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LOAD PER COL. 40,000 q <br />O— UPLIFT PER f7L. = NONE <br />16 - 3/4" DIA ANCHOR 80LIS <br />3 1/2- PROJ. & IND. <br />A <br />CONVEYOR SUPPORTS i5�REO'p} <br />MAX, LOAD PER COL. 1,500 <br />UPLIFT PER COL. = NONE <br />BASE PL 3" X 3/8" X 0' -3" <br />10 - 5/8" DIA ANCHOR BOLTS <br />3 1/2'* PROD. & THO. <br />C/C BIOLTS C/C BOLTS C/C BOLTS C/C BOLTS <br />I 5• -10t.. - t 1.. 1 t.• 1- - " 1, <br />5 02 5 0� 5'-101- 2 5 - t 02 5' t 02 5' <br />0: `- <br />C1. j 0: O: tr <br />2 <br />OR A O� 01 0. 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ELEVATOR A%a OTHER rOUNDAT"S TO K OtscwO roll <br />1.104011 as >Ppa <br />r0UN0Ai*NS a .«.c gjrnmo .w Ib w kw ro Due nc ruOlrMlc Kama tru or *a <br />SOL MIO WS. Iwf lot KC"%ww sops +0 revs+ VlI7 vow one "Iss K w <br />CO"VOtf AM Or wK MO flCi NKr CVV" <br />CONCRETE a K O000 too • wow loo or Iosesf+ rr K1. %cm a ODIIIIM aw ftom <br />WIND PRES"E meta K = %& ns m n w Pa"me &wA or wr, nos M10 CO+I4vO•L <br />ANC$4OR 000S M K PolrnKS rr twlroKa <br />THE ERIE STRAYER COMPANY rSRrKs 110 Iltvo.sawr/ VIN rOI►q tpo Kso•L <br />MODIrICAT"S OR ApO rIVn 4t roe a+o+Ofs 110 !K 10AP w " KML on off <br />09IOAAf, WAWMI. MAPP W +IONl.10 on 0•044 ADWINr t0 M f01rPKtr! Ac <br />IK KPO"IfU V Or "t Wnk .•O rOKff 10 •Ol0 trt V*A q• CCltiwr <br />mnkns K.Irtt l0R/r rw M tltnf. <br />4, <br />II / ' <br />6" fI I <br />-GRADE LINE <br />13' -5" aT' 7'-0' <br />=1 <br />1 10' -3" * 192' -4 <br />#� 20)2' -7j' <br />TO CL. AGG BIN <br />FOR PLANT GENERAL ARRANGEMENT SEE DWG. 4A- 234749 -1 <br />FOR PLANT ANCHOR BOLT PLAN SEE DWG. 4A- 234 -750 <br />FOR ACC HANDLING SYSTEM SEE DWG. 4A-234765-1 <br />31» 8` r�. <br />Z1 1 <br />vSipE WALLS INSIDE WALLS <br />W-9. <br />/C BOLTS <br />C/C BOLT! <br />e � e <br />i <br />a� ! 1 <br />12' -2 12' -2" <br />INSIDE WALLS e• • — INSIDE WALLS <br />1' -3" <br />DETAIL ' <br />FEB 0 4 2004 <br />* DIMENSION FROM STEPHENS DRAWING <br />JOB NO. 42228 <br />CUSTOMER TO CONFIRM <br />ERIE STRAYER CO. <br />tfi[ VA <br />ACC HANDLING SYSTEM <br />ANCHOR BOLT PLAN <br />ROCKY MOUNTAIN READY MIX <br />AS -7198 oAP 'x•27 Ti. fs•z. <br />99 A 9 <br />. L «a t /�' =1• -0' 4A- 234766. <br />Permit #:,ry_Iggg, -oIci Confidental ?:_� <br />Class: Rw (Noon_ Type -Seq.: 4,4(-/ ✓ <br />From: Go� To: G .� <br />Doc. Name: Cot cEe P1.�{ H�{urn/ Oe4»I/ 7/,l r� <br />Doc. Date (if no date stamp): <br />O(HrRIT "C" <br />CONCRETE PLANT STRUCTURAL DETAIL <br />12' -9" 8" 12' -9' <br />INSIDE WALLS <br />INSIDE WALLS <br />12' -2" <br />32 " 12' -2' <br />INSIDE WALLS <br />INSIDE WALLS <br />J <br />t (1.1 <br />t N <br />I co <br />N DO 3:: <br />N <br />N w <br />— a <br />U <br />— <br />Z <br />t <br />Ot <br />ACC HOPPERS & CONVEYOR <br />C - - - - -- <br />11' -9" 1' -8" <br />11' -9" <br />C/C BOLTS <br />C/C BOLTS <br />DETAIL <br />"A'. <br />4, <br />II / ' <br />6" fI I <br />-GRADE LINE <br />13' -5" aT' 7'-0' <br />=1 <br />1 10' -3" * 192' -4 <br />#� 20)2' -7j' <br />TO CL. AGG BIN <br />FOR PLANT GENERAL ARRANGEMENT SEE DWG. 4A- 234749 -1 <br />FOR PLANT ANCHOR BOLT PLAN SEE DWG. 4A- 234 -750 <br />FOR ACC HANDLING SYSTEM SEE DWG. 4A-234765-1 <br />31» 8` r�. <br />Z1 1 <br />vSipE WALLS INSIDE WALLS <br />W-9. <br />/C BOLTS <br />C/C BOLT! <br />e � e <br />i <br />a� ! 1 <br />12' -2 12' -2" <br />INSIDE WALLS e• • — INSIDE WALLS <br />1' -3" <br />DETAIL ' <br />FEB 0 4 2004 <br />* DIMENSION FROM STEPHENS DRAWING <br />JOB NO. 42228 <br />CUSTOMER TO CONFIRM <br />ERIE STRAYER CO. <br />tfi[ VA <br />ACC HANDLING SYSTEM <br />ANCHOR BOLT PLAN <br />ROCKY MOUNTAIN READY MIX <br />AS -7198 oAP 'x•27 Ti. fs•z. <br />99 A 9 <br />. L «a t /�' =1• -0' 4A- 234766. <br />Permit #:,ry_Iggg, -oIci Confidental ?:_� <br />Class: Rw (Noon_ Type -Seq.: 4,4(-/ ✓ <br />From: Go� To: G .� <br />Doc. Name: Cot cEe P1.�{ H�{urn/ Oe4»I/ 7/,l r� <br />Doc. Date (if no date stamp): <br />O(HrRIT "C" <br />CONCRETE PLANT STRUCTURAL DETAIL <br />