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ARB202000126 Plan - Submittal (First) 2020-11-16
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S ... .! rt.Ur 21)01(MIE 1n ORNERY 01R11RNM 1011ATO12/CON PANT MAY �' -- --- LEFT ELE f-T.71 22)P''NTIEN4ENSLOOWNsrour5T0EL11aew((Enap0 W31 Ca OR exy4r,.Ill! .'d R . !22)101111,104.4 RENTSpN1t10N11CNFMLL U •. - €'' 1 7 p •.l V•' Q rOILY UMW U X'IAC ROWtop UN116 L NOTE.ALL RTU'S FULLY SCREENED ~ (22) (1)(7 (n 02) (EI 12) I1 A 7) (I) au) 32)(r lu 7I A 1) (ta] 21'•0'OVERALL BUILDING HEIGHT l� r.r Mr - F aI (1 __ — -- --- hfLk ELEV:TI4N 112cI1.1 LEE11 13 (rI (22(1) Of 7)(11) t)U)(r)(I f 6)(a) (1 4)(3)(4)(r) 11(.. (4) 1) i•1`. ` 7 1 r J1 L /v J 11 2 /v m�l��1 !->tiAL ei Ff.E - @R 4t •= II ii /� SS $� 32 22 6a ems` n'.l alf EE -- ...,.. ......... kGNi F.L-J4TIJI d31T'IA!AST 1561F:LL Ft- t 3) c ' ? 7)< a ( 7, . 7 -) '7) i SCALE 1N••1'-0• Color Elevation-CE I / 0 O ;-4P3 AutoZone jj( Ø CHARLOTTESVIStoreLLE#6464,VA K 44:t4:47a 15.2CI3 34LS FACE LIT CHANNEL LETTERS w/ STRIPES (Qty 1) AZ1CL34-371-5LINT SQUARE FOOTAGE:87.5 AZ1 CL34-371-5LEXT 30-10 7I8' I `` f f 11`1 343. JII//iila4'2wiett INV/ UniLial SCALE vow-, MATERIAL BRENDOAWI I 51 7.0 57 7.0 74/ e r Ae . e a ,,e,/ i 4r, A /i17 ` lipram^J ` , 54 AO �..i i erer eA re%�/ /0- j 7�l�„ /:�-'r1) i.„ .':. 1 f4,i : ,a::—AL' 56 tau L `A ',/ee a ee e"'• j'f I/, it//BGr,,i ,,, ff l,/e 'e./ SIB:' s7 110 ..� /+��b-��(�e... f :Y•1 LULL(�..i •- ��., \�t,.. i-/ �� all 50.0 MUM= MATERIAL LIST SCALE.NTS LED GEMYPO W1 150 Nod 65 R 0140103W1 *Auks LA/P/5 Module GEMST4b-W1 tat Fbd 01 FtA 19.0 u 13.0 Power GEPS17-6aI41A 7 Es T IMO Supply a 14.0 1 SupPN MA 9409 175N 2 71.0 B• (1' Oloah ono tare 197163034 42 En 0 14.0 (B r--°j .. comer. 19160011 47 Ea N 14.0 End Caw 19166E041 39 E. a 1a0 SPECIFICATIONS L dill I 3iR7THK PIGMENTED PLEXIGLAS RED 2362 AUTOZONE LETTERS 2 AUTOZONE LETTERS INTERNALLY ILLUMINATED W GE TETRA MAX RED LED a 5'P EHK SHEDPIGMENTED PLEXIAVHI E ALUMINUM U2 13 E RZSNE STRIPES VI „//�/���O�O�� 4.AUTOZONE STRIPES INTERNALLY ILLUMINATED W GE TETRA MAX ORANGE LED 5.5'PRE-FINISHED.040 BLACK/V1HffE ALUMNl1M RETURNS LETTER LOCKED 6 RIVETED TO BACK AND CAULKED/INSIDE OF LETTERS AND STRIPES TO BE WHITE (i-1(S 6 1•GLOSS BLACK JEWELITE TRIM FASTENED TO LETTERS A STRIPES W MINIMUM '' 7 GAP IN BACK PANEL BB SHEET METAL SCREWS PAINTED /SPACING SHALL NOT EXCEED I3'/NO FEWER TO ALLOW ACCESS TO THAN FOUR(4)SCREWS PER FACE !2X44)--.`- ELECTRICAL WHIPS 7.WHITE/WHITE ACM BACKS LETTER LOCKED a RIVETED TO RETURN AND CAULKED - .' NIGHT VIEW WALL 0YSTENO APPROVED FASTENER B.WHRE ALUMINUM TAB W*VINYL APPLIED FIRST SURFACE SCALE NTS IL AUTOZONE REQUIRED MOUNTING HARDWARE TOGGLE BOLTSEIFS WALLS OR L7 0.:t W000 CONCRETE BLOCK OR Elf sr THREADED ROD THRUBOLT MASONRY LAGS-CMUIMASONRYW ,ALLS/INSTALLER TO PROVIDE HARDWARE wpm ,WASHER (REFER TO WALL SYSTEMS W APPROVED FASTENERS CHAR COLORSFINISHE3 10. lR'FLEXIBLE CONDUIT GREEN FIELD n 1 SW6091 RELIABLE WHITE METAL OREKS TWOLE11EANCMROO THRU-BOLT 01 �1i 11. 1N'DIA WEEP HOLES _ i,' GLOSS BLACK • to 12 120V-20 AMP PRIMARY ELECTRICAL.CONNECTIONS/TO BE MADE BY LICENSED 354)0.143 POPPY RED TRANSLUCENT NNYL I tr.116.. CONCRETE,MASONRY AND BRCKELECTRICAL CONTRACTORS •EM3E0 A MINIMUM OF 1• 0B•DIA LAG WSW SHIELD a WASHER 13.UL APPROVED ELECTRICAL SHUT OFF SWITCH Iin.ISIiLHll1O!. '•Z r lini..91ll v 14.TETRA POWER SUPPLY MOUNTED TO BOTTOM OF TRANSFORNER BOX r 0 NI.CURED HEAD LARGE DIAMETER IA INTERIOR RACEWAY AS NEEDED:4•c5T1x.0B3WHTABHTALUMNUM BREAKFORMED �� 2+ TILT-UP cxu-EMBEDAwNIMUMOF 7° TA/CON FASTENER INTERIOR TRANSFORMER BOX W REMOVABLE FACE/PAINTED - Ire;SIGN 15 W TENT O TOES INSTALLED NOTES BUILDING N ICCORSIOK2 WITH THE AEOUAEMdaS 'FOR ALLOTNERWALL CONSTTOINS NOT LISTED ONTHOAPPROVEO FASTENER SCHEDULE INSTALLER 19 TOOETERMIIA FASCIA OF MTWIE WO OF THE 1101010 FLICIRr, A 6Y0TABE METHOD OFATTACHMBIT FOR SIOWYJENA OBTAN AFPROVAL FROM JONES SON. -ALL VISIBLE SCREW HEADS a POP RIVETS PAINTED SECTION DETAIL COOE AeugR OTHER APP•Lr.ABLE LOCO& SCALE:NTS CODES TI*INu AL IAUI ALOES PROPER SF INSTALLER Is UNSURE OF AMEOO.INES SIGN Busy BECON,lUUED.MA NLAITA0NABNTMETH00s.0511001 Am1 BOOM OF THE SON MUST ADHERE 705005NES ON MEMO SITEFRBMPUION REDOMENOED INFASTEIERMNNFA0TURER 0V I OAT 10.I 41400140. CLIENT APPROVAL JOB R 000000-R1 , wRn Ne saltyasro.Row0L,Huw11E.01 11WIRRwa,o.JW TEP DATE Site# SHEET NUMBER JONESSIGN 00000000 ANDLORD APPROVAL / y JeeESalka jiZ.Q OZbi ) CITY,STATE ZIP w�j n WVVW.JONESSIGN.COM >D(X - . Oc F ✓ 3 w Jamie De Vro CJAPflaof�o CONCEPTUAL TISAlsaOM0oal,IrnlsA9lalArfa IRIOJn,r.6gn Cn.UrIINlnyn I -Im mpn.a0nwi6Tu{OACCIWIOIParvualInymllryJONESSN3N.abnSln IrArn1n„n.,nAs,naoMrNynanya4:,li nvla BrnittanhlnrulvtrS r zia,7sldlAe .,':,va.Jua,urnmlla::rinrgnn HnullnInlnnTnntSN IN,rl.:yn„Unylgn1Ry,r..ywry00,nrmll,Uny,0*,.=":. rn..vaBlrn a4NIV,M JONES SIGN.IsIori,Iddn,Try IoWm.1mn,y.a WI bddWry cOUP 0755Ed N.PUldawr Vloa05d.sly.JONES Y.N,MIPiWeaor 10 JossOOIna.d,cobra.BAwl.y TM5 WIMr xwn5VJ`AWU5,a,dµ,0ravyy vmclnlNCl,.sdU.m VanrnycanH.alWlty M ooAosnwlM.lsar01 SOU01UI*E NI Allvs Nv1 dn000IOI5ary1UUPNvd I.,,,;I tscaO:gAbI dPrOlw BnJ my005Iy Ls aulnr:DM6as Iwpvmcc 070.v ny001.IS'AI. 34NS FACE LIT CHANNEL LETTERS w/o STRIPES (Qty 1) AZICL34-205-5LINT SQUARE FOOTAGE:48.s AZICL34-205-5LEXT 1T•13W t ila4iZoiw ERONTVEW SCALE:1N•=1'.O I. AV' + • IA. I 'A `s • ri A � t) .:1% I: A .A R .I A ,.j A. ;I4,1.A_ AI A _ A A A. r i. I. A,iA ' - , AIL` A •I. ` ri •-' \ r , - I ED I AVPo R SCALE NTS MATERIAL LIST MATERIAL BREAKDOWN LED GENIEDW1 Modulo 12VP/S Module GEM0I12.WI 121 Mod AIR A 19.0 1 D 13.0 Power GEPS12609911 2U r 160 SuPPW 0 11.0 Supply VAN 9N19 125 Et2 21.0 1 `1)-N L,5 ,- arose me ttre 19216]ON A26 0 U.0 I I Connettor 1916UJW1 4111 N 14.1J (+) \\, I End OPP ISHII/IN1 116 I 160 SPECFICLTIONS 1.YIB•Till PIGMENTED PLEXIGLAS RED 2062 AUTOZONE LETTERS 2 TO BACK DL CAULK D/INSIDE OF LETTERS A D T TETRASTO BE REDLED ilatoArofte 3 5'PREflMSIED.040 BIACKAPNRE ALUMNUM RETURNS LETTER LOCKED A RIVETED TO BACK AND CAULKED/INSIDE OF LETTERS AND STRIPES t0 BE WHITE (1) 4 1'GLOSS BLACK TRIM FASTENED TO LETTERS MINIMUM AB SHEET METALZ GAP N BACK PANEL SCREWS PANTED I'".I SPACING SHALL NOT EXCEED W/NO FEWER THAN FOUR(4) TO ALLOW ACCESS TO SCREWS PER FACE !.3}-. ELECTRICAL WHIPS S.WHITEN/HITE ACM BACKS LETTER LOCKED A RIVETED TO RETURN AND CAULKED B WHITE ALUMINUM TAB W•VINYL APPLIED FEAST SUfB=ACE' .1$ WALL SYSTEMS 7 AUTOZONE REOUWED MOUNTING HARDWARE;TOGGLE BOLTSEIFS WALLS OR S SCALE NR APPROVED FASTENER ANSONRY LAOS-CM/MASONRY WALLS/INSTALLER TO PROVIDE HARDWARE ��k 38•THREADED ROD TIOaJ.BQT / WOOD,CONCRETE BLOCK OR eftx(REFER TO WALL SYSTEMS 4/APPROVED FASTENERS CHARD COLORBFN®NEB e�..-..._. - y nIM1Ta WASHER THREADED 1, B 1/FFLEXIBLE CONDUIT I GREEN FIELD 1 P_7 SWBJ91 Rlil/BLE WHITE TOGGLE ROp TMW.BOIT rI P.1N'DU WEEP MOLES METAL OR ENS T34*OGGLE ANCIKIR / 10.1I0V-20 AMP PRIMARY ELECTRICAL CONNECTORS/TO BE woe BY LICENSED P8 GLOSS BLACK ELECTPoCAL CONTRACTORS V-3 3M 3G0.143 POPPY RED TRANSLUCENT NNIL 1 A '� CONCRETE,NA90INYA9O CIRCA IL U.APPROVED ELECTRICAL SHUT OFF SWITCH I IIILU,L YG;mall -B WAiTWIY Ofr 28•DIA LAO d0A'9FtlELp aWA9FER i 12 TETRA POWER SUPPLY MOUNTED TO BOTTOM OF TRANSFORAER BOX r�'. :11% O F,14CU11((C�, \ / 6 TAP DARED HEAD LARGE OWETER 11 INTERIOR RACEWAY AS NEEDED:4'A511 e.083 WHTAYNT ALUMNUMBREAKFOR4ED 9 •;11. A• III TLT•V CMI•E11B®AYPIMIYOFY INTERIOR TRANSFORMER BOX W REMOVABLE FACE/PAINTED I"-7 �;7) 5RTE 3p;POSE TAPLON FABTEIER ! Ili MON IS N1EM,ED TORE 91S1AUX01 NOTES BUILDING 91 A000R0N92WTH THEpEGORe2EN9E TOR AIL OTHER WAICON01R0116 POI HMO ON INNN'PRO\Sf FA9T0101 SCHEDULE INSTALLER IS TODETENAIIE NOT VISIBLE SCREW READS a POP RIVETS PAINTED: FASCIA � �DET/BL GoF ORE T io OTHER awUCAe eLb:Tmc AMIABLE/IF/NCO CeATTApueITFOR NONAGE NO OWNS NCRwN ERON�Or1ED SIGN SCALE NTS Cox,MSeA1OES.D PRLpEA DRCeR0e1D IF N6TN1ER 0 UNSURE OF AAEi1A10.-0NEBSION N,J9TBE CONSULTED fp AS ATTACHMENT NETX0p6,INSTALLER M9)901109110 OPTNF SION MINT ANEW TO GUOEUNEO ON WENDOTF FREPARATICN INC MENDED 5YFASTENERMNIUFACNTIER Joe B 000000-RI AN ( ,ar 1 1 044P OM CLIENT APPROVAL DATE .9��NES SIGN nu N 20 N wrNUAlorawENw.NNrCNPeas,uTEFeaIOAgMrt6 Site# SHEET MALES �� ., - - JawE Solis LANDLORD APPROVAL GATE t /D!/COLO/J�� CITY,STATE LP WWVVJONESSIGN.COMOC X%X - - -„� 1 Janie De Voo APR'f20VED • ■ NPrr C„r,.rr.,_„_ CONCEPTUAL Thulr(..nngirrvL,uNHAtlplwlh:,vngn�/ierµAy,C+Nu.N1.hr Arxrlu,r..rrwllero erZ°:; 4i4 YCNWM4.1:urwrdb210VyJONErobn,rb0lWln;t:".4,n2v nr.. r.el oro40rrTglni,'S'etnlr.IAvl,'.7:1rrrnrlrryoof Io0ul4Mdn,w,4L-JnnrU%,",1::dnqu4rllnv4rnrinyr,rm9Nlh:',: nhr JONES SIGN I,6oUd,lrr,UYbw er,l rq Ihdrolurr d uP In OS%d 40Vwriaw yrt gu rbe x,gclnremlwH dlwm y .rrry�9gn rkv,c lr/mryetlrn cnN cgNr_rnwmrnlHunAe,vr.rrN vAr)nq rarrNat101y x1 fulerar nre,veW v onr14`Ahav u;xl NI wry errl dir.rrtinr yr Auurarxd I..r,INyrh eorr;gperi d{xgew onJ mx r,q W lwwvvlerek.ad ex Uwq rqa yrx or nxa�;t u:Yr D/F INTERNALLY LIT MONUMENT (Qty 1)AZ2FS48-96-24L • CABINET SQUARE FOOTAGE:32 APPROVED BASE SQUARE FOOTAGE: 4fl By Laura Beth Davis at 1:45 pm,Feb 03,2020 TOTAL SQUARE FOOTAGE: 80 • SS' I I R t.' idrtilffifrOZOAct' ti :L_ ; T i L I , , - L. r. r r _._ _37_3. r''� li. to 1. I. 1 / . ll1. 1 I 1 ' 1 , — ___ L _.— EBGNI IBEY( SIDE VIER /��� SCALE.3'B=1'-0' SCALE'.3'8"-1'-0' SPECIFICATIONS 1 FRAMED CABINET WI PRE-FINISHED BLKAVHT ALUMINUM SKIN a 1 1/2'PRE-FINISHED BLI(NAHT ALUMNUM RETAINERS 8 DIVIDER BAR COLORSIFNISHES 3 WHITE POLYCARBONATE FACES ;. PUSTOLEUM209I09 WHITE PRIMER 4.FIRST SURFACE APPUED Ad TRANSLUCENT VINYL GRAPIWCS" /DIGITALLY PRINTED TRANSLUCENT :;., SA 363071 BLACK OPAQUE VINYL VINYL APPLIED FIRST SURFACE /FIRST SURFACE APPLIED DIE CUT BLOCK OUT VINYL V.q 3M3635-2013 YrtiTE BLOCK OUT VINYL S INTERNALLY ILLUMNATED sW GE LEO STICKS A STEEL POLE SUPPORT/PORTION INSIDE CABINET PAINTED' /POLE SUPPORT 8 FOOTING — OP.1 PAIS MC SIZE TO BE DETERMINED PER ENGINEERING _ OP-2 PMS 1B7C 7.THIN BRICK VENEER BASE,FIREHOUSE TUMBLED BRICK•ENVIRONMENTAL STONEWORKS/BY OTHERS NIGHT WEN SCALE.NTS uv I WE I Of I OF SUM mW CLIENT APPROVAL DATE JOB a 231685-R4 ,.. Sde#6464 t�r=Er NJMBFR %.IDNES SIGN 1228 2018 LANDLORD APPROVAL DATE /,/�� JAnc2Salka • .+„A +a IawJOJ,u,oara want) CHARLOTTESVILLE,VA ln/0 WVVW.JONESSIGN.COM MNa8jarlduad A f✓ GC Sandy MalsANd CONCEPTUAL TWA Ia.Ilunnginal.tmlanswVMhuwng hyiyrn dgl,Ca,11,1e..4glmynnrann.a l,:nulrn,pician ad�lxAndwulg PLmnd1 71Wi/JONES SIGN.A,IIS e.Aavn,nanynm lultizt, vfQWAl1Hnn raenlnlr.IISPI lrnM,vnd nnI5MfMnhlmdlnanryWJlinl.Ak MMadraiyn n lhnaiy,leinn�rntt I::indnlynln;my•SSnNn,r.Imyan naua r.nn(wny,vna,nl1r Ml mglmxs WMm,nmivwnld JSASU ASH It IglAddwr W la s asI ny rIn a slat bIAIula b JM4 d dra Ru,dwv plan d dy sign JONES NOR n4IIMda an In cbs:dy nga;haolorn.adudaq PMS WJaaa.PSaaEyd'AM naagt plaralaaa uaadn.nolnrs dun a angag,:onpdWlay al ,Aop n0,unalt aM pon/a sad.MI Shut ald dhappad-n5 aro gu armed I. �IMITSaa.n/ann dpoj�u and br,al In Pa UWIIxd as Wbq r5oP ai,n or.provl u:Nr GENERAL NOTES: FOUNDATION NOTES: 1. Do Not Qom, Direct all Questions Concerning This Drawing to Elrod Engineering, LLC.(615-890-9405) 1. Concrete shall be Ready Mixed; Designed to develop a minimum compressive strength as stated in foundation 2. Do Nat Scale This Drawing. criteria below. Water is NOT to be added to concrete at 3. Draahics are not to be Reproduced From This Drawing. job site 4. Structural Steel Plate & Angle Shall Conform to ASTM A36 (Fy(Yield)= 38 ksi). 2. Reinforcingxcavat steel shall conform to with A615HAGrade 60 wed shall conforming to Free of loos 5. Steel Pipe Fabricated From Plate Shall Conform to ( ) ) 3. Excavation Is to be in compliance with OSHA regulations anal shall have o level bottom free loose sot, water ASTM A38 (Fy(YIELD) 36 tel min.). and debris. 6. Steel Pipe not Fabricated From Plate Shot Conform to ASTM A53 Type E" or "S". Grade "B" or 4. Where Extreme Frost Depth is below bottom of foundation, excavate to 6 inches below frost depth and increase Equivalent. (Fy(Yield). 35 ksi min.) Do Not Use M01 Reject Pipe. A53 Tyne "F' is NOT Permitted concrete quantity. 7. Structural Steel Tubing Shall Conform to ASTM Mil Grade "B' (Fy = 46 ksi). 5. Bearing Surfaces far foundations Would not be disturbed or left exposed during Inclement Weather Saturation of 8 Aluminum Structural Shapes Shall Conform to the Specifications from The Aluminum Association's the on-site sails can cause o toss of strength and increased asstb®ity. If construction occurs during Aluminum Design Manual 2015 for 6081-T6; inclement be weather, andbears placement of the foundation is not possible at lima exrnvated, a layer of lean concrete Square/Rectangular Tubs & Round Pipe(Fy.35ksi Unwelded) placed an the bearing surface for protection. Plate and Angle (Fy.35ksi Unwalded) 6. If rain Is expected within 24 hours of completing the concrete pour, the concrete must be covered. If All Structural elded)s1 S 0.375' Thiele, liken >0.375" Thick) temperatures are expected to drop below 40 degrees within the next 24 hours of completing the concrete pour, 9. For welding alctural Shapes Use (Welded alloy electrodes5ksl for ' Thick, k, like e Metal. then concrete Is to be covered and protected to prevent heat loss and freezing. 10. 'Legible" Mill Teat Certificates, Expressed in KSI" or "PSI", are Required on ell P .. All Pie to The base pafter re7. of eipe section ah In plll beace until cod AeeQuat, se Braced' to provent movement before, during, and Conform to ASTM A36 or ASTM A53 Type "E' or "S', Grade "B'. The Yield Stress Limits are in Place to 8. Reini rcing stete elo ur n leftd t. Wall be free from mud, oil or other nonmetallic coatings that decrease bond. Help Ensure the Sign Structure Performs to the Engineered Design. Used Pipe and Pipe for Which MITI 9. Maintain a minimum of 3" clear distance from face of concrete to all reinforcing steel, unless otherwise noted o will not Provide Certification will not be Allowed' drawing. 11. As Pipe Sections are not Perfectly Round, Careful Shop Fit-Up of the Splice Connections Shall be 10. The base pipe is to be protected with on additional Performed. Line-up Markings are to be Provided to Avoid Costly Labor and Crane Charges. 9sD concrete coating applied to pipe from h below top of 12. Pipe Shall be Considered Ovolted and Unacceptable if the Measured Outside Diameter at anyPoint concrete to 12" above tap of finished grade prior to pour. Approved brands of asphaltic coatings are Varies by More Than 2%of the Nominal Outside Diameter as Specified on the Design Docuents. Large Gardner Nonrcemend" and Henry Non-Fibered" asphaltic coating. Diameter Pipes Should be Braced to Help Prevent Distortion After Fabrication. 11, Bottom reinforcement to be supported we ggperetb block solids etno larger than design 13. Pipe with Dimpled Walls, Ovolled Pipe and Bent Connection Elements Shall not be Used. 12. Do not weld reinforcing steel. Reinforcement Wall be placed as detailed on the design drawings & "Tied' securely to prevent 14.Breach Openings of any Size in the Wall of any Pipe Sections are Strictly Prohibited. all not b during concrete pour, 15. All Metal not Specified as Aluminum Shall be Steel. 13. Concrete shall eat be placed on frozen ground. 16. Steel Welding to Conform to Recommendations as Published by The American Welding Society D1.1. t4• Do not cold Joint concrete. Foundation must be poured continuously until all concrete has been placed. Concrete 17. Aluminum Welding to Conform to Recommendations as Published by The American Welding Society 01.2. must tbee poured os o workable mixture with a $lump between 4"-6" All concrete mixing trucks must thoroughly 18. Workmen Who will Perform Welding Operations Shall be Certified for the Applicable Welding Procedure. completely mix the concrete prior to pouring. 19. For welding steel, Use F70 Series I ow Hydrogen Electrodes, 15. Pipe Is not required to be filled with concrete. 20.Fabricated Steel Shall be Cleaned of Mill Scale, 011, & Other Surface Contaminates Prior to Painting. 16. Additional woter is not to be added to concrete on site. Additional water decreases the strength of the concrete 21. All Steel, Pipe Sectlone(Esposed and Embedded), and Splice Connections Must be Primed, Painted and mixture. Concrete Would be rejected in lieu of changing concrete mixture on site. Allowed to Cure Prior to Shipping to Site. 17. Air Content - Exposure Class F2 & F3: 22.Alteration to any Fabricated Port of the Structure by Use of a Cutting Torch or any Other Means is AGGREGATE SIZE Xi" 77i Prohibited Without the Consent of the Engineer. AGGREGATE SIZE )'' = 6R 23.The Base Section of Pipe Shell be 'Plumb' Before Continuing with the Erection Procedure. AGGREGATE SIZE 1" = 6% 24.Any Holes Cut in Pipe for Handling Must be Completely Filled with Weld Material and Ground Smooth. 18. Vendor should work the top of the concrete to ensure all rock has been covered by cement and top of concrete 25.Cabinet Mounting Bolts to be ASTM F3125 Gr A325. Bolts. Nuts, Fiat & Lack Washers to be zinc Plated foundation is level. Top of concrete may be broom finished. nr Hat-Dia Galvanized with Threads Excluded From the Shear Plane. Vendor Shall use a Method For 19. Minimum compressive strength of concrete masonry at 28 days as defined In the AO 530/ASCE 8 Building Cade Tightening Bolts Such That Proper Pre-load is Obtained as Specified by The American Institute of Steel Requirements For Masonry Structures shall be fm = 1,500 psi. Construction & The Industrial Fasteners Institute. 20.Mortar Wail conform to the following type, as defined In the above referenced Building Code: Masonry In contact with earth:Type "M" mortar Exterior block walls and bearing walls:Type "M" or 'S" mortar. 21. Provide medium-weight ladder-style horizontal Joint reinforcement at 16" on center 22.Grout for filling concrete masonry cells shall conform to standard specifications for "Mortar and Grout For Reinforced Masonry", ASTM C-476, and shall hove a compressive prism strength (Fm) ® 3,000 pal at 28 days. The slump shall be between 9" and 11". Where the minimum dimension of any continuous vertical cell is 3'or less, use fine grout, otherwise use coarse (pea gravel)grout. 23.Mechanical Vibrators Shall be Used to Consolidate Concrete Around Support and/or Reinforcement. 24,Concrete must be allowed to cure for )4 days prior to installing remaining stages of structure or sign cabinet(s). s. {SU) E-\'' �-ti �•n,.l', i ERNEST ROBERTS ALLEY pi. 1 Lc.No,04020522Y9 1' c Dram DBP 4,.)i Checked ELROD gFNT. GENERAL NOTES Revisions theft No. " Esc,lab: 10arl681 ENGINEERING Jones Sign Company, Inc. ^ VVIi.wx or.ebd,ertepj 1711 ScheuringRd. AUtOZOne & f `'_ 11/18/2019 Created �IyhJ6/2019 Storm,rnrn� Westfield Rd. & Seminole Trail ` J Geared 11/Iti/T019 esasuaun Be Pere, WI 54115 Charlottesville, VA f POLE,FOOTING,AND MASONRY BASE PROVIDED AND INSTALLED C Sign Company to Uw Experienced Excawtion� BY THE GC Crew to perform Foundation Excavation. Cap Top of Pipe I Cap Topof Pipe 2-0 'I Where Required, Place Electrical p I (Conduit in Foundation Prior to POLE INSIDE CABINET NEEDS — — Concrete Pour. TO BE PAINTED PRIMER j WHITE GC TO COMPLETE, ����� �'I //� ' I 0.33T Wall --��,/`� �4.33 O.D. Pipe GC IS RESPONSIBLE FOR c ___ I I I OBTAINING THE PERMIT AND Sign Cabinet REQUIRED INSPECTIONS 4.50" 0.0. Pipe (Per Jones Sign Co.) rSlgn Cabinet FOR THE FOUNDATION AND O.J37" Wall (Per Jones Sign Co.) MASONRY FOR THE SIGN 11 1 I I -.j I I I .1 � �1 1 I I 1 1u � J - j/Reinforced 1 I 1 1 L- Reinforced GOa Calls I I ILL I_l i . o ( 1 1 1 1 •I 11 1 L' [ ' 1 ` . I I I • /5 Vertical Rebar I • 1 I 1 I I I I W/Dowels From I ► /5 Vertical Reber ( j ■ L I ' Footing to Match W/Dowde From o I I [ 1 I I 1 ► Footing to Match _I ` 1 LI I-► I tr I I 0 o I 1 1 . I I 1. . 1 I 1 F , 1 r I ( I I ` I 1 ' I I a If. I I :Le—Overlap 18" 1 1 iv-Overlap 18" C I ' I , I I I I I 1 I "� 1 ]] 1 I I I I.., 1 I ■- 11 I I j I I I•. II I g • 1 1 I • ( ///---Finished Grade 1 I, I I_ i i I [ I I I ( / II �Finlehed Grade III II •• :• I •'• .. ,. • . • I---II 1 III. II l UC: I g'-ty' 1\-8- #5 Rabat Pipe To Be Held / 8-I M5 Rebar Pipe To Be Held2-8" Long 8" Off Excavation___ 3'-0" I 8•-6" Long 6" Off Excavation Top h Bottom Mat II Top & Bottom Mat STRUCTURE ELEVATION STRUCTURE PROFILE SCALE: XI' - I'-0" SCALE: Ye" 1'-0" DESIGN CRITERIA '", 0•,. 1 �I�l,L11! Building Code: IBC 2012/ASCE 7-10 L 1 Analysis: (RFD-AISC 14th FOUNDATION DESIGN CRITERIA is Q ,', Chapter 18: Section 1609 3.1 Cji,_ "L't Ultimate Wind Speed Vim = 110 mph Thls concrete foundation has been designed in accordance with ACI 318-11 UC ,\j Nominal Wind Speed V..e = 85.21 mph Allowable sail bearing pressure = 2,000 psi. Concrete Shall Develop a Minimum Risk Category: I V« = Vwv0.6 Compressive Strength of 2500pel In 28 Ooys 1E .r ERNEST ROBERTS ALLEY JR Expoaure:gCY Verify Site Conditions Prior to Construction Ut.No.04920522n Drown get Q-r Checked ELROD r 10'-0" OAH MONUMENT Revisions sleet we i'I., •!(/' EAC AN lane? ENGINEERING ones Sign Company, Inc. I _A Rename 00x36117.dlg I+IsnrOWlart,Iola I11 11 Scheuring Rd. AutoZOne#6464 1 I��f8�2�hJ Created II 8 19 Sam&TNI"41 Westfield Rd. do Seminole Trail /I f20 Iee�}nII Pere, WI 54115 Charlottesville, VA Cabinet frame 11111111* per Jonas Sign Cabinet frame Mr IIIMIIIIIMMIIIIIIMMMIIIIIIIIIIIIIM per Janes Sign L 2•x1':�(; I. (Tyepkaj7 Bette � I We A307 Bats /,Steal Any— Cape Leg at Angie if (Typical) dr Wald Ail Around iillralp 4 ..,,,..,-:,,.,,,„),..„.„,71 ii, i. I1 i rah._ . i „. I LW AI SECTION O SECTION O SCALE: tYu' = 1'-0' SCALE: ih" = t'-0" I B-0• Brick Veneer 8" CMU 4.50"e Pipe 0.337' Wall _ 00 10001100011000110001 00 000 000 I000I 000 000 000 O Grout FNI All „X.—Reinforced O Calls j � J II o _1000 0001000110001000110001100011000110 a 01 000 000 000 SECTION O MS Vertical Reber s,,,.. y.-,`; SCALE; 1' - i_p• Footing forom Match !r f ERNEST it()iiFM AS.liY JE 1 Lic.No.0402052279 `:• s-•>' Drown ELR DETAILS Revijion9 Shed Na ; Checked J ,ate, ENGINEERING Jones Sign Company, Inc. ^ n' '1 Rename i0ac1697Arp „1ei�saalor.tis.,l n 1711 Scheuring Rd. AUtOZOne#6464 `-3 II/18/2019 Created n 8_ t9 Sores,�'r� Westfield Rd. & Seminole Troll J /I/18 ea .inu De Pere, WI 54115 Charlottesville. VA 34L.S OUST, FACE LIT CHANNEL LETTERS w/ STRIPES (Qty 1) AZ1CL34-371-5LINT APPROVED SQUARE FOOTAGE:87.5 AZ1CL34-371-5LEXT By Laura Beth Davis at 1:45 pm,Feb 03,2020 • f ,7.,3R 11/1 , J'I//iilui'oz'o,w FRONT SCALE VC.IA' MATERIAL BREAKDOWN GQ/WO-W1 Mo&,W SI 7.6 •� irr'rrrAi ;��1 •$ li�.�"^" sl zn I r r r I I r A r • T/ 7 I ` P• �I�) J�.\ i.' 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Jenee Sake 1 MMa RI MAMA NMlc,w LANDLORD APPROVAL DATEif /'1 WWW.JONESSIGN.COW Mke&0I$Vmd 11� 1 Q!'J CHARLOTTESVILLE,VA 2 ac Sandy Mansfield a 0 CONCEPTUAL Dlmu:m,nngoul,,mle,l,l,:Hrd rLa.g Hy JrwIr.agHCn.,lrv.un1n yn,n/r enrolirn inn Nr:een vne+,yrelneUInug yfarviM In ynN HyJONE.iS4:N ais ova NIv rNmn,in;,nyn+n rw�buM nl ynur nryn�,yy,nN rv+r kern Ir irrvl rrluM+rrrl rn1sMnr nbnlvNHnr:uryU-l+n,lJ:vi nrfW::rlrgu nr rSn S,rnaelnr+uviRNHua Hn _ JOKES SIL:N,.I,rdd,I.,r,LyI,ea,.1,.m..CMlk,eylweol uEln25%nl,d.epuri,Rw pNa ec sip,JOKES 51G,r,aj..aw lo,,=,:„RJ,colu,e.dudl,N WJS WIwraslcoI,ed We,:o,o, a,maw am,2n,.U;I,asd,Nrl,lwr5HNWron,NDNItl,ry„I1IT*.nn,nenotsand!MllesuYF1/9NMlarOl db,v.n..us M,AUNrarad in.IynAcdal 'n l'oIaand S-e�nn,v,N,yry,we+nlelM 'al Vola.+erd ,aLNla vafars4wd a,tl wpr wmmU,nrr�,.a,,,r�n y 34 ' Fu CkiSTOM FACE LIT CHANNEL LETTERS w/o STRIPES/ (Qty 1) Az1CL34-205-5LINT APPROVED SQUARE FOOTAGE:48.5 AZ1CL34-205-5LEXT By Laura Beth Davis at 1:45 pm,Feb 03,2020 • 1T•13W Raid' oi►e NEMO SCALE:IN'.1-0* ,L.:'I.,oI .t.. 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I1VP/5 Module 6EN161IFWI 121 Mod 61 R A 14.0 1 U 130 POwAY GEP5I3.6011N4 1 EA r 100 Supply 0 M.4 SNp1F WIT MI I35R 2 31.0 1 s 3� j S.I (Bi Orooa One rlm 142163034 14.0 4I F4 0 own,co0, 19160A141 Qb N 14.0 BPECIFMJ1170N8 (4) N I End by 1916UAH1 36 Es I 160 1.3/16'THK WHITE PLEXIGLAS W DIGITALLY PRINTED TRANSLUCENT VINYL APPLIED FIRST SURFACE: AUTOZONE LETTERS 2.AUTOZONE LETTERS INTERNALLY ILLUMINATED W GE TETRA LED 15'PFffflNISHED.060 BLACK/WHRE ALUMNUM RETURNS LETTER LOCKED A RIVETED TO BACK MIDACAULKED/INSIDE ED LETTERS ANDSTRIPESH X EED Ar��0 2 4 1'GLOSS BLACK JEWEUTE TRIM FASTENED TO LETTERS A STAPES W MNBAUM NO SHEET METAL SCREWS PANTED. •I SPACING SHALL NOT EXCEED 16'I NO FEWER THAN FOUR(4)SCREWS PER FACE (1) T OAP N BACK PANEL 5 WHITEAYHITE ACM BACKS LETTER LOCKED 6 RIVETED TO RETURN AND CAULKED TO ALLOW ACCESS TO IL WHITE ALUANUM TAB W 0DIGITALLY PRINTED VINYL APPLIED FIRST SURFACE ELECTRICAL PROPS 7.AUTOZONE REQUIRED MOUNTING HARDWARE:TOGGLE BOLTS•EIFS WALLS OR - MASONRY LAGS-CMUARASONRY WALLS/INSTALLER TO PROVIDE HARDWARE ;12 NIGHT VIEW (REFER TO WALL SYSTEMS W APPROVED FASTENERS CHART) (5 1Q, SCALE NTS WALL SYSTEMS APPROVED FASTENERNI fl 12'FLEXIBLE CONDUIT/GREEN FIELD t" wooD,CONCRETE BLOCK OR ENS 71THREAOEO R00 r1RA48Olr S.iH'DIA WEEP HOLES COLORSFNISNES r r *Nat&WASHER 1fl 120V•20 AMP PRIMARY ELECTRICAL CONNECTIONS/TO BE MADE BY LICENSED ELECTRICAL CONTRACTORS SI_OCX RELIABLE WHITEIn METAL OR EIFB 3A•THREADED ROO DIR1ABOLTM 11.UL APPROVED ELECTRICAL SHUT OFF SWITCH -"' GLOSS SLAG( I TOGOIE ANCHOR 12 TETRA POWER SUPPLY MOUNTED TO BOTTOM OFTRANSFOPAER BOX ® I'.'PM5187C ,r, 1•Is_I CONCRETE,EEEMMASONRY AL081ECN 11 INTER10R RACEWAY AB NEEDED:4'z5Tlx 083 WHTMIHTALUMNUMBREAKFORMEO nfftct�,VI ,4A •FiA6ED AErSNUM�3. SW DU LAO WU'SHELD a WASHER INTERIOR TRANSFORMER BOX W REMOVABLE FACE I PAINTED I' 1'--i` 11; ©I A+� 'cif 6 NOTES �// 1z. IE,h tl TAT•IP CND•BASED A maw Ofr 3B'pARW HEAD LARGE DIAMETER ��l % �._71 fll(•,ED TLYDI TAPCON FASTENER •ALL VISIBLE SCREW HEADS 6 POP RIVETS PAINTED THIS SIGH Is INFUSED i0 W INSTALLED BUILDING- N ACCOADAHDEwTH MEfEOURENENt9 TOR AU.OTHER WaalCONd0ON0 NOT LOIEDON MIS SCHEDULE INSTALLS IS TO DETERMINE FASCIA Dr NIrP(E 0,a Melumya,acr 1N0 ASUtNBRE AtErHDO OFAR M3 WAKE FOR E WI0STOMNPROVAL FROM MR SON. SEDIDALDETALL CODE ANOA3R OMER APRUCSA1E LOCAL CO SCALE MS DES r1ES N000E6 musERGPOIXNYG IF MSWALLERI6 UNSURE OFALIEMOD„SAES SON MIMEC0116ULtD FORNLATTACH6@11 PAMPAINSTALLER ANDBONOWO OF THE SIGN MISTAONERE TO OUOELNES ON MEMO SNERw&NU,igNRECOMAENDED BY FASTENER WNUFAOTURER lift, I DATE I I ESAwnnwl DATE JOB R 231685-R4 CLIENT APPROVALLSHEER NJMBER a6�ONE5 SIGN +z2fl2M6 Site86464 UNOLORD APPROVAL,.. -.r. Jena Sods I MnM n MINDwPe MUNICc DAZE j�', /N�� /� _ WWW.JONESSIGN.COM MKAMBaIMRd +!F Ij/Ls/f/, QZQ//J CHARLOTTESVILLE,VA Sandy MnslkW ■ _ CONCEPTUAL JTOluSn,GNngiarulIUb aUYlNNrwMaN4,4M4Jen1neCun.,doPAG IinnS 11Npe.n,s1lN,r,n N in:,y„:64n Sr aSIxlNlmVMgL HobniIIVNNuS4E - ,blrblby g -Nw\,,.n Urz nVMis.bi e,note g„(r40g;,.yra,Un,nsn M.,st,ltiwtriq lc,anniR.aM5 15MYMfl nIrr;NEnAMtrd4WMmyry.lL,I6m5 U.Um MMrddrz.N, l 4oInvnomddN Nnr Mn' , J HmnHAM,M,n rn ,ntr the mprraa wwlenperna.m.n!rn,....s co,..0..ol Pr ednenptIo65.4,..Nd os LMp bast SIM o,n...1 watt GENERAL NOTES: FOUNDATION NOTES: 1. Do Not Guess. Direct all Questions Concerning This Drawing to Elrod Engineering, LLC.(615-890-9405) 1. Concrete shall be Ready Mixed; Designed to develop a minimum compressive strength as stated in foundation 2. Do Not Scale This Drawing. criteria below. Water is NOT to be added to concrete at job site. 3. Graphics are not to be Reproduced From This Drawing. 2. Reinforcing steel shall conform to ASTM A615 Grade 60 w/Deformations conforming to ASTM A-305. 4. Structural Steel Plate & Angle Shall Conform to ASTM A36 (Fy (Yield)= 36 ksi). 3. Excavation is to be in compliance with OSHA regulations and shall have a level bottom free of loose soil, water 5. Steel Pipe Fabricated From Plate Shall Conform to ASTM A36 (Fy (YIELD)= 36 ksi min.). and debris. 6. Steel Pipe not Fabricated From Plate Shall Conform to ASTM A53 Type "E" or "S". Grade "B" or 4. Where Extreme Frost Depth is below bottom of foundation, excavate to 6 inches below frost depth and increase Equivalent. (Fy (Yield)= 35 ksi min.) Do Not Use Mill Reject Pipe. A53 Type "F" is NOT Permitted. concrete quantity. 7. Structural Steel Tubing Shall Conform to ASTM A500 Grade "B" (Fy = 46 ksi). 5. Bearing Surfaces for foundations should not be disturbed or left exposed during Inclement Weather; Saturation of the on-site soils can cause a loss of strength and increased compressibility. If construction occurs during 8. Aluminum Structural Shapes Shall Conform to the Specifications from The Aluminum Association's inclement weather, and placement of the foundation is not possible at time excavated, a layer of lean concrete Aluminum Design Manual 2015 for 6061-T6; should be placed on the bearing surface for protection. Square/Rectangular Tube & Round Pipe (Fy:35ksi Unwelded) 6. If rain is expected within 24 hours of completing the concrete pour, the concrete must be covered. If Plate and Angle (Fy.35ksi Unwelded) temperatures are expected to drop below 40 degrees within the next 24 hours of completing the concrete pour, All Structural Shapes (Welded Fy..l5ksi < 0.375" Thick, 11ksi > 0.375" Thick) then concrete is to be covered and protected to prevent heat loss and freezing. 9. For welding aluminum, Use 5356 alloy electrodes for 6061 Base Metal. 7. The base of pipe section shall be "Plumb" and "Adequately Braced" to prevent movement before, during, and 10. "Legible" Mill Test Certificates, Expressed in "KSI" or "PSI", are Required on all Pipe. All Pipe to after concrete pour and left in place until concrete has set. Conform to ASTM A36 or ASTM A53 Type "E" or "S", Grade "B". The Yield Stress Limits are in Place to 8. Reinforcing steel shall be free from mud, oil or other nonmetallic coatings that decrease bond. Help Ensure the Sign Structure Performs to the Engineered Design. Used Pipe and Pipe for Which Mill 9. Maintain a minimum of 3" clear distance from face of concrete to all reinforcing steel, unless otherwise noted on will not Provide Certification will not be Allowed! drawing. 11. As Pipe Sections are not Perfectly Round, Careful Shop Fit-Up of the Splice Connections Shall be 10. The base pipe is to be protected with an additional asphaltic coating applied to pipe from 6" below top of Performed. Line-up Markings are to be Provided to Avoid Costly Labor and Crane Charges. concrete to 12" above top of finished grade prior to concrete pour. Approved brands of asphaltic coatings are 12. Pipe Shall be Considered Ovalled and Unacceptable if the Measured Outside Diameter at any Point "Gardner Non-Fibered" and "Henry Non-Fibered" asphaltic coating. Varies by More Than 2% of the Nominal Outside Diameter as Specified on the Design Documents. Large 11. Bottom reinforcement to be supported w/ concrete block solids no larger than 4"x4". Diameter Pipes Should be Braced to Help Prevent Distortion After Fabrication. 12. Do not weld reinforcing steel. Reinforcement shall be placed as detailed on the design drawings & "Tied" securely 13. Pipe with Dimpled Walls, Ovalled Pipe and Bent Connection Elements Shall not be Used. to prevent movement during concrete pour. 14. Breach Openings of any Size in the Wall of any Pipe Sections are Strictly Prohibited. 15. All Metal not Specified as Aluminum Shall be Steel. 13. Concrete shall not be placed on frozen ground. 16. Steel Welding to Conform to Recommendations as Published by The American Welding Society D1.1. 14. Do not cold joint concrete. Foundation must be poured continuously until all concrete has been placed. Concrete 17. Aluminum Welding to Conform to Recommendations as Published by The American Welding Society D1.2. must be poured as a workable mixture with a Slump between 4"-6". All concrete mixing trucks must thoroughly 18. Workmen Who will Perform Welding Operations Shall be Certified for the Applicable Welding Procedure. and completely mix the concrete prior to pouring. 19. For welding steel, Use E70 Series Low Hydrogen Electrodes. 15. Pipe is not required to be filled with concrete. 20. Fabricated Steel Shall be Cleaned of Mill Scale, Oil, & Other Surface Contaminates Prior to Painting. 16. Additional water is not to be added to concrete on site. Additional water decreases the strength of the concrete 21. All Steel, Pipe Sections(Exposed and Embedded), and Splice Connections Must be Primed, Painted and mixture. Concrete should be rejected in lieu of changing concrete mixture on site. in to Site. 17. Air Content - Exposure Class F2 & F3: Allowed to Cure Prior to Shipping g 22. Alteration to any Fabricated Part of the Structure by Use of a Cutting Torch or any Other Means is AGGREGATE SIZE ) " = 7%AGGREGATE SIZE �'a�� = 6% Prohibited Without the Consent of the Engineer. 23. The Base Section of Pipe Shall be "Plumb" Before Continuing with the Erection Procedure. AGGREGATE SIZE 1" = 6% 24. Any Holes Cut in Pipe for Handling Must be Completely Filled with Weld Material and Ground Smooth. 18. Vendor should work the top of the concrete to ensure all rock has been covered by cement and top of concrete 25. Cabinet Mounting Bolts to be ASTM F3125 Gr A325. Bolts, Nuts, Flat & Lock Washers to be Zinc Plated foundation is level. Top of concrete may be broom finished. or Hot-Dip Galvanized with Threads Excluded From the Shear Plane. Vendor Shall use a Method For 19. Minimum compressive strength of concrete masonry at 28 days as defined in the ACI 530/ASCE 6 Building Code Tightening Bolts Such That Proper Pre-load is Obtained as Specified by The American Institute of Steel Requirements For Masonry Structures shall be f'm = 1,500 psi. Construction & The Industrial Fasteners Institute. 20. Mortar shall conform to the following types as defined in the above referenced Building Code: Masonry in contact with earth:Type "M" mortar Exterior block walls and bearing walls:Type "M" or "S" mortar. 21. Provide medium-weight ladder-style horizontal joint reinforcement at 16" on center 22. Grout for filling concrete masonry cells shall conform to standard specifications for "Mortar and Grout For Reinforced Masonry", ASTM C-476, and shall have a compressive prism strength (Fm) = 3,000 psi at 28 days. The slump shall be between 9" and 11". Where the minimum dimension of any continuous vertical cell is 3" or less, use fine grout, otherwise use coarse (pea gravel) grout. 23. Mechanical Vibrators Shall be Used to Consolidate Concrete Around Support and/or Reinforcement. 24. Concrete must be allowed to cure for 14 days prior to installing remaining stages of structure or sign cabinet(s). O�<qi E ALB OF J'I ERNEST ROBERTS ALLEY JR. Lic.No.0402052279 Drawn DBP CLIENT: Revisions Sheet No. �� ``4 Checked *AL ELROD GENERAL NOTES I . °`(E 7-: ENGINEERING Jones Sign Company, Inc. - S- I s G EAC Job 100z3687AutoZone #6464 �;S1ONAL��,tr` Filename 100x3687.dw 871 Seven Oaks Blvd.,Suite 220 1711 Scheuring Rd. ' = �'`"' 9 Smyrna,TN37167 Westfield Rd. Sc Seminole Trail ////8/20I9 Created 11/18/2019 800-553-5111 I De Pere, WI 54115 Charlottesville, VA POLE, FOOTING, AND MASONRY Sign Company to Use Experienced Excavation BASE PROVIDED AND INSTALLED Crew to Perform Foundation Excavation. BY THE GC 8'-0" 2 —0 Where Required, Place Electrical Cap Top of Pipe 1 Cap Top of Pipe 1 Conduit in Foundation Prior to POLE INSIDE CABINET NEEDS A 14 \„ I Concrete Pour. TO BE PAINTED PRIMER Tly ON 1 iWHITE. GC TO COMPLETE. 1 / _ 4.50" O.D. Pipe �� ��� 0.337" Wall LLL///LLLJ// o II o GC IS RESPONSIBLE FOR 1 I I I Sign Cabinet OBTAINING THE PERMIT AND Sign Cabinet REQUIRED INSPECTIONS 4.50" O.D. Pipe (Per Jones Sign Co.) (Per Jones Sign Co.) FOR THE FOUNDATION AND �0.337" wall MASONRY FOR THE SIGN N—B 3 I, - 1 ` 0 1 1 fi 1 ° 1 1 11. �1. 1 0 a a s a l a s a s E a• J �. i Grout Fill All r Grout Fill All o1 71111 01 I0 0 ' I� ��Reinforced Cells o1 i f I Reinforced Cells o � � I I 1,,, 1 11� o 0 -1 r` 1 1 1 ii Iwu 1 . .0 1 A.U � I 0 lr 1i • a a a ill a a a alp #5 Vertical Rebar 0 I , 0 #5 Vertical Rebar p '� I I 0 I 10 I 01 : 0 0 W/Dowels From 0 - V W/Dowels From t I P • Footing to Match Footing to Match Q ' 1 1 1 '1' 1 1 1 0 0 I I � f Q 0 0 0 0 A I 0, 10 L, a a a la; a a ., o in �1I c 0 0 1 10 0 i I 0 1 0 ` 0 6 Overlap 18" 0 i. 0 Overlap 18" 1 1 1 1 �1� 1 1 1 1 If a, b a 0 a 0 1a a 0 a 0 a .� 0 [ 1 ~ roill. . 1310 , „� II 1 lb � �_. .•,, 00p.' 601 ® Finished Grade hl Finished Grade U 1 1 ?0I 1 1 1 `� N 0 � � a a - - a 1a1 a � : a a a 0 �� J ,. • ° • 11 ; . . l ► 1 a ° II ° I • ° 1 �l ° o_ ° °I I - I ' I I N I I I 11 N I ° , 1 I 11 I— 9'-0� 8— #5 Rebar Pipe To Be Held 8— #5 Rebar 2'-6" Long 6" Off Excavation 3'-0" 8''—6' Long Pipe To Be Held Top & Bottom Mat Top & Bottom Mat 6" Off Excavation STRUCTURE ELEVATION STRUCTURE PROFILE SCALE: Y2" = 1'-0" SCALE: YZ" = 1'-0" �F� DESIGN CRITERIA „-0,-, Building Code: IBC 2012/ASCE 7-10�` f�c�2 Analysis: LRFD—AISC 14th FOUNDATION DESIGN CRITERIA Chapter 16: Section 1609.3.1= 1 This concrete foundation has been designed in accordance with ACI 318-11 U � ' � � Ultimate Wind Speed Veit = 110 mph ill- ERNEST ROBERTS ALLEY JR Nominal Wind Speed Vasa = 85.21 mph Allowable soil bearing pressure = 2,000 psf. Concrete Shall Develop a Minimum Compressive Strength of 2500psi in 28 Days. Lic.No.0402052279 Risk Category: I Va.d = V.itv0.6 Verify Site Conditions Prior to Construction Exposure: C '0 Drawn DBP CLIENT: Revisions Sheet No., o.� ti< Checked vim_ EuE:L...FR : ED 10 -0 OAH MONUMENT '('ss,,� i t � 1 r # ENGINEERING Jones Sign Company, Inc. S-2 G EAC Job 100z3687 AutoZone #6464 --., 871 Seven Oaks Blvd.,Suite 220 1711 Scheuring Rd. Filename 100x3687.dwg Smyrna 1N37167 Westfield Rd. (Sc Seminole Trail 1I/18/2019 Created 11/18/2019 800-553-5111 De Pere, WI 54115 Charlottesville, VA Cabinet frame Cabinet frame per Jones Sign per Jones Sign r I VO A307 Bolts L 2"x2"xs" _pi! Y2"O A307 Bolts � /'(Typical) W rSteel Angle ; ; (Typical) L 2" Cope Leg of Angle Steell Anglexis" & Weld All Around Qi IIQI iQ;i 0 0 toc ] 4-0. Itimc . I no Ne// I / 11 1 I 11 � COO OP: is V <YP is V TYP 7 7 h —1.4* SECTION A SECTION B SCALE: 1 = 1'-0" SCALE: 1)C = 1'-0" 8'-0" Brick Veneer 8" CMU 4.50"0 Pipe 0.337" Wall O 000 000 000 000 00 000 000 000 000 000 000 O Grout Fill All O Reinforced Cells O I O 0 ' . 1 0 __ram_ II .__,-,__ O 00 000 000 000 000 000 000 O O O I O o 0 000 000 000 SECTION C. #5 Vertical Rebar SCALE: 1" = 1'-0" W/Dowel from Footing to Match , t,ALTH U : 0i - Th CI- ERNEST ROBERTS ALLEY JR. _ Lic.No.0402052279 ELROD CLIENT: DETAILS Revisions Sheet No. Drawn DBP 'z,A Checked Mt ,,�'O� <4� EAC Job# 100z3687 ENGINEERING Jones Sign Company, Inc. AutoZone #6464 S 3 Filename 100x3687.dwg in Seven 1711 Scheuring Rd. Westfield Rd. & Seminole Trail II/18/2019 Created 11/18/2019 800 53-511137167 De Pere, WI 54115 Charlottesville, VA ELROD t ENGINEERING 871 Sevens Oaks Blvd,Suite 220 Smyrna,TN 37167 800-553-5111 -f Client: Jones Sign Co. Design Code: IBC 2012/ASCE 7-10 Project#: 100x3687 Wind Speed: 110mDh J Date: 11/18/2019 Risk Categ: I Facility Ref: AutoZone#6464 Exposure: C Address: Westfiled Rd.&Seminole Trail Wind load: 30.1 PSF Charlottesville,VA Monument or Pylon' M 'M'or'P' Sign Type: 10.-0"Monument Spread or Drilled- S 'S'or'D' Area(sf) %of Load Load(psf) Shape factor Shear(k) Centroid(ft) Moment(k-ft) Moment(k-ft) (Drilled) 80.00 100% 30.1 1 2.408 5.000 13.244 0.000 0.00 100% 30.1 1 0.000 0.000 0.000 0.000 0.00 100% 30.1 1 0.000 0.000 0.000 0.000 0.00 100% 30.1 1 0.000 0.000 0.000 0.000 0.00 100% 30.1 1 0.000 0.000 0.000 0.000 0.00 100% 30.1 1 0.000 0.000 0.000 0.000 0.00 100% 30.1 1 0.000 0.000 0.000 0.000 base'x- 2.41 baseMx= 13.24 0.00 wt.(Ibs/ft.)= 15.00 Z= 5.50 d= 4.50 Fy= 35 Fy=35(Pipe)or 36(PL Rnd)or 42(HSS Rnd)or 45(A252 gr3) nominal t= 0.337 m= 0.9 design t= 0.313 Mn= 16.1 Load Factor(LF)= 1 di= 3.87318 (DM„= 14.45 M,=LF(M.)= 13.24 < 14.45 Z= 5.50 4.50 " OD Pipe 0.337 " Wall 91.7% OK A= 4.12 S= 4.04 Limiting D/t Ratio= 372.86 D/t= 14.4 OK. AISC Specification F8 Is Applicable Compact Section D/t Limit:0.07*E/Fy= 58.0 Is Section Compact? Yes.Yielding Controls(F8-1) Non-Compact Section D/t Limit:0.31*E/Fy= 256.9 Is Section Non-Compact? Yes.Use Lesser of(F8-1)AND(F8-2) Wall Is Not Slender Yielding Check (F8-1) M =FyZ= 16.1 (Governing Equation) Local Buckling Check Non-Compact Sections (F8-2)M„=((0.021E/(D/t)+Fy)S= 26.0 p�� ,ALTt-1 OF I Slender Walled Sections V4) (F8-3)M°=(0.33E/(D/t))S= 224.2 0�� \�,` If Compact=(F8-1) OR If Non-Compact=(F8-2) OR If Slender=(F8-3) 16.1 E 7' ERNEST ROBERTS ALLEY JR. Overall Result: Mn = 16.1 Lic.No.0402052279 ion ‘.Its tl`l 4,4' t FSS2ONA1 �G Skterr (i- C6 I C z- ' Analysis of Footing Subjected To Wina-inauced Overturning ELROD Allowable Stress for Stability Analysis(Oveturning)and Soil Interaction ENGINEERING 071 Sevens Oaks Blvd,Suite 2211 Smyrm,1N 37167 8 00.553-5 l l l Client Jones Sign Co. 11/18/2019 Project 100x3687 Description AutoZone#6464 Address Westfiled Rd. &Seminole Trail City,ST Charlottesville,VA ASCE 7- 10 (Enter"05"or"10") Length of Footing= L= 3 ft(Direction of Overturning) Width of Footing= B= 9 ft Thickness of Footing= D= 2 ft (If Any) Depth of Soil Cover= 0 ft (If Embedded) Diameter of Pole= 0.38 ft Dead Weight of Structure= 7.21 k Wind-Induced Shear=V= 2.41 k Wind-Induced Moment= M = 13.24 k-ft Dead Weight of Concrete= 8.07 k Dead Weight of Soil = 0.00 k Total Dead Weight= 15.27 k Factored Total Overturning Moment= Mo= 10.8 k-ft Factored Resisting Moment= 13.7 k-ft Overturning Check= 1.27 OK >1.0 Load Combination Used for Stability Analysis= ASCE 7-10 Load Combination: 0.6D+0.6W (An Overturning Check of 1.0 corresponds to a Safety Factor of 1.0 using 60%of the Dead Load under Service-Level Wind Loading) Eccentricity=e= 0.71 ft Kern = 0.50 ft Resultant Lies Outside the Middle 1/3 (If Within Middle 1/3)q,,,,,= 1.37 ksf Was Geotechnical Report Provided? (Y/N) N (If Outside Middle 1/3)qm,„= 1.43 ksf Assumed Allowable Safe Soil Bearing Pressure= 2.00 ksf Pressure Contact Length on Soil=3m= 2.37 ft Design Safe Soil Bearing Pressure= 2.00 ksf Calculated Maximum Soil Bearing Pressure= max= 1.43 ksf Soil Bearing Pressure Check= 0.72 OK < 1.0 (A Soil Bearing Pressure Check of 1.0 corresponds to the Calculated Maximum Soil Bearing Pressure equal to the Design Safe Soil Bearing Pressure) Load Combination Used to Calculate Soil Bearing Pressure= ASCE 7-10 Load Combination: 1.0D+0.6W Spread Footing Page 2 of 3 C3 ' Reinforcement Requirements for Footing(ACI 318-11) ELROD (Strength Design-LRFD) ENGINEERING K'I ikv,nv Oaks Blvd,Suet 721) Smyrna,IN 37167 Client Jones Sign Co. 800-5s3-51 I) Project 100x3687 11/18/2019 Description AutoZone#6464 Address Westfiled Rd. &Seminole Trail City,ST Charlottesville,VA ASCE 7- 10 Load Combination: 1.2D+ 1.0W Reinforcement Material Yield Stress=fy= 60 ksi Concrete Compressive Strength=f'c= 2.50 ksi Reinforcement Chair Height=Ch= 3.00 in Length of Footing=L= 3 ft Direction of Overturning Width of Footing= B= 9 ft Thickness of Footing= D= 2 ft Pressure Contact Length on Soil=3m= 1.544 ft Factored Wind-Induced Shear=V= 2.41 k Factored Total Overturning Moment= Mo= 18.1 k-ft (If Within Middle 1/3)q, ,= 2.017 ksf Factored Total Dead Weight= 18.33 k (If Within Middle 1/3)qn,,n= -0.659 ksf Eccentricity=e= 0.99 ft (If Outside Middle 1/3)qm,x= 2.638 ksf Kern= 0.50 ft qm;d= 0.075 ksf Resultant Lies Outside the Middle 1/3 M (unif)= 0.761 k-ft Factored Mid-Line Moment(Entire Footing)=Mu= 18.1 k-ft Mn(taper)= 17 300 k-ft Distance From Top to Reinforcement Centroid =d= 19.50 in Case 1) Reinf Req'd For Flexural Strength (1 Layer)=A5,flex= 0.21 in2 a=ckfY2/1.7f cb= 7,059 Case 1)Total Reinforcement(2 Layers)=2A5,flex= 0.41 in2 b=(-1WOd= -1,053,000 Case 2a) Min Reinf For Flexure=(3(f'c)(1 5/fy)bd=A5,min(a)= 5.27 in2 c=My= 216,723 Case 2b) Min Reinf For Flexure=200bd/fy=A,min(b)= 7.02 in2 —b±Jb2 4ac As,Flex- - 2a Case 2c)Alt Min Reinf For Flexure=4/3(As,flex)=As,min(c)= 0.27 in2 Governs Case 2)Only Case 2) Result=As,min= 0.27 in2 Larger of 2a)or 2b)= 7.020 in2 Case 3)Temp&Shrink Reinf=0.0018(Ag)=A5,T&S= 4.67 in2 Governs Minimum Required Reinforcement=AS req'd= 4.67 in2 Enter Bar Size 5 Area of 1 Bar= 0.307 in2 Enter Number of Bars in 1 Layer 8 Compression Block=a=A,fy/0.85f,b= 0.6417 in Reinforcement Provided For Flexure=A,= 2.454 in2 Nom Flex Strength=Mn=A,f5(d-a/2)= 235.36 k-ft Design Flexural Strength=4)Mn= 211.8 k-ft OK> 18.1 k-ft Total Reinforcement Provided (2 Layers)=2A5= 4.91 in2 OK> 4.67 in2 Shear Load Effects=V„= 18.3 k Design Shear Strength=4Vc= 158.0 k OK> 18.3 k Spread Footing Page 3 of 3 Cq. Elrod Engineering, LLC Project : 100x3687 AutoZone n6464 File : 100x3687 Subject : 10'-0"Monument Date : 11/18/2019 Location : Charlottesville,VA Eng : DBP Design Wind Pressure.o.Equation 29.4-1(ASCE 7-10) System Type Structure Type Equation Other Structures Rigid Structures p =qh G Cf (Directional Procedure) of all Heights qh : veloacity pressure at h Solid Freestanding Walls G :Section 26.9.4 &Solid Freestanding Signs Cf :Figure 29.4-1 F =pAs As : gross area of wall or sign Velocity Pressure Calculations: Velocity pressure qh is calculated in accordance with section 29.3.2. qh=Velocity pressure @ height(h) qh=Constant•Kz•Kzt•Kd•V 2 (Eq 29.3-1) Where:Constant = Numerical Constant (Section C27.3.2) = Y2•[(Air density lb/cu ft)/(32.2 ft/s2)]•[( mi/h)(5280 ft/mi)•(1 hr/3600 s)]2 = 0.00256 Mean Sea Level = 0.00 ft Air Density @MSL = 0.0765 lb/cu ft (Table C27.3-2) Occupancy Category = I (Table 1.5-1) Exposure Category = C (Section 26.7.3) a = 9.50 (Table 26.9-1) Zg = 900.00 ft (Table 26.9-1) Basic Wind Speed = 110.00 mph (Figure 26.5-1 A-C) Structure Height = 10.00 ft Width = 8.00 ft Depth = 2.00 ft Where: Kh = Velocity pressure coefficient @ height h = 2.01•(Z/Zg)A(2/a)for 15 ft<=Z<=Zg (Table 29.3-1) = 2.01•(15/Zg)A(2/a)for Z<15 ft = 0.85 Kzt = Topographic factor (Figure 26.8-1) = (1+K1•K2•K3)2 Topography = None Kzt @h = 1.00 Kd = Wind directionality factor (Table 26.6-1) = 0.85 CS Elrod Engineering, LLC Project : 100x3687 AutoZone#6464 File : 100x3687 Subject : 10'-0"Monument Date : 11/18/2019 Location : Charlottesville,VA Eng : DBP Gust Effect Factor.Gf.Obtained by Rational Analysis The gust effect factor Gf obtained by rational analysis uses the dynamic properties of the system. Values Obtained from Table 26.9-1 Zmin = 15 ft = 0.2 = 500 ft c = 0.2 Calculated Values Analysis = Category II:Rigid Structure-Complete Analysis z(-) = 15 ft lz = c (33/z())^(1/6) (Eq.26.9-7) = 0.2280869 Lz = E•(z()/33)^E (Eq.26.9-9) = 427.0566 ft Q = Sqr J 1/(1+0.63 J(b+h)/Lz]^0.63)] (Eq.26.9-8) = 0.960 gq = 3.4 gv = 3.4 Gust Factor(G) = 0.925 J(1+1.7.gq lz Q)/(1+1.7.gv lz (Eq.26.9-6) G = 0.904 Elrod Engineering, LLC Project : 100x3687 AutoZone#6464 File : 100x3687 Subject : 10'-0"Monument Date : 11/18/2019 Location : Charlottesville,VA Eng : DBP Design Wind Pressure.p.Equation 29.4-1 Figure 29.4-1(Solid Freestanding Walls&Freestanding Solid Signs) Horizontal dimension of sign(B) = 8.00 ft Height of sign from ground surface to top(h) = 10.00 ft Vertical dimension of sign(s) = 10.00 ft Ratio of solid area to gross area(epsilon) = 1.00 Horizontal dimension of return corner(Lr) = 2.00 ft Aspect Ratio(B/s) = 0.80 Clearance Ratio(s/h) = 1.00 Depth Ratio(Lr/s) = 0.20 Case kz K3 Kzt Kd qh(psf) Cf p(psf) F(!bs) A&B 0.85 1.00 1.00 0.85 22.35 1.49 30.10 2,407.95