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yr-'\ <br /> IoCrural <br /> 2721 WETMORE AVE ISSUE DATE 10-16-19 TOWER CRANE <br /> CRANE FOUNDATION ISSUED FOR PERMIT FOUNDATION SECTION <br /> voib2erigineers.com <br /> /516 NE 153rd Place ::::° <br /> 03508S K2 <br /> EVERETT,WA BB <br /> Provide top reinforcement for overturning <br /> resistance <br /> or minimum requirements per SAEZ <br /> Instruction manual. <br /> or Verify by structural calculation. <br /> RE: SAEZ Instruction manual for crane <br /> type TLS 65B 10T. <br /> AEM/CTE <br /> /'vimS <br /> o• ' //////////// ofdBARAT12"E.W. c� <br /> j I I _• I I Y <br /> .• •mod• •° >° s � • ° ��•_ ° •._� _ 4l <br /> • <br /> e° I _,L• •:b . •• ; a (8)#5X18'BENT BAR <br /> • • -• d:•; • -, .°. - •_ -d;< • ..; .• . AT TOWER LEGS . <br /> t -•�• _▪ a -" °e a -'- - ate• _ .; -.e o� � -• �� d �' ••• _"� <br /> • • • - d • ° •.. •=g • #11 BAR AT.. <br /> o - •� � • 1.• `. ••• r,-I.J�-� - d '9 12"E.W. • <br /> - ,• <br /> 46¢ Q'°.•- j$ •.},- Ybl _`.•• r' l.e• .•.,. •�- ' , l�}• d ; i•;' .;� : • •e d'• �- <br /> ' f. - ' ° •o • •r. ' �-FT I• S. ••° 5' a 'r,IlppllIR 1, r- • - ..t • `• <br /> fi.•ifif dosVif.:f. 1Pi•i1 .ifi4i.ifi(f:f.:1ifi1i�i�ififiiifz fa f.A falf.zdtititifi�i1:tap.�i'ii of <br /> Y.T:..:T;=T�..�L.-7�T•=..-T�T:..•�T.�• A r�T.�.•fir•:Y:.�`'Y T .-'T=T•'T:.7=T::Y T;.T:-T«T::i:.-`..`T tiY:�Y;�Y'TT�,�!Y: T <br /> •T•t•••T•T•-K•A•T•Y:•T•r:•�• •Y•Y.• •►�-•T•T••-GY•�T•T.•..�T.•T�7;•T•-•T-•Y.• �••i• •••Y•T•••-�T•T•Y J� <br /> �r r.4r. • •�1�1�.fy1y y1i•i�,ai i�i•i�i�i�i�i i i i�i�i i•��;��i•i•i•ifi•i ��i�i�ifi ii i�i• <br /> 0 <br /> •r;.r;•r.•�. •r•-•r;�•`r:•r:ter;•r:•r:.•.-...-.•r••.�•Y;•.•w-•Y;•X• �r•A•r•.�•r:•r;•R.,•T,•T;••r;.•T•r•T;•.-•.e•.��r•r_•r;or,.r;•.-or- <br /> PROVIDE CONCRETE LEVELING PADS SOIL SHALL BE DENSE PER <br /> (18"SQUARE). USE WITH SHIM PACK GEOTECH REPORT <br /> OR LEVELING BOLT UNDER ANCHORS <br /> O SECTION A <br /> 1/2" = 1'-0" <br /> ALL r✓f SNAIL <br /> OrdiA 'Oc S <br /> Ti�l�2Gt CR4,A/E 6456-. <br />