN51ON BOLT) <br />I <br />SPACING SHALL BE PER GENERAL <br />STRUCTURAL NOTE 51B (SPACING <br />2x P.T. PLATE (5x P.T. PLATE <br />PER 20/56.06 AT SHEAR LL5) <br />AS REOD. PER 20/56,06 ) <br />INSTALL PLATE 5HER5 PER <br />GENERAL 5TRU6TURAL NOTE 51B <br />, <br />(2)#4 CONT. TOP 4 BOT. <br />I� a <br />o°D�3o <br />#4 @ 12"m, <br />q1 2'®f'�11 �16�11 <br />a FOR CALL -GUTS <br />— ----- 3702 IN COMMON SEE 3008 <br />11m®1, Io01 (5)#4 CONT. BOT. 8 <br />CONDITION AT RIGHT U L l-L 5IN&LE M/-/- <br />10 <br />P.T. POST PER PLAN <br />ZMAX ABU TYPE P05T <br />51MP50N STRONG BALL BA5E YV %1 THREADED ROD <br />PER PLAN IN EPDXY GROUTED HOLES <br />%1,0 THREADED ROD PER <br />STRONG MALL MFR, ®f I <br />[i iJ <br />FINISHED GRADE PER o000 °°oo <br />STUD MLL PER PLAN <br />' <br />--- SHEATHING PER 20/56.06 <br />ISSUE DATE: Issue Oats <br />AT SHEAR LL5 <br />CONTINUE STEM FALL <br />REINF. OF 20/55,02 <br />ANCHOR BOLTS PERGENERAL <br />STRUCTURAL <br />PAVING PER CIVIL <br />NOTES (PER 20/56.06 <br />SLAB-ONWGRADE <br />(FIN15H GRADE <br />AT SHEAF YiALL5) <br />PER PLAN <br />Y4HERE OCCURS) <br />Ed Y � e+ <br />aakk <br />0I <br />ooO�0oOn <br />° 00� o0 <br />FCIVIL <br />� <br />I <br />q" EMBEDMENT <br />FOOTING BEYOND--_ <br />FOOTING PER PLAN <br />INHERE OCCURS <br />-=------- <br />5CHEDULE OF 20/55.01 <br />FOR CALL -OUTS <br />FOR CALL -OUTS <br />FOR CALL -OUTS <br />3630 <br />IN COMMON SEE <br />3002 <br />IN COMMON SEE <br />30"I3 <br />IN COMMON SEE <br />3607 <br />7 12 <br />DETAIL 20/55.02 <br />1315 <br />DETAIL 20/55.02 <br />14DETAIL <br />20/55.02 <br />a <br />I <br />I <br />I <br />I <br />� I <br />I <br />I <br />COUPLER BY <br />I <br />HOLDOINN MFR. <br />6, <br />