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Design Calcs Silo Foundation
Client: Location: Designed By: Date: Revised On: Index: Design Calculations SILO Foundati For Three_- 13.9210x41.44'S CE12243A r2 O. A. Newton Fort Pierce, FL R.A. Hill 11/21/2012 12/20/2012 Design Conditions, Material Selection Foundation Design Appendix A - Finite Element Analysis Data Appendix B - Foundation Drawing Chubb Engineering, LLC P.O. Box 605 Parsons, Kansas 67357 Phony: (620) 421-3351 ,9 t1(620)421 3733 Page i jht Silos ,`,,��Y11A„ �,,,��i � Aid-. ;d * N 37 • T S O STgTE OF O Ole, 5 ••O R•I • • •P \�,,,�� 1i/0NA � Page # 1 2-26 Al-A46 B1 DEC 2=0 2012 This document was prepared by Chubb Engineering, LLC for the exclusive use of the above -noted client. This document is the property of Chubb Engineering, LLC, and the information contained herein is confidential. Without the express written consent of Chubb Engineering, LLC, no portion of this document may be reproduced, distributed, or used in any manner inconsistent with the original purpose of this document. (YNEAL TIDE �41SINrss Of PROJECT DELIVERY JOB NAME JOB NO. PAGE NO. CHUBB ENGINEERING 200800072 1 JOB DESCRIPTION DESIGNED BY REVIEWED BY DATE FOUNDATION FOR SILOS, FORT PIERCE,FL CE12243A RAH 11/20/2012 Design Conditions, Material Selection Silo Information: (CST Industries Data) Silo Diameter 13.92 Feet Silo Shell Height 41.44 Feet Silo Roof Live Load 20 PSF Silo Total Roof Live Load 3,044 LBS Silo Weight (Empty) 16,833 LBS Silo Capacity 4,758 CU FT Product Density 38 LB/CU FT Product PVC Compound Product Weight 180,821 LBS Seismic Loads: per ASCE 7-05 Ss = 6.84%, S1=2.89%, Sds=.073, Sd1=0.046, 1=1.0, Occ. Category = 2, Site Class =D, R=3, V=.03W Seismic Base Shear 5,988 LBS Seismic Base Moment 152,051 FT-LBS Wind Loads: per ASCE 7-05 Wind Load 140 mph, 1=1.0, Exp=C Wind Base Shear 11,623 LBS Wind Base Moment 252,535 FT-LBS Soil Capacity: (Per Andersen Andre Consulting Engineers, Inc. Dated 9/24/2012) Helical Piers Capacity 25 Kips Frost Depth N/A INCHES Concrete 1. Concrete design and construction shall be in accordance with A.C.I. specification 318, latest edition 2. Concrete Strength (fc) shall be: 4,000 psi minimum. 3. Reinforcing shall be deformed bars -ASTM A615, Grade 60 unless noted otherwise. 4. Anchor Rods per Silo Manufacturer's Specifications. 5. Development length and lap splice length for deformed bars shall be as scheduled below unless otherwise noted. f ' c = 4000 PSI Bar Size Development Length Lap Splice Length - Class B No. 3 12" 16" No. 4 15" 19" No.6 24" 31" No.7 32" 42" No.8 42" 55" No.9 53" 69" No.10 68" 881, No. 11 83" 1081, Note : • If bars are placed with a clear cover of one bar diameter or less or a clear spacing of two bar diameters or less, then multiply the development and lap lengths given above by 1.43. • For top reinforcement (top reinforcement is horizontal reinforcement so placed that more than 12" of fresh concrete is cast in the member below the reinforcement). Multiply the development and the lap splice lengths given by 1.3. 6. All construction joints shall be thoroughly cleaned and free of laitance. 7. All exposed edges of concrete to have %" chamfer unless noted. 8. Reinforcement in the mat foundation shall be classified as Class B for lap splice length. Project Name: Project No: (YNEAL CHUBB ENGINEERING aag 200800072ge 2 O'Neal Inc. Subject0escription: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION CE12243 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 11/21/2012 SILO COMBINED FOUNDATION Each Silo Loading: SILO Dead Weight DL=16.83 kips Equipment Load EL=1.5 kips Deck Load RL=3.044 kips. Product Load PL=180.821 kips Wind Base Shr Fw = 11.623 kips Wind Moment Mw = 252.535 kip_ft Seismic Base Shr Fs = 5.988 kips Seismic Moment Ms=152.051 kip_A Foundation Length L = 54 ft Foundation Width W = 18 ft Foundation Depth D = 2 It Concrete Weight w = 150 Ib/113 Foundation Weight FL = LxDxWxw=291.600 kips w11000 =L Page 3 "FOOTINGS.As" Program Version 3.5 :: RECTANGULAR:SPREAD:FOOTING ANALYSIS-:-- '':;';':ForAssumed'Rigid Footing with from •'i Ta8 Purrs (iLbd Points) .... :.: �.� ::: ,.�:: :.:...���:.:.�' ::�:: �: ;':::::��:•:::::;:.:.Siib'ected tb� ilriiazial or BieXialEecentricity ::::...�::�;.:�:;..:;..:::..:�: � ���...� �:• .':.•�::�� :'�:� :�::::'..:: Job Name: CHUBB ENGINEERING Subject: ISILO FOUNDATION Job Number: 1200800072 1 Originator: IR HILL Checker: DL +.LL Footing Length, L = 54,000 R. Footing Width, B = ''18,000 w. ft. Footing Thickness, T = -:2.000 • ft. Concrete Unit Wt., yc ; 0:150 kcf Soil Depth, D = 0,000 ft. Soil Unit Wt., ys = kcf Pass. Press. Coef., Kp = Coef. 'of Base Friction, µ = .0:400 ::-." Uniform Surcharge, Q = : `0:000'' : ksf Number of Piers = J_J Xp (ft.) = :,. ;18.000 .....0.1 YP (ft.) = 00_00 0:1 Lpx (ft.) _ :0,000 '.O.l Lpy K) _ ri0.1 h (ft.) :............:...........w,.,:.::..w,..... _ Pz (k) = ::.=202:20 Hx (k) _ - 0.00,_.,:n Hy (k) = A,00 ' ..00. My (ft-k) _ Tier gF i 11 +Pz +My +Hx FOOTING PLAN 1 of 2 Nomenclature +Pz +Hy +My +Hx +Mx h D T 11121 /2012 8:37 AM t Ppge 4 "FOOTiNGS.xis" Program Version 3.5 Results: Nomenclature for Biaxial Eccentricity: Total Resultant Load and Eccentricities: Case 1: For 3 Comers in Bearing — -- I I:PZ =F-8-99 Tq ?20 kips .'� 1 (Dist.x>L and Dist. y>B) ex = -o� Dist. x ey:pf Pmax Brg Overturnina Check: Y-Mrx = N.A. ft-kips ........ ... .... . ............. . . . Y'Mox = N.A . ......... ft-kips FS(ot)x = Dist. y ZMry = N.A. ft-kips Line of zero .......... * ......... . EMOY ft-kips pressure B LX FS(ot)y =1 N.A. Sliding Check: Case 2: For 2 Comers in Bearing Pass(x) = 12.96 kips (Dist. x > L and Dist. y <= B) Frict(x) = 359.28 kips Dist x FS(slid)x = Pmax Passive(y) kips Brg. Lyl Frict(y) 3§28 kips I Ly Line of zero Ly FS(slid)y = N.A. Dist. y Uplift Check: Brg. Ly2 ZPz(down) = 98.20 kips I > ..... .. . ..... I .... ............. Line of zero ZPZ(uplift) = q'Oq..__ kips pressure W.A. FS(uplift) =M Bearing Lencat and - % - B rina Area: Case 3: For 2 Comers in Bearing Dist. x = N.A. ft. (Dist. x <= L and Dist. y > B) ....... . ..... ........ - .. Dist. y = NwAy ft. 1, Dist. x Brg. Lx = 54.000 fL F Bro. Lx2 Pmax ........... "* ... ... ........ Brg. Ly = 18.000 fL %Brg. Area = 100-00 % Biaxial Case = Gross Soil Be. trina Comer Pressures: Dist. y PI = 0.924 ksf Line of zero P2 = ksf pressure Br LxI ......... P3 = 0.924 ksf P4 = 0.924 W Case 4: For I Comer in Bearing (Dist. x <= L and Dist. y <= B) P3=0.92 P2=0.924 ksf 1, Dist x "B EIrg. Lx Pmax P4=0.924 ksf L PI=0,924 ksf j CORNER PRESSURES Dist y Maximum Net Soil Pressure: Line of zero Brg. Ly Pmax(net) = Pmax(gross)-(D+T)*ys pressure Pmax(net) = 0.684 1ksf 2 of 2 11 /21/2012 8:37 AM qe 5 "FOOTINGS.xlsPa" Program Version 3.5 ...:,RECTANGULAR sPR8AD:FOOTiNii.ki4AL-YSI.Q--'-::'... s u-6"ei-d-Aigid ofing':wit -fro' -(L ad,P I F6r M117681210S o 6 .. .... 7 Job N UBB ENGINEERING 1* Subject: ISILO FOUNDATION Job Number. 1200800072 Originator: IR HILL Checker +Pz Input Data: DL + LL = WX 4+Hy +pz +my Footing Data: +my +Hx Footing Length, L = '::'54'000 ft I . . . ...... +Hx +MX Footing Width, B = ft. Footing Thickness, T = it. Concrete Unit Wt., yC = ;OA 50 kcf h D Soil Depth, D = .000,.'-:: ft. 4AL( Soil Unit M., 7s kcf Pass. Press. Coef, Kp '.-'�:3:000:-.: 'Coef. of Base Friction, A 0 A00 Uniform Surcharge, Q ksf Number of Piers = Xp (ft.) Yp (t) Lpx (ft) Lpy (ft.) h (ft.) PZ (k) Hx (k) Hy (k) Mx (ft-k) My (ft-k) Nomenclature mer wi vier s tier?m .::- . .. 18,;0001:: .:.,O*.o 00'. ::.18.000-:--- . . . . ......... . ....... ... ........ ..... ..... .... .... . ... . ............ - 0. b 7- .7 2 0220': ::�202'.2 ::'!.11:62 . . . . . . . . . . . . P.......... .. A 2 54'..'' .'-:252 54"*] .11�.`..,."::1 .......... . ............... . .... . . . . . . .. .. FOOTING PLAN 1 of 2 11/21/2012 8:39 AM Y-Pz ex ey IMrx = WMox = FS(ot)x = EMry = EMoy = FS(ot)y = Pass(x) = Frict(x) FS(siid)x = Passive(y) = Frict(y) = FS(slid)y = (— us) 1.5) kips (>= 1.5) EPz(down) _ ._..., 898.20 kips EPz(uplift) = 0.00 kips _.... _.............:.. FS(uplift) = N.A. Dist. x = Dist. y = Brg. Lx = Brg. Ly = %Brg. Area = Biaxial Case = P1 = 1 A19 ksf P2 = 1.019 ksf P3 = 0.830 ksf P4 = ._............. .... .... 0.830 ksf P2=1.019 ksf P3=0.83 ks P4=0.83 ksf L P1=1.019 ksf CORNER PRESSURES Pmax(net) = Pmax( rose-(D+T)*ys Pmax(net) =F 0.779 ksf Page 6 TOOTINGS.xis" Program Version 3.5 Nomenclature for Biaxial Eccentricity: Case 1: For 3 Corners in Hearing (Dist. x > L and Dist. y > B) Dist. x Pmax Brg Ly Dist. y Line of zero T pressure Br . Lx Case 2: For 2 Corners in Bearing (Dist. x > L and Dist. y <= B) Case 3: For 2 Corners in Bearing (Dist. x <= L and Dist. y > B) Pmax Dist. y Brg. Ly2 Pmax Dist. y Case 4: For 1 Comer in Bearing (Dist. x <= L and Dist. y <= B) Dist. x �I Pmax jUst. 2 of 2 11 /21 /2012 8:39 AM ~FOOTN GS.xls" Program Version 3.5 AD FOOTING ANALYSIS Job Name: ICHUBB ENGINEERING Su ject: ISILOFOUNDATION Footing Length, L=54,000 Rt. Footing Width, 8=fivdF- ft. Footing Thickness, T= Concrete Unit M..yc= xm 8�i| Depth, D= o. Soil Unit M..yo= xm Pass. Press. Conf..Kp= Con[nfBase Friction, �= | Uniform Surcharge, O= mm Number of Piers = +Pz my Nomenclature FOOTING PLAN EPz = 898.20 kips ex = 0.00 ey = -0.92 ft. (<= B/8) EMrx = 8083.78 ft-kips EMox = 827.34 ................... ft-kips FS(ot)x = .. 9.771_ ........._ EMry = ........__N_A:...._... ft-kips EMoy = N.A. -kips FS(ot)y =L N.A. Pass(x) = 12.96 .........._......._._..... ,.. kips Frict(x) = 359.28 kips FS(slid)x = N.A. Passive(y) = 38.88.._. .............. kips Frict(y) = 359.28 kips FS(slid)y = 11.422_ (>= 1.5) EPz(down) =-898.20 kips EPz(uplift) = 0.00 kips FS(uplift) Dist. x Dist. y = Brg. Lx = Brg. Ly = %Brg. Area = Biaxial Case = Pi P2 = P3 = P4 = P3=0.641 ks -. P2=0.641 ksf P4=1.207 ksf L P1=1.207 ksf CORNER ERESSURES Pmax(net) = Pmex(gross)-(D+T)*ys Pmax(net) = 0.967 ksf Page 8 "FOOTINGS.xls" Program Version 3.5 Nomenclature for Biaxiat Eccentrici : Case 1: For 3 Corners in Bearing (Dist. x > L and Dist. y > B) Dist. x _ Pmax Brg. Ly Dist y Line Ofzera pressure B . Lx Case 2: For 2 Comers in Bearing (Dist. x > L and Dist. y <= B) Case 3: For 2 Corners in Bearing (Dist. x <= L and Dist. y > B) Case 4: For 1 Comer in Bearing (Dist. x <= L and Dist. y <= B) Pmax Dist. y Brg, Ly2 I Pmax Dist y Lxi Pmax Dist. y Brg. Ly 2 of 2 11/21/2012 8:41 AM Pae 9 "FOOTINGS.xis" Program Version 3.5 RECTANGULAR SPREAD: FOOTING'ANALYSIS: -To-8: fiws'(L' fpaiiii)..: id-*P'66ung"'w"6ftb",m�1 ,-*'',. , P"*'',* " Ub`iqed to-uniaAaMor Biaxial Job Name: JCHUBB ENGINEERING I Subject: SILO FOUNDATION Job Number; 1200800072 Originator: JR HILL [Checker:1 +Pz Input Data: 6 DL + VVZ Hy +Pz +My Footing Data: +my +Hx Footing Length, L = .54.000".". ft +Mx ��C' : .. +Hx Footing Width, B = ft, Footing Thickness, T = :-.2:000:-':'t Concrete Unit Wt., Ic '-0w150':-:-kcf h Sail Depth, D D - Soil Unit Wt., ys :::-0J20::.:-- kcf y g "'t RIM Pass. Press. Coef., Kp '::".Z:000'.:.:' NOW T Coef. of Base Friction, I.L = Uniform Surcharge, Q = :'.�'-A000�.--'.:: ksf Number of Piers = Xp (fo = Yp (ft.) = Lpx (ft.) = Lpy (ft.) = h (t) PZ (k) Hx (k) Hy (k) Mx (ft-k) My (ft k) Nomenclature vier vi vier ;;z Pier#3 .000.. 0,000 . .. ..... . ........... '0.000 'A'000 ()0' 0.000. :".. ...."10"00 ..... . ... . ............ 10.00. . . . ......... . . .... 0. 252.54� M 252,*rA ... . ......... . . .... ..... ...... ....... ....... .... . ......... ly J FOOTING PLAN 1 of 11/21/2012 8:44 AM Ppga 10 "FOOTINGS.xis' Program Version 3.5 Nomenclature for Biaxial Eccentricity: tat Resuitant Load and Eccentricities: Case 1: For 3 Corners in Bearing EPz = -321.60 kips (Dist. x > L and Dist. y > B) ex = m0.00 Dist. x ey = -2.57 ft. (- B16) - _ Pmax Brg. Ly verturnin Check: EMrx = 2894.40 tt-kips IMox = 827.34 ft-kips FS(ot)x = 3,498 _..,.,.._.........._........_ (>=1.5) Dist. y Entry = N.A. -kips Line of zero EMoy = N.A_ ft-kips pressure B . Lx FS(ot)y = N.A. idina Check: Case 2: For 2 Corners in Bearing Pass(x) = 12,96 m128.64 V kips (Dist. x > L and Dist. y <= B) Frict(x) = kips Dist. x I FS(slid)x = N.A.' Pmax Passive(y) = 38.88 kips '-,� Brg. Lyl Frict(y) = 128.64 kips FS(slid)y = 4.806 (>= 1,5) Dist. y Brg. Ly2 lift Check: 7,Pz(down) _ _-321.60 LL kips Line of zero EPZ(uplift) _ ^_ 0.00 kips pressure FS(uplift) Dist. x Dist. y = Brg. Lx = Brg. Ly = %Brg. Area = Biaxial Case = P1 = P2 = P3 = P4 = P3=0.047 ks ti ��,' N,v,�es. P2=0.047 ksf PENN 11; . ,' P4=0.614 ksf L P1=0.614 ksf CORNER PRESSURE Maximum Net Soil Pressure: Pmax(net) = Pmax(gross)-(D+T)"ys Pmax(net) = 0.374 ksf Case 3: For 2 Corners in Bearing (Dist x <= L and Dist. y > B) E Dist. x } 8rc . Lx2 Pmax Dist. y Line of zero pressure Brg. Lx1 Case 4: For 1 Corner in Bearing , (Dist. x <= L and Dist y <= B) Pmax Dist. y Brg. Ly 2 of 2 11/21/2012 8:44 AM Page 11 'BOLTGRP.xis" Program Version 2.9 :...::BOLT.:GROUP ANALYSIS .. -.tlsiiig the las#ic:Mkhod.for up to 15 Total'Bvlts: Job Name: CHUBB ENGINEERING Subject: SILO BOLT LOAD Job Number: 1 200800072 1 Oriainator: I RAH I Checker Number of Bolts, Nb = : 20 Bolt Coordinates: Xo (in.) Yo (in.) #1: -82.470 13.060. #2: ::=82.470 =13.060': #3: -74:400 37,900 #4: "�=.7'4':4W:- -w-37.900 #5: =59.040 59:040 #6: _ ,=59:040 #s: 0.. #9: -'13:060 .82:470 #1o: ='f3.050 =82.470 #11: - .13.060_.>, " -.:82A70 #12: :13.060 : A ..._82.470': #13: #14: `37:900 =74:400 #15: : <59;040:: :59.'040 ._ #16: 59.040 59.040 _ #17: Y 74:400 :37,900 ` _ #19: . 82.470 : 13:060 #20: 82A70 -13;060' No. of Load Points, N =�1 ,- Load Point Data: Point #1 X-Coordinate (in.) T Y-Coordinate (in.) _ Z-Coordinate (in.) _ Axial Load, Pz (k) _ Shear Load, Px (k) _ Shear Load, Py (k) _ Moment, Mx On-k) Moment, My (in-k) _ Moment, Mz (in-k) Bolt Reactions (k) .Axiaf.Rz .. Shear Rh #1: -0.57 0.58 .... #2: .............,.............. 0.57 ..... _...... ....... 0.58 ......_..._......._.... #3: ........ -1.65 0.58 .. #4: ................_............_....... 1.65 .... 0.58 _....:....................._..._.___............ 0.58 #6: 2.57 0.58 #7:.........:.......................... ... 3... ........... ................ ..... ... . 0.58.....- . #8: __._- ... __. 3.23 .......... 0.58 ..... #9: ..... .............._........ -3.58 ............ 0.58 #10: ._..._..__........................I.,..:....................... 3.58 0.58 .................. #11: ................................_..................... -3.58 0.58 _..._...._.. #12: ..._._.._._.__..._................. 3.58 0.58 _ #13: ................ . .._...._.................... -3.23 .... ....._............. ......... 0.58 _...._.__.__. #1a: _,........_..__. 3.23 ....................._......... ..... 0.58 #15: -2.57 0.58 #16: ____.............__..........._._.-.._................ . 2.57 0.58 #V: ..r............................. ............_._.._...._..,.,.. -1.65 0.58 ..........,._................_ #18: ..........................__........_.._. 1.65 0.58 #19: w.....__........ ._.._.........:....,_..__..._...__. -0.57 0.68 __.._..,............__............., #20: 0.57 ............................_ 0..58 1 of 1 • 8ce • • • 60.0 • • 40.0 • 20.0 _) 400.06 -50.0 20 50'.0 0100.0 y -20.0 • .ao.0 • • -60.0 • •.80 • • •100.0 X - AXIS (in.) _ 0 Xc = 0.000 in. Yc 0.000 in. Ix = 69717.42 in ^2 ly = .... _........ _.... _.. 69717.42 in "2 J = 139434.85 in ^2 IXy T in.^2 0 = _0.00 0.000 dea. I Pz = 0.00 X Px = 11.62 E Py = ...._,.0.00 ......,. Y. Mx = 3030.00 _.........._..........._....... I my = 0.00 I Mz =1 0,00 Bolt Reaction Summa : Rz(max) = 3.58 kips Rz(min) _ -3.58 kips ............._._.. Rh(max) = 0.58 kips 11/20/2012 4:19 PM f I ONEALCHUBB Project Name: ENGINEERING Project No: q e 12 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO ANCHOR BOLTS Greenville, SC 29607 Designed By: Date: Checked By: Date: App'd By: Date: Tel.864-298-2000 RAH i 11/20/2012 Anchor Bolt Loading P Distance D= 4.75 in Uplift P= 3.6 kips i L=(8 in+D)=12.750 in T=LxP/8.00 in =5.74 kips `A' INTERIOR TANK SHELL 'D' 2EF I WHEAV% HE>E NU7 RASE AUGL= a DDWN CLI FLAT WASH:R a, MIN. GRI r' rr v �EL p�b.d ;7: M roUNMATHIN 3/4` DIA. ANCHOR 3OLT—� -10' MIN, g• MIN. SECTION W—W T FAT, Project Job no. Page 13 O'Neal Inc. CHUBB ENGINEERING - SILVER -LINE 200600072 Calcs for Start page no./Revision 10 Falcon Crest Drive Greenville, SC 29607 SILO ANCHOR BOLTS 1 Tel. 864-298-2000 Cates by Calcs date Checked by Checked date Approved by Approved date RAH 11 /21 /2012 ANCHOR BOLT DESIGN In accordance with AC1318-11 Tedds calculation version 2.0.09 Anchor bolt geometry Type of anchor bolt Diameter of anchor bolt Number of bolts in x direction Number of bolts in y direction Total number of bolts Total number of bolts in tension Spacing of bolts in x direction Spacing of bolts in y direction Number of threads per inch Effective cross -sectional area of anchor Embedded depth of each anchor bolt Foundation geometry Cast -in headed end bolt anchor de = 0.75 In Nbonx = 2 Nbolty = 1 motal = Nbonx = 2 niens = Nbo@N = 2 Sboltx = 26 In sbolty = 0 in nt = 10 Asa = rc / 4 x (da - 0.9743 in / nt)2 = 0.334 in her = 13.6 in Member thickness he = 20 in Dist center of baseplate to left edge foundation xcat = 20 in Dist center of baseplate to right edge foundation xca2 = 20 in Dist center of baseplate to bot. edge foundation ycel = 20 in Dist center of baseplate to top edge foundation yce2 = 20 in Material details Minimum yield strength of steel fya = 36 ksi Nominal tensile strength of steel futa = 58 ksi Compressive strength of concrete & = 4 ksi Concrete modification factor %= 1.00 Concrete reduction factor (D.3.6) ke = 1.0 x X = 1.00 Strength reduction factors Tension of steel element 0.75 Shear of steel element 0.65 Concrete tension 0.75 Concrete shear 0.75 Concrete tension for pullout �t,ca = 0.70 Concrete shear for pryout OV,ca = 0.70 Anchor forces Number of bolt rows in tension NbonN = 2 Axial force in bolts for row 1 Ni = 5.74 kips Axial force in bolts for row 2 N2 = 5.74 kips Total axial force on bolt group NR = 11.48 kips Maximum axial force to single bolt Nmax,s = 5.74 kips Eccentricity of axial load (from bolt group centroid) e'N = 0.00 in Shear force applied to bolt group V = 0.60 kips Steel strength of anchor in tension (D.5.1) Nominal strength of anchor in tension Nee = Asa x futa = 19.40 kips Steel strength of anchor in tension ONsa = ot,s x Nsa = 14.55 kips f F,•(. Project Job no. Page 14 O'Neal Inc. CHUBB ENGINEERING -SILVER-LINE 200900072 Calcs for Start page no./Revision 10 Falcon Crest Drive Greenville, SC 29607 SILO ANCHOR BOLTS 2 Tel. 864-298-2000 Calcs by Cates date Checked by Checked date Approved by Approved date RAH 11 /21 /2012 PASS - Steel strength of anchor exceeds max tension in single bolt Check concrete breakout strength of anchor bolt in tension (D.5.2) A A b 00 A b N7.0'y1 2' 2.0" ►1 7.0"� Plan on foundation 11.48 kips 0.6 kips to Eo 3' 4" b Section A -A Concrete breakout - tension The anchors are located at less than 1.5hef from 4 edges. Therefore the effective embedded depth has to be limited i to 13.33" in accordance with D.5.2.3 Limiting embedded depth het,iim = 13.33 In Stength reduction factor of = 0.65 i Coeff for basic breakout strength in tension kc = 24 Breakout strength for single anchor in tension Nb = 16 x as x 4(f'c x 1 psi) x hef,limsf3 x 1 in113 = 75.87 kips Projected area for groups of anchors ANc = 1600 in' Projected area of a single anchor ANco = 9 x hef,lim2 = 1600 in2 Min dist center of anchor to edge of concrete Ce,min = 7 in Mod factor for groups loaded eccentrically Wec,N = min(1 / (1 + ((2 x e'N) / (3 x hef,iim))), 1)=_ 1.000 Modification factor for edge effects Wed,N = 0.7 + 0.3 x (Ca,min / (1.5 x hef,nm)) = 0.805 Modification factor for no cracking at service loads llfc,N = 1.000 Modification factor for cracked concrete Vcp,N = 1.000 Nominal concrete breakout strength Ncbg = ANc / ANco X Wed,N x yfc,N x yfcp,N x Nb = 61.07 kips Concrete breakout strength Ocbg = otx x Ncbg = 45.80 kips PASS - Breakout strength exceeds tension in bolts Pullout strength (D.5.3) Net bearing area of the head of anchor Abrg = 0.5 in' Mod factor for no cracking at service loads llfc,P = 1.000 Pullout strength for single anchor Np = 8 x Abrg x fc = 16.00 kips Nominal pullout strength of single anchor Npn = yfc,P x Np = 16.00 kips Pullout strength of single anchor ONpn = ot,ce x Npn = 11.20 kips PASS - Pullout strength of single anchor exceeds maximum axial force in single bolt Side face blowout strength (D.5.4) As haf <= 2.5 xmin(ca,, cat) the edge distance is considered to be far from an edge and blowout strength need not be considered Steel strength of anchor in shear (D.6.1) Built-up grout pads are used so nominal strength will be multiplied by 0.8 (D.6.1.3) Effective number of anchors in shear Nbonv = 2 Nom strength of anchor in shearVsa = 0.8 x Nbcity x 0.6 x Ase x futa = 18.62 kips U EAL Project ,lob no. Page 15 O'Neal Inc. CHUBB ENGINEERING - SILVER -LINE 200l300072 Calcs for Start page no./Revision 10 Falcon Crest Drive Greenville, SC 29607 SILO ANCHOR BOLTS 3 Tel. 864-298-2000 Calcs by Calcs date Checked by Checked date Approved by Approved date RAH 11 /21 /2012 Steel strength of anchor in shear OVsa = ov,s x Vsa = 12.10 kips PASS - Steel strength of anchor exceeds shear in bolts Concrete breakout strength in shear - Case 2. All shear resisted by rear bolts (D.6.2) A A 17.0"►12' 2.0"P17.0"►I Plan on foundation 11.48 kips 0.6 kips 0 fa �3, 4"�I Section A -A Concrete breakout - shear The anchors are influenced by three or more edges where any edge distance is less than 1.5ca1 so value of cal is limited to c'a1 Bolt offset for limiting shear xv,r = 19.67 in Limiting egde distance c'a1 = 13.33 in Applied shear Vapp = V = 0.60 kips Edge distance x for shear near corner ca1 = 33 in Edge distance y for shear near corner ca2 = min(yce1, yce2) - (((Nboly - 1)/2) x sbo4) = 20 in Load bearing length of anchor Basic concrete breakout strength Projected area of a single anchor Projected area of a group of anchors Mod factor for edge effect Eccentricity of loading Modification factor of eccentric loading Modification factor for cracking Modification factor for edge distance Nominal concrete break out strength in shear Concrete break out strength in shear Concrete breakout strength in shear (D.6.2) le = min(hef, 8 x da) = 6 in Vb = 7 x (le / da)0-2 x 4(da) x X. x 1i(f'c x 1 psi) x (c'a1)1.5 = 28.29 kips Avc. = 4.5 x c'a12 = 800 in Avc = 800 in yred.v = 1.000 = 1.000 e'v=0in Wec,v = min(.1, 1 / (1 + ((2 x e'v) / (3 x Cal)))) = 1.000 VC,v = 1.000 Vh,v = 1.0 = 1.000 Vcbg = Avc / Avco x llrec,v x yred,v x Vc,v x tlrh,v x Vb = 28.29 kips Wcbg = fpv,c xVcbg = 21.22 kips PASS - Shear breakout strength exceeds shear in bolts a F.AT. Project Job no. Page 16 O'Neal Inc. CHUBB ENGINEERING - SILVER -LINE 200500072 Calcs for Start page no./Revision 10 Falcon Crest Drive Greenville, SC 29607 SILO ANCHOR BOLTS 4 Tel. 864-298-2000 Calcs by Calcs date Checked by Checked date Approved by Approved date RAH 11/21/2012 A A i5 A b ro N7.0'yk 2' 2.0"1,1 7.0"►I Plan on foundation 11.48 kips 0.6 kips Concrete breakout - side shear n m - �—T 4" � Section A -A The anchors are influenced by three or more edges where any edge distance is less than 1.5ca,,p so value of ca1,p is limited to c'a1,p Bolt offset for limiting shear yv,r,p = 6.67 in Limiting egde distance c'a1,p = 13.33 in Applied shear Vapp = V = 0.60 kips Edge distance x for shear near corner ca1,p = 20 in Edge distance y for shear near corner ca2,p = min(xcet, xce2) - (((Nboitx - 1)/2) x sbcHx) = 7 in Load bearing length of anchor le = min(her, 8 x da) = 6 in Basic concrete breakout strength Vb,p = 7 x (le / da)0-2 x 4(da) x %a x 4(f'c x 1 psi) x (c'a1,p)" = 28.29 kips Projected area of a single anchor Avco,p = 4.5 x c'al,p2 = 800 in Projected area of a group of anchors Avc,p = 800 in2 Mod factor for edge effect Wed,V,p = 1.000 Eccentricity of loading e'v,p = 0 in Modification factor of eccentric loading Vec,v,p = min(1, 1 / (1 + ((2 x e'v,p) / (3 x c'a1,p)))) = 1.000 Modification factor for cracking lilc,V = 1.000 Modification factor for edge distance Wh,V,p = 1.0 = 1.000 Nominal concrete break out strength in shear Vcbg,p = 2 X Avc,p / AVco,p X Vec,V,p X yfed,V,p X Vc,V x Wh,V,p x Vb,p = 56.59. kips Concrete break out strength in shear OVcbg,p = �v,c XVcbg,p = 42.44 kips PASS - Shear breakout strength parallel to edge exceeds shear in bolts Pryout strength of anchor in shear (D.6.3) Coefficient of pryout strength kcp = 2.0 Nominal pryout strength of anchor in shear Vcpg = kcp x Ncbg = 122.14 kips Pryout strength of anchor in shear 0Vep9 = �v,cB x Vcpg = 85.50 kips PASS - Pryout strength of anchor exceeds shear in bolts Interaction of tensile and shear forces Critical design strength in tension ONn = ONpn = 11.20 kips Critical applied tensile force Nua = Nmax,s = 5.74 kips As Nua > 0.2 x 0 Nn partial strength shear permitted Critical design strength in shear OW = �Vsa = 12.10 kips Critical applied shear force Vua = abs(V) = 0.60 kips As Vua <= 0.2 x 0Vn full strength in tension permitted Interaction lb = Nua / �Nn + Vua / OVn = 0.562 PASS - interaction of forces is less than or equal to 1.2 Page 17 THE Dvs,Njss Of pR0jjycr 0a&l-y-qRv Greenville,SC Current Date: 11/21/2012 9:14 AM Units system: English Project: 13.92' DIA. X 41.44' TALL SILO - COMBINED FOUNDATION Client: CHUBB ENGINEERING Structural Engineer: R HILL File name: C:\Users\rhill\Documents\Mv Documents\Mv Proiects\CHU ANALYSIS MODEL Job Number: 200800072 Revision: 0 Page 18 THe us,,Ng � ,Il Greenville,SC Current Date: 11/21/2012 9:15 AM Job Number: 200800072 Units system: English Revision: 0 Project: 13.92' DIA. X 41.44' TALL SILO - COMBINED FOUNDATION Client: CHUBB ENGINEERING Structural Engineer: R HILL File name: C:\Users\rhill\Documents\My Documents\My Projects\CHUBB\Phase 38\COMBINED FOOTING.etz\ Load condition: DL=Dead Load DEAD LOADS Page 19 `t OVSI o Ixitr c Greenville Current Date: 11/21/2012 9:16 AM Job Number: 200800072 Units system: English Revision: 0 Project: 13.92' DIA. X 41.44' TALL SILO - COMBINED FOUNDATION Client: CHUBB ENGINEERING Structural Engineer: R HILL File name: C:\Users\rhill\Documents\My Documents\My Projects\CHUBB\Phase 38\COMBINED FOOTING.etz\ Load condition: LL=LIVE LOAD LIVE LOADS.1 J _ 1 i Page 20 THE 13ltarj.pRojgeT ovifygKIGreenville,SC Current Date: 11/21/2012 9:17 AM Job Number: 200800072 Units system: English Revision: 0 Project: 13.92' DIA. X 41.44' TALL SILO - COMBINED FOUNDATION Client: CHUBB ENGINEERING Structural Engineer: R HILL File name: C:\Users\rhill\Documents\My Documents\My Projects\CHUBB\Phase 38\COMBINED FOOTING.etz\ Load condition: LLI=LIVE LOAD 2 LIVE LOADS 2 Page 21 THS 405110ISS,F Intl j r f . Dat(voKv. Greenville,SC Current Date: 11/21/2012 9:18 AM Job Number: 200800072 Units system: English Revision: 0 Project: 13.92' DIA. X 41.44' TALL SILO - COMBINED FOUNDATION Client: CHUBB ENGINEERING Structural Engineer: R HILL File name: C:\Users\rhill\Documents\My Documents\My Projects\CHUBB\Phase 38\COMBINED FOOTING.etz\ Loads 92 CMCe Wted - NaS Page 22 Tpis ous,14,gsvJt Greenville,SC Current Date: 11/21/2012 9:18 AM Job Number: 200800072 Units system: English Revision: 0 Project: 13.92' DIA. X 41.44' TALL SILO - COMBINED FOUNDATION Client: CHUBB ENGINEERING Structural Engineer: R HILL File name: C:\Users\rhill\Documents\My Documents\My Projects\CHUBB\Phase 38\COMBINED FOOTING.etz\ Load condition: WZ=WIND Z DIRECTION ai— WIND Z DIRECTION Page 23 THE OUSINff$$ Of PROJECT D.61rfilt ' Greenville,SC Current Date: 11/21/2012 12:05 PM Units system: English Project: 13.92' DIA. X 41.44' TALL SILO - COMBINED FOUNDATION Client: CHUBB ENGINEERING Structural Engineer: R HILL Job Number: 200800072 Revision: 0 Internal forces `GIs KAI Wax 12.37 11.57 10.787s 9.98 9.19 8.39 7.60 6.80 6.00 5.21 4.41 3.62 02.82 ,2.03 1.23 0.44 Page 24 THE SUSIr ESE Op pttoi ct outivgRy Greenville,SC Current Date: 11/21/2012 9:24 AM Units system: English Project: 13.92' DIA. X 41.44' TALL SILO - COMBINED FOUNDATION Client: CHUBB ENGINEERING Structural Engineer: R HILL File name: C:\Users\rhiil\Documents\Mv Documents\Mv Proiects\CHU 38\COMBINED FOOTING.etz\ Job Number: 200800072 Revision: 0 internal farces Sttelrs [10" VIT] Mmax 15.09 14.12 13.16 12.20 11.24 10.27 18.35 g.31 7.3'g 6.42 5.46 4.50 3.54 2.57 1.61 0.65 Page 25 "RECTBEAM (318-05).xls" Program Version 1.2 Job Name: ICHUBB ENGINEERING I Subject: I SILO FOUNDATION Job Number: 1200800072 1 Oriqinator: IRA HILL I Checker: Input Data: #6 @ 12 " = .44 sq in /FT Beam or Slab Section? Reinforcing Yield Strength, fy = Concrete Comp. Strength, Vc = Slab Section Width, b = Depth to Tension Reinforcing, d Total Slab Section Depth, h = Ultimate Design Moment, Mu = Tension Reinforcing, As = Depth to Compression Reinf., d' = Compression Reinforcing, A's = Stress Block Data: 01 = 0.85 31 = 1.05-0.05*fc >= 0.65 c = 0.761 in. c=(As*fy/(0.85*fc*b))/Beta1 0.647a = in. a = 01 *c b=12" d' As Doubly Reinforced Section Reinforcing Criteria: p = 0.00183 p = As/(b*d) pb = 0.02851 pb = 0.85*(31*fc/fy*(87/(87+fy) p(min) = N.A. p(min) >= 3*SQRT(fc)/fy >= 200/fy As(min) = N.A. As(min) = p(min)*b*d p(temp) = 0.00180 p(temp) = 0.0018*60/fy for fy >= 60, else 0.002-0.00002*(fy-50) As(temp) = 0.518 in ^2 (total) As(temp) = p(temp)*b*h p(max) = 0.02064 p(max) = 0.85*fc*Betal*(0.003/(0.003+0.004))/fy As(max) = 4.954 in ^2 As(max) = p(max)*b*d for singly reinforced, or for doubly reinforced: As(max) =(0.85*fc*Q1*c*b+A's*(c-d')/c*ec*Es)/fy for c = ec*d/(Ec+0.004) Ultimate Moment Capacity: >= As = 0.44 in.A2, O.K. e's = N.A. e's = Ec*(c-d')/c f's = N.A. ksi f's = e's*Es Et = 0.07582 et = ec*(d-c)/c >= 0.005, Tension -controlled 0 = 0.900 0 = 0.65+0.25*(Et-fy/Es)/(0.005-fy/Es) <= 0.90 0Mn = 38.96 ft-kips for singly reinforced: 0Mn = �*(As*fy*(d-a/2)) for doubly reinforced: 0Mn =$*(Asl*fy(d-a/2)+A's*f's*(d-d')) >= Mu = 15 ft-kips, O.K. 1 of 1 11/21/2012 12:10 PM I 009P e c7 Project No: Subject/Description: 9---- - - . -- Designed/Prepared By; Name: - �0A-MPZ0 A-) C-Aug f% CPO - 0"2 Date: I By: Sheet -26 of 'NFAL THE BUSINESS OF PROJECT DELIVERY .......... ..... .... . .. ......... . ............. . . .. .... ........ ----- - ..... . .. ..................... . . ............................ ..... .. ..... J 5015k,"PT . .............................. ... .......... ............ ......*----.......... . . ....... .... . ... ............ ... . *--------;-: ........... .. ....... ....... .... APc .... ... .... .......... ........... ..... ... ... I .......... ... ...... ... .......... ... .. .. . . . .. . .... .. . - - - . ... .. .... ....... ...... .. ...... .. ....... ...... K . ...... . ..... .. ... ... . ......... --,j8,5.S,.;f ....... ....... .. ....... ....... . .... ........... . ...... . ... .... . ....... . i .... .. ...... . .... ........ . ................. . . ......... ....... ... ......... . .......... . . ..... I ..... ... . ............... ...... .... ......... . .......... . ......... ........ . .... . ..... . ....... . ........ .............. .. ..... . ... .. .. ... .. . .. .. .......... ...... .. ... ..... ........ .... . . ..... . ..... . ... . ..... I .. . ....... ....... ... . .. .. ........ . ..... .............. . ........ ...... ... . ..... .... ....... ... .. ............ .... ................. . ...... ...... ................. 4 4 • .... .......... . ......... ...... . . . .... ...... . .. ........... . ... ......... .. . . ...... ...... ............. .. .. .. ...... .. ......... ..... .... .......... . . . . ... ...... . .............. . ............ . ...... . . ....... ............ ....... ......... .... ....... ............ . .. .......... .......... . .... ...... . ........ ...... .. . ... .............. . . .......... I ........ ........ ...... ... ..... . ........... ........ wi. ..... ...... .... . ...... ... ........ ........................ ... . ........ ......... . I .. .... ... .... ...... . ....... . . ...... J. ..... . ...... ....... .. ........ ...... ... .. - - - - - - ... .... .... .. ........ * : . ... .. .. .... .. . .. ........ . . ... .... . . .. ... ... ... ......... ......... ..... . ...... t ...... ... ... . . ..... ......... ........ ........ .. ........ . ... . .. ..... ........... ... .. ... .......... ..... .. .......... ..... . ... ............. ........... .......... ........ . . ............ . ......... A--: ........ . ...... . P.O. Box 10269 • Greenville, SC • 29603-0269 • (864) ......... J ... . ...... . .......... ..... . .... .................................................... 298-2000 - Fax: (864) 298-2200 Project Name: Project No: M1 0"N CHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive FOUNDATION FOR SILOS A 1: Designed By Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 11/21/2012 APPENDIX A FINITE ELEMENT ANLAYSIS DATA INPUT Project Name: .Project No: CHUBB ENGINEERING 1200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 2 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.664-298-2000 RAH 1 11/21/2012 (Y... NE A L I I THE BUSINESS Of PROJECT DEuveRy Greenville,SC Current Date: 11/21/2012 1:29 PM Job Number: 200800072 Units system: English Revision: 0 Project: 13.92' DIA. X 41.44' TALL SILO - COMBINED FOUNDATION Client: CHUBB ENGINEERING Structural Engineer: R HILL File name: C:\Users\rhill\Documents\My Documents\My Projects\CHUBB\Phase 38\COMBINED FOOTING.etz\ Geometry data GLOSSARY Cb22, Cb33 : Moment gradient coefficients Cm22, Cm33 : Coefficients applied to bending term in interaction formula d0 : Tapered member section depth at J end of member DJX : Rigid end offset distance measured from J node in axis X DJY : Rigid end offset distance measured from J node in axis Y DJZ : Rigid end offset distance measured from J node in axis Z DKX : Rigid end offset distance measured from K node in axis X DKY : Rigid end offset distance measured from K node in axis Y DKZ : Rigid end offset distance measured from K node in axis Z dL : Tapered member section depth at K end of member Ig factor : Inertia reduction factor (Effective Inertia/Gross Inertia) for reinforced concrete members K22 : Effective length factor about axis 2 K33 : Effective length factor about axis 3 L22 : Member length for calculation of axial capacity L33 : Member length for calculation of axial capacity LB pos : Lateral unbraced length of the compression flange in the positive side of local axis 2 LB neg : Lateral unbraced length of the compression flange in the negative side of local axis 2 RX : Rotation about X RY : Rotation about Y RZ : Rotation about Z TO : 1 = Tension only member 0 = Normal member TX : Translation in X TY : Translation in Y TZ : Translation in Z Project Name: Project No: , ul-,-� NIE-AL CHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 3 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 11/21/2012 Nodes Node X Y Z Rigid Floor Ift] Ift] Ift] 1 0.2384 0.00 -19.1904 0 2 0.2384 0.00 -1.1904. 0 3 54.2384 0.00 -19.1904 0 4 54.2384 0.00 -1.1904 0 5 0.2384 0.00 -10.1904 0 6 54.2384 0.00 -10.1904 0 13 15.4384 0.00 -13.3494 0 15 14.1587 0.00 -15.1106 0 17 12.3975 0.00 -16.3903 0 19 10.327 0.00 -17.063 0 21 8.1499 0.00 -17.063 0 23 6.0794 0.00 -16.3903 0 25 4.3182 0.00 -15.1106 0 27 3.0385 0.00 -13.3494 0 29 2.3658 0.00 -11.2789 0 31 2.3658 0.00 -9.1018 0 33 3.0385 0.00 -7.0313 0 35 4.3182 0.00 -5.2701 0 37 6.0794 0.00 -3.9904 0 39 8.1499 0.00 -3.3177 0 41 10.327 0.00 -3.3177 0 43 12.3975 0.00 -3.9904 0 45 14.1587 0.00 -5.2701 0 47 15.4384 0.00 -7.0313 0 49 16.1111 0.00 -9.1018 0 51 34.1111 0.00 -11.2789 0 53 33.4384 0.00 -13.3494 0 55 32.1587 0.00 -15.1106 0 57 30.3975 0.00 -16.3903 0 59 28.327 0.00 -17.063 0 61 26.1499 0.00 -17.063 0 63 24.0794 0.00 -16.3903 0 65 22.3182 0.00 -15.1106 0 67 21.0385 0.00 -13.3494 0 69 20.3658 0.00 -11.2789 0 71 20.3658 0.00 -9.1018 0 73 21.0385 0.00 -7.0313 0 75 22.3182 0.00 -5.2701 0 77 24.0794 0.00 -3.9904 0 79 26.1499 0.00 -3.3177 0 81 28.327 0.00 -3.3177 0 83 30.3975 0.00 -3.9904 0 85 32.1587 0.00 -5.2701 0 87 33.4384 0.00 -7.0313 0 89 34.1111 0.00 -9.1018 0 131 16.1111 0.00 -11.2789 0 Project Name: Project No: 01NCHUBB ENGINEERING ' 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 4 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 11/21/2012 140 15.4384 0.00 -19.1904 0 141 3.03B5 0.00 -19.1904 0 142 4.3182 0.00 -19.1904 0 143 6.0794 0.00 -19.1904 0 144 8.1499 0.00 -19.1904 0 145 10.327 0.00 -19.1904 0 146 12.3975 0.00 -19.1904 0 147 14.1587 0.00 -19.1904 0 160 0.2384 0.00 -7.0313 0 161 0.2384 0.00 -13.3494 0 162 0.2384 0.00 -11.2789 0 163 0.2384 0.00 -9.1018 0 164 3.0365 0.00 -1.1904 0 165 6.0794 0.00 -1.1904 0 166 4.31B2 0.00 -1.1904 0 167 8.1499 0.00 -1.1904 0 168 10.327 0.00 -1.1904 0 169 12.3975 0.00 -1.1904 0 170 14.1587 0.00 -1.1904 0 171 15.4384 0.00 -1.1904 0 188 39.0385 0.00 -1.1904 0 189 40.3182 0.00 -1.1904 0 190 42.0794 0.00 -1.1904 0 191 44.1499 0.00 -1.1904 0 192 46.327 0.00 -1.1904 0 193 48.3975 0.00 -1.1904 0 194 .50.1587 0.00 -1.1904 0 195 51.4384 0.00 -1.1904 0 196 33.4384 0.00 -1.1904 0 197 32.1587 0.00 -1.1904 0 198 30.3975 0.00 -1.1904 0 199 28.327 0.00 -1.1904 0 200 26.1499 0.00 -1.1904 0 201 24.0794 0.00 -1.1904 0 202 22.3182 0.00 -1.1904 0 203 21.0385 0.00 -1.1904 0 220 21.0385 0.00 -19.1904 0 221 22.3182 0.00 -19.1904 0 222 24.0794 0.00 -19.1904 0 223 26.1499 0.00 -19.1904 0 224 28.327 0.00 -19.1904 0 225 30.3975 0.00 -19.1904 0 226 32.1587 0.00 -19.1904 0 227 33.4384 0.00 -19.1904 0 228 39.0385 0.00 -19.1904 0 229 40.3182 0.00 -19.1904 0 230 42.0794 0.00 -19.1904 0 231 44.1499 0.00 -19.1904 0 232 46.327 0.00 -19.1904 0 233 48.3975 0.00 -19.1904 0 234 50.1587 0.00 -19.1904 0 235 51.4384 0.00 -19.1904 0 240 54.2384 0.00 -13.3494 0 241 54.2364 0.00 -11.2789 0 1�NE Project Name: Project No: CHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 1 11/21/2012 242 54.2384 0.00 -9.1018 0 243 54.2384 0.00 -7.0313 0 244 3.0385 0.00 -14.5176 0 245 3.0385 0.00 -15.6858 0 246 3.0385 0.00 -16.854 0 247 3.0385 0.00 -18.0222 0 252 0.2384 0.00 -18.0222 0 253 0.2384 0.00 -16.854 0 254 0.2384 0.00 -15.6858 0 255 0.2384 0.00 -14.5176 0 258 6.0794 0.00 -17.7903 0 259 12.3975 0.00 -17.7903 0 262 2.7021 0.00 -12.3141 0 263 0.2384 0.00 -12.3141 0 264 2.3658 0.00 -10.1904 0 265 1.6385 0.00 -7.0313 0 266 1.3021 0.00 -9.1018 0 267 1.3021 0.00 -11.2789 0 268 1.6385 0.00 -13.3494 0 269 1.6385 0.00 -19.1904 0 270 1.6385 0.00 -18.0222 0 271 1.6385 0.00 -16.854 0 272 1.6385 0.00 -15.6858 0 280 0.2384 0.00 -8.0666 0 281 1.4703 0.00 -8.0666 0 282 2.7021 0.00 -8.0666 0 283 1.3021 0.00 -10.1904 0 284 1.4703 0.00 -12.3141 0 285 1.6385 0.00 -14.5176 0 286 0.2384 0.00 -5.8631 0 287 1.6385 0.00 -5.8631 0 288 0.2384 0.00 -4.6949 0 289 1.6385 0.00 -4.6949 0 290 0.2384 0.00 -3.5268 0 291 1.6385 0.00 -3.5268 0 292 0.2384 0.00 -2.3586 0 293 1.6385 0.00 -2.3586 0 294 1.6385 0.00 -1.1904 0 295 3.0385 0.00 -5.8631 0 296 3.0385 0.00 -4.6949 0 297 3.0385 0.00 -3.5268 0 298 3.0385 0.00 -2.3586 0 299 4.3182 0.00 4.4541 0 300 4.3182 0.00 -3.6382 0 301 4.3182 0.00 -2.8222 0 302 4.3182 0.00 -2.0063 0 303 4.3182 0.00 -18.3744 0 304 4.3182 0.00 -17.5585 0 305 4.3182 0.00 -16.7425 0 306 4.3182 0.00 -15.9266 0 307 5.1988 0.00 -1.1904 0 308 6.0794 0.00 -3.2904 0 309 6.0794 0.00 -2.5904 0 310 6.0794 0.00 -1.8904 0 Project Name: Project No: CHUBB ENGINEERING . 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 6 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 11/21/2012 I 311 7.1147 0.00 -1.1904 0 318 5.1988 0.00 -19.1904 0 319 7.1147 0.00 -19.1904 0 320 6.0794 0.00 -18.4903 0 321 6.0794 0.00 -17.0903 0 322 8.1499 0.00 -18.4812 0 323 8.1499 0.00 -17.7721 0 329 11.3622 0.00 -19.1904 0 330 13.2781 0.00 -19.1904 0 331 11.3622 0.00 -1.1904 0 332 13.27B1 0.00 -1.1904 0 333 14.1587 0.00 -18.3744 0 334 15.4384 0.00 -18.0222 0 335 14.1587 0.00 -17.5585 0 336 15.4384 0.00 -16.854 0 337 14.1587 0.00 -16.7425 0 338 15.4384 0.00 -15.6858 0 339 14.1587 0.00 -15.9266 0 340 15.4384 0.00 -14.5176 0 341 12.3975 0.00 -18.4903 0 342 12.3975 0.00 -17.0903 0 343 10.327 0.00 -18.4812 0 344 10.327 0.00 -17.7721 0 345 8.1499 0.00 -2.6086 0 346 8.1499 0.00 -1.8995 0 347 10.327 0.00 -2.6086 0 348 10.327 0.00 -1.8995 0 349 15.4384 0.00 -2.3586 0 350 14.1587 0.00 -2.0063 0 351 15.4384 0.00 -3.5268 0 352 14.1587 0.00 -2.8222 0 353 15.4384 0.00 -4.6949 0 354 14.1587 0.00 -3.6382 0 355 15.4384 0.00 -5.8631 0 356 14.15B7 0.00 -4.4541 0 357 12.3975 0.00 -1.8904 0 358 12.3975 0.00 -2.5904 0 359 12.3975 0.00 -3.2904 0 365 18.2384 0.00 -19.1904 0 366 18.2384 0.00 -1.1904 0 367 18.2384 0.00 -10.1904 0 368 18.2384 0.00 -7.0313 0 369 18.2384 0.00 -13.3494 0 370 18.2384 0.00 -11.2789 0 371 18.2384 0.00 -9.1018 0 372 21.0385 0.00 -14.5176 0 373 21.0385 0.00 -15.6858 0 374 21.0385 0.00 -16.854 0 375 21.0385 0.00 -18.0222 0 376 18.2384 0.00 -18.0222 0 377 18.2384 0.00 -16.854 0 378 18.2384 0.00 -15.6858 0 379 18.2384 0.00 -14.5176 0 380 24.0794 0.00 -17.7903 0 Project Name: Project No: O�Nr CHUBB ENGINEERING 200800072 O'Neal Inc. SubjecUDescription: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 7 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 1 11/21/2012 381 30.3975 0.00 -17.7903 0 382 20.7021 0.00 -12.3141 0 383 18.2384 0.00 -12.3141 0 384 20.3658 0.00 -10.1904 0 385 19.6385 0.00 -7.0313 0 386 19.3021 0.00 -9.101 B 0 387 19.3021 0.00 -11.2789 0 3B8 19.6385 0.00 -13.3494 0 389 19.6385 0.00 -19.1904 0 390 19.6385 0.00 -18.0222 0 391 19.63B5 0.00 -16.854 0 392 19.6385 0.00 -15.6858 0 393 18.2384 0.00 -8.0666 0 394 19.4703 0.00 -8.0666 0 395 20.7021 0.00 -8.0666 0 396 19.3021 0.00 -10.1904 0 397 19.4703 0.00 -12.3141 0 398 19.6385 0.00 -14.5176 0 399 18.2384 0.00 -5.8631 0 400 19.6385 0.00 -5.8631 0 401 18.2384 0.00 4.6949 0 402 19.6385 0.00 -4.6949 0 403 18.2384 0.00 -3.5268 0 404 19.6385 0.00 -3.5268 0 405 18.2384 0.00 -2.3586 0 406 19.6385 0.00 -2.3586 0 407 19.6385 0.00 -1.1904 0 408 21.03B5 0.00 -5.8631 0 409 21.0385 0.00 4.6949 0 410 21.0385 0.00 -3.5268 0 411 21.03B5 0.00 -2.3586 0 412 22.3182 0.00 -4.4541 0 413 22.3182 0.00 -3.6382 0 414 22.3182 0.00 -2.8222 0 415 22.3182 0.00 -2.0063 0 416 22.3182 0.00 -18.3744 0 417 22.3182 0.00 -17.5585 0 418 22.3182 0.00 -16.7425 0 419 22.31B2 0.00 -15.9266 0 420 23.1988 0.00 -1.1904 0 421 24.0794 0.00 -3.2904 0 422 24.0794 0.00 -2.5904 0 423 24.0794 0.00 -1.8904 0 424 25.1147 0.00 -1.1904 0 426 23.1988 0.00 -19.1904 0 427 25.1147 0.00 -19.1904 0 428 24.0794 0.00 -18.4903 0 429 24.0794 0.00 -17.0903 0 430 26.1499 0.00 -18.4812 0 431 26.1499 0.00 -17.7721 0 432 29.3622 0.00 -19.1904 0 433 31.2781 0.00 -19.1904 0 434 29.3622 0.00 -1.1904 0 435 31.2781 0.00 -1.1904 0 Project Name: Project No: 0-1 CHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 8 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 11/21/2012 436 32.1587 0.00 -18.3744 0 437 33.4384 0.00 -18.0222 0 438 32.1587 0.00 -17.5585 0 439 33.4384 0.00 -16.854 0 440 32.1587 0.00 -16.7425 0 441 33.4384 0.00 -15.6858 0 442 32.1587 0.00 -15.9266 0 443 33.4384 0.00 -14.5176 0 444 30.3975 0.00 -18.4903 0 445 30.3975 0.00 -17.0903 0 446 28.327 0.00 -18.4812 0 447 28.327 0.00 -17.7721 0 448 26.1499 0.00 -2.6086 0 449 26.1499 0.00 -1.8995 0 450 28.327 0.00 -2.6086 0 451 28.327 0.00 -1.8995 0 452 33.4384 0.00 -2.3586 0 453 32.1587 0.00 -2.0063 0 454 33.4384 0.00 -3.5268 0 455 32.1587 0.00 -2.8222 0 456 33.4384 0.00 -4.6949 0 457 32.1587 0.00 -3.6382 0 458 33.4384 0.00 -5.8631 0 459 32.1587 0.00 -4.4541 0 460 30.3975 0.00 -1.8904 0 461 30.3975 0.00 -2.5904 0 462 30.3975 0.00 -3.2904 0 466 16.8384 0.00 -18.0222 0 467 16.8384 0.00 -19.1904 0 468 16.8384 0.00 -16.854 0 469 16.8384 0.00 -15.6858 0 470 16.8384 0.00 -14.5176 0 471 16.8384 0.00 -13.3494 0 472 16.8384 0.00 -2.3586 0 473 16.8384 0.00 -1.1904 0 474 16.8384 0.00 -3.5268 0 475 16.8384 0.00 -4.6949 0 476 16.8384 0.00 -5.8631 0 477 16.8384 0.00 -7.0313 0 478 17.1748 0.00 -10.1904 0 479 17.1748 0.00 -9.1018 0 480 17.1748 0.00 -11.2789 0 481 16.1111 0.00 -10.1904 0 482 17.0066 0.00 -8.0666 0 483 15.7747 0.00 -8.0666 0 484 17.0066 0.00 -12.3141 0 485 15.7747 0.00 -12.3141 0 508 4.3182 0.00 -6.9102 0 509 3.0385 0.00 -8.0843 0 510 4.3182 0.00 -8.5503 0 511 3.0385 0.00 -9.1374 0 512 4.3182 0.00 -10.1904 0 513 3.0385 0.00 -10.1904 0 514 4.3182 0.00 -11.8305 0 Project Name: Project No: 0"N CHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 9 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 11/21/2012 515 3.0385 0.00 -11.2434 0 516 4.3182 0.00 -13.4705 0 517 3.0385 0.00 -12.2964 0 518 4.3182 0.00 -14.2906 0 519 3.0385 0.00 -12.8229 0 520 4.3182 0.00 -6.0901 0 521 3.03B5 0.00 -7.5578 0 522 6.0794 0.00 -5.5404 0 523 6.0794 0.00 -7.0904 0 524 6.0794 0.00 -8.6404 0 525 6.0794 0.00 -10.1904 0 526 6.0794 0.00 -11.7403 0 527 6.0794 0.00 -13.2903 0 528 6.0794 0.00 -14.8403 0 529 8.1499 0.00 -5.0359 0 530 8.1499 0.00 -6.754 0 531 8.1499 0.00 -8.4722 0 532 8.1499 0.00 -10.1904 0 533 8.1499 0.00 -11.9085 0 534 8.1499 0.00 -13.6267 0 535 8.1499 0.00 -15.3449 0 536 10.327 0.00 -5.0359 0 537 10.327 0.00 -6.754 0 538 10.327 0.00 -8.4722 0 539 10.327 0.00 -10.1904 0 540 10.327 0.00 -11.9086 0 541 10.327 0.00 -13.6267 0 542 10.327 0.00 -15.3449 0 543 12.3975 0.00 -5.5404 0 544 12.3975 0.00 -7.0904 0 545 12.3975 0.00 -8.6404 0 546 12.3975 0.00 -10.1904 0 547 12.3975 0.00 -11.7403 0 548 12.3975 0.00 -13.2903 0 549 12.3975 0.00 -14.8403 0 550 14.1587 0.00 -6.5001 0 551 14.1587 0.00 -7.7302 0 552 14.1587 0.00 -8.9603 0 553 14.1587 0.00 -10.1904 0 554 14.1587 0.00 -11.4204 0 555 14.1587 0.00 -12.6505 0 556 14.1587 0.00 -13.8806 0 557 15.4384 0.00 -8.0843 0 558 15.4384 0.00 -9.1374 0 559 15.43B4 0.00 -10.1904 0 560 15.4384 0.00 -11.2434 0 561 15.4384 0.00 -12.2964 0 562 15.4384 0.00 -7.5578 0 563 15.4384 0.00 -12.8229 0 564 22.3182 0.00 -14.2906 0 565 21.0385 0.00 -12.8229 0 566 22.3182 0.00 -13.4705 0 567 21.0385 0.00 -12.2964 0 568 22.3182 0.00 -11.8305 0 "LALO'Neal Project Name: Project No: CY N- CHUBB ENGINEERING 200800072 Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION All) Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 11/21/2012 569 21.0385 0.00 -11.2434 0 570 21.0385 0.00 -10.1904 0 571 21.0385 0.00 -9.1374 0 572 21.0385 0.00 -8.0843 0 573 21.03B5 0.00 -7.5578 0 574 22.3182 0.00 -6.0901 0 575 22.31 B2 0.00 -6.9102 0 576 22.3182 0.00 -8.5503 0 577 22.31 B2 0.00 -10.1904 0 578 24.0794 0.00 -14.8403 0 579 24.0794 0.00 -13.2903 0 580 24.0794 0.00 -11.7403 0 581 24.0794 0.00 -10.1904 0 582 24.0794 0.00 -8.6404 0 583 24.0794 0.00 -7.0904 0 584 24.0794 0.00 -5.5404 0 585 26.1499 0.00 -5.0359 0 586 28.327 0.00 -5.0359 0 587 26.1499 0.00 -6.754 0 588 28.327 0.00 -6.754 0 589 26.1499 0.00 -8.4722 0 590 28.327 0.00 -8.4722 0 591 30.3975 0.00 -7.0904 0 592 30.3975 0.00 -8.6404 0 593 30.3975 0.00 -5.5404 0 594 32.15B7 0.00 -6.5001 0 595 32.1587 0.00 -7.7302 0 596 32.1587 0.00 -8.9603 0 597 33.4384 0.00 -8.0843 0 598 33.4384 0.00 -9.1374 0 599 33.4384 0.00 -7.5578 0 600 33.7747 0.00 -8.0666 0 601 34.1111 0.00 -10.1904 0 602 33.4384 0.00 -10.1904 0 603 32.1587 0.00 -10.1904 0 604 30.3975 0.00 -10.1904 0 605 28.327 0.00 -10.1904 0 606 26.1499 0.00 -10.1904 0 607 26.1499 0.00 -11.9085 0 608 28.327 0.00 -11.9085 0 609 30.3975 0.00 -11.7403 0 610 32.1587 0.00 -11.4204 0 611 33.4384 0.00 -11.2434 0 612 33.7747 0.00 -12.3141 0 613 33.4384 0.00 -12.2964 0 614 32.1587 0.00 -12.6505 0 615 30.3975 0.00 -13.2903 0 616 28.327 0.00 -13.6267 0 617 26.1499 0.00 -13.6267 0 618 26.1499 0.00 -15.3449 0 619 28.327 0.00 -15.3449 0 620 30.3975 0.00 -14,8403 0 621 32.1587 0.00 -13.8806 0 622 33.4384 0.00 -12.8229 0 Project Name: Project No: CHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet noJrev. 10 Falcon Crest Drive SILO FOUNDATION A 11 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 1 11/21/2012 623 34.8384 0.00 -19.1904 0 624 34.8384 0.00 -18.0222 0 625 36.2384 0.00 -19.1904 0 626 36.2384 0.00 -18.0222 0 627 34.8384 0.00 -16.854 0 628 36.23B4 0.00 -16.854 0 629 34.8384 0.00 -15.6858 0 630 36.2384 0.00 -15.6858 0 631 34.8384 0.00 -14.5176 0 632 36.2384 0.00 -14.5176 0 633 34.8384 0.00 -13.3494 0 634 36.2384 0.00 -13.3494 0 635 35.0066 0.00 -12.3141 0 636 36.2384 0.00 -12.3141 0 637 35.1748 0.00 -11.2789 0 638 36.2384 0.00 -11.2789 0 639 35.1748 0.00 -10.1904 0 640 36.2384 0.00 -10.1904 0 641 35.1748 0.00 -9.1018 0 642 36.2384 0.00 -9.1018 0 643 35.0066 0.00 -8.0666 0 644 36.2384 0.00 -8.0666 0 645 34.8384 0.00 -7.0313 0 646 36.2384 0.00 -7.0313 0 647 34.8384 0.00 -5.8631 0 648 36.2384 0.00 -5.8631 0 649 34.8384 0.00 -4.6949 0 650 36.2384 0.00 4.6949 0 651 34.8384 0.00 -3.5268 0 652 36.2384 0.00 -3.5268 0 653 34.8384 0.00 -2.3586 0 654 36.2384 0.00 -2.3586 0 655 34.8384 0.00 -1.1904 0 656 36.2384 0.00 -1.1904 0 657 52.1111 0.00 -11.2789 0 658 51.4384 0.00 -13.3494 0 659 50.1587 0.00 -15.1106 0 660 48.3975 0.00 -16.3903 0 661 46.327 0.00 -17.063 0 662 44.1499 0.00 -17.063 0 663 42.0794 0.00 -16.3903 0 664 40.3182 0.00 -15.1106 0 665 39.0385 0.00 -13.3494 0 666 38.3658 0.00 -11.2789 0 667 38.3658 0.00 -9.1018 0 668 39.0385 0.00 -7.0313 0 669 40.3182 0.00 -5.2701 0 670 42.0794 0.00 -3.9904 0 671 44.1499 0.00 -3.3177 0 672 46.327 0.00 -3.3177 0 673 48.3975 0.00 -3.9904 0 674 50.1587 0.00 -5.2701 0 675 51.4384 0.00 -7.0313 0 676 52.1111 0.00 -9.1018 0 Project Name: Project No: OffN`CHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 12 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 11/21/2012 678 39.0385 0.00 -14.5176 0 679 39.0385 0.00 -15.6858 0 680 39.0385 0.00 -16.854 0 681 39.0385 0.00 -18.0222 0 682 42.0794 0.00 -17.7903 0 6B3 48.3975 0.00 -17.7903 0 684 38.7021 0.00 -12.3141 0 685 38.3658 0.00 -10.1904 0 686 37.6385 0.00 -7.0313 0 687 37.3021 0.00 -9.1018 0 688 37.3021 0.00 -11.2789 0 689 37.6385 0.00 -13.3494 0 690 37.6385 0.00 -19.1904 0 691 37.6385 0.00 -18.0222 0 692 37.6385 0.00 -16.854 0 693 37.6385 0.00 -15.6858 0 694 37.4703 0.00 -8.0666 0 695 38.7021 0.00 -8.0666 0 696 37.3021 0.00 -10.1904 0 697 37.4703 0.00 -12.3141 0 698 37.6385 0.00 -14.5176 0 699 37.6385 0.00 -5.8631 0 700 37.6385 0.00 -4.6949 0 701 37.6385 0.00 -3.5268 0 702 37.6385 0.00 -2.3586 0 703 37.6385 0.00 -1.1904 0 704 39.0385 0.00 -5.8631 0 705 39.0385 0.00 -4.6949 0 706 39.0385 0.00 -3.5268 0 707 39.0385 0.00 -2.3586 0 708 40.3182 0.00 -4.4541 0 709 40.3182 0.00 -3.6382 0 710 40.3182 0.00 -2.8222 0 711 40.3182 0.00 -2.0063 0 712 40.31B2 0.00 -18.3744 0 713 40.3182 0.00 -17.5585 0 714 40.3182 0.00 -16.7425 0 715 40.3182 0.00 -15.9266 0 716 41.1988 0.00 -1.1904 0 717 42.0794 0.00 -3.2904 0 718 42.0794 0.00 -2.5904 0 719 42.0794 0.00 -1.8904 0 720 43.1147 0.00 -1.1904 0 722 41.1988 0.00 -19.1904 0 723 43.1147 0.00 -19.1904 0 724 42.0794 0.00 -18.4903 0 725 42.0794 0.00 -17.0903 0 726 44.1499 0.00 -18.4812 0 727 44.1499 0.00 -17.7721 0 728 47.3622 0.00 -19.1904 0 729 49.2781 0.00 -19.1904 0 730 47.3622 0.00 -1.1904 0 731 49.2781 0.00 -1.1904 0 732 50.1587 0.00 -18:3744 0 Project Name: . Project No: O�N- tALCHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet noJrev. 10 Falcon Crest Drive SILO FOUNDATION A 13 Designed By: Date: Checked By: Date: App'd By: 16�-a� Greenville, SC 29607 Tel.864-298-2000 RAH 1 11/21/2012 733 51.4384 0.00 -18.0222 0 734 50.1587 0.00 -17.5585 0 735 51.4384 0.00 -16.854 0 736 50.1587 0.00 -16.7425 0 737 51.4384 0.00 -15.6858 0 738 50.1587 0.00 -15.9266 0 739 51.4384 0.00 -14.5176 0 740 48.3975 0.00 -18.4903 0 741 48.3975 0.00 -17.0903 0 742 46.327 0.00 -18.4812 0 743 46.327 0.00 -17.7721 0 744 44.1499 0.00 -2.6086 0 745 44.1499 0.00 -1.8995 0 746 46.327 0:00 -2.6086 0 747 46.327 0.00 -1.8995 0 748 51.4384 0.00 -2.3586 0 749 50.1587 0.00 -2.0063 0 750 51A384 0.00 -3.5268 0 751 50.1587 0.00 -2.8222 0 752 51.4384 0.00 -4.6949 0 753 50.1587 0.00 -3.6382 0 754 51.4384 0.00 -5.8631 0 755 50.1587 0.00 -4.4541 0 756 48.3975 0.00 -1.8904 0 757 48.3975 0.00 -2.5904 0 758 48.3975 0.00 -3.2904 0 759 40.3182 0.00 -14.2906 0 760 39.0385 0.00 -12.8229 0 761 40.3182 0.00 -13.4705 0 762 39.0385 0.00 -12.2964 0 763 40.3182 0.00 -11.8305 0 764 39.0385 0.00 -11.2434 0 765 39.0385 0.00 -10.1904 0 766 39.0385 0.00 -9.1374 0 767 39.0385 0.00 -8.0843 0 768 39.0385 0.00 -7.5578 0 769 40.3182 0.00 -6.0901 0 770 40.3182 0.00 -6.9102 0 771 40.3182 0.00 -8.5503 0 772 40.3182 0.00 -10.1904 0 773 42.0794 0.00 -14.8403 0 774 42.0794 0.00 -13.2903 0 775 42.0794 0.00 -11.7403 0 776 42.0794 0.00 -10.1904 0 777 42.0794 0.00 -8.6404 0 778 42.0794 0.00 -7.0904 0 779 42.0794 0.00 -5.5404 0 780 44.1499 0.00 -5.0359 0 781 46.327 0.00 -5.0359 0 782 44.1499 0.00 -6.754 0 783 46.327 0.00 -6.754 0 784 44.1499 0.00 -8.4722 0 785 46.327 0.00 -8.4722 0 786 48.3975 0.00 -7.0904 0 Project Name: Project No: OINIALCHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 14 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 1 11/21/2012 787 48.3975 0.00 -8.6404 0 788 48.3975 0.00 -5.5404 0 789 50.1587 0.00 -6.5001 0 790 50.1587 0.00 -7.7302 0 791 50.1587 0.00 -8.9603 0 792 51.4384 0.00 -8.0843 0 793 51.4384 0.00 -9.1374 0 794 51.4384 0.00 -7.5578 0 795 51.7747 0.00 -8.0666 0 796 52.1111 0.00 -10.1904 0 797 51.4384 0.00 -10,1904 0 798 50.1587 0.00 -10.1904 0 799 48.3975 0.00 -10.1904 0 800 46.327 0.00 -10.1904 0 801 44.1499 0.00 -10.1904 0 802 44.1499 0.00 -11.9085 0 803 46.327 0.00 -11.9085 0 804 48.3975 0.00 -11.7403 0 805 50.1587 0.00 -11.4204 0 806 51.4384 0.00 -11.2434 0 807 51.7747 0.00 -12.3141 0 808 51.4384 0.00 -12.2964 0 809 50.1587 0.00 -12.6505 0 810 48.3975 0.00 -13.2903 0 811 46.327 0.00 -13.6267 0 812 44.1499 0.00 -13.6267 0 813 44.1499 0.00 -15.3449 0 814 46.327 0.00 -15.3449 0 815 48.3975 0.00 -14.8403 0 816 50.1587 0.00 -13.8806 0 817 51.4384 0.00 -12.8229 0 818 52.8384 0.00 -19.1904 0 819 52.8384 0.00 -18.0222 0 820 54.2384 0.00 -18.0222 0 821 52.8384 0.00 -16.854 0 822 54.2384 0.00 -16.854 0 823 52.8384 0.00 -15.6858 0 824 54.2384 0.00 -15.6858 0 825 52.8384 0.00 -14.5176 0 826 54.2384 0.00 -14.5176 0 827 52.8384 0.00 -13.3494 0 828 53.0066 0.00 -12.3141 0 829 54.2384 0.00 -12.3141 0 830 53.1748 0.00 -11.2789 0 831 53.1748 0.00 -10.1904 0 832 53.1748 0.00 -9.1018 0 833 53.0066 0.00 -8.0666 0 834 54.2384 0.00 -8.0666 0 835 52.8384 0.00 -7.0313 0 836 52.8384 0.00 -5.8631 0 837 54.2384 0.00 -5.8631 0 838 52.8384 0.00 -4.6949 0 839 54.2384 0.00 -4.6949 0 840 52.8384 0.00 -3.5268 0 Project Name: Project No: AL CHUBB ENGINEERING 200800072 Subject/Description: Sheet no./rev. O'Neal Inc. 10 Falcon Crest Drive SILO FOUNDATION A 15 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 1 11/21/2012 841 54.2384 842 52.8384 843 54.2384 844 52.8384 Restraints 0.00 0.00 0.00 0.00 -3.5268 -2.3586 -2.3586 -1.1904 0 0 0 0 Node TX TY TZ RX RY RZ 2 1 0 1 0 0 0 4 0 0 1 0 0 0 Springs Node TX TY TZ RX RY RZ [Kip/in] [Kip/in] [Kip/in] [Kip*ff/rad] [Kip*ff/rad] [Kip*ff/rad] 1 0.00 5.8333 0.00 5.8333 0.00 5.8333 2 0.00 5.8333 0.00 5.8333 0.00 5.8333 3 0.00 5.8333 0.00 5.8333 0.00 5.8333 4 0.00 5.8333 0.00 5.8333 0.00 5.8333 5 0.00 5.8333 0.00 5.8333 0.00 5.8333 6 0.00 5.8333 0.00 5.8333 0.00 5.8333 13 0.00 5.8333 0.00 5.8333 0.00 5.8333 15 0.00 5.8333 0.00 5.8333 0.00 5.8333 17 0.00 5.8333 0.00 5.8333 0.00 5.8333 19 0.00 5.8333 0.00 5.8333 0.00 5.8333 21 0.00 5.8333 0.00 5.8333 0.00 5.8333 23 0.00 5.8333 0.00 5.8333 0.00 5.8333 25 0.00 5.8333 0.00 5.8333 0.00 5.8333 27 0.00 5.8333 0.00 5.8333 0.00 5.8333 29 0.00 5.8333 0.00 5.8333 0.00 5.8333 31 0.00 5.8333 0.00 5.8333 0.00 5.8333 33 0.00 5.8333 0.00 5.8333 0.00 5.8333 35 0.00 5.8333 0.00 5.8333 0.00 5.8333 37 0.00 5.8333 0.00 5.8333 0.00 5.8333 39 0.00 5.8333 0.00 5.8333 0.00 5.8333 41 0.00 5.8333 0.00 5.8333 0.00 5.8333 43 0.00 5.8333 0.00 5.8333 0.00 5.8333 45 0.00 5.8333 0.00 5.8333 0.00 5.8333 47 0.00 5.8333 0.00 5.8333 0.00 5.8333 49 0.00 5.8333 0.00 5.8333 0.00 5.8333 51 0.00 5.8333 0.00 5.8333 0.00 5.8333 53 0.00 5.8333 0.00 5.8333 0.00 5.8333 55 0.00 5.8333 0.00 5.8333 0.00 5.8333 57 0.00 5.8333 0.00 5.8333 0.00 5.8333 59 0.00 5.8333 0.00 5.8333 0.00 5.6333 Project Name: Project No: 0,01NCHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 16 Designed By: Date: Checked By: Date: App'd By: TDate: Greenville, SC 29607 Tel.864-298-2000 RAH 1 11/21/2012 61 0.00 5.8333 0.00 5.8333 0.00 5.8333 63 0.00 5.8333 0.00 5.8333 0.00 5.8333 65 0.00 5.8333 0.00 5.8333 0.00 5.8333 67 0.00 5.8333 0.00 5.8333 0.00 5.8333 69 0.00 5.8333 0.00 5.8333 0.00 5.8333 71 0.00. 5.8333 0.00 5.8333 0.00 5.8333 73 0.00 5.8333 0.00 5.8333 0.00 5.8333 75 0.00 5.8333 0.00 5.8333 0.00 5.8333 77 0.00 5.8333 0.00 5.8333 0.00 5.8333 79 0.00 5.8333 0.00 5.8333 0.00 5.8333 81 0.00 5.8333 0.00 5.8333 0.00 5.8333 83 0.00 5.8333 0.00 5.8333 0.00 5.8333 85 0.00 5.8333 0.00 5.8333 0.00 5.8333 87 0.00 5.8333 0.00 5.8333 0.00 5.8333 89 0.00 5.8333 0.00 5.8333 0.00 5.8333 131 0.00 5.8333 0.00 5.8333 0.00 5.8333 140 0.00 5.8333 0.00 5.8333 0.00 5.8333 141 0.00 5.8333 0.00 5.8333 0.00 5.8333 142 0.00 5.8333 0.00 5.8333 0.00 5.8333 143 0.00 5.8333 0.00 5.8333 0.00 5.8333 144 0.00 5.8333 0.00 5.8333 0.00 5.8333 145 0.00 5.8333 0.00 5.8333 0.00 5.8333 146 0.00 5.8333 0.00 5.8333 0.00 5.8333 147 0.00 5.8333 0.00 5.8333 0.00 5.8333 160 0.00 5.8333 0.00 5.8333 0.00 5.8333 161 0.00 5.8333 0.00 5.8333 0.00 5.8333 162 0.00 5.8333 0.00 5.8333 0.00 5.8333 163 0.00 5.8333 0.00 5.8333 0.00 5.8333 164 0.00 5.8333 0.00 5.8333 0.00 5.8333 165 0.00 5.8333 0.00 5.B333 0.00 5.8333 166 0.00 5.8333 0.00 5.8333 0.00 5.8333 167 0.00 5.8333 0.00 5.B333 0.00 5.8333 169 0.00 5.8333 0.00 5.8333 0.00 5.8333 170 0.00 5.8333 0.00 5.8333 0.00 5.8333 171 0.00 5.8333 0.00 5.8333 0.00 5.8333 188 0.00 5.8333 0.00 5.8333 0.00 5.8333 189 0.00 5.8333 0.00 5.8333 0.00 5.8333 190 0.00 5.8333 0.00 5.8333 0.00 5.8333 191 0.00 5.8333 0.00 5.8333 0.00 5.8333 192 0.00 5.8333 0.00 5.8333 0.00 5.8333 193 0.00 5.8333 0.00 5.8333 0.00. 5.8333 194 0.00 5.8333 0.00 5.8333 0.00 5.8333 195 0.00 5.8333 0.00 5.8333 0.00 5.8333 196 0.00 5.8333 0.00 5.8333 0.00 5.8333 197 0.00 5.8333 0.00 5.8333 0.00 5.8333 198 0.00 5.8333 0.00 5.8333 0.00 5.8333 199 0.00 5.8333 0.00 5.8333 0.00 5.8333 200 0.00 5.8333 0.00 5.8333 0.00 5.8333 201 0.00 5.8333 0.00 5.8333 0.00 5.8333 202 0.00 5.8333 0.00 5.8333 0.00 5.8333 203 0.00 5.8333 0.00 5.B333 0.00 5.8333 220 0.00 5.8333 0.00 5.8333 0.00 5.8333 221 0.00 5.8333 0.00 5.8333 0.00 5.8333 222 0.00 5.8333 0.00 5.8333 0.00 5.8333 Project Name: Project No: . N'CHUBB ENGINEERING 200800072 -01 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 17 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 11/21/2012 223 0.00 5.8333 0.00 5.8333 0.00 5.8333 224 0.00 5.8333 0.00 5.8333 0.00 5.8333 225 0.00 5.8333 0.00 5.8333 0.00 5.8333 226 0.00 5.8333 0.00 5.8333 0.00 5.8333 227 0.00 5.8333 0.00 5.8333 0.00 5.8333 228 0.00 5.8333 0.00 5.8333 0.00 5.8333 229 0.00 5.8333 0.00 5.8333 0.00 5.8333 230 0.00 5.8333 0.00 5.B333 0.00 5.8333 231 0.00 5.8333 0.00 5.B333 0.00 5.8333 232 0.00 5.8333 0.00 5.8333 0.00 5.8333 233 0.00 5.8333 0.00 5.B333 0.00 5.8333 234 0.00 5.8333 0.00 5.8333 0.00 5.8333 235 0.00 5.8333 0.00 5.8333 0.00 5.8333 240 0.00 -5.8333 0.00 5.8333 0.00 5.8333 241 0.00 5.8333 0.00 5.8333 0.00 5.8333 242 0.00 5.8333 0.00 5.8333 0.00 5.8333 243 0.00 5.8333 0.00 5.8333 0.00 5.8333 244 0.00 5.8333 0.00 5.8333 0.00 5.8333 245 0.00 5.8333 0.00 5.8333 0.00 5.8333 246 0.00 5.8333 0.00 5.8333 0.00 5.8333 247 0.00 5.8333 0.00 5.8333 0.00 5.8333 252 0.00 5.8333 0.00 5.8333 0.00 5.8333 253 0.00 5.8333 0.00 5.8333 0.00 5.8333 254 0.00 5.8333 0.00 5.8333 0.00" 5.8333 255 0.00 5.8333 0.00 5.8333 0.00 5.8333 258 0.00 5.8333 0.00 5.8333 0.00 5.8333 259 0.00 5.8333 0.00 5.8333 0.00 5.8333 262 0.00 5.8333 0.00 5.8333 0.00 5.8333 263 0.00 5.8333 0.00 5.8333 0.00 5.8333 264 0.00 5.8333 0.00 5.8333 0.00 5.8333 265 0.00 5.8333 0.00 5.8333 0.00 5.8333 266 0.00 5.8333 0.00 5.8333 0.00 5.8333 267 0.00 5.8333 0.00 5.8333 0.00 5.8333 268 0.00 5.8333 0.00 5.B333 0.00 5.8333 269 0.00 5.8333 0.00 5.8333 0.00 5.8333 270 0.00 5.8333 0.00 5.8333 0.00 5.8333 271 0.00 5.8333 0.00 5.8333 0.00 5.8333 272 0.00 5.8333 0.00 5.8333 0.00 5.8333 280 0.00 5.8333 0.00 5.8333 0.00 5.8333 281 0.00 5.8333 0.00 5.8333 0.00 5.8333 282 0.00 5.8333 0.00 5.8333 0.00 5.8333 283 0.00 5.8333 0.00 5.8333 0.00 5.8333 284 0.00 5.8333 0.00 5.8333 0.00 5.8333 285 0.00 5.8333 0.00 5.8333 0.00 5.8333 266 0.00 5.8333 0.00 5.8333 0.00 5.8333 287 0.00 5.8333 0.00 5.8333 0.00 5.8333 288 0.00 5.8333 0.00 5.8333 0.00 5.8333 289 0.00 5.8333 0.00 5.8333 0.00 5.8333 290 0.00 5.8333 0.00 5.8333 0.00 5.8333 291 0.00 5.8333 0.00 5.8333 0.00 5.8333 292 0.00 5.8333 0.00 5.8333 0.00 5.8333 293 0.00 5.8333 0.00 5.8333 0.00 5.8333 294 0.00 5.8333 0.00 5.8333 0.00 5.8333 295 0.00 • 5.8333 0.00 5.8333 0.00 5.8333 Project Name: Project No: Off CHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 18 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel. B64-298-2000 RAH 11/21/2012 296 0.00 5.8333 0.00 5.8333 0.00 5.8333 297 0.00 5.8333 0.00 5.8333 0.00 5.8333 298 0.00 5.8333 0.00 5.8333 0.00 5.8333 299 0.00 5.8333 0.00 5.8333 0.00 5.8333 300 0.00 6.8333 0.00 5.8333 0.00 5.8333 301 0.00 5.8333 0.00 5M33 0.00 5.8333 302 0.00 5.8333 0.00 5.8333 0.00 5.8333 303 0.00 5.8333 0.00 5.8333 0.00 5.8333 304 0.00 5.8333 0.00 5.B333 0.00 5.8333 305 0.00 5.8333 0.00 5.8333 0.00 5.8333 306 0.00 5.8333 0.00 5.8333 0.00 5.8333 308 0.00 5.8333 0.00 5.8333 0.00 5.8333 309 0.00 5.8333 0.00 5.8333 0.00 5.8333 310 0.00 5.8333 0.00 5.8333 0.00 5.8333 320 0.00 5.8333 0.00 5.8333 0.00 5.8333 321 0.00 5.8333 0.00 5.6333 0.00 5.8333 322 0.00 5.8333 0.00 5.8333 0.00 5.8333 323 0.00 5.6333 0.00 5.6333 0.00 5.8333 333 0.00 5.8333 0.00 5.8333 0.00 5.8333 334 0.00 5.8333 0.00 5.6333 0.00 5.8333 335 0.00 5.8333 0.00 5.6333 0.00 5.8333 336 0.00 5.8333 0.00 5.8333 0.00 5.8333 337 0.00 5.8333 0.00 5.8333 0.00 5.8333 338 0.00 5.8333 0.00 5.8333 0.00 5.8333 339 0.00 5.8333 0.00 5.8333 0.00 5.8333 340 0.00 5.8333 0.00 5.8333 0.00 5.8333 341 0.00 5.8333 0.00 5.8333 0.00 5.8333 342 0.00 5.8333 0.00 5.8333 0.00 5.8333 343 0.00 5.8333 0.00 5,8333 0.00 5.8333 344 0.00 5.8333 0.00 5.8333 0.00 5.8333 345 0.00 5.8333 0.00 5.8333 0.00 5.8333 346 0.00 5.8333 0.00 5.8333 0.00 5.8333 347 0.00 5.8333 0.00 5.8333 0.00 5.8333 348 0.00 5.8333 0.00 5.8333 0.00 5.8333 349 0.00 5.8333 0.00 5.8333 0.00 5.8333 350 0.00 5.8333 0.00 5.8333 0.00 5.8333 351 0.00 5.8333 0.00 5.8333 0.00 5.8333 352 0.00 5.8333 0.00 5.8333 0.00 5.8333 353 0.00 5.8333 0.00 5.8333 0.00 5.8333 354 0.00 5.8333 0.00 5.8333 0.00 5.8333 355 0.00 5.8333 0.00 5.8333 0.00 5.8333 356 0.00 5.8333 0.00 5.8333 0.00 5.8333 357 0.00 5.8333 0.00 5.8333 0.00 5.8333 358 0.00 5.8333 0.00 5.8333 0.00 5.8333 359 0.00 5.8333 0.00 5.8333 0.00 5.8333 365 0.00 5.8333 0.00 5.8333 0.00 5.8333 366 0.00 5.8333 0.00 5.8333 0.00 5.8333 367 0.00 5.8333 0.00 5.8333 0.00 5.8333 368 0.00 5.8333 0.00 5.8333 0.00 5.8333 369 0.00 5.8333 0.00 5.8333 0.00 5.8333 370 0.00 5.8333 0.00 5.8333 0.00 5.8333 371 0.00 5.8333 0.00 5.8333 0.00 5.8333 372 0.00 5.8333 0.00 5.8333 0.00 5.8333 373 0.00 5.8333 0.00 5.8333 0.00 5.8333 0-,1N-,, Project Name: CHUBB ENGINEERING Project No: 200800072 Subject/Description: Sheet no./rev. O'Neal Inc. SILO FOUNDATION A 19 10 Falcon Crest Drive Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 1 11/2112012 374 0.00 5.8333 0.00 5.8333 0.00 5.8333 375 0.00 5.8333 0.00 5.8333 0.00 5.8333 376 0.00 5.8333 0.00 5.8333 0.00 5.8333 377 0.00 5.8333 0.00 5.8333 0.00 5.8333 378 0.00 5.8333 0.00 5.8333 0.00 5.8333 379 0.00 5.8333 0.00 5.8333 0.00 5.8333 360 0.00 5.8333 0.00 5.8333 0.00 5.8333 381 0.00 5.8333 0.00 5.8333 0.00 5.8333 383 0.00 5.8333 0.00 5.8333 0.00 5.8333 384 0.00 5.8333 0.00 5.8333 0.00 5.8333 3B5 0.00 5.8333 0.00 5.8333 0.00 5.8333 386 0.00 5.8333 0.00 5.8333 0.00 5.8333 387 0.00 5.8333 0.00 5.8333 0.00 5.8333 388 0.00 5.8333 0.00 5.8333 0.00 5.8333 389 0.00 5.8333 0.00 5.8333 0.00 5.8333 390 0.00 5.8333 0.00 5.8333 0.00 5.8333 391 0.00 5.8333 0.00 5.8333 0.00 5.8333 392 0.00 5.8333 0.00 5.8333 0.00 5.8333 393 0.00 5.8333 0.00 5.8333 0.00 5.8333 394 0.00 5.8333 0.00 5.8333 0.00 5.8333 396 0.00 5.8333 0.00 5.6333 0.00 5.8333 397 0.00 5.8333 0.00 5.8333 0.00 5.8333 396 0.00 5.8333 0.00 5.8333 0.00 5.8333 399 0.00 5.8333 0.00 5.8333 0.00 5.8333 400 0.00 5.8333 0.00 5.8333 0.00 5.8333 401 0.00 5.8333 0.00 5.8333 0.00 5.8333 402 0.00 5.8333 0.00 5.8333 0.00 5.8333 403 0.00 5.8333 0.00 5.8333 0.00 5.8333 404 0.00 5.8333 0.00 5.8333 0.00 5.8333 405 0.00 5.8333 0.00 5.8333 0.00 5.8333 406 0.00 5.8333 0.00 5.8333 0.00 5.8333 407 0.00 5.8333 0.00 5.8333 0.00 5.8333 408 0.00 5.8333 0.00 5.8333 0.00 5.8333 409 0.00 5.8333 0.00 5.8333 0.00 5.8333 410 0.00 5.8333 0.00 5.8333 0.00 5.8333 411 0.00 5.8333 0.00 5.8333 0.00 5.8333 412 0.00 5.8333 0.00 5.8333 0.00 5.8333 413 0.00 5.8333 0.00 5.8333 0.00 5.8333 414 0.00 5.8333 0.00 5.8333 0.00 5.8333 415 0.00 5.8333 0.00 5.8333 0.00 5.8333 416 0.00 5.8333 0.00 5.8333 0.00 5.8333 417 0.00 5.8333 0.00 5.8333 0.00 5.8333 418 0.00 5.8333 0.00 5.8333 0.00 5.8333 419 0.00 5.8333 0.00 5.8333 0.00 5.8333 421 0.00 5.8333 0.00 5.8333 0.00 5.8333 422 0.00 5.8333 0.00 5.8333 0.00 5.8333 423 0.00 5.8333 0.00 5.8333 0.00 5.8333 428 0.00 5.8333 0.00 5.8333 0.00 5.8333 429 0.00 5.8333 0.00 5.8333 0.00 5.8333 430 0.00 5.8333 0.00 5.8333 0.00 5.8333 431 0.00 5.8333 0.00 5.8333 0.00 5.8333 436 0.00 5.8333 0.00 5.8333 0.00 5.8333 437 0.00 5.8333 0.00 5.8333 0.00 5.8333 438 0.00 5.8333 0.00 5.8333 0.00 5.8333 Project Name: Project No: 01N., CHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO. FOUNDATION A 20 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.664-296-2000 RAH 11/21/2012 439 0.00 5.8333 0.00 5.8333 0.00 5.8333 440 0.00 5.8333 0.00 5.8333 0.00 5.8333 441 0.00 5.8333 0.00 5.8333 0.00 5.8333 442 0.00 5.8333 0.00 5.8333 0.00 5.8333 r 443 0.00 5.8333 0.00 5.8333 0.00 5.8333 444 0.00 5.8333 0.00 53333 0.00 5.8333 445 0.00 5.8333 0.00 5.8333 0.00 5.8333 446 0.00 5.8333 0.00 5.8333 0.00 5.8333 447 0.00 5.8333 0.00 5.8333 0.00 5.8333 448 0.00 5.8333 0.00 5.8333 0.00 5.8333 449 0.00 5.8333 0.00 5.B333 0.00 5.8333 450 0.00 5.8333 0.00 5.8333 0.00 5.8333 451 0.00 5.8333 0.00 5.8333 0.00 5.8333 452 0.00 5.8333 0.00 5.8333 0.00 5.8333 453 0.00 5.8333 0.00 5.8333 0.00 5.8333 454 0.00 5.8333 0.00 5.8333 0.00 5.8333 455 0.00 5.8333 0.00 5.8333 0.00 5.8333 456 0.00 5.8333 0.00 5.8333 0.00 5.8333 457 0.00 5.8333 0.00 5.8333 0.00 5.8333 458 0.00 5.8333 0.00 5.8333 0.00 5.8333 459 0.00 5.8333 0.00 5.8333 0.00 5.8333 460 0.00 5.8333 0.00 5.8333 0.00 5.8333 461 0.00 5.8333 0.00 5.8333 0.00 5.8333 462 0.00 5.8333 0.00 5.8333 0.00 5.8333 466 0.00 5.8333 0.00 5.8333 0.00 5.8333 467 0.00 5.8333 0.00 5.8333 0.00 5.8333 468 0.00 5.8333 0.00 5.8333 0.00 5.8333 469 0.00 5.8333 0.00 5.8333 0.00 5.8333 470 0.00 5.8333 0.00 5.8333 0.00 5.8333 471 0.00 5.8333 0.00 5.8333 0.00 5.8333 472 0.00 5.8333 0.00 5.8333 0.00 5.8333 473 0.00 5.8333 0.00 5.8333 0.00 5.8333 474 0.00 5.8333 0.00 5.8333 0.00 5.8333 475 0.00 5.8333 0.00 5.8333 0.00 5.8333 476 0.00 5.8333 0.00 5.8333 0.00 5.8333 477 0.00 5.8333 0.00 5.8333 0.00 5.8333 478 0.00 5.8333 0.00 5.8333 0.00 5.8333 479 0.00 5.8333 0.00 5.8333 0.00 5.8333 480 0.00 5.8333 0.00 5.8333 0.00 5.8333 481 0.00 5.8333 0.00 5.8333 0.00 5.8333 482 0.00 5.8333 0.00 5.8333 0.00 5.8333 483 0.00 5.8333 0.00 5.8333 0.00 5.8333 484 0.00 5.8333 0.00 5.8333 0.00 5.8333 485 0.00 5.8333 0.00 5.8333 0.00 5.8333 508 0.00 5.8333 0.00 5.8333 0.00 5.8333 509 0.00 5.8333 0.00 5.8333 0.00 5.8333 510 0.00 5.8333 0.00 5.8333 0.00 5.8333 511 0.00 5.8333 0.00 5.8333 0.00 5.8333 512 0.00 5.8333 0.00 5.8333 0.00 5.8333 513 0.00 5.8333 0.00 5.8333 0.00 5.8333 514 0.00 5.8333 0.00 5.8333 0.00 5.8333 515 0.00 5.8333 0.00 5.8333 0.00 5.8333 516 0.00 5.8333 0.00 5.8333 0.00 5.8333 517 0.00 5.8333 0.00 5.8333 0.00 5.8333 Project Name: Project No: 0''N"CHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 21 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 11/21/2012 518 0.00 5.8333 0.00 5.B333 0.00 5.8333 520 0.00 5.8333 0.00 5.8333 0.00 5.8333 521 0.00 5.8333 0.00 5.8333 0.00 5.8333 522 0.00 5.8333 0.00 5.8333 0.00 5.8333 523 0.00 5.8333 0.00 5.8333 0.00 5.8333 524 0.00 5.8333 0.00 5.8333 0.00 5.8333 525 0.00 5.8333 0.00 5.8333 0.00 5.8333 526 0.00 5.8333 0.00 5.8333 0.00 5.8333 527 0.00 5.8333 0.00 5.8333 0.00 5.8333 528 0.00 5.8333 0.00 5.8333 0.00 5.8333 529 0.00 5.8333 0.00 5.B333 0.00 5.8333 530 0.00 5.8333 0.00 5.8333 0.00 5.8333 531 0.00 5.8333 0.00 5.8333 0.00 5.8333 532 0.00 5.8333 0.00 5.8333 0.00 5.8333 533 0.00 5.8333 0.00 5.8333 0.00 5.8333 534 0.00 5.8333 0.00 5.8333 0.00 5.8333 535 0.00 5.8333 0.00 5.8333 0.00 5.8333 536 0.00 5.8333 0.00 5.8333 0.00 5.8333 537 0.00 5.8333 0.00 5.8333 0.00 5.8333 538 0.00 5.8333 0.00 5.8333 0.00 5.8333 539 0.00 5.8333 0.00 5.8333 0.00 5.8333 540 0.00 5.8333 0.00 5.8333 0.00 5.8333 541 0.00 5.8333 0.00 5.8333 0.00 5.8333 542 0.00 5.8333 0.00 5.8333 0.00 5.8333 543 0.00 5.8333 0.00 5.8333 0.00 5.8333 544 0.00 5.8333 0.00 5.8333 0.00 5.8333 545 0.00 5.8333 0.00 5.8333 0.00 5.8333 546 0.00 5.8333 0.00 5.8333 0.00 5.8333 547 0.00 5.8333 0.00 5.8333 0.00 5.8333 548 0.00 5.8333 0.00 5.8333 0.00 5.8333 549 0.00 5.8333 0.00 5.8333 0.00 5.8333 550 0.00 5.8333 0.00 5.8333 0.00 5.8333 551 0.00 5.8333 0.00 5.8333 0.00 5.8333 552 0.00 5.8333 0.00 5.8333 0.00 5.8333 553 0.00 5.8333 0.00 5.6333 0.00 5.8333 554 0.00 5.8333 0.00 5.8333 0.00 5.8333 555 0.00 5.8333 0.00 5.8333 0.00 5.8333 556 0.00 5.8333 0.00 5.8333 0.00 5.8333 557 0.00 5.8333 0.00 5.8333 0.00 5.8333 558 0.00 5.8333 0.00 5.8333 0.00 5.8333 559 0.00 5.8333 0.00 5.8333 0.00 5.8333 560 0.00 5.8333 0.00 5.8333 0.00 5.8333 561 0.00 5.8333 0.00 5.8333 0.00 5.8333 564 0.00 5.8333 0.00 5.8333 0.00 5.8333 566 0.00 5.8333 0.00 5.8333 0.00 5.8333 567 0.00 5.8333 0.00 5.8333 0.00 5.8333 568 0.00 5.8333 0.00 5.8333 0.00 5.8333 569 0.00 5.8333 0.00 5.8333 0.00 5.8333 570 0.00 5.8333 0.00 5.8333 0.00 5.8333 571 0.00 5.8333 0.00 5.8333 0.00 5,8333 572 0.00 5.8333 0.00 5.8333 0.00 5.8333 574 0.00 5.8333 0.00 5.8333 0.00 5.8333 575 0.00 5.8333 0.00 5.8333 0.00 5.8333 576 0.00 5.8333 0.00 5.8333 0.00 5.8333 Project Name: Project No: (YN,CHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 22 Designed By: Dale: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 11/21/2012 577 0.00 5.8333 0.00 5.8333 0.00 5.8333 578 0.00 5.8333 0.00 5.8333 0.00 5.8333 579 0.00 5.8333 0.00 5.8333 0.00 5.8333 580 0.00 5.8333 0.00 5.8333 0.00 5.8333 581 0.00 5.8333 0.00 5.8333 0.00 5.8333 582 0.00 5.8333 0.00 5.8333 0.00 5.8333 583 0.00 5.8333 0.00 5.8333 0.00 5.8333 584 0.00 5.8333 0.00 5.8333 0.00 5.8333 585 0.00 5.8333 0.00 5.8333 0.00 5.8333 586 0.00 5.8333 0.00 5.8333 0.00 5.8333 587 0.00 5.8333 0.00 5.8333 0.00 5.B333 588 0.00 5.8333 0.00 5.8333 0.00 5.8333 589 0.00 5.8333 0.00 5.8333 0.00 5.8333 590 0.00 • 5.8333 0.00 5.8333 0.00 5.8333 591 0.00 5.8333 0.00 5.8333 0.00 5.8333 592 0.00 5.8333 0.00 5.8333 0.00 5.8333 593 0.00 5.8333 0.00 5.8333 0.00 5.8333 594 0.00 5.8333 0.00 5.8333 0.00 5.8333 595 0.00 5.8333 0.00 5.6333 0.00 5.8333 596 0.00 5.8333 0.00 5.B333 0.00 5.8333 597 0.00 5.8333 0.00 5.8333 0.00 5.8333 598 0.00 5.8333 0.00 5.8333 0.00 5.8333 601 0.00 5.8333 0.00 5.8333 0.00 5.8333 602 0.00 5.8333 0.00 5.8333 0.00 5.8333 603 0.00 5.8333 0.00 5.8333 0.00 5.8333 604 0.00 5.8333 0.00 5.6333 0.00 5.8333 605 0.00 5.8333 0.00 5.8333 0.00 5.8333 606 0.00 5.8333 0.00 5.8333 0.00 5.8333 607 0.00 5.B333 0.00 5.8333 0.00 5.8333 608 0.00 5.8333 0.00 5.8333 0.00 5.8333 609 0.00 5.8333 0.00 5.8333 0.00 5.8333 610 0.00 5.8333 0.00 5.8333 0.00 5.8333 611 0.00 5.8333 0.00 5.8333 0.00 5.8333 613 0.00 5.8333 0.00 5.8333 0.00 5.8333 614 0.00 5.8333 0.00 5.8333 0.00 5.8333 615 0.00 5.8333 0.00 5.8333 0.00 5.8333 616 0.00 5.8333 0.00 5.8333 0.00 5.8333 617 0.00 5.8333 0.00 5.8333 0.00 5.8333 618 0.00 5.8333 0.00 5.8333 0.00 5.8333 619 0.00 5.8333 0.00 5.8333 0.00 5.8333 620 0.00 5.8333 0.00 5.8333 0.00 5.8333 621 0.00 5.8333 0.00 5.8333 0.00 5.8333 622 0.00 5.8333 0.00 5.8333 0.00 5.8333 623 0.00 5.8333 0.00 5.8333 0.00 5.8333 624 0.00 5.8333 0.00 5.8333 0.00 5.8333 625 0.00 5.8333 0.00 5.8333 0.00 5.8333 626 0.00 5.8333 0.00 5.8333 0.00 5.8333 627 0.00 5.8333 0.00 5.8333 0.00 5.8333 628 0.00 5.8333 0.00 5.8333 0.00 5.8333 629 0.00 5.8333 0.0.0 5.8333 0.00 5.8333 630 0.00 5.8333 0.00 5.8333 0.00 5.8333 631 0.00 5.8333 0.00 5.8333 0.00 5.8333 632 0.00 5.8333 0.00 5.8333 0.00. 5.8333 633 0.00• 5.8333 0.00 5.8333 0.00 5.8333 Project Name: Project No: '01 CHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 23 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 11/21/2012 634 0.00 5.8333 0.00 5.8333 0.00 5.8333 635 0.00 5.8333 0.00 5.8333 0.00 5.8333 636 0.00 5.8333 0.00 5.8333 0.00 5.8333 637 0.00 5.8333 0.00 5.8333 0.00 5.8333 638 0.00 5.8333 0.00 5.8333 0.00 5.8333 639 0.00 5.8333 0.00 5.8333 0.00 5.8333 640 0.00 5.8333 0.00 5.8333 0.00 5.8333 641 0.00 5.8333 0.00 5.8333 0.00 5.8333 642 0.00 5.8333 0.00 5.8333 0.00 5.8333 643 0.00 5.8333 0.00 5.8333 0.00 5.8333 644 0.00 5.8333 0.00 5.8333 0.00 5.8333 645 0.00 5.8333 0.00 5.8333 0.00 5.8333 646 0.00 5.8333 0.00 5.8333 0.00 5.8333 647 0.00 5.8333 0.00 5.8333 0.00 5.8333 648 0.00 5.8333 0.00 5.8333 0.00 5.8333 649 0.00 5.8333 0.00 5.8333 0.00 5.8333 650 0.00 5.8333 0.00 5.8333 0.00 5.8333 651 0.00 5.8333 0.00 5.8333 0.00 5.8333 652 0.00 5.8333 0.00 5.8333 0.00 5.8333 653 0.00 5.8333 0.00 5.8333 0.00 5.8333 654 0.00 5.8333 0.00 5.8333 0.00 5.8333 655 0.00 5.8333 0.00 5.8333 0.00 5.8333 656 0.00 5.8333 0.00 5.8333 0.00 5.8333 657 0.00 5.8333 0.00 5.8333 0.00 5.8333 658 0.00 5.8333 0.00 5.8333 0.00 5.8333 659 0.00 5.8333 0.00 5.8333 0.00 5.8333 660 0.00 5.8333 0.00 5.8333 0.00 5.8333 661 0.00 5.8333 0.00 5.8333 0.00 5.8333 662 0.00 5.8333 0.00 5.8333 0.00 5.8333 663 0.00 5.8333 0.00 5.8333 0.00 5.8333 664 0.00 5.8333 0.00 5.8333 0.00 5.8333 665 0.00 5.8333 0.00. 5.8333 0.00 5.8333 666 0.00 5.8333 0.00 5.8333 0.00 5.8333 667 0.00 5.8333 0.00 5.8333 0.00 5.8333 668 0.00 5.8333 0.00 5.8333 0.00 5.8333 669 0.00 5.8333 0.00 5.8333 0.00 5.8333 670 0.00 5.8333 0.00 5.8333 0.00 5.8333 671 0.00 5.8333 0.00 5.8333 0.00 5.8333 672 0.00 5.8333 0.00 5.8333 0.00 5.8333 673 0.00 5.8333 0.00 5.8333 0.00 5.8333 674 0.00 5.8333 0.00 5.8333 0.00 5.8333 675 0.00 5.8333 0.00 5.8333 0.00 5.8333 676 0.00 5.8333 0.00 5.8333 0.00 5.8333 678 0.00 5.8333 0.00 5.8333 0.00 5.8333 679 0.00 5.8333 0.00 5.8333 0.00 5.8333 680 0.00 5.8333 0.00 5.8333 0.00 5.8333 681 0.00 5.8333 0.00 5.8333 0.00 5.8333 682 0.00 5.8333 0.00 5.8333 0.00 5.8333 683 0.00 5.8333 0.00 . 5.8333 0.00 5.8333 684 0.00 5.8333 0.00 5.8333 0.00 5.8333 685 0.00 5.8333 0.00 5.8333 0.00 5.8333 686 0.00 5.8333 0.00 5.8333 0.00 5.8333 687 0.00 5.8333 0.00 5.8333 0.00 5.8333 • 688 0.00 5.8333 0.00 5.8333 0.00 5.8333 Project Name: Project No: ON CHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 24 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 11/21/2012 689 0.00 5.8333 0.00 5.8333 0.00 5.8333 690 0.00 5.8333 0.00 5.8333 0.00 5.8333 691 0.00 5.8333 0.00 5.8333 0.00 5.8333 692 0.00 5.8333 0.00 5.8333 0.00 5.8333 693 0.00 5.8333 0.00 5.8333 0.00 5.8333 694 0.00 5.8333 0.00 5.8333 0.00 5.8333 695 0.00 5.8333 0.00 5.8333 0.00 5.8333 696 0.00 5.8333 0.00 5.8333 0.00 5.8333 697 0.00 5.8333 0.00 5.8333 0.00 5.8333 698 0.00 5.8333 0.00 5.8333 0.00 5.8333 699 0.00 5.8333 0.00 5.8333 0.00 5.8333 700 0.00 5.8333 0.00 5.8333 0.00 5.8333 701 0.00 5.8333 0.00 5.8333 0.00 5.8333 702 0.00 5.8333 0.00 5.8333 0.00 5.8333 703 0.00 5.8333 0.00 5.8333 0.00 5.8333 704 0.00 5.8333 0.00 5.8333 0.00 5.8333 705 0.00 5.8333 0.00 5.8333 0.00 5.8333 706 0.00 5.8333 0.00 5.B333 0.00 5.8333 , 707 0.00 5.8333 0.00 5.8333 0.00 5.8333 708 0.00 5.8333 0.00 5.8333 0.00 5.8333 709 0.00 5.8333 0.00 5.8333 0.00 5.8333 710 0.00 5.8333 0.00 5.8333 0.00 5.8333 711 0.00 5.8333 0.00 5.8333 0.00 5.8333 712 0.00 5.8333 0.00 5.8333 0.00 5.8333 713 0.00 5.8333 0.00 5.8333 0.00 5.8333 714 0.00 5.8333 0.00 5.8333 0.00 5.8333 715 0.00 5.8333 0.00 5.8333 0.00 5.8333 717 0.00 5.8333 0.00 5.8333 0.00 5.8333 718 0.00 5.8333 0.00 5.8333 0.00 5.8333 719 0.00 5.8333 0.00 5.8333 0.00 5.8333 724 0.00 5.8333 0.00 5.8333 0.00 5.8333 725 0.00 5.8333 0.00 5.8333 0.00 5.8333 726 0.00 5.8333 0.00 5.8333 0.00 5.8333 727 0.00 5.8333 0.00 5.8333 0.00 5.8333 732 0.00 5.8333 0.00 5.8333 0.00 5.8333 733 0.00 5.8333 0.00 5.8333 0.00 5.8333 734 0.00 5.8333 0.00 5.8333 0.00 5.8333 735 0.00 5.8333 0.00 5.8333 0.00 5.8333 736 0.00 5.8333 0.00 5.8333 0.00 5.8333 737 0.00 5.8333 0.00 5.8333 0.00 5.8333 738 0.00 5.8333 0.00 5.8333 0.00 5.8333 739 0.00 5.8333 0.00 5.8333 0.00 5.8333 740 0.00 5.8333 0.00 5.8333 0.00 5.8333 741 0.00 5.B333 0.00 5.8333 0.00 5.8333 742 0.00 5.8333 0.00 5.8333 0.00 5.8333 743 0.00 5.8333 0.00 5.8333 0.00 . ; 5.8333 744 0.00 5.8333 0.00 5.8333 0.00 5.8333 745 0.00 5.8333 0.00 5.8333 0.00 5.8333 746 0.00 5.8333 0.00 5.8333 0.00 5.8333 747 0.00 5.8333 0.00 5.8333 0.00 5.8333 748 0.00 5.8333 0.00 5.8333 0.00 5.8333 749 0.00 5.8333 0.00 5.8333 0.00 5.8333 750 0.00 5.8333 0.00 5.8333 0.00 5.8333 751 0.00 5.8333 0.00 5.8333 0.00 5.8333 00IN'CHUBB Project Name: ENGINEERING Project No: 200800072 Subject/Description: Sheet no./rev. O'Neal Inc. SILO FOUNDATION A 25 10 Falcon Crest Drive Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 1 11/21/2012 752 0.00 5.8333 0.00 5.B333 0.00 5.8333 753 0.00 5.8333 0.00 5.8333 0.00 5.8333 754 0.00 5.8333 0.00 5.8333 0:00 5.8333 755 0.00 5.8333 0.00 5.8333 0.00 5.8333 756 0.00 5.8333 0.00 5.8333 0.00 5.8333 757 0.00 5.8333 0.00 5.8333 0.00 5.8333 758 0.00 5.8333 0.00 5.8333 0.00 5.8333 759 0.00 5.6333 0.00 5.8333 0.00 5.8333 761 0.00 5.8333 0.00 5.8333 0.00 5.8333 762 0.00 5.8333 0.00 5.8333 0.00 5.8333 763 0.00 5.8333 0.00 5.8333 0.00 5.8333 764 0.00 5.8333 0.00 5.8333 0.00 5.8333 765 0.00 5.8333 0.00 5.8333 0.00 5.8333 766 0.00 5.8333 0.00 5.8333 0.00 5:8333 767 0.00 5.8333 0.00 5.8333 0.00 5.8333 768 0.00 5.8333 0.00 5.8333 0.00 5.8333 769 0.00 5.8333 0.00 5.8333 0.00 5.8333 770 0.00 5.8333 0.00 5.8333 0.00 5.8333 771 0.00 5.8333 0.00 5.8333 0.00 5.8333 772 0.00 5.8333 0.00 5.8333 0.00 5.8333 773 0.00 5.8333 0.00 5.8333 0.00 5.8333 774 0.00 5.8333 0.00 5.8333 0.00 5.8333 775 0.00 5.8333 0.00 5.8333 0.00 5.8333 776 0.00 5.8333 0.00 5.B333 0.00 5.8333 777 0.00 5.8333 0.00 5.8333 0.00 5.B333 778 0.00 5.8333 0.00 5.8333 0.00 5.8333 779 0.00 5.8333 0.00 5.8333 0.00 5.8333 780 0.00 5.8333 0.00 5.8333 0.00 5.8333 781 0.00 5.8333 0.00 5.8333 0.00 5.8333 782 0.00 5.8333 0.00 5.8333 0.00 5.8333 783 0.00 5.8333 0.00 5.8333 0.00 5.8333 784 0.00 5.8333 0.00 5.8333 0.00 5.8333 785 0.00 5.8333 0.00 5.8333 0.00 5.8333 786 0.00 5.8333 0.00 5.8333 0.00 5.8333 787 0.00 5.8333 0.00 5.8333 0.00 5.8333 788 0.00 5.8333 0.00 5.8333 0.00 5.8333 789 0.00 5.8333 0.00 5.8333 0.00 5.8333 790 0.00 5.8333 0.00 -5.8333 0.00 5.8333 791 0.00 5.8333 0.00 5.8333 0.00 5.8333 792 0.00 5.8333 0.00 5.8333 0.00 5.8333 793 0.00 5.8333 0.00 5.8333 0.00 5.8333 795 0.00 5.8333 0.00 5.8333 0.00 5.8333 796 0.00 5.8333 0.00 5.8333 0.00 5.8333 797 0.00 5.8333 0.00 5.8333 0.00 5.8333 798 0.00 5.8333 0.00 5.8333 0.00 5.8333 799 0.00 5.8333 0.00 5.8333 0.00 5.8333 800 0.00 5.8333 0.00 5.8333 0.00 5.8333 801 0.00 5.8333 0.00 5.8333 0.00 5.8333 802 0.00 5.8333 0.00 5.8333 0.00 5.8333 803 0.00 5.8333 0.00 5.8333 0.00 5.8333 804 0.00 5.8333 0.00 5.8333 0.00 5.8333 805 0.00 5.8333 0.00 5.8333 0.00 5.8333 806 0.00 5.8333 0.00 5.6333 0.00 5.8333 807 0.00 5.8333 0.00 5.8333 0.00 5.8333 Project Name: Project No: 0'N- CHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 26 Designed By: Date: Checked By: Date: App'd By: TDate: Greenville, SC 29607 Tel.864-298-2000 RAH 1 11/21/2012 .808 0.00 5.8333 0.00 5.8333 0.00 5.8333 809 0.00 5.8333 0.00 5.8333 0.00 5.8333 810 0.00 5.8333 0.00 5.8333 0.00 5.8333 811 0.00 5.8333 0.00 5.8333 0.00 5.8333 812 0.00 5.8333 0.00 5.8333 0.00 5.8333 813 0.00 5.8333 0.00 5.8333 0.00 5.8333 814 0.00 5.8333 0.00 5.8333 0.00 5.8333 815 0.00 5.8333 0.00 5.8333 0.00 5.8333 816 0.00 5.8333 0.00 5.8333 0.00 5.8333 817 0.00 5.6333 0.00 5.8333 0.00 5.8333 818 0.00 5.8333 0.00 5.8333 0.00 5.8333 819 0.00 5.8333 0.001 5.8333 0.00 5.8333 820 0.00 5.8333 0.00 5.8333 0.00 5.8333 821- 0.00 5.8333 0.00 5.8333 0.00 5.8333 822 0.00 5.8333 0.00 5.8333 0.00 5.8333 823 0.00 5.8333 0.00 5.8333 0.00 5.8333 824 0.00 5.8333 0.00 5.8333 0.00 5.8333 825 0.00 5.8333 0.00 5.8333 0.00 5.8333 826 0.00 5.8333 0.00 5.8333 0.00 5.8333 827 0.00 5.8333 0.00 5.8333 0.00 5.8333 828 0.00 5.8333 0.00 5.8333 0.00 5.8333 829 0.00 5.8333 0.00 5.8333 0.00 5.8333 830 0.00 5.8333 0.00 5.8333 0.00 5.8333 831 0.00 5.8333 0.00 5.8333 0.00 5.8333 832 0.00 5.8333 0.00 5.8333 0.00 5.8333 833 0.00 5.8333 0.00 5.8333 0.00 5.8333 834 0.00 5.8333 0.00 5.8333 0.00 5.8333 835 0.00 5.8333 0.00 5.8333 0.00 5.8333 836 0.00 5.8333 0.00 5.8333 0.00 5.8333 837 0.00 5.8333 0.00 5.8333 0.00 5.8333 838 0.00 5.8333 0.00 5.8333 0.00 5.8333 839 0.00 5.8333 0.00 5.8333 0.00 5.8333 840 0.00 5.8333 0.00 5.8333 0.00 5.8333 841 0.00 5.8333 0.00 5.8333 0.00 5.8333 842 0.00 5.8333 0.00 5.8333 0.00 5.8333 843 0.00 5.8333 0.00 5.8333 0.00 5.8333 844 0.00 5.8333 0.00 5.8333 0.00 5.8333 Shells Shell Description Material Thickness N1, N2, ..., Nn [in] 9 MAT C 4-60 24.00 163, 280, 281, 266 10 MAT C 4-60 24.00 280, 160, 265, 281 11 MAT C 4-60 24.00 266, 281, 282, 31 12 MAT C 4-60 24:00 281, 265, 33, 282 14 MAT C 4-60 24.00 162, 5, 283, 267 15 MAT C 4-60 24.00 5, 163, 266, 283 16' MAT C 4-60 24.00 267, 283, 264, 29 Project Name: Project No: 0', N' E.'- ALCHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 27 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 11/21/2012 17 MAT C 4-60 24.00 283, 266, 31, 264 19 MAT C 4-60 24.00 161, 263, 284, 268 20 MAT C 4-60 24.00 263, 162, 267, 284 21 MAT C 4-60 24.00 268, 284, 262, 27 22 MAT C 4-60 24.00 284, 267, 29, 262 24 MAT C 4-60 24.00 254, 255, 285, 272 25 MAT C 4-60 24.00 255, 161, 268, 285 26 MAT C 4-60 24.00 272, 285, 244, 245 27 MAT C 4-60 24.00 285, 268, 27, 244 29 MAT C 4-60 24.00 1, 252, 270, 269 30 MAT C 4-60 24.00 252, 253, 271, 270 31 MAT C 4-60 24.00 253, 254, 272, 271 32 MAT C 4-60 24.00 269, 270, 247, 141 33 MAT C 4-60 24.00 270, 271, 246, 247 34 MAT C 4-60 24.00 271, 272, 245, 246 36 MAT C 4-60 24.00 160, 286, 287, 265 37 MAT C 4-60 24.00 286, 288, 289, 287 38 MAT C 4-60 24.00 288, 290, 291, 289 39 MAT C 4-60 24.00 290, 292, 293, 291 40 MAT C 4-60 24.00 292, 2, 294, 293 41 MAT C 4-60 24.00 265, 287, 295, 33 42 MAT C 4-60 24.00 287, 289, 296, 295 43 MAT C 4-60 24.00 289, 291, 297, 296 44 MAT C 4-60 24.00 291, 293, 298, 297 45 MAT C 4-60 24.00 293, 294, 164, 298 47 MAT C 4-60 24.00 33, 295, 299, 35 48 MAT C 4-60 24.00 295, 296, 300, 299 49 MAT C 4-60 24.00 296, 297, 301, 300 50 MAT C 4-60 24.00 297, 298, 302, 301 51 MAT C 4-60 24.00 298, 164, 166, 302 53 MAT C 4-60 24.00 141, 247, 303, 142 54 MAT C 4-60 24.00 247, 246, 304, 303 55 MAT C 4-60 24.00 246, 246, 305, 304 56 MAT C 4-60 24.00 245, 244, 306, 305 57 MAT C 4-60 24.00 244, 27, 25, 306 58 MAT C 4-60 24.00 302, 166, 307, 165 60 MAT C 4-60 24.00 35, 299, 308, 37 61 MAT C 4-60 24.00 299, 300, 309, 308 62 MAT C 4-60 24.00 300, 301, 310, 309 63 MAT C 4-60 24.00 301, 302, 165, 310 64 MAT C 4-60 24.00 310, 165, 311, 167 72 MAT C 4-60 24.00 142, 303, 143, 31B 74 MAT C 4-60 24.00 303, 304, 320, 143 75 MAT C 4-60 24.00 304, 305, 258, 320 76 MAT C 4-60 24.00 305, 306, 321, 258 77 MAT C 4-60 24100 306, 25, 23, 321 78 MAT C 4-60 24.00 143, 320, 144, 319 80 MAT C 4-60 24.00 320, 258, 322, 144 81 MAT C 4-60 24.00 258, 321, 323, 322 82 MAT C 4-60 24.00 321, 23, 21, 323 89 MAT C 4-60 24.00 147, 333, 334, 140 90 MAT C 4-60 24.00 333, 335, 336, 334 91 MAT C 4-60 24.00 335, 337, 338, 336 92 MAT C 4-60 24.00 • 337, 339, 340, 338 Project Name: Project No: (YN," CHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 28 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel. 864-298-2000 RAH 11 /21 /2012 93 MAT C 4-60 24.00 339, 15, 13, 340 94 MAT C 4-60 24.00 330, 146, 333, 147 96 MAT C 4-60 24.00 146, 341, 335, 333 97 MAT C 4-60 24.00 341, 259, 337, 335 98 MAT C 4-60 24.00 259, 342, 339, 337 99 MAT C 4-60 24.00 342, 17, 15, 339 100 MAT C 4-60 24.00 329, 145, 341, 146 102 MAT C 4-60 24.00 145, 343, 259, 341 103 MAT C 4-60 24.00 343, 344, 342, 259 104 MAT C 4-60 24.00 344, 19, 17, 342 106 MAT C 4-60 24.00 144, 322, 343, 145 107 MAT C 4-60 24.00 322, 323, 344, 343 10B MAT C 4-60 24.00 323, 21, 19, 344 110 MAT C 4-60 24.00 37, 308, 345, 39 111 MAT C 4-60 24.00 308, 309, 346, 345 112 MAT C 4-60 24.00 309, 310, 167, 346 114 MAT C 4-60 24.00 39, 345, 347, 41 115 MAT C 4-60 24.00 345, 346, 348, 347 116 MAT C 4-60 24.00 346, 167, 168, 348 118 MAT C 4-60 24.00 171, 349, 350, 170 119 MAT C 4-60 24.00 349, 351, 352, 350 120 MAT C 4-60 24.00 351, 353, 354, 352 121 MAT C 4-60 24.00 353, 355, 356, 354 122 MAT C 4-60 24.00 355, 47, 45, 356 123 MAT C 4-60 24.00 170, 350, 169, 332 125 MAT C 4-60 24.00 350, 352, 357, 169 126 MAT C 4-60 24.00 352, 354, 358, 357 127 MAT C 4-60 24.00 354, 356, 359, 358 128 MAT C 4-60 24.00 356, 45, 43, 359 134 MAT C 4-60 24.00 371, 393, 394, 386 135 MAT C 4-60 24.00 393, 368, 385, 394 136 MAT C 4-60 24.00 386, 394, 395, 71 137 MAT C 4-60 24.00 394, 385, 73, 395 138 MAT C 4-60 24.00 370, 367, 396, 387 139 MAT C 4-60 24.00 367, 371, 386, 396 140 MAT C 4-60 24.00 387, 396, 384, 69 141 MAT C 4-60 24.00 396, 386, 71, 384 142 MAT C 4-60 24.00 369, 383, 397, 388 143 MAT C 4-60 24.00 383, 370, 387, 397 144 MAT C 4-60 24.00 388, 397, 382, 67 145 MAT C 4-60 24.00 397, 387, 69, 382 146 MAT C 4-60 24.00 378, 379, 398, 392 147 MAT C 4-60 24.00 379, 369, 388, 398 148 MAT C 4-60 24.00 392, 398, 372, 373 149 MAT C 4-60 24.00 398, 388, 67, 372 150 MAT C 4-60 24.00 . 365, 376, 390, 389 151 MAT C 4-60 24.00 376, 377, 391. 390 152 MAT C 4-60 24.00 377, 378, 392, 391 153 MAT C 4-60 24.00 389, 390, 375, 220 154 MAT C 4-60 24.00 390, 391, 374, 375 155 MAT C 4-60 24.00 391, 392, 373, 374 156 MAT C 4-60 24.00 368, 399, 400, 385 157 MAT C 4-60 24.00 399, 401, 402, 400 158 MAT C 4-60 24.00 401, 403, 404, 402 Project Name: Project No: O'N, CHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 29 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 11/21/2012 159 MAT C 4-60 24.00 403, 405, 406, 404 160 MAT C 4-60 24.00 405, 366, 407, 406 161 MAT C 4-60 24.00 385, 400, 408, 73 162 MAT C 4-60 24.00 400, 402, 409, 408 163 MAT C 4-60 24.00 402, 404, 410, 409 164 MAT C 4-60 24.00 404, 406, 411, 410 165, MAT C 4-60 24.00 406, 407, 203, 411 166 MAT C 4-60 24.00 73, 408, 412, 75 167 MAT C 4-60 24.00 408, 409, 413, 412 168 MAT C 4-60 24.00 409, 410, 414, 413 169 MAT C 4-60 24.00 410, 411, 415, 414 170 MAT C 4-60 24.00 411, 203, 202, 415 171 MAT C 4-60 24.00 220, 375, 416, 221 172 MAT C 4-60 24.00 375, 374, 417, 416 173 MAT C 4-60 24.00 374, 373, 418, 417 174 MAT C 4-60 24.00 373, 372, 419, 418 175 MAT C 4-60 24.OD 372, 67, 65, 419 176 MAT C 4-60 24.OD 415, 202, 420, 201 177 MAT C 4-60 24.OD 75, 412, 421, 77 178 MAT C 4-60 24.00 412, 413, 422, 421 179 MAT C 4-60 24.OD 413, 414, 423, 422 180 MAT C 4-60 24.00 414, 415, 201, 423 181 MAT C 4-60 24.00 423, 201, 424, 200 182 MAT C 4-60 24.00 221, 416, 222, 426 163 MAT C 4-60 24.00 416, 417, 428, 222 184 MAT C 4-60 24.00 417, 418, 380, 428 185 MAT C 4-60 24.00 418, 419, 429, 380 186 MAT C 4-60 24.00 419, 65, 63, 429 187 MAT C 4-60 24.00 222, 428, 223, 427 188 MAT C 4-60 24.00 428, 380, 430, 223 189 MAT C 4-60 24.00 380, 429, 431, 430 190 MAT C 4-60 24.00 429, 63, 61, 431 191 MAT C 4-60 24.00 226, 436, 437, 227 192 MAT C 4-60 24.00 436, 438, 439, 437 193 MAT C 4-60 24.00 438, 440, 441, 439 194 MAT C 4-60 24.00 440, 442, 443, 441 195 MAT C 4-60 24.00 442, 55, 53, 443 196 MAT C 4-60 24.00 433, 225, 436, 226 197 MAT C 4-60 24.00 225, 444, 438, 436 198 MAT C 4-60 24.00 444, 381, 440, 438 199 MAT C 4-60 24.00 381, 445, 442, 440 200 MAT C 4-60 24.00 445, 57, 55, 442 201 MAT C 4-60 24.00 432, 224, 444, 225 202 MAT C 4-60 24.00 224, 446, 381, 444 203 MAT C 4-60 24.00 446, 447, 445, 381 204 MAT C 4-60 24.00 447, 59, 57, 445 205 MAT C 4-60 24.00 223, 430, 446, 224 206 MAT C 4-60 24.00 430, 431, 447, 446 207 MAT C 4-60 24.00 431, 61, 59, 447 208 MAT C 4-60 24.00 77, 421, 448, 79 209 MAT C 4-60 24.00 421, 422, 449, 448 210 MAT C 4-60 24.00 422, 423, 200, 449 211 MAT C 4-60 24.00 79, 448, 450, 81 212 MAT C 4-60 24.00 448, 449, 451, 450 Project Name: Project No: OffN CHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 30 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 1 11/21/2012 213 MAT C 4-60 24.00 449, 200, 199, 451 214 MAT C 4-60 24.00 196, 452, 453, 197 215 MAT C 4-60 24.00 452, 454, 455, 453 216 MAT C 4-60 24.00 454, 456, 457, 455 217 MAT C 4-60 24.00 456, 458, 459, 457 218 MAT C 4-60 24.00 458, 87, 85, 459 219 MAT C 4-60 24.00 197, 453, 198, 435 220 MAT C 4-60 24.00 453, 455, 460, 198 221 MAT C 4-60 24.00 455, 457, 461, 460 222 MAT C 4-60 24.00 457, 459, 462, 461 223 MAT C 4-60 24.00 459, 85, 83, 462 230 MAT C 4-60 24.00 41, 347, 359, 43 231 MAT C 4-60 24.00 347, 348, 358, 359 232 MAT C 4-60 24.00 348, 168, 357, 358 234 MAT C 4-60 24.00 467, 466, 376, 365 235 MAT C 4-60 24.00 466, 468, 377, 376 236 MAT C 4-60 24.00 468, 469, 378, 377 237 MAT C 4-60 24.00 469, 470, 379, 378 238 MAT C 4-60 24.00 470, 471, 369, 379 239 MAT C 4-60 24.00 140, 334, 466, 467 240 MAT C 4-60 24.00 334, 336, 468, 466 241 MAT C 4-60 24.00 336, 338, 469, 468 242 MAT C 4-60 24.00 338, 340, 470, 469 243 MAT C 4-60 24.00 340, 13, 471, 470 245 MAT C 4-60 24.00 366, 405, 472, 473 246 MAT C 4-60 24.00 405, 403, 474, 472 247 MAT C 4-60 24.00 403, 401, 475, 474 248 MAT C 4-60 24.00 401, 399, 476, 475 249 MAT C 4-60 24.00 399, 368, 477, 476 250 MAT C 4-60 24.00 473, 472, 349, 171 251 MAT C 4-60 24.00 472, 474, 351, 349 252 MAT C 4-60 24.00 474, 475, 353, 351 253 MAT C 4-60 24.00 475, 476, 355, 353 254 MAT C 4-60 24.00 476, 477, 47, 355 256 MAT C 4-60 24.00 371, 367, 478, 479 257 MAT C 4-60 24.00 367, 370, 480, 478 258 MAT C 4-60 24.00 479, 478, 481, 49 259 MAT C 4-60 24.00 478, 480, 131, 481 261 MAT C 4-60 24.00 368, 393, 482, 477 262 MAT C 4-60 24.00 393, 371, 479, 482 263 MAT C 4-60 24.00 477, 482, 483, 47 264 MAT C 4-60 24.00 482, 479, 49, 483 266 MAT C 4-60 24.00 370, 383, 484, 480 267 MAT C 4-60 24.00 383, 369, 471, 484 268 MAT C 4-60 24.00 480, 484, 485, 131 269 MAT C 4-60 24.00 484, 471, 13, 485 285 MAT C 4-60 24.00 508, 510, 511, 509 286 MAT C 4-60 24.00 510, 512, 513, 511 287 MAT C 4-60 24.00 512, 514, 515, 513 288 MAT C 4-60 24.00 514, 516, 517, 515 290 MAT C 4-60 24.00 515, 517, 262, 29 291 MAT C 4-60 24.00 509, 511, 31, 282 292 MAT C 4-60 24.00 511, 513, 264, 31 293 MAT C 4-60 24.00 • 513, 515, 29, 264 Project Name: Project No: O'NLAL CHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 31 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 11/21/2012 I 294 MAT C 4-60 24.00 516, 518, 519, 517 295 MAT C 4-60 24.00 518, 25, 27, 519 297 MAT C 4-60 24.00 35, 520, 521, 33 298 MAT C 4-60 24.00 520, 508, 509, 521 299 MAT C 4-60 24.00 282, 33, 521, 509 300 MAT C 4-60 24.00 37, 522, 520, 35 301 MAT C 4-60 24.00 522, 523, 508, 520 302 MAT C 4-60 24.00 523, 524, 510, 508 303 MAT C 4-60 24.00 524, 525, 512, 510 304 MAT C 4-60 24.00 525, 526, 514,512 305 MAT C 4-60 24.00 526, 527, 516, 514 306 MAT C 4-60 24.00 527, 528, 518, 516 307 MAT C 4-60 24.00 528, 23, 25, 518 309 MAT C 4-60 24.00 39, 529, 522, 37 310 MAT C 4-60 24.00 529, 530, 523, 522 311 MAT C 4-60 24.00 530, 531, 524, 523 312 MAT C 4-60 24.00 531, 532, 525, 524 313 MAT C 4-60 24.00 532, 533, 526, 525 314 MAT C 4-60 24.00 533, 534, 527, 526 315 MAT C 4-60 24.00 534, 535, 528, 527 316 MAT C 4-60 24.00 535, 21, 23, 528 318 MAT C 4-60 24.OD 41, 536, 529, 39 319 MAT C 4-60 24.OD 536, 537, 530, 529 320 MAT C 4-60 24.00 537, 538, 531, 530 321 MAT C 4-60 24.00 538, 539, 532, 531 322 MAT C 4-60 24.00 539, 540, 533, 532 323 MAT C 4-60 24.00 540, 541, 534, 533 324 MAT C 4-60 24.00 541, 542, 535, 534 325 MAT C 4-60 24.00 542, 19, 21, 535 327 MAT C 4-60 24.00 43, 543, 536, 41 328 MAT C 4-60 24.00 543, 544, 537, 536 329 MAT C 4-60 24.00 544, 545, 538, 537 330 MAT C 4-60 24.00 545, 546, 539, 538 331 MAT C 4-60 24.00 546, 547, 540, 539 332 MAT C 4-60 24.00 547, 548, 541, 540 333 MAT C 4-60 24.00 548, 549, 542, 541 334 MAT C 4-60 24.00 549, 17, 19, 542 336 MAT C 4-60 24.00 45, 550, 543, 43 337 'MAT C 4-60 24.00 550, 551, 544, 543 338 MAT C 4-60 24.00 551, 552, 545, 544 339 MAT C 4-60 24.00 552, 553, 546, 545 340 MAT C 4-60 24.00 553, 554, 547, 546 341 MAT C 4-60 24.00 554, 555, 548, 547 342 MAT C 4-60 24.00 555, 556, 549, 548 343 MAT C 4-60 24.00 556, 15, 17, 549 344 MAT C 4-60 24.00 483, 49, 558, 557 345 MAT C 4-60 24.00 49, 481, 559, 558 346 MAT C 4-60 24.00 481, 131, 560, 559 347 MAT C 4-60 24.00 131, 485, 561, 560 349 MAT C 4-60 24.00 485, 13, 563, 561 350 MAT C 4-60 24.00 47, 562, 550, 45 351 MAT C 4-60 24.00 562, 557, 551, 550 352 MAT C 4-60 24.00 557, 558, 552, 551 353 MAT C 4-60 24.00 558, 559, 553, 552 Project Name: Project No: , 0 N-1 A L CHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 32 Designed By: Date: Checked By: Date: App'd By: Date: -7 Greenville, SC 29607 Tel.864-298-2000 RAH 1 11/21/2012 - 354 MAT C 4-60 24.00 559, 560, 554, 553 355 MAT C 4-60 24.00 560, 561, 555, 554 356 MAT C 4-60 24.00 561, 563, 556, 555 357 MAT C 4-60 24.00 563, 13, 15, 556 358 MAT C 4-60 24.00 564, 65, 67, 565 359 MAT C 4-60 24.00 566, 564, 565, 567 360 MAT C 4-60 24.00 568, 566, 567, 569 362 MAT C 4-60 24.00 569, 567, 382, 69 363 MAT C 4-60 24.00 570, 569, 69, 384 364 MAT C 4-60 24.00 571, 570, 384, 71 365 MAT C 4-60 24.00 572, 571, 71, 395 366 MAT C 4-60 24.00 395, 73, 573, 572 367 MAT C 4-60 24.00 75, 574, 573, 73 368 MAT C 4-60 24.00 574, 575, 572, 573 369 MAT C 4-60 24.00 575, 576, 571, 572 370 MAT C 4-60 24.00 576, 577, 570, 571 371 MAT C 4-60 24.00 577, 568, 569, 570 372 MAT C 4-60 24.00 578, 63, 65, 564 373 MAT C 4-60 24.00 579, 578, 564, 566 374 MAT C 4-60 24.00 580, 579, 566, 568 375 MAT C 4-60 24.00 581, 580, 568, 577 376 MAT C 4-60 24.00 582, 581, 577, 576 377 MAT C 4-60 24.00 583, 582, 576, 575 378 MAT C 4-60 24.00 584, 583, 575, 574 379 MAT C 4-60 24.00 77, 584, 574, 75 3B0 MAT C 4-60 24.00 79, 585, 584, 77 381 MAT C 4-60 24.00 81, 586, 585, 79 382 MAT C 4-60 24.00 585, 587, 583, 564 383 MAT C 4-60 24.00 586, 588, 587, 565 384 MAT C 4-60 24.00 587, 589, 582, 583 385 MAT C 4-60 24.00 588, 590, 589, 587 386 MAT C 4-60 24.00 591, 592, 590,588 387 MAT C 4-60 24.00 593, 591, 588, 586 388 MAT C 4-60 24.00 83, 593, 586, 81 389 MAT C 4-60 24.00 85, 594, 593, 83 390 MAT C 4-60 24.00 594, 595, 591, 593 391 MAT C 4-60 24.00 595, 596, 592, 591 392 MAT C 4-60 24.00 597, 598, 596, 595 393 MAT C 4-60 24.00 599, 597, 595, 594 394 MAT C 4-60 24.00 87, 599, 594, 85 396 MAT C 4-60 24.00 600, 89, 598, 597 397 MAT C 4-60 24.00 89, 601, 602, 598 398 MAT C 4-60 24.00 598, 602, 603, 596 399 MAT C 4-60 24.00 596, 603, 604, 592 400 MAT C 4-60 24.00 592, 604, 605, 590 401 MAT C 4-60 24.00 590, 605, 606, 589 402 MAT C 4-60 24.00 589, 606, 581, 582 403 MAT C 4-60 24.00 606, 607, 580, 581 404 MAT C 4-60 24.00 605, 608, 607, 606 405 MAT C 4-60 24.00 604, 609, 608, 605 406 MAT C 4-60 24.00 603, 610, 609, 604 407 MAT C 4-60 24.00 602, 611, 610, 603 408 MAT C 4-60 24.00 601, 51, 611, 602 409 MAT C 4-60 24.00 51, 612, 613, 611 Project Name: Project No: U-� CHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive " SILO FOUNDATION A 33 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 11/21/2012 410 MAT C 4-60 24.00 611, 613, 614, 610 411 MAT C 4-60 24.00 610, 614, 615, 609 412 MAT C 4-60 24.00 609, 615, 616, 608 413 MAT C 4-60 24.00 608, 616, 617, 607 414 MAT C 4-60 24.00 607, 617, 579, 580 415 MAT C 4-60 24.00 617, 618, 578, 579 416 MAT C 4-60 24.00 616, 619, 618, 617 417 MAT C 4-60 24.00 615, 620, 619, 616 418 MAT C 4-60 24.00 614, 621, 620, 615 419 MAT C 4-60 24.00 613, 622, 621, 614 420 MAT C 4-60 24.00 612, 53, 622, 613 421 MAT C 4-60 24.00 622, 53, 55, 621 422 MAT C 4-60 24.00 621, 55, 57, 620 423 MAT C 4-60 24.00 620, 57, 59, 619 424 MAT C 4-60 24.00 619, 59, 61, 618 425 MAT C 4-60 24.00 618, 61, 63, 578 427 MAT C 4-60 24.00 460, 461, 451, 199 42B MAT C 4-60 24.00 461, 462, 450, 451 429 MAT C 4-60 24.00 462, 83, 81, 450 430 MAT C 4-60 24.00 227, 437, 624, 623 431 MAT C 4-60 24.00 623, 624, 626, 625 432 MAT C 4-60 24.00 437, 439, 627, 624 433 MAT C 4-60 24.00 624, 627, 628, 626 434 MAT C 4-60 24.00 439, 441, 629, 627 435 MAT C 4-60 24.00 627, 629, 630, 628 436 MAT C 4-60 24.00 441, 443, 631, 629 437. MAT C 4-60 24.00 629, 631, 632, 630 438 MAT C 4-60 24.00 443, 53, 633, 631 439 MAT C 4-60 24.00 631, 633, 634, 632 440 MAT C 4-60 24.00 635, 633, 53, 612 441 MAT C 4-60 24.00 636, 634, 633, 635 442 MAT C 4-60 24.00 637, 635, 612, 51 443 MAT C 4-60 24.00 638, 636, 635, 637 444 MAT C 4-60 24.00 639, 637, 51, 601 445 MAT C 4-60 24.00 640, 638, 637, 639 446 MAT C 4-60 24.00 641, 639, 601, 89 447 MAT C 4-60 24.00 642, 640, 639, 641 448 MAT C 4-60 24.00 643, 641, 89, 600 449 MAT C 4-60 24.00 644, 642, 641, 643 450 MAT C 4-60 24.00 645, 643, 600. 87 451 MAT C 4-60 24.00 646, 644, 643, 645 452 MAT C 4-60 24.00 647, 645, B7, 458 453 MAT C 4-60 24.00 648, 646, 645, 647 454 MAT C 4-60 24.00 649, 647, 458, 456 455 MAT C 4-60 24.00 650, 648, 647, 649 456 MAT C 4-60 24.00 651, 649, 456, 454 457 MAT C 4-60 24.00 652, 650, 649, 651 458 MAT C 4-60 24.00 653, 651, 454, 452 459 MAT C 4-60 24.00 654, 652, 651, 653 460 MAT C 4-60 24.00 655, 653, 452, 196 461 MAT C 4-60 24.00 656, 654, 653, 655 462 MAT C 4-60 24.00 642, 644, 694, 687 463 MAT C 4-60 24.00 644, 646, 686, 694 464 MAT C 4-60 24.00 687, 694, 695, 667 > Project Name: Project No: NEAL CHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 34 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 11/21/2012 465 MAT C 4-60 24.00 694, 686, 668, 695 466 MAT C 4-60 24.00 638, 640, 696, 688 467 MAT C 4-60 24.00 640, 642, 687, 696 468 MAT C 4-60 24.00 688, 696, 685, 666 469 MAT C 4-60 24.00 696, 687, 667, 685 470 MAT C 4-60 24.00 634, 636, 697, 689 471 MAT C 4-60 24.00 636, 638, 688, 697 472 MAT C 4-60 24.00 689, 697, 684, 665 473 MAT C 4-60 24.00 697, 688, 666, 684 474 MAT C 4-60 24.00 630, 632, 698, 693 475 MAT C 4-60 24.00 632, 634, 689, 698 476 MAT C 4-60 24.00 693, 698, 678, 679 477 MAT C 4-60 24.00 698, 689, 665, 678 478 MAT C 4-60 24.00 625, 626, 691, 690 479 MAT C 4-60 24.00 626, 628, 692, 691 480 MAT C 4-60 24.00 628, 630, 693, 692 481 MAT C 4-60 24.00 690, 691, 681, 228 482 MAT C 4-60 24.00 691, 692, 680, 681 483 MAT C 4-60 24.00 692, 693, 679, 680 484 MAT C 4-60 24.00 646, 648, 699, 686 485 MAT C 4-60 24.00 648, 650, 700, 699 486 MAT C 4-60 24.00 650, 652, 701, 700 487 MAT C 4-60 24.00 652, 654, 702, 701 488 MAT C 4-60 24.00 654, 656, 703, 702 489 MAT C 4-60 24.00 686, 699, 704, 668 490 MAT C 4-60 24.00 699, 700, 705, 704 491 MAT C 4-60 24.00 700, 701, 706, 705 492 MAT C 4-60 24.00 701, 702, 707, 706 493 MAT C 4-60 24.00 702, 703, 188, 707 494 MAT C 4-60 24.00 668, 704, 708, 669 495 MAT C 4-60 24.00 704, 705, 709, 708 496 MAT C 4-60 24.00 705, 706, 710, 709 497 MAT C 4-60 24.00 706, 707, 711, 710 498 MAT C 4-60 24.00 707, 188, 189, 711 499 MAT C 4-60 24.00 228, 681, 712, 229 500 MAT C 4-60 24.00 681, 680, 713, 712 501 MAT C 4-60 24.00 680, 679, 714, 713 502 MAT C 4-60 24.00 679, 678, 715, 714 503 MAT C 4-60 24.00 678, 665, 664, 715 504 MAT C 4-60 24.00 711, 189, 716, 190 505 MAT C 4-60 24.00 669, 708, 717, 670 506 MAT C 4-60 24.00 708, 709, 718, 717 507 MAT C 4-60 24.00 709, 710, 719, 718 508 MAT C 4-60 24.00 710, 711, 190, 719 509 MAT C 4-60 24.00 719, 190, 720, 191 510 MAT C 4-60 24.00 229, 712, 230, 722 511 MAT C 4-60 24.00 712, 713, 724, 230 512 MAT C 4-60 24.00 713, 714, 682, 724 513 MAT C 4-60 24.00 714, 715, 725, 682 514 MAT C 4-60 24.00 715, 664, 663, 725 515 MAT C 4-60 24.00 230, 724, 231, 723 516 MAT C 4-60 24.00 724, 682, 726, 231 517 MAT C 4-60 24.00 682, 725, 727, 726 518 MAT C 4-60 24.00 725, 663, 662, 727 Project Name: . Project No: O.'N' EALCHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 35 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 11/21/2012 519 MAT C 4-60 24.00 234, 732, 733, 235 520 MAT C 4-60 24.00 732, 734, 735, 733 521 MAT C 4-60 24.00 734, 736, 737, 735 522 MAT C 4-60 24.00 736, 738, 739, 737 523 MAT C 4-60 24.00 738, 659,'658, 739 524 MAT C 4-60 24.00 729, 233, 732, 234 525 MAT C 4-60 24.00 233, 740, 734, 732 526 MAT C 4-60 24.00 740, 683, 736, 734 527 MAT C 4-60 24.00 683, 741, 738, 736 528 MAT C 4-60 24.00 741, 660, 659, 738 529 MAT C 4-60 24.00 728, 232, 740, 233 530 MAT C 4-60 24.00 232, 742, 683, 740 531 MAT C 4-60 24.00 742, 743, 741, 683 532 MAT C 4-60 24.00 743, 661, 660, 741 533 MAT C 4-60 24.00 231, 726, 742, 232 534 MAT C 4-60 24.00 726, 727, 743, 742 535 MAT C 4-60 24.00 727, 662, 661, 743 536 MAT C 4-60 24.00 670, 717, 744, 671 537 MAT C 4-60 24.00 717, 718, 745, 744 538 MAT C 4-60 24.00 718, 719, 191, 745 539 MAT C 4-60 24.00 671, 744, 746, 672 540 MAT C 4-60 24.00 744, 745, 747, 746 541 MAT C 4-60 24.00 745, 191, 192, 747 542 MAT C 4-60 24.00 195, 748, 749, 194 543 MAT C 4-60 24.00 748, 750, 751, 749 544 MAT C 4-60 24.00 750, 752, 753, 751 545 MAT C 4-60 24.00 752, 754, 755, 753 546 MAT C 4-60 24.00 754, 675, 674, 755 547 MAT C 4-60 24.00 194, 749, 193, 731 548 MAT C 4-60 24.00 749, 751, 756,193 549 MAT C 4-60 24.00 751, 753, 757, 756 550 MAT C 4-60 24.00 753, 755, 758, 757 551 MAT C 4-60 24.00 755, 674, 673, 758 552 MAT C 4-60 24.00 759, 664, 665, 760 553 MAT C 4-60 24.00 761, 759, 760, 762 554 MAT C 4-60 24.00 763, 761, 762, 764 556 MAT C 4-60 24.00 764, 762, 684, 666 557 MAT C 4-60 24.00 765, 764, 666, 685 558 MAT C 4-60 24.00 766, 765, 685, 667 559 MAT C 4-60 24.00 767, 766, 667, 695 560 MAT C 4-60 24.00 695, 668, 768, 767 561 MAT C 4-60 24.00 669, 769, 768, 668 562 MAT C 4-60 24.00 769, 770, 767, 768 563 MAT C 4-60 24.00 770, 771, 766, 767 564 MAT C 4-60 24.00 771, 772, 765, 766 565 MAT C 4-60 24.00 772, 763, 764, 765 566 MAT C 4-60 24.00 773, 663, 664, 759 567 MAT C 4-60 24.00 774, 773, 759, 761 568 MAT C 4-60 24.00 775, 774, 761, 763 569 MAT C 4-60 24.00 776, 775, 763, 772 570 MAT C 4-60 24.00 777, 776, 772, 771 571 MAT C 4-60 24.00 778, 777, 771, 770 572 MAT C 4-60 24.00 779, 778, 770, 769 573 MAT C 4-60 24.00 670, 779, 769, 669 Project Name: Project No: ON,� '���.�� CHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./tev. 10 Falcon Crest Drive SILO FOUNDATION A 36 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 11/21/2012 574 MAT C 4-60 24.00 671, 780, 779, 670 575 MAT C 4-60 24.00 672, 781, 780, 671 576 MAT C 4-60 24.00 780, 782, 778, 779 577 MAT C 4-60 24.00 781, 783, 782, 780 578 MAT C 4-60 24.00 782, 784, 777, 778 579 MAT C 4-60 24.00 783, 785, 784, 782 580 MAT C 4-60 24.00 786, 787, 785, 783 581 MAT C 4-60 24.00 788, 786, 783, 781 582 MAT C 4-60 24.00 673, 788, 781, 672 583 MAT C 4-60 24.00 674, 789, 788, 673 584 MAT C 4-60 24.00 789, 790, 786, 788 585 MAT C 4-60 24.00 790, 791, 787, 786 586 MAT C 4-60 24.00 792, 793, 791, 790 587 MAT C 4-60 24.00 794, 792, 790, 789 5B8 MAT C 4-60 24.00 675, 794, 789, 674 590 MAT C 4-60 24.00 795, 676, 793, 792 591 MAT C 4-60 24.00 676, 796, 797, 793 592 MAT C 4-60 24.00 793, 797, 798, 791 593 MAT C 4-60 24.00 791, 798, 799, 787 594 MAT C 4-60 24.00 787, 799, 800, 785 595 MAT C 4-60 24.00 785, 800, 801. 784 596 MAT C 4-60 24.00 784, 801, 776, 777 597 MAT C 4-60 24.00 801, 802, 775, 776 598 MAT C 4-60 24.00 800, 803, 802, 801 599 MAT C 4-60 24.00 799, 804, 803, 800 600 MAT C 4-60 24.00 798, 805, 804, 799 601 MAT C 4-60 24.00 797, 806, 805, 798 602 MAT C 4-60 24.00 796, 657, 806, 797 603 MAT C 4-60 24.00 657, 807, 808, 806 604 MAT C 4-60 24.00 806, 808, 809, 805 605 MAT C 4-60 24.00 805, 809, 810, 804 606 MAT C 4-60 24.00 804, 810, 811, 803 607 MAT C 4-60 24.00 803, 811, 812, 802 608 MAT C 4-60 24.00 802, 812, 774, 775 609 MAT C 4-60 24.00 812, 813, 773, 774 610 MAT C 4-60 24.00 811, 814, 813, 812 611 MAT C 4-60 24.00 810, 815, 814, 811 612 MAT C 4-60 24.00 809, 816, 815, 810 613 MAT' C 4-60 24.00 808, 817, 816, 809 614 MAT C 4-60 24.00 807, 658, 817, 808 615 MAT C 4-60 24.00 817, 658, 659, 816 616 MAT C 4-60 24.00 816, 659, 660, 815 617 MAT C 4-60 24.00 815, 660, 661, 814 618 MAT C 4-60 24.00 814, 661, 662, 813 619 MAT C 4-60 24.00 813, 662, 663, 773 621 MAT C 4-60 24.00 756, 757, 747, 192 622 MAT C 4-60 24.00 757, 758, 746, 747 623 MAT C 4-60 24.00 758, 673, 672, 746 624 MAT C 4-60 24.00 235, 733, 819, 818 625 MAT C 4-60 24.00 818, 819, 820, 3 626 MAT C 4-60 24.00 733, 735, 821, 819 627 MAT C 4-60 24.00 819, 821, 622, 820 628 MAT C 4-60 24.00 735, 737, 823, 821 629 MAT C 4-60 24.00 821, 823, 824, 822 Project Name: Project No: OINE'AL CHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 37 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 11/21/2012 630 MAT C 4-60 24.00 737, 739, 825, 823 631 MAT C 4-60 24.00 823, 825, 826, 824 632 MAT C 4-60 24.00 739, 658, 827, 825 633 MAT C 4-60 24.00 825, 827, 240, 826 634 MAT C 4-60 24.00 828, 827, 658, 807 635 MAT C 4-60 24.00 829, 240, 827, 828 636 MAT C 4-60 24.00 830, 828, 807, 657 637 MAT C 4-60 24.00 241, 829, 828, 830 638 MAT C 4-60 24.00 831, 830, 657, 796 639 MAT C 4-60 24.00 6, 241, 830, 831 640 MAT C 4-60 24.00 832, 831, 796, 676 641 MAT C 4-60 24.00 242, 6, 831, 832 642 MAT C 4-60 24.00 833, 832, 676, 795 643 MAT C 4-60 24.00 834, 242, 832, 833 644 MAT C 4-60 24.00 835, 833, 795, 675 645 MAT C 4-60 24.00 243, 834, 833, 835 646 MAT C 4-60 24.00 836, 835, 675, 754 647 MAT C 4-60 24.00 837, 243, 835, 836 648 MAT C 4-60 24.00 838, 836, 754, 752 649 MAT C 4-60 24.00 839, 837, 836, 838 650 MAT C 4-60 24.00 840, 838, 752, 750 651 MAT C 4-60 24.00 841, 839, 838, 840 652 MAT C 4-60 24.00 842, 840, 750, 748 653 MAT C 4-60 24.00 843, 841, 840, 842 654 MAT C 4-60 24.00 844, 842, 748,195 655 MAT C 4-60 24.00 4, 843, 842, 844 656 MAT C 4-60 24.00 382, 567, 565, 67 657 MAT C 4-60 24.00 756, 193, 730, 192 658 MAT C 4-60 24.OD 557, 483, 47, 562 659 MAT C 4-60 24.00 684, 762, 760, 665 660 MAT C 4-60 24.00 357, 169, 331, 168 661 MAT C 4-60 24.00 262, 517, 519, 27 662 MAT C 4-60 24.00 460, 198, 434, 199 663 MAT C 4-60 24.00 600, 597, 599, 87 664 MAT C 4-60 24.00 795, 792, 794, 675 Project N Name: Project No: CHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 38 Designed By: Date: Checked By Date: App'd By: T!�7 Greenville, SC 29607 Tel. 864-298-2000 RAH � 11/21/2012 � 1 NL THG BUSFNES$ Of PROJECT DEElveRy Greenville,SC-. Current Date: 11/21/2012 2:23 PM Job Number: 20080C 072 Units system: English , Revisic n: 0 Project: 13.92'DIA. X 41.44'TALL SILO - COMBINED FOUNDATION Client: CHUBB ENGINEERING Structural Engineer: R HILL File name: C:\Users\rhilADocuments\My Documents\My Projects\CHUBB\Phase 38\COMBINED FOOTING.etz\ Load data GLOSSARY Comb Indicates if load condition is a load combination Load conditions Condition Description Comb. Category DL Dead Load No DL LL LIVE LOAD No LL LLI LIVE LOAD 2 No LL WX WIND X DIRECTION No WIND Wz WIND Z DIRECTION No WIND D1 DL Yes D2 DL+LL Yes D3 DL+LL1 Yes D4 DL+WX Yes D5 DL+WZ Yes D6 DL+0.75LL+0.75WX Yes D7 DL+0.75LL+0.75WZ Yes D8 0.6DL+W)( Yes D9 0.6DL+WZ Yes D10 1ADL Yes D11 1.2DL+1.6LL Yes D12 1.2DL+1.6LL1 Yes D13 1.2DL+O.BWZ Yes D14 1.2DL+1.6VVX Yes D15 1.2DL+1.6WZ Yes D16 1.2DL+LL+1.6VVX Yes D17 1.2DL+LL+1.6WZ Yes D18 0.9DL+1.6WX Yes D19 0.9DL+1.6WZ Yes 00'0 00.0 00'0 00'0 vs o- 00•0 £99 00'0 00.0 00'0 00'0 b8'0- 00.0 Z99 00'0 00.0 00'0 00.0 t48'0- 00'0 L99 00'0 00'0 00.0 00'0 48'0- 00'0 099 00'0 00'0 00'0 00'0 b8'0- 00'0 699 00'0 00'0 00.0 00.0 b8'0- 00'0 999 00'0 00'0 00'0 00'0 178.0- 00'0 L99 00'0 00'0 00'0 00'0 b8'0- 00'0 l£L 00.0 00.0 00.0 00.0 b8'0- 00.0 69 00'0 00'0 00.0 00'0 t48'0- 00.0 L8 00'0 00'0 00.0 00'0 b8'0- 00'0 99 00'0 00'0 00'0 00'0 b8'0- 00'0 £9 00.0 00'0 00.0 00'0 b8'0- 00'0 L9 00'0 00'0 00'0 00.0 t48'0- 00'0 6L 00'0 00'0 00'0 00'0 48'0- 00'0 LL 00'0 00'0 00'0 00'0 48'0- 00'0 9L 00.0 00.0 00.0 00.0 b8.0- 00.0 £L 00'0 00'0 00'0 00.0 b8'0- 00'0 LL 00'0 00'0 00.0 00'0 t48'0- 00'0 69 00.0 00.0 00'0 00'0 48'0- 00'0 L9 00'0 00'0 00'0 00.0 48'0- 00'0 99 00'0 00'0 00.0 00'0 t48'0- 00'0 £9 00'0 00'0 00'0 00'0 48'0- 00.0 69 00'0 00'0 00.0 00.0 t48'0- 00'0 69 00'0 00'0 00'0 00'0 48'0- 00.0 L9 00'0 00.0 00'0 00'0 b8'0- 00'0 99 00'0 00'0 00'0 00'0 b8'0- 00'0 09 00'0 00.0 00'0 00'0 48'0- 00.0 1,9 00'0 00'0 00.0 00'0 48'0- 00'0 6ti 00.0 00.0 00'0 00'0 b8'0- 00'0 Lti 00'0 00'0 00'0 00'0 b9'0- 00'0 94 00'0 00.0 00'0 00'0 49•0- 00.0 94 00'0 00'0 00'0 00'0 b8'0- 00'0 1,4 00.0 00'0 00'0 00'0 V9'0- 00.0 6£ 00'0 00'0 00'0 00'0 1?8'0- 00'0 L£ 00.0 00'0 00'0 00'0 b8'0- 00'0 9£ 00'0 00'0 00'0 00.0 ti9'0- 00'0 ££ 00'0 00'0 00'0 00'0 b8'0- 00'0 L£ 00'0 00'0 00'0 00'0 178'0- 00'0 6Z 00'0 00'0 00'0 00'0 b8'0- 00'0 LZ . 00'0 00'0 , 00'0 00'0 48'0- 00'0 9Z 00'0 00'0 00'0 00'0 b8'0- 00.0 £Z 00'0 00'0 00'0 00'0 ti8'0- 00'0 LZ 00'0 00'0 00'0 00'0 b8'0- 00'0 6L 00'0 00'0 00'0 00.0 48'0- 00'0 LI, 00'0 00'0 00'0 00.0 b9.0- 00.0 96 00'0 00'0 00'0 00'0 V9,0- 00'0 £6 ld [u.d!)l] [u.dl)ll [4.dl)i] [d!Nl [dl>l] [d!)I] ZW AW XW Zd AA X=l apoN uol;lpuo:) Sopou uo peon Z60ZI6Zl64 H` d 000Z-86Z-b99'1a1 :01e0 :As p,ddy :81e4 :As pa�oay0 :a3e0 :As pauBlsap 1096Z OS'apinuaaIO anua IsaaO uoolej 0� 6£ `d NOIl`d4Nf1O3 OIIS '31-11 IeaN,O •nay/•ou 3884S :uoi;duosaQpoafgnS ZL000900Z JNIN33NION3 senHO :ON IaafoJd :aweN 3oafad 00'0 00'0 00'0 00'0 99Z'6- 00'0 L99 00'0 00'0 00'0 00'0 99Z'6- 00'0 l£l 00'0 00'0 00'0 00'0 99Z'6- 00'0 68 00'0 00'0 00'0 00'0 99Z'6- 00'0 L9 00'0 00'0 00'0 00'0 99Z'6- 00'0 98 00'0 00'0 00'0 00'0 99Z'6- 00'0 £8 00'0 00'0 00'0 00'0 99Z'6- 00'0 l8 00,0 00'0 00'0 00'0 99Z'6- 00'0 6L 00'0 00'0 00'0 00'0 99Z'6- 00'0 LL 00'0 00'0 00'0 00'0 99Z'6- 00'0 9L 00'0 00'0 00'0 00'0 99Z'6- 00'0 £L 00.0 00'0 00'0 00.0 99Z'6- 00'0 lL 00'0 00'0 00'0 00'0 99Z'6- 00'0 69 00'0 00'0 00'0 00'0 99Z'6- 00'0 L9 00'0 00"0 00'0 00'0 99Z'6- 00'0 99 00'0 00'0 00'0 00'0 99Z'6- 00'0 £9 00'0 00'0 00'0 00'0 99Z'6- 00'0 l9 00'0 00'0 00'0 00'0 99Z'6- 00'0 69 00'0 00'0 00'0 00'0 , 99Z'6- 00'0 L9 00'0 00'0 00'0 00'0 99Z'6- 00'0 99 00'0 00'0 00'0 00'0 99Z'6- 00'0 £9 00'0 00'0 00'0 00'0 99Z'6- 00'0 l9 00'0 00'0 00'0 00'0 99Z'6- 00'0 64 00'0 00'0 00'0 00'0 99Z'6- 00'0 L4 00'0 00'0 00'0 00'0 99Z'6- 00'0 94 00'0 00'0 00'0 00'0 99Z'6- 00'0 £4 00'0 00'0 00'0 00.0 99Z'6- 00'0 lb 00'0 00'0 00'0 00'0 99Z'6- 00'0 6£ 00'0 00'0 00'0 00'0 99Z'6- 00'0 L£ 00'0 00'0 00'0 00`0 99Z'6- 00'0 9£ 00'0 00'0 00'0 00'0 99Z'6- 00'0 ££ 00'0 00'0 00'0 00'0 99Z'6- 00'0 l£ 00'0 00'0 00'0 00'0 99Z'6- 00'0 6Z 00'0 00'0 00'0 00'0 99Z'6- 00'0 LZ 00'0 00'0 00'0 00'0 99Z'6- 00'0 9Z 00'0 00'0 00'0 00'0 99Z'6- 00'0 £Z 00'0 00'0 00'0 00'0 99Z'6- 00'0 lZ 00'0 00'0 00'0 00'0 99Z'6- 00'0 6l 00'0 00'0 00'0 00'0 99Z'6- 00'0 Ll 00'0 00'0 00'0 00,0 99Z'6- 00'0 9l 00'0 00'0 00'0 00'0 99Z'6- 00'0 Cl ll 00'0 00'0 00'0 00'0 48'0- 00'0 9L9 00'0 00'0 00'0 00'0 48'0 00'0 9L9 00'0 00'0 00'0 00'0 48'0 00'0 4L9 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00'0 00'0 99Z'6- 00'0 ZL9 00'0 00'0 00'0 00'0 99Z'6- 00'0 LL9 00'0 00'0 00'0 00'0 99Z'6- 00'0 OL9 00'0 00'0 00'0 00'0 99Z'6- 00'0 699 00'0 00'0 00'0 00'0 99Z'6- 00'0 999 00'0 00'0 00'0 00'0 99Z'6- 00'0 L99 00'0 00'0 00'0 00'0 99Z'6- 00'0 999 00'0 00'0 00'0 00'0 99Z'6- 00'0 999 00'0 00'0 00'0 00'0 99Z'6- 00'0 499 00'0 00'0 00'0 00'0 99Z'6- 00'0 £99 00'0 00'0 00'0 00'0 99Z'6- 00'0 Z99 00'0 00'0 00'0 00'0 99Z'6- 00'0 L99 00'0 00'0 00'0 00'0 99Z'6- 00'0 099 00'0 00'0 00'0 00'0 99Z'6- 00'0 699 00'0 00'0 00'0 00'0 99Z'6- 00'0 899 Z60Z/2M HVd OOOZ-86Z-499 *lei :01ed :Aq p,ddy :a;ea :As paMoayo :a;e(3 :As pau8lsaa L096Z 0S'all!nuaaiE) anup;sai0 uoolej 01, 6ti `d . NOIl`dONf103 OBIS •O01 IeaN,O •nea •ou;aa4S / :uoi duosa ; Opoafgng ZL000800Z JNR133NIJN3 99nHO :ON;oafad :aweN;oafadi1, i Project Name: Project No: u,,NCHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 42 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.664-296-2000 RAH 11/21/2012 672 0.00 -9.265 0.00 0.00 0.00 0.00 673 0.00 -9.265 0.00 0.00 0.00 0.00 674 0.00 -9.265 0.00 0.00 0.00 0.00 675 0.00 -9.265 0.00 0.00 0.00 0.00 676 0.00 -9.265 0.00 0.00 0.00 0.00 WX 13 0.00 3.23 0.00 0.00 0.00 0.00 15 0.00 2.57 0.00 0.00 0.00 0.00 17 0.00 1.65 0.00 0.00 0.00 0.00 19 0.00 0.57 0.00 0.00 0.00 0.00 21 0.00 -0.57 0.00 0.00 0.00 0.00 23 0.00 -1.65 0.00 0.00 0.00 0.00 25 0.00 -2.57 0.00 0.00 0.00 0.00 27 0.00 -3.23 0.00 0.00 0.00 0.00 29 0.00 -3.60 0.00 0.00 0.00 0.00 31 0.00 -3.60 0.00 0.00 0.00 0.00 33 0.00 -3.23 0.00 0.00 0.00 0.00 35 0.00 -2.57 0.00 0.00 0.00 0.00 37 0.00 -1.65 0.00 0.00 0.00 0.00 39 0.00 -0.57 0.00 0.00 0.00 0.00 41 0.00 0.57 0.00 0.00 0.00 0.00 43 0.00 1.65 0.00 0.00 0.00 0.00 45 0.00 2.57 0.00 0.00 0.00 0.00 47 0.00 3.23 0.00 0.00 0.00 0.00 49 0.00 3.60 0.00 0.00 0.00 0.00 51 0.00 3.60 0.00 0.00 0.00 0.00 53 0.00 3.23 0.00 0.00 0.00 0.00 55 0.00 2.57 0.00 0.00 0.00 0.00 57 0.00 1.65 0.00 0.00 0.00 0.00 59 0.00, 0.57 0.00 0.00 0.00 0.00 61 0.00 -0.57 0.00 0.00 0.00 0.00 63 0.00 -1.65 0.00 0.00 0.00 0.00 65 0.00 -2.57 0.00 0.00 0.00 0.00 67 0.00 -3.23 0.00 0.00 0.00 0.00 69 0.00 -3.60 0.00 0.00 0.00 0.00 71 0.00 -3.60 0.00 0.00 0.00 0.00 73 0.00 -3.23 0.00 0.00 0.00 0.00 75 0.00 -2.57 0.00 0.00 0.00 0.00 77 0.00 -1.65 0.00 0.00 0.00 0.00 79 0.00 -0.57 0.00 0.00 0.00 0.00 81 0.00 0.57 0.00 0.00 0.00 0.00 83 0.00 1.65 0.00 0.00 0.00 0.00 85 0.00 2.57 0.00 0.00 0.00 0.00 87 0.00 3.23 0.00 0.00 0.00 0.00 89 0.00 3.60 0.00 0.00 0.00 0.00 131 0.00 3.60 0.00 0.00 0.00 0.00 657 0.00 3.60 0.00 0.00 0.00 0.00 65B 0.00 3.23 0.00 0.00 0.00 0.00 659 0.00 2.57 0.00 0.00 0.00 0.00 660 0.00 1.65 0.00 0.00 0.00 0.00 661 0.00 0.57 0.00 0.00 0.00 0.00 662 0.00 -0.57 0.00 0.00 0.00 0.00 663 0.00 -1.65 0.00 0.00 0.00 0.00 664 0.00 -2.57 0.00 0.00 0.00 0.00 665 •0.00 -3.23 0.00 0.00 0.00 0.00 • 1 . A Project Name: Project No: NL NF CHUBB ENGINEERING 200800072 O'Neal Inc. 10 Falcon Crest Drive Subject/Description: SILO FOUNDATION Sheet no./rev. A 43 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 11/21/2012 666 0.00 -3.60 0.00 0.00 0.00 0.00 667 0.00 -3.60 0.00 0.00 0.00 0.00 668 0.00 -3.23 0.00 0.00 0.00 0.00 669 0.00 -2.57 0.00 0.00 0.00 0.00 670 0.00 -1.65 0.00 0.00 0.00 0.00 671 0.00 -0.57 0.00 0.00 0.00 0.00 672 0.00 0.57 0.00 0.00 0.00 0.00 673 0.00 1.65 0.00 0.00 0.00 0.00 674 0.00 2.57 0.00 0.00 0.00 0.00 675 0.00 3.23 0.00 0.00 0.00 0.00 676 0.00 3.60 0.00 0.00 0.00 0.00 WZ 13 0.00 1.65 0.00 0.00 0.00 0.00 15 0.00 2.57 0.00 0.00 0.00 0.00 17 0.00 3.23 0.00 0.00 0.00 0.00 19 0.00 3.60 0.00 0.00 0.00 0.00 21 0.00 3.60 0.00 0.00 0.00 0.00 23 0.00 3.23 0.00 0.00 0.00 0.00 25 0.00 2.57 0.00 0.00 0.00 0.00 27 0.00 1.65 0.00 0.00 0.00 0.00 29 0.00 0.57 0.00 0.00 0.00 0.00 31 0.00 -0.57 0.00 0.00 0.00 0.00 33 0.00 -1.65 0.00 0.00 0.00 0.00 35 0.00 -2.57 0.00 0.00 0.00 0.00 37 0.00 -3.23 0.00 0.00 0.00 0.00 39 0.00 -3.60 0.00 0.00 0.00 0.00 41 0.00 -3.60 0.00 0.00 0.00 0.00 43 0.00 -3.23 0.00 0.00 0.00 0.00 45 0.00 -2.57 0.00 0.00 0.00 0.00 47 0.00 -1.65 0.00 0.00 0.00 0.00 49 0.00 -0.57 0.00 0.00 0.00 0.00 51 0.00 0.57 0.00 0.00 0.00 0.00 53 0.00 1.65 0.00 0.00 0.00 0.00 55 0.00 2.57 0.00 0.00 0.00 0.00 57 0.00 3.23 0.00 0.00 0.00 0.00 59 0.00 3.60 0.00 0.00 0.00 0.00 61 0.00 3.60 0.00 0.00 0.00 0.00 63 0.00 3.23 0.00 0.00 0.00 0.00 65 0.00 2.57 0.00 0.00 0.00 0.00 67 0.00 1.65 0.00 0.00 0.00 0.00 69 0.00 0.67 0.00 0.00 0.00 0.00 71 0.00 -0.57 0.00 0.00 0.00 0.00 73 0.00 -1.65 0.00 0.00 0.00 0.00 75 0.00 -2.57 0.00 0.00 0.00 0.00 77 0.00 -3.23 0.00 0.00 0.00 0.00 79 0.00 -3.60 0.00 0.00 0.00 0.00 81 0.00 -3.60 0.00 0.00 0.00 0.00 83 0.00 -3.23 0.00 0.00 0.00 0.00 85 0.00 -2.57 0.00 0.00 0.00 0.00 87 0.00 -1.65 0.00 0.00 0.00 0.00 89 0.00 -0.57 0.00 0.00 0.00 0.00 131 0.00 0.57 0.00 0.00 0.00 0.00 657 0.00 0.57 0.00 0.00 0.00 0.00 658 0.00 1.65 0.00 0.00 0.00 0.00 659 0.00 2.57 0.00 0.00 0.00 0.00 'NEALCHUBB Name: Project No: OProject ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 44 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.664-296-2000 RAH 11/21/2012 660 0.00 661 0.00 662 0.00 663 0.00 664 0.00 665 0.00 666 0.00 667 0.00 668 0.00 669 0.00 670 0.00 671 0.00 672 0.00 673 0.00 674 0.00 675 0.00 676 0.00 3.23 3.60 3.60 3.23 2.57 1.65 0.57 -0.57 -1.65 -2.57 -3.23 -3.60 -3.60 -3.23 -2.57 -1.65 -0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Self weight multipliers for load conditions Self weight multiplier Condition Description Comb. MultX MultY MultZ DL Dead Load No 0.00 -1.00 0.00 LL LIVE LOAD No 0.00 0.00 0.00 LL1 LIVE LOAD 2 No 0.00 0.00 0.00 WX WIND X DIRECTION No 0.00 0.00 0.00 WZ WIND Z DIRECTION No 0.00 0.00 0.00 D1 DL Yes 0.00 0.00 0.00 D2 DL+LL Yes 0.00 0.00 0.00 D3 DL+LL1 Yes 0.00 0.00 0.00 D4 DL+WX Yes 0.00 0.00 0.00 D5 DL+WZ Yes 0.00 0.00 0.00 D6 DL+0.75LL+0.75WX Yes 0.00 0.00 0.00 D7 DL+0.75LL+0.75WZ Yes 0.00 0.00 0.00 D8 0.6DL+WX Yes 0.00 0.00 0.00 D9 0.6DL+WZ Yes 0.00 0.00 0.00 D10 1ADL Yes 0.00 0.00 0.00 D11 1.2DL+1.6LL Yes 0.00 0.00 0.00 D12 1.2DL+1.6LL1 Yes 0.00 0.00 0.00 D13 1.2DL+O.BWZ Yes 0.00 0.00 0.00 D14 1.2DL+1.6WX Yes 0.00 0.00 0.00 D15 1.2DL+1.6WZ Yes 0.00 0.00 0.00 D16 1.2DL+LL+1.6WX Yes 0.00 0.00 0.00 D17 1.2DL+LL+I.6WZ Yes 0.00 0.00 0.00 D18 0.9DL+1.6WX Yes 0.00 0.00 0.00 D19 0.9DL+1.6WZ Yes 0.00 0.00 0.00 00.0 00.0 00'0 61a 00'0 00'0 00'0 810 00'0 00'0 00'0 MI 00'0 00'0 00'0 910 00'0 00'0 00'0 910 00'0 00'0 00'0 410 00'0 00'0 00'0 £10 00'0 00'0 00'0 Z10 00'0 00'0 00'0 110 00'0 00'0 00'0 010 00'0 00'0 00'0 60 00'0 00'0 00'0 80 00'0 00'0 00'0 L0 00'0 00'0 00'0 90 00'0 00'0 00'0 90 00'0 00'0 00'0 b0 00'0 00'0 00'0 £0 00'0 00'0 00'0 ZO 00'0 00'0 00'0 10 00'0 00'0 00'0 ZM 00'0 00'0 00'0 XM 00'0 00'0 00'0 111 00'0 00'0 00'0 11 00'0 00'0 00'0 10 1%] [6aa] •dwe0 •Buy 6/e uol;ipuoo muo sisAieue olweuAa) oNenby:pe3 Z OZ/�Z/1 HVd OOOZ-86Z-t+98 *lei :ale(]:Rg p,ddy :a;ep :As paxaa4o :afep :Rg pauBlsep L096Z OS'alpnuaaJE) anup fsaJO uoolej 0L 5b b' NOIl`dONf103 OBIS .Oul IeaN.O •nay/•au;aa4S :uogdl�osaQpoaf n 4 S '0 J ZL000800Z JNI2133NION3 99f1HO :ON ;oafoid :aweN ;aafad Project Name: Project No: O�NCHUBB ENGINEERING 200800072 O'Neal Inc. Subject/Description: Sheet no./rev. 10 Falcon Crest Drive SILO FOUNDATION A 46 Designed By: Date: Checked By: Date: App'd By: Date: Greenville, SC 29607 Tel.864-298-2000 RAH 11/21/2012 I CYNEU5. THE DUSlNE6$ Of PROJECT AEEtVERY Greenville,SC Current Date: 11/21/2012 2:25 PM Job Number: 20080C 072 Units system: English Revisi : 0 Project: 13.92' DIA. X 41.44' TALL SILO - COMBINED FOUNDATION Client: CHUBB ENGINEERING Structural Engineer: R HILL File name: C:\Users\rhilRDocuments\My Documents\My Projects\CHUBB\Phase 38\COMBINED FOOTING.etz\ List of materials Note: Only the graphically selected members and shells are listed ` Shells: Thickness Material [in] Uweight Area Weight [Kip/ft2] [ft2] [Kip] 24.00000 C 4-60 3.00E-01 972.000 291.245 Total weight [Kip] 291.245 A F 6 5 4 1 1►1111111//� 1 /Vs�.��. NO * '• 37 so 0 TgTE p • Cc • • '.�F_p.f pRjOP.�_N Z 'f•,;0NA Lost O� %� Witm DEC 2 0 2012 n j THE CONCRETE FOUNDATION SHALL BE A MINIMUM OF 6" ABOVE THE 'RADE. SLOPI' SEE FEET CIRCUMFERENCE THE THE ILSKIRT SHALL BE LEVEL WITHIN 3 'ESS OF THE CIRCUMFERENCE SHALL NOT VARY BY MORE THAN �rOM AN ESTABLISHED PLANE. I)RT10N OF THE FOUNDATION TO A DEPTH OF 6" BELOW THE PROPOSED L, SHALL BE FINISHED TO A SMOOTH FORM FINISH IN COMPLIANCE O7. ANY SMALL HOLES MAY BE TROWELED OVER WITH MORTAR AS SSIBLE AFTER THE FORMS ARE REMOVED. -SEE SILO MFG DRAWINGS. VT SHALL CONFORM TO ASTM A615, GRADE 60 REQUIREMENTS. RIES SHALL BE IN CONFORMANCE WITH ACI 315 REQUIREMENTS STEEL SHALL HAVE THE FOLLOWING CLEAR COVER UNLESS DTED: ETE CAST AGAINST EARTH 3" D SURFACES IN CONTACT WITH SOIL, E, WATER OR EXPOSED TO WEATHER 2" D SURFACES NOT EXPOSED TO WEATHER CONTACT WITH SOIL: - SLABS, WALLS, AND JOISTS 1 1/2" - BEAMS AND COLUMNS 1 1/2" kREPORT BY ANDERSON ANDRE CONSULTING ENGINEERS, INC, DATED 09/24/2012 N OF THE CONTENTS OF THE REPORT IS THE CONTRACTORS Ty. _ TOPSOIL AND ROOT ZONE FROM THE SILO AREA. EXCAVATE 'TH SHOWN ON THE GEOTECHNICAL REPORT. PRIOR TO L,ITIS RECOMMENDED THAT THE SUBGRADE BE EVALUATED BY VICAL ENGINEER TO ASSESS THE SUITABILITY OF THE SOIL LEFT R FILL SHOULD BE PLACED IN THIN LIFTS AND COMPACTED 70TECHNICAL REPORT. TION SHALL BE SUPPORTED ON A HELICAL PIER FOUNDATION LICAL PIERS). HELICAL PIERS SHALL HAVE A MINIMUM CAPACITY AS NOTED IN THE GEOTECHNICAL REPORT. 10EB-BEtQW SILO FO SH BE Y THE PROJECT NICAL EN ER. COMPACT FILL AFTER FILL SHALL BE PER THE GEOTECHNICAL REPORT. FINE STONE CUSHION AT LEAST 3" SHALL BE PLACED UNDER TION PRIOR TO POUR. LOADS (EACH)• (REF: CST INDUSTRIES DESIGN CALCULATIONS) WEIGHT: 16,833 LEIS VE LOAD: 3.044 LEIS (20 PSF) NT LOAD: 1.500 LBS T WEIGHT: 180,821 LBS 4EAR: 11,623 LBS VERTURNING MOMENT: 252,535 FT-LBS -SHEAR: 5,988 LBS -OVERTURNING MOMENT: 152.051 FT-LBS 'ENETRATION DEPTH: N/A INCHES Chubb Englneenng, LLC P.O. BOX 605 *=jEn Parsons, Kansas 67357 �nee((nn Phone: 6201421.3351 h Fax 6201421 3733 w .Cwbbengineenrlg.com IS PROPERTY FOUNDATION FOR 13.92' DIAMETER X 41.44' SHELL FOR THREE SILOS 61GN• BE T THE .0 FOR CST INDUSTRIES LOCATED IN FORT PIERCE, FLORIDA CHUBB ENG. JOB CE12243A REF. CUSF. DWG. n—n RH 11/26/12 co ncr ae m� RH 11126/12 SHEET F1 "�A1p1m f0 GC 11/27/12 400