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HomeMy WebLinkAboutB13-1185 000-000-000STEEL FLATBAR OR STEEL ANGLE WITH NELSON STUD ANCHOR PER DRYER MANUFACTURER, TYPICAL AT ALL EXTERIOR AND INTERIOR WALLS, U.O.N. d T FLATBAR WITH NELSON STUD AND ANCHOR FLATBAR WITH NELSON STUD AND ANCHOR z- 8 ° . °. d. . aedV i..�. T °• • 7d r.d da.d. • ° dd_ T.imm pda. d d. deB°pO°LTe PER a° MANUF. ANUF. '—REFER EFER dTO de DRYER MANUF. a.° e ° e ° d e e ° d' e•d. e__ a :° p dd a.d° ° BOLT OLT 'aPER ..d'• MANUF.dREFER •g TO ° d DRYER RYE4. R MANUF. FOR ANUF.FOR LOCATION AND DIAMETER OF BOLTS. FOR LOCATION AND DIAMETER OF BOLTS. ° ° Co #4 AT 3"O. C..ATPERIMETER OF.DRYER 4° #4 AT 3" O.C. AT PERIMETER OF DRYER e ° a d.e '•' a' �e ':°• ds ddd°•I T °� eTd d -e e•�• e ' d—p °•° �d'�"a4 d �add T a- a °•a ' �. a �•°d a a.d- ' a a° .. ° /• e d° dWI'H STANDARD HOOK AT EACH END TANDARb HOOK AT EAC° SH END p e e a p pdd. 'd. —p dd A 'd ° d 3' A d•e • /°. d A e a p4 p d ° A a 4. Z \ // O Ch d d ° ° d d' ? d 4 d ° a ° d ° . d ? ° d d _ Q• c .a o d L �-7 s— • ° ' 1� moi. °—� ' • . 2��.L • • 2.. �l..� �� L • -.i ��• • ' d • . d • '. __ e . • d c _ ° I d d ' . 4 d d ' d. e . p. e e .. e c a d ° ° ° ° e d ^• ° d e n ° v e e' ° •L Z� . a • • d� L. -.ice ..L. �1 . • P 3 d �1..- .bi: • ° a •° ° e d e a a°- a a° #6 AT 6" O.C. LONGITUDINALLY, TOP AND BOTTOM #6 AT 6" O.C. TRANSVERSE,TOP AND BOTTOM SECTION THRU DRYER FOOTING 3/4" = 1'-0" STEEL ANGLE WITH NELSON STUD ANCHOR PER DRYER MANUFACTURER, TYPICAL AT ALL EXTERIOR AND INTERIOR WALLS U.O.N. d. 6" THICK SLAB WITH #4 AT 16" O.C. EACH WAY CENTERED IN SLAB 18" THICK CLASS 2 GRAVEL BASE #4 AT 12"0. VERTICALL` #4 AT 12" O.C. -' HORIZONTALLY (60)-1 1/4"0 ASTM A193, GRADE B7 ALL -THREAD RODS EMBED 15" INTO CONCRETE W/ HILTI'HIT HY-150" OR SIMPSON "SET -XP" (EVENLY SPACED) BUTTE COUNTY 0=60'+/- ( VERIFY W/ BIN MFG. DEC 1 1 2013 FINISHED GRADE DEVELOPMENT2 - #5 CONT. @ TIES #5 @ 12" O.C. N SERVICES 1/4:12 SLOPE /13 TOP & BOT. (CURVE) EA. WAY e a e a e CO °� ° • • • • • ° • °° d .• a7 °• °• ° d ° ° ° ° _ �\\/ ° ° a a e e ed palla e ° O � e p. cli ° a °.OpovQOoOpo C - u a _ 0 0 0 _.. A. 6" CLASS II AGGREGATE , :_.,� Z -' C I-3 -` \ \ \ BASE #3 TIES @ 16" OC#6 @ 8" O.C. 12 - #5 CONT. O.C. (MEASURED RADIALLY FROM (CURVE)CENTER OF FOOTING) J El @ 1.268° OR 284 TOTAL) SUBGRADE TREATED WITH LIME TO A DEPTH ( V-6" OF 18" BELOW BOTTOM OF FOOTINGS (36" MINIMUM BELOW FINISHED GRADE) �I PREPARED PER SOILS REPORT, TYPICAL�PE�RMETER B INF�OREFER TO REPORT AND ADDENDUM #1 FOR X/1", OTG METAL SILOS FOR MORE INFORMATION 2 60D RODS (60) -1 1/4"0 ASTM A193, GRADE B7 ALL -THREAD RODS ^" ( ) -1 1/4"0 ASTM Al 93, GRADE B7 ALL -THREAD, SLOPE CENTER TO EMBED 15" INTO CONCRETE W/ HILTI'HIT HY-150'" OR DRAIN TO EA. END EMBED 15" INTO CONCRETE W/ HILTI 'HIT HY-150" OR SIMPSON "SET -XP" ADHESIVE (EVENLY SPACED) Q SIMPSON "SET -XP" ADHESIVE (EVENLY SPACED) G VERIFY W/ BIN MFG. 048'-0" I #3 TIES @ 16" O.C. #3 TIES @ 16" O.C. �I VERIFY W/ BIN MFG. = 2 - #5 CONT. @TIES v 2 - #5 CONT. @ 71 ES 7I 0 - 48'- 0 i„ #5 @ 12" O.C. TOP & BOT. (CURVE) t- 1'_61' El EA. WAY I V-6" TOP & BOT. (CURVE) d o. °'. ° e -��e ° •p l l e e e' 6" CLASS II AGGREGATE ° a d a d ° a a— ° d �•d a °+ d • ° 44• °° �,(_•°° ° e 01 BASE _ 0 o 00\ 4d°' °°.. de d do 0 ea d 'o O` 0v0 0 0 d0 0. Jo d 0ENGINEERED FILL 0O0d° ° ° d 0 Qo00 0 0 0COMPACTED PER SOILS ° . � • J •' - °° a .e. a. a d' Q 9,• 'a a ° ° ad. a° °REPORT d Ge d°ar .• �/ SUBGRADE TREATED WITH LIME TO A DEPTH OF 18" BELOW BOTTOM OF FOOTINGS (36" MINIMUM BELOW FINISHED GRADE) PREPARED PER SOILS REPORT, REFER TO REPORT AND ADDENDUM #1 FOR METAL SILOS FOR MORE INFORMATION 12 - #5 CONT. � \ (CURVE) #6 @ 8" O.C. REFER TO FDN. PLAN FOR MORE INFO. BIN FOOTING BETWEEN BINS 3/4" = 1'-0" 12 - #5 CONT. (CURVE) a� E ro M'0Q)a aD aroi c �' U Cl C O �O 0 V 0 3 CO C - mo E ro c E .O C O O O.W E N aS `i'-cEV°i5 F coo to=oc Z im Ccm:z C O m au oc om>. a N-p� Ex in U.0 L1 N c C Im O`er �.- cU C O Vi O . .� C �O M U -p O W In CT C O y N C:v a'a°� am 2 o w ro o m-0 o� G tmat°i E n - CL U C fiS N Q C (0 Cl. O `' U -'L U a U C N m-0 Q tol 0 } 16 { � _ E � a _ Co 0 • m � 10 C Cp mac, oe O •� _ O UCO uj N :+- c 0 N U U .6W+ m Q co N ' O tY J Q \ d. a n' #4 AT 12"0. VERTICALL` #4 AT 12" O.C. -' HORIZONTALLY (60)-1 1/4"0 ASTM A193, GRADE B7 ALL -THREAD RODS EMBED 15" INTO CONCRETE W/ HILTI'HIT HY-150" OR SIMPSON "SET -XP" (EVENLY SPACED) BUTTE COUNTY 0=60'+/- ( VERIFY W/ BIN MFG. DEC 1 1 2013 FINISHED GRADE DEVELOPMENT2 - #5 CONT. @ TIES #5 @ 12" O.C. N SERVICES 1/4:12 SLOPE /13 TOP & BOT. (CURVE) EA. WAY e a e a e CO °� ° • • • • • ° • °° d .• a7 °• °• ° d ° ° ° ° _ �\\/ ° ° a a e e ed palla e ° O � e p. cli ° a °.OpovQOoOpo C - u a _ 0 0 0 _.. A. 6" CLASS II AGGREGATE , :_.,� Z -' C I-3 -` \ \ \ BASE #3 TIES @ 16" OC#6 @ 8" O.C. 12 - #5 CONT. O.C. (MEASURED RADIALLY FROM (CURVE)CENTER OF FOOTING) J El @ 1.268° OR 284 TOTAL) SUBGRADE TREATED WITH LIME TO A DEPTH ( V-6" OF 18" BELOW BOTTOM OF FOOTINGS (36" MINIMUM BELOW FINISHED GRADE) �I PREPARED PER SOILS REPORT, TYPICAL�PE�RMETER B INF�OREFER TO REPORT AND ADDENDUM #1 FOR X/1", OTG METAL SILOS FOR MORE INFORMATION 2 60D RODS (60) -1 1/4"0 ASTM A193, GRADE B7 ALL -THREAD RODS ^" ( ) -1 1/4"0 ASTM Al 93, GRADE B7 ALL -THREAD, SLOPE CENTER TO EMBED 15" INTO CONCRETE W/ HILTI'HIT HY-150'" OR DRAIN TO EA. END EMBED 15" INTO CONCRETE W/ HILTI 'HIT HY-150" OR SIMPSON "SET -XP" ADHESIVE (EVENLY SPACED) Q SIMPSON "SET -XP" ADHESIVE (EVENLY SPACED) G VERIFY W/ BIN MFG. 048'-0" I #3 TIES @ 16" O.C. #3 TIES @ 16" O.C. �I VERIFY W/ BIN MFG. = 2 - #5 CONT. @TIES v 2 - #5 CONT. @ 71 ES 7I 0 - 48'- 0 i„ #5 @ 12" O.C. TOP & BOT. (CURVE) t- 1'_61' El EA. WAY I V-6" TOP & BOT. (CURVE) d o. °'. ° e -��e ° •p l l e e e' 6" CLASS II AGGREGATE ° a d a d ° a a— ° d �•d a °+ d • ° 44• °° �,(_•°° ° e 01 BASE _ 0 o 00\ 4d°' °°.. de d do 0 ea d 'o O` 0v0 0 0 d0 0. Jo d 0ENGINEERED FILL 0O0d° ° ° d 0 Qo00 0 0 0COMPACTED PER SOILS ° . � • J •' - °° a .e. a. a d' Q 9,• 'a a ° ° ad. a° °REPORT d Ge d°ar .• �/ SUBGRADE TREATED WITH LIME TO A DEPTH OF 18" BELOW BOTTOM OF FOOTINGS (36" MINIMUM BELOW FINISHED GRADE) PREPARED PER SOILS REPORT, REFER TO REPORT AND ADDENDUM #1 FOR METAL SILOS FOR MORE INFORMATION 12 - #5 CONT. � \ (CURVE) #6 @ 8" O.C. REFER TO FDN. PLAN FOR MORE INFO. BIN FOOTING BETWEEN BINS 3/4" = 1'-0" 12 - #5 CONT. (CURVE) a� E ro M'0Q)a aD aroi c �' U Cl C O �O 0 V 0 3 CO C - mo E ro c E .O C O O O.W E N aS `i'-cEV°i5 F coo to=oc Z im Ccm:z C O m au oc om>. a N-p� Ex in U.0 L1 N c C Im O`er �.- cU C O Vi O . .� C �O M U -p O W In CT C O y N C:v a'a°� am 2 o w ro o m-0 o� G tmat°i E n - CL U C fiS N Q C (0 Cl. O `' U -'L U a U C N m-0 Q tol 0 } 16 { � _ E � a _ Co 0 • m � 10 C Cp mac, oe O •� _ O UCO uj N :+- c 0 N U U .6W+ m Q co N ' O tY J 60822 DO'_�I. 3 Design: MEM Checked: MA Date: AUGUST 2013 Job No11-043 Sheet: SB -6 Plotted: Tue, Dec 10 2013 C�� J Q W Q Q ow z C�=Z Q Of W p z U = u - O z - Z z W U C/) Z) O CD O LL� U m Z W I - C') m m W z 60822 DO'_�I. 3 Design: MEM Checked: MA Date: AUGUST 2013 Job No11-043 Sheet: SB -6 Plotted: Tue, Dec 10 2013 C�� e. Z r Z a �e � • a d a f FLATBAR WITH NELSON STUD AND ANCHOR BOLT PER MANUF. REFER TO DRYER MANUF. FOR LOCATION AND DIAMETER OF BOLTS. FLATBAR WITH NELSON STUD AND ANCHOR BOLT PER MANUF. REFER TO DRYER MANUF. FOR LOCATION AND DIAMETER OF BOLTS. STEEL FLATBAR OR STEEL ANGLE WITH NELSON STUD ANCHOR PER DRYER MANUFACTURER, TYPICAL AT ALL EXTERIOR AND INTERIOR WALLS, U.O.N. STEEL ANGLE WITH NELSON STUD j ANCHOR PER DRYER MANUFACTURER #6 AT 6" O.C. LONGITUDINALLY, TOP AND BOTTOM #6 AT 6" O.C. TRANSVERSE,TOP AND BOTTOM SECTION TH RU DRYER FOOTING 3/4" = 1'-0" ° d' d �d° u n � -ter' r 2 - #5 CONT. @TIES �, •. .. i- EA. WAY d4 dT-•dd °d d.4 d d. .d e d d Id. #4 AT 3" O.C.-AT°PERIMETER OF.DF1YER ° d d•°d d #4 O.C. AT PERIMETER da 1._6. .41 d Q,. . n °d e da °. ° . °° °q AT 3" OF DRYER W WIQIf'H STANDARD HOOK AT EACH END d. 4 - d WITH ST,NDAR1�_ AT EACH END 4 d6" °,� d' ° ° AL . e d d. d "° °• 'd - 4 d ° 4 .° - d d d ' -d a00K d ° e d . 4 a. - d d d '' . d a° °- Q d �• '4' •d0 d. d: . d e d e d. a d. a s d. 4' ". d ° ON FILL Z OI OO 0' O0 o o d Q • ° d ° Q d d° d 4 °. c _'°1p a I'l�ll I °d '`4 . e G °. °' 4 e. ° .. d M' _ d d- d d e d d ..d ° a .dd 'd ° °' "G m - G ' 'a a d'3n °. ° 4 dd •� o • T 4 • ' • �: T ' ori '�'`• '*�' T� T� T . —i •' • • • • "� • ° • • ° _ T • - i • • T • • • _� • • —c'. • T 'A A d p ° ° d d °. d' ° ° d d d a d d' 'd • d e° d d. e d •'d e ° d 6 a d"° d °' 1 d ° e- 4 d ° a a d' G ° ee // a ° d. ° a� _ 41 a M 4 ° ° ae ,\\\,,\/ F" 12 #5 CONT. m -Q ad�. 4.d ®... e a a .- -d Qe" 'e '.°° °• °� °° °d 'd d Qe .. C p a .° ." G a -- a p.. .d e ° G d •_ ° e- \� aL°.� OF 18" BELOW BOTTOM OF FOOTINGS #6 @ 8" O.C. d.. .. . d J' 4.. 9� �� a u e e ° °• ° d a e ° °' d .. d a a e .. ° d a'a a e d FOR MORE INFO. #6 AT 6" O.C. LONGITUDINALLY, TOP AND BOTTOM #6 AT 6" O.C. TRANSVERSE,TOP AND BOTTOM SECTION TH RU DRYER FOOTING 3/4" = 1'-0" TYPICAL AT ALL EXTERIOR AND INTERIOR WALLS U.O.N. 4— 4. e p 6" THICK SLAB d e WITH #4 AT 16" O.C. EACH WAY CENTERED IN SLAB �� °-• .d �` gip. d —�• 18" THICK CLASS 2 GRAVEL BASE (60)-1 1/4"0 ASTM Al 93, GRADE B7 ALL -THREAD RODS EMBED 15" INTO CONCRETE W/ HILTI 'HIT HY-150" OR SIMPSON "SET -XP" (EVENLY SPACED) VERIFY W/ BIN MFG. FINISHED GRADE 2 - #5 CONT. @ TIES 1/4:12 SLOPE /IR TOP & BOT. (CURVE) #5 @ 12" O.C. c EA. WAY Z . 4 ° ° e ° •- a • d a • ° .. °• e • n' ° • i ° : • °° a .• Ad e• d �' • ° d a _� p p• a ° 4 ° d4 d. A. d °". a 0075 o o7 oO d 4 �000O o �0000 Al #6 @ 8" O.C. //�\�//\ //\//\� • . 12 - #5 CONT. #3 TIES @ 16 O.C. (MEASURED RADIALLY FROM \\�� (CURVE)CENTER OF FOOTING) — J ED J ( @ 1.268° OR 284 TOTAL) 1-6 � TYPICAL PERIMETER BIN FOOTING a (60)-1 1/4" 0 ASTM A193, GRADE B7 ALL-THREAED RODS EMBED 15" INTO CONCRETE W/ HILTI 'HIT HY-150)" OR SIMPSON "SET -XP" ADHESIVE (EVENLY SPACED)) _ 0 = 60' +/- VERIFY W/ BIN MFG.. 0=48'-0" #3 TIES @ 16" O.C. SLOPE CENTER TO DRAIN TO EA. END CL #3 TIES @ 16" O.C. #4 AT 12" O.0 VERTICALLY #4 AT 12" O.C. HORIZONTALLY 6" CLASS II AGGREGATE BASE :a / f -I ° N n a e 4' p 1'-0" 6" 1'-6" BUTTE COUNTY DEC 112013 DEVELOPMENT SERVICES !! Y 13 SUBGRADE TREATED WITH LIME TO A DEPTH OF 18" BELOW BOTTOM OF FOOTINGS (36" MINIMUM BELOW FINISHED GRADE) PREPARED PER SOILS REPORT, REFER TO REPORT AND ADDENDUM #1 FOR METAL SILOS FOR MORE INFORMATION (60)-1 1/4"0 ASTM Al 93, GRADE B7 ALL -THREAD RODS EMBED 15" INTO CONCRETE W/ HILTI 'HIT HY-150" OR SIMPSON "SET -XP" ADHESIVE (EVENLY SPACED) 0 = 60'+/- 1 VERIFY 0'+/- VERIFY W/ BIN MFG. #5 @ 12" O.C. / �_ \ -ter' r 2 - #5 CONT. @TIES �, 0 = 48'- 0" EA. WAY J 1._6. Q 11-6" TOP &BOT. (CURVE) w TYPICAL AT ALL EXTERIOR AND INTERIOR WALLS U.O.N. 4— 4. e p 6" THICK SLAB d e WITH #4 AT 16" O.C. EACH WAY CENTERED IN SLAB �� °-• .d �` gip. d —�• 18" THICK CLASS 2 GRAVEL BASE (60)-1 1/4"0 ASTM Al 93, GRADE B7 ALL -THREAD RODS EMBED 15" INTO CONCRETE W/ HILTI 'HIT HY-150" OR SIMPSON "SET -XP" (EVENLY SPACED) VERIFY W/ BIN MFG. FINISHED GRADE 2 - #5 CONT. @ TIES 1/4:12 SLOPE /IR TOP & BOT. (CURVE) #5 @ 12" O.C. c EA. WAY Z . 4 ° ° e ° •- a • d a • ° .. °• e • n' ° • i ° : • °° a .• Ad e• d �' • ° d a _� p p• a ° 4 ° d4 d. A. d °". a 0075 o o7 oO d 4 �000O o �0000 Al #6 @ 8" O.C. //�\�//\ //\//\� • . 12 - #5 CONT. #3 TIES @ 16 O.C. (MEASURED RADIALLY FROM \\�� (CURVE)CENTER OF FOOTING) — J ED J ( @ 1.268° OR 284 TOTAL) 1-6 � TYPICAL PERIMETER BIN FOOTING a (60)-1 1/4" 0 ASTM A193, GRADE B7 ALL-THREAED RODS EMBED 15" INTO CONCRETE W/ HILTI 'HIT HY-150)" OR SIMPSON "SET -XP" ADHESIVE (EVENLY SPACED)) _ 0 = 60' +/- VERIFY W/ BIN MFG.. 0=48'-0" #3 TIES @ 16" O.C. SLOPE CENTER TO DRAIN TO EA. END CL #3 TIES @ 16" O.C. #4 AT 12" O.0 VERTICALLY #4 AT 12" O.C. HORIZONTALLY 6" CLASS II AGGREGATE BASE :a / f -I ° N n a e 4' p 1'-0" 6" 1'-6" BUTTE COUNTY DEC 112013 DEVELOPMENT SERVICES !! Y 13 SUBGRADE TREATED WITH LIME TO A DEPTH OF 18" BELOW BOTTOM OF FOOTINGS (36" MINIMUM BELOW FINISHED GRADE) PREPARED PER SOILS REPORT, REFER TO REPORT AND ADDENDUM #1 FOR METAL SILOS FOR MORE INFORMATION (60)-1 1/4"0 ASTM Al 93, GRADE B7 ALL -THREAD RODS EMBED 15" INTO CONCRETE W/ HILTI 'HIT HY-150" OR SIMPSON "SET -XP" ADHESIVE (EVENLY SPACED) 0 = 60'+/- 1 VERIFY 0'+/- VERIFY W/ BIN MFG. #5 @ 12" O.C. 2 - #5 CONTF. @ TIES ;_ TOP & BOT. I (CURVE) -ter' r 2 - #5 CONT. @TIES �, 0 = 48'- 0" EA. WAY J 1._6. Q 11-6" TOP &BOT. (CURVE) w W CLASS II AGGREGATE Z� 4 d6" O °,� 4. 9 a•' da _ad d d°d' •d d • �• '4' •d0 d. d: d • .Q.. -a _i . . d d ON FILL Z OI OO 0' O0 o o • "d • 'Q°'�.;d d ° .Q °. (� ° Q d °BASE . ° °. "4 dd ° aa Qd. 4•d - d °d. . : a " d d _'°1p a I'l�ll I °d '`4 . e G °. ad 4 vOo O O 0 0D0° 0 '0ENGINEERED COMPACTED PER SOILS REPORT J /� °° e" ° o' 15d. . • -d a r °t.�4' d a S ° ° d ° ° "d °° ° a4. 4 dd d. d° ' d d d 4d " d d d' 'A °4 d : 4 d ° 0000OO 0 O Oo O \ O ILL U 0o m _ 41 W I— M m F" 12 #5 CONT. m - 12 - #5 CONT. SUBGRADE TREATED WITH LIME TO A DEPTH (CURVE) (CURVE) OF 18" BELOW BOTTOM OF FOOTINGS #6 @ 8" O.C. (36" MINIMUM BELOW FINISHED GRADE) REFER TO FDN. PLAN PREPARED PER SOILS REPORT, FOR MORE INFO. REFER TO REPORT AND ADDENDUM #1 FOR METAL SILOS FOR MORE INFORMATION A BIN FOOTING BETWEEN BIN S 3/4" = 1'-0" l a� - E Q)� _3Cn75 F- m� rococo»' E'-Q�oc-moo Eck 1'�inc ivmo' W0um)c an Q Q is c U C 0 — a)oE tm LuE 6 0 0_ Ll.l E a) cE�Mc0) c mcz `o - U) i:- o c CD m - z ca c `o Cn (Z m �Z G (n rn . C) Tac o o ro �0, m E u •c L w m o w c T W 3 au 0- 0 c c m c._ as O L U to CSf0 u ,_� 1 c C Crn 0– •— C M 0-0 `O CSU L 0) O a) C m T U ON '0 0 COuj O U N -0 O U CCS= y� w U C c 0 a' E o' CL. c N c chi U a U C 0 ca v Q jh 0 a) O r' s' t N •co 3. I i= 6, OV N -2 x � o N -0 �C14 N °- oagg . m C""0 "0 BBB N U L3 to � '� Cry O p 0 ( j `o ai w N - {U u 13 Q Cl) 00 N O > 4N J Design: MEM Checked: MA Date: AUGUST 2013 Job No11-043 Sheet,: SB -6 Plotted: Tue, Dec 10 2013 J Q Cn w W < Z� O � Q z O r Z QW V 0 Z = u- 0 _V Z J Q }" 0 U Z Z U 'A � : O O O O ILL U 0o m Z W I— M m F" m W z Design: MEM Checked: MA Date: AUGUST 2013 Job No11-043 Sheet,: SB -6 Plotted: Tue, Dec 10 2013 i STEEL FLATBAR OR STEEL ANGLE WITH / NELSON STUD ANCHOR PER DRYER MANUFACTURER, A TYPICAL AT ALL EXTERIOR AND INTERIOR WALLS, U.O.N. STEEL ANGLE WITH NELSON STUD ANCHOR PER DRYER MANUFACTURER, TYPICAL AT ALL EXTERIOR AND INTERIOR WALLS U.O.N. 6" THICK SLAB WITH #4 AT 16" O.C. EACH WAY CENTERED IN SLAB d d ° ed d a ' d M ° "ell �_ a p. 18" THICK CLASS 2 GRAVEL BASE (60)-1 1/4"0 ASTM Al 93, GRADE B7 ALL -THREAD RODS EMBED 15" INTO CONCRETE W/ HILTI 'HIT HY-150" OR SIMPSON "SET -XP" (EVENLY SPACED) 0 = 60'+/ - VERIFY W/ BIN MFG. FINISHED GRADE 2 - #5 CONT. @ TIES #5 @ 12" O.C. 1/4:12 SLOPE TOP & BOT. (CURVE) (7 EA. WAY _° Zo Z °•� a ° : • ° a • ° .. " d� a • a , ° • °d . a , e• .. p cc' —' .a Q �d° �� n a• a \ d. d IIIc d. • . p .. °d �j e a ° .• a d :d' d, d. d. d'dll 'e ° � e a a d. a. as d A. a d. L-10 �d d .° �Oz.�� •OO Z\ d oOOOp o d' e°' do • ' o° d .. n d° ` a d e e c U #3 TIES @ 16" O.C. #6 @ 8" O.C. 12 - #5 CONT. (MEASURED RADIALLLY FROM (CURVE) CENTER OF FOOTIN4G) — El ( @ 1.268° OR 284 TOTAL) V-6" A Al -11 TYPICAL PERIMETER BIN FOOTING #4 AT 12" O.0 VERTICALLY #4 AT 12" O.C. HORIZONTALLY d1A a / +I a°. e N d N �c r d n _ I In e • p 4 A a . 6" V-6" BUTTE COUNTY DEC 112013 DEVELOPMENT SERVICES Dyj�,V �I 6" CLASS II AGGREGATE BASE SUBGRADE TREATED WITH LIME TO A DEPTH OF 18" BELOW BOTTOM OF FOOTINGS (36" MINIMUM BELOW FINISHED GRADE) PREPARED PER SOILS REPORT, REFER TO REPORT AND ADDENDUM #1 FOR METAL SILOS FOR MORE INFORMATION 3/4" = 1'-0" (60)-1 1/4"0 ASTM A193, GRADE B7 ALL -THREAD) RODS SLOPE CENTER TO ,,-(60)-1 1/4"O ASTM A193, GRADE B7 ALL -THREAD RODS EMBED 15" INTO CONCRETE W/ HILTI 'HIT HY-1501" OR DRAIN TO EA. END EMBED 15" INTO CONCRETE W/ HILTI 'HIT HY-150" OR SIMPSON "SET -XP" ADHESIVE (EVENLY SPACED) I CL, SIMPSON "SET -XP" ADHESIVE (EVENLY SPACED) 0=60'+/ - VERIFY W/ BIN MFG.. #3 TIES @ 16" O.C. #3 TIES @ 16" O.C. I VERIFY W/ BIN MFG. 0=48'-0" 2 - #5 CONT:. @ TIES I 2 - #5 CONT. @TIES 0 = 48' - 0--� #5 @ 12 O.C. TOP &BOT. ((CURVE) V-6" V-611 TOP & BOT. (CURVE) EA. WAY 4 d e '�n.�y a �. /1 .d. e'. d ,d . - ° ��: _° n=• ° ^=Q ° :d d ° a d ,d • ° •d p ..° dd e •a. ° :d IIIA �� ° 4�. d ,nC d 'e° ° ° ° 6" CLASS II AGGREGATE �'. d d BASE O�O �\\°o °° ( °bI°°. °..d a d. d• s-- d_ ° d� d 00 a a \\O\o 1 U \ \OO o o d Qo00ENGINEERED FILL O0 0 0 O 0 \0\ 0 O0 d � X(/, °COMPACTED PER SOILS °d. d° aa a a' a) \REPORT ° / �\\ 12 - #5 CONT. 12 - #5 CONT. SUBGRADE TREATED WITH LIME TO A DEPTH (CURVE) (CURVE) OF 18" BELOW BOTTOM OF FOOTINGS REFER O FDN. PLAN (36" MINIMUM BELOW FINISHED GRADE) PREPARED PER SOILS REPORT, FOR MORE INFO. REFER TO REPORT AND ADDENDUM #1 FOR BIN FOOTING BETWEEN BINS METAL SILOS FOR MORE INFORMATION r)i3/4" = 1'-011 i " m E ro � -0U) � � EC2�o°'o E O aai 3 '— ro _ —ago 4) o .� c •.0 CL -0 % C U C Q) — a) o E � ��w E y a0') o 0 0. u.i E Q) 0 o c E «�. � �, Y Z ca O O 12 rn CU N Z c o •N N T Q •C o O Cu C a N N N E N C>, `'3 CL CD C O O -C � _O) 1n Cu "O 0 C O O C C O C O• to O C a) C U.0 YO N _ U � •O -O Q O aJ O C 0 ?,�� a) W CS O U a) •D O "O U = N Y a) C C N 0 a) -N >` '0 c) ' O O c L O o x 0 I) U Z U O_ U C 0 m •O Q o a c-) y,' ,. = a) `n a0 I E zs m ci) a x c C N LL- C'4 a N Cl -0 m a ,o �0a� j.� � oo r, O'—M t + � C) p ui b3 v) �•� C) -0 a� " a U v CL Q M N � tY v J Q co FL&TBAR WITH NELSON STUD AND ANCHOR FLATBAR WITH NELSON STUD AND ANCHOR d ry BOLT PER MANUF, REFER TO DRYER MANUF. BOLT PER MANUF. REFER TO DRYER MANUF., ° Q � FOR LOCATION AND DIAMETER OF BOLTS. FOR LOCATION AND DIAMETER OF BOLTS. U Q Q z (__Z <w a O n.. . ° a.p a a #4 AT O.C. AT°PERIMETER!OF.DFYER ° °a a 6 s. d ° a #4 AT 3" O.C. AT PERIMETER OF DRYER a.. e�e a` a• ° a °8 a o ad° ' °. a�C u- 0 _ - WItH STANDARD HOOK AT EACH END . ' ' � a dWtfH STANDARbHOOK AT EACH END a °°'•d ° da A A a a da .a A ad a in ° .n a °. °T 'd '° d' e a°.°d. e 'a ed U Z Z ° ° ° °d °. d.T'p° ° ° 4 Z 0 .,° Ct .. '. .. '•d ': d° °' d.�. ' .�d e. d° a.d_ d .. d a a. d �.?.. • •'d C d p. °• . d°Y'• p •r • d�a Ld • •a 4''° Ta� •°d � a Tds �" • • �. U'4d �° • • •d 'iace. • "p. J•v 1. d ed Z_ ° c d •a" . a°'d. °d ° dd'd a a d dd ° .' d .d.d. .daI ,0 d.T . [.1 - d 'd Qi. d °d d d d a A. d _a a j.o. / ° m °a d ° ° W O a e d ° d ° d a .. 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L-10 �d d .° �Oz.�� •OO Z\ d oOOOp o d' e°' do • ' o° d .. n d° ` a d e e c U #3 TIES @ 16" O.C. #6 @ 8" O.C. 12 - #5 CONT. (MEASURED RADIALLLY FROM (CURVE) CENTER OF FOOTIN4G) — El ( @ 1.268° OR 284 TOTAL) V-6" A Al -11 TYPICAL PERIMETER BIN FOOTING #4 AT 12" O.0 VERTICALLY #4 AT 12" O.C. HORIZONTALLY d1A a / +I a°. e N d N �c r d n _ I In e • p 4 A a . 6" V-6" BUTTE COUNTY DEC 112013 DEVELOPMENT SERVICES Dyj�,V �I 6" CLASS II AGGREGATE BASE SUBGRADE TREATED WITH LIME TO A DEPTH OF 18" BELOW BOTTOM OF FOOTINGS (36" MINIMUM BELOW FINISHED GRADE) PREPARED PER SOILS REPORT, REFER TO REPORT AND ADDENDUM #1 FOR METAL SILOS FOR MORE INFORMATION 3/4" = 1'-0" (60)-1 1/4"0 ASTM A193, GRADE B7 ALL -THREAD) RODS SLOPE CENTER TO ,,-(60)-1 1/4"O ASTM A193, GRADE B7 ALL -THREAD RODS EMBED 15" INTO CONCRETE W/ HILTI 'HIT HY-1501" OR DRAIN TO EA. END EMBED 15" INTO CONCRETE W/ HILTI 'HIT HY-150" OR SIMPSON "SET -XP" ADHESIVE (EVENLY SPACED) I CL, SIMPSON "SET -XP" ADHESIVE (EVENLY SPACED) 0=60'+/ - VERIFY W/ BIN MFG.. #3 TIES @ 16" O.C. #3 TIES @ 16" O.C. I VERIFY W/ BIN MFG. 0=48'-0" 2 - #5 CONT:. @ TIES I 2 - #5 CONT. @TIES 0 = 48' - 0--� #5 @ 12 O.C. TOP &BOT. ((CURVE) V-6" V-611 TOP & BOT. (CURVE) EA. WAY 4 d e '�n.�y a �. /1 .d. e'. d ,d . - ° ��: _° n=• ° ^=Q ° :d d ° a d ,d • ° •d p ..° dd e •a. ° :d IIIA �� ° 4�. d ,nC d 'e° ° ° ° 6" CLASS II AGGREGATE �'. d d BASE O�O �\\°o °° ( °bI°°. °..d a d. d• s-- d_ ° d� d 00 a a \\O\o 1 U \ \OO o o d Qo00ENGINEERED FILL O0 0 0 O 0 \0\ 0 O0 d � X(/, °COMPACTED PER SOILS °d. d° aa a a' a) \REPORT ° / �\\ 12 - #5 CONT. 12 - #5 CONT. SUBGRADE TREATED WITH LIME TO A DEPTH (CURVE) (CURVE) OF 18" BELOW BOTTOM OF FOOTINGS REFER O FDN. PLAN (36" MINIMUM BELOW FINISHED GRADE) PREPARED PER SOILS REPORT, FOR MORE INFO. REFER TO REPORT AND ADDENDUM #1 FOR BIN FOOTING BETWEEN BINS METAL SILOS FOR MORE INFORMATION r)i3/4" = 1'-011 i " m E ro � -0U) � � EC2�o°'o E O aai 3 '— ro _ —ago 4) o .� c •.0 CL -0 % C U C Q) — a) o E � ��w E y a0') o 0 0. u.i E Q) 0 o c E «�. � �, Y Z ca O O 12 rn CU N Z c o •N N T Q •C o O Cu C a N N N E N C>, `'3 CL CD C O O -C � _O) 1n Cu "O 0 C O O C C O C O• to O C a) C U.0 YO N _ U � •O -O Q O aJ O C 0 ?,�� a) W CS O U a) •D O "O U = N Y a) C C N 0 a) -N >` '0 c) ' O O c L O o x 0 I) U Z U O_ U C 0 m •O Q o a c-) y,' ,. = a) `n a0 I E zs m ci) a x c C N LL- C'4 a N Cl -0 m a ,o �0a� j.� � oo r, O'—M t + � C) p ui b3 v) �•� C) -0 a� " a U v CL Q M N � tY v J QRaFEssi�� ?cEL 60822 EXP. L�,3 AMA .10 Design: MEM Checked: MA Date: AUGUST 2013 Job N©1 1-043 Sheet: SB -6 Plotted: Tue, Dec 10 2013 J Q co ry W Q � U Q Q z (__Z <w O Z U = u- 0 _ - Z J Q FO U Z Z U ') Z) Z 0 ry (_9 0 O LL U T m Z W� F— ('7 m m W Z QRaFEssi�� ?cEL 60822 EXP. L�,3 AMA .10 Design: MEM Checked: MA Date: AUGUST 2013 Job N©1 1-043 Sheet: SB -6 Plotted: Tue, Dec 10 2013