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HomeMy WebLinkAboutLimited Sign Permit LSP1988001 - Plansá á á { n ut 9a I MI+M7WIlI..;rsY9 ddllrr r,ti l'. II4t>,n. 7,ii `tp'.. I 1'.CIauk uh, C>jYVmnCnnt_„firaur1,11r, 'JL/ l r sunuu.. jl1]IONi \ - "\ a\vt \\ o \r III`1 jl7 7 c oJII'1``\ D L. \ I L 10 Ix',11 elX p,tJU: \j.,--__i 1.11Ia,. iltVra il IT IJQ:V,:-pJ+lru nod,noginunnn 1 niui'meuvnl4JaIn+kkinn ]31n+.y I ....-Jay 'D.JHYa '" r41tNn IIN.x•70 Cn:,olc SInn!, -'MA1 9'n fDcluvrt lUtnu :Jh r 'Jnmu.>.a nYM\ '-I:+nrl yuur uru a,mob ....,..n--nJ-iy °- ,; 1i194+1e d inI4l ,J. ,I •n.Jrr.n{ N 1 y55fjl T J'N IAT,ni^111W9N{M)}Y ,k1. 1•k' - T!' JJY I. M k 111 ,wk 11`1 (yl 41q M Jnw I nl-"-'may.I3J'•- I?^-m 1 DL ymu•'JGYry AII'la\\/i 11 1^\ \2mm 9G'I.V1"v»Ir pi'S.Jv119 ,n.,ftJ_Iar"x`rC loll,)r10rlplCIniT .,l.,xn rw R LIeeuwew/,tit t,•an w.,.TEMIrKO c.M,EAn;ll, hIIFV w,w -NORTH ELEVATIONS dk'•I'al-CU•ll tLLVAiCrl'•NiIIM O1ittTf N'IhIto ccol4 'N I'IcrOt um-•3] M^<e'o .iCaoFeee - -M1Si1.w N.G.i$ICOO 1111.-'4IPi MIN' aJ$OU] D W"m,-IlDL6NItIiC! to 4*h4 rwlx'o,Iinnnroan +Wyatwe ._EA5T ELEVAT!Oty ' I•I''HIVmanna -.,.ai1 ?I J WI J yul=4p11u<a ,Unau'mld andI- u- _ aGROUND MOUNTED LOGO SIGNSGround Mounted Logo SignsDouble face sign with one-piece, prescreened logo faces ofpolycorbonafe. Logo faces are pan embossed with whiteborder. Appendage faces are one-piece, prescreenedpolycorbonate and are embossed with white border.Optional copy reading: DRIVE THRU or WELCOME.Sign box is extruded aluminum. Electrical meetsstande '-ofNational Electric Code and bears U.L. label.5'-10"7' 1"14'-3"I.T-2"T.S; 10" x 10"/XY."x10'-0"8'-7"20'-0"bs, f,LbRFVE THRUT.S.-10"x10"/ x 'h" x 14'5"P1 32 Square FeetT-1 " x 4'-8" DF C-P Logo Signat 15' OAHElectrical Specifications:Lamps: 84T12 H/O C.W. (4)Ballast: Jefferson 262-484-100Conn. Load: 3.85 AMPSCircuits: 15 AMPS (1)Service sign by: Hinged FaceLifting Weight: 230 lbs.Maximum DesignWind Load: 30 PSF11'-5"P2 50 Square Feet8'-7" x 5'-10" DF C-P Logo Signat 20' OAHElectrical Specifications:Lamps: F96T12 H/O C.W. (6)Ballast: Jefferson 262-002Cann. Lood: 5.4 AMPSCircuits:15 AMPS (1)Service sign by., Hinged FaceLifting Weight: 290 lbs.Maximum DesignWind Load: 35 PSF8'-1"6'-9nI.LS: 10" x 10"x7"x18'-0"P3 69 Square Feet10'-l "x 6'-9" DF C-P Loqo Signat 25'OAH12'-0" Au35'-0"23'-0"NT.s.-10" x 10"/' x tie" x 26'-0"P4 97 Square Feet12'-0" x 8'-1" DF C-P Logo Signat 35' OAHElectrical Specifications:Electrical Specifications:Lamps: 117T12 H/O C,W. (6)Lamps:F60T12 H/O C.W. (2)Ballast: Jefferson 262496-100(2)F64T 12 H/O C.W. (2)Conn. Lood: 7.7 AMPSF84T12 H/O C.W. (8)Circuits: 15 AMPS (1)Ballast:Jefferson 262-464 (2)Service sign by: Hinged FaceJefferson 262-484 (2)Lifting Weight: 490 Ibs.Jefferson 262-002 (8)Maximum DesignConn. Load:13,1 AMPSWind Load: 30 PSFCircuits:Service sign by:20 AMP (1)Hinged FaceLifting Weight:1205 lbs.Maximum DesignWind Load: 30 PSF9%Pins tid lne,c)nc. GROUND MOUNTED LOGO SIGNSGround'Mounted Logo SignsDouble face sign with one-piece, prescreened logo faces ofpolycarbonate. Logo faces are pan embossed with whiteborder. Appendage faces are one-piece, pr creenedpolycorbonate and are embossed with white border.Optional copy reading: DRIVE THRU or WELCOME.Sign box is extruded aluminum. E ectricol meets standards ofNational Electric Code and bears U.L. label.5'104'-8"-gazlowA8'-7"8AaiDRIVE'PHRf '14'17'-2"1.T5: 10" x 10"/ x 4i' x 10' 0"P1 32 Square Feet7'-1" x 4'-8" DF C-P Logo Signat 15' OAH20'-0"111-51,T.S: 10" x 10"P2 50 Square Feet8'-7" x Y-10" DF C-P Logo Signat 20' OAH10'-1"25' 0Ys"F,.9„,.0A1'12'•0"35'-0"Am'aTs: 10" x 10"/ x''/." x 18'•0"14'•11Ve"P3 69 Square Feet10'-1"x 6'-9" DF C-P Logo Signat 25'OAH23'-0"T.S.-10"x10"x W' x 26'-0"P4 97 Square Feet12'-0" x 8'-1" DF C-P Logo Signat 35' OAHElectrical Specifications: Electrical Specifications: Electrical Specifications:Electrical Specifications:Lamps:84T12 H/O C.W. (4)Lamps: F96T12 HJO C.W. (6)Lamps:117T12 H/O C.W. (6)Lamps:F60T12 H/O C.W. (2)Ballast:Jefferson 262.484-100Ballast: Jefferson 262-002Ballast:Jefferson 262-496-100 (2)F64T12 H/O C.W. (2)Conn. Load:3.85 AMPSConn. Load: 5.4 AMPSConn. Load:7.7 AMPSF84T12 H/O C.W. (8)Circuits:15 AMPS (1)Circuits:15 AMPS (1)Circuits:15 AMPS (1)Ballast:Jefferson 262-464 (2)Service sign by:Hinged FaceService sign by: Hinged Face Service signby:Hinged FaceJefferson 262-484 (2)Lifting Weight:230 lbs.Lifting Weight: 290 Ibs, Lifting Weight:490 lbs.Jefferson '62-002 (8)Maximum DesignMaximum Design Maximum DesignConn. Load:13.1 AMPSWind Load: 30 PSFWind Load: 35 PSFWind Load: 30 PSFCircuits:Service sign by:20 AMP (1)Hinged FaceLifting Weight:1205 lbs.Maximum DesignWind Load: 30 PSFPlasti-Line, Inc. tINSTALLATION PROCEDUREI. O/G rOUND/;TION f,' 5= T CONDU/T.Z. POUT? C ONCR =TE WITH COLUMN /N rL 7 .-. 3. nUJ ELECTRICAL"' BOLT/GN_TG_COLUM/V -WIrH 30LT5 POVIDO. .4 7.5'r .5/GN L/GHr/tv5.5. PAINT COLUMN UCH uP : 1G1G' iF RECQ'D.6. CLEAN U,Q ALL EVIDENcsE 0.INSTALLATION th'ORN.S 5C/r? L NOTES1. INSTALLATION MUST CCQVPORM TO NA7/0NAL ELEC. CODS7ANY OTHER APPLIC:AE'LE .LOCAL CODE.-CD/1"DU/T COUPL/NG(6)"SIGN SUPFLIi` 4' HAND HOLE COVERI (5Y $j /f 5OR'L/ERI/ JCT. L3ox0 /(5Y ERECTORCONDUIT THRU BASE AND UP TO JUNC. BOXBY ERECTOR. CONDUIT MUST BE BELOWSURFACE A MIN. OF 12" AND STUBBED UPBESIDE BASENEAREST BLDG. FOR LATERCONNECTION WHEN CONTRACTOR PROVIDESUNDERGROUND CO?!DUIT & WIRE. IF THISCONDUIT & WIRE ARE PRESENT AT TIME OFSIGN I!STALLATION, ERECTOR IS TO MAKECONNECTIONS.SIGN4=p" I VERTICAL SLAB Z=0"FOU/IIDATIO/Vf?'ONT ELEVAT7OA/ .. - .. 5/DE E! EVTT/O%1. _5/GN NOM YvCLA i'11N/.:^/1='S 84 T/Z HO/ C w (4},F, 3ALLA5T: JEFF. Z(oZ-484-1003. CONN. LOAD ' 3.85 AMPS4. C/, C.I/T5 : I P 15 AMPS5. 51GN .5E,4VIC C ,3Y : ///NGEDFACETSOM Oi PLr?Trr...QOF FOUNOATI0/JT01:7 ME- WI'AL T4 ?!'','AT.L_ 41-550"1"Fi=gNT: L' a%%Ol'J/q.wljl4NEXBOLT.O.RTP. REL TO PRO .REV. ECNfDATE14 n 0"',"amlasti .i°,KNOXVILLE, TN 370-18SCALE NT.5APPJ 5Y D?'R 3Y L6`EDATEl0_3-85 NCH (BY/NS7-AILA7/ON4 F0emf)A77 G."/J{ 7'-Z" x 4-'-7, " OF/CPS/GN@ /4=40.A.N.1L,JISTQ%4E.RSHEETIOF-?.. 60/84/2- sp 9-/1x9le 51auBY SuPPLl4t JFOUNDATION NOTES AND SPECIFICATIONS1. ALL IATERIAL AND CONSTRUCTION PRODEDURES SHALL CONFOMM TO THE FOLLOWINGA?PL1:CABLE STAIjDAP DS:t f {.. t414 [!-ASTId A-150 PORTLAND CEMENTASTM C-33 AGGREGATES FOR CONCRETEASTM C-941, READY MIXED CONCRETE2. ALL CONCRETE SWILL;BE hIXED AND PLACED IN ACCORDANCE WITH THE RECOIriEDEDPRACTICES OF THE PORTLAND CEMENT ASSOCIATION, AS SET OUT IN ITS PUBLICATION"DESIGN AND CONTROL OF CONCRETE MIXTURES."3. ALL CONCRETE, EXCEPT CONCRETE USED FOR BACKFILL SHALL DEVELOP A MINIMUM COM-PRESSIVE STRENGTH OF 3,000 PSI. THEMAXIMUM SIZE OF COARSE AGGREGATE IN FOOTINGBASE SLABS SHALL BE 1-1/2" WITH A MAXIMUM SLUMP OF 4". THE MA?.U.JH SIZE OFCOARSE AGGREGATE IN FOOTING PIERS SHALL BE 3/4" WITH A MAXIMUM SLI.19 OF 4".ALL CONCRETE USED FOR BACKFILL SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTHOF 2,000 PSI @ 7 DAYS. THE MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 2" WITHA MAXIMUM SLUMP OF 5".4. BEFORE THE PLACING OF CONCRETE, ALL FOOTING EXCAVATIONS SHALL LIE FREE OF WATER,SLUSH AND ALL FOREIGN MATTER.5. PREPARE FORM FOR PEDESTAL ONLY. BASE SLAB TO BE POURED AGAINST EARTH SIDES.6.ALL HONEYCOMBED OR DEFECTIVE CONCRETE SHALL BE EXAMINED BY THE ENGINEER ANDTHEIR APPROVAL OBTAINED AS TO METHOD OF CORRECTION TO BE EMPLOYED.7. ALL PERMANENTLY EXPOSED SURFACES SHALL BE FINISHED BY REMOVING PROTRUDING FINSAND SUCH OTHER PROJECTIONS. ALL EXPOSED SURFACES SHALL BE RUBBED WITH A CAR-FORUNDUM BRICK OR STONE AND WASHED DOWN WITH CLEAR Wf.TER UNTIL MARKS AREREMOVED AND A SMOOTH SURFACE IS OBTAINED.8. ALL FOOTING EXCAVATION TO BE CARRIED TO GOOD BEARING SOIL. TE SLAB DEPTH SHALLEXTEND A DISTANCE EQUAL TO DEPTH SHOWN ON THE DRAWING INTO UNDISTRL'3ED VIRGINSOIL, TO THE DEPTH OF THE FOOTING SHOWN HEREON OR TO A MINIMUM DEPTH REOUIRED BYLOCAL CODE TO MEET FROST LINE OR OTHER RESTRICTIONS, WHICHEVER IS GREATER. ALLEXECAJATION BELOW THE BOTTOM IF THE FOOTING SHALL BEBACKFILLED WITH 2.000 PSICONCRETE, BUT EXCAVATION SHALL NOT EXCEED 10' WITHOUT THE APPROVAL OF THE ENSINEEF,NOTE: WHEN DEPTH OF FOUNDATION IS INCRE."-s:D TO FROST LIE OR OTHER LOCAL RESTRIC-TIONS, ADDITIONAL DEPTH SHOULD BE ADDED TO BASE SLAB ONLY.''n.9. THIS FOOTING IS DESIGNED FOR A GOOD TO AV_RABE SOIL WITH A 2:1 , ,.TOR OF SA,-Zit•DOD SOILS ARE CONSIDERED TO BE:COMPACT, WELL-GRADED SAND AND GRAVEL,, HARD CLAY, C01ACT 'IE'_!-GRADED FINEAND COARSE SAND, AND DE;0,14POSEC GRANITE ROCK AND SOIL.AVERAGE SOILS ARE: GEDIUM CLAY, LOOSE, COARSE _AND AND BRAVL AND MEDIUM CLAY.POOR SOILS FOR WHICH THIS FOOTING IS NOT SUITABLE ARE:SOFT CLAY, CLAY LOAM, POORLY COMPACTED SAND, AND CLAYS CONTAINING A LARGEAMOUNT OF SILT AND VEGETABLE MATTER. THE SOIL SHOULD DRAIN SUFFICIENTLY WELL.SO THAT WATER DOES NOT STAND ON THESURFACE.SLAB FDN.CA!SSO,V FD/V.EXECAVATIDN = APPROX: /.33 CU. YDS.EXCVAT/0w = APPF©X./.D CU, YDS.CONCRETE =/.ZSCU. YDS.CD/V 'R79 _ /.G CU, Yo 5,REV.REL. TO PRODATEECN #Plasti Line! Inc.KNOXVILLE, TN 37978SCALENONE.-_ _ APP'D BY DR'N BY DKDATENOTES "CSF O R . 7-Z x 475/ A/@ /4 - O.A.I.1.CUSTOMERDRAWING NOSHEET OF NI.BY SUPPLIG27 to do,'3 X 10-09V SI( SuloPL,E2CONDUIT THRU BASE AND UP TO JUNC. BOXBY ERECTOR. CONDUIT MUST BE BELOWSURFACE A MIN. OF 12'I AND STUBBED UPBESIDE BASE NEAREST BLDG. FOR LATERCONNECTION WHEN CONTRACTOR PROVIDESUNDERGROUND CONDUIT & WIRE. IF THISCONDUIT & WIRE ARE PRESENT AT TIME OF'SIGN INSTALLATION, ERECTOR 15 TO MAKECONNECTIONS.SIGN-COJLLJIr COUPLING'PY S1GfV SUPPLIER)NAIVD HOLE CoVFR(5Y SIGN 5UPPLIER)O,'?)a o I /(BY EREC7JCT. EDX"-i5,Ili- 11/Z MIN.1 IELEC.C-DNDU.1 TG>?AOEVERT/CAL SLAB Z'-O" lI`^ FOU7,ID,T70N 'RO,NT ELEVATION _ SIDE E! E';-",TION .DRIVE THRUr2'u%I 1/NST "` L A T !ON PROCEDURE!. GIG F NDATJON4Sc'T CONDO/7z, ?OUR CONC,:T W/TH COLUMN /N r=ILACE,R'UN EL 'CTRICAL`£''i30CT_=S/G4' _T0. COLUM,11_.WITH 30LTS PROV/ E . .TEST IGN L/GHT/N5. PAINT COLUMN y '19UQ,H -1P,sl'G/V ,F ,j=?Ea'D,CLEAN U- ALL 0Fa/4'.57-ALLATION v.oRk'.5P C/,4L NOTES;. INSTALLATION MUST CQf1(CIRM PTO /V47/0I AL ELEC. C00=7 ANY t'Tr/ER A°PLIr;EIg/L°J-OCAL CODESIGN NOMNCLATrJi'I, LA,MIP5 84 T/Z HO/CW (4-)E, SALLAGT IEFF. Z!o Z - 484- - /00CONN. L OAD : .3.6-5 AMPS4. CIRCUITS : 1 @ /5 AMPS5. SIGN Sc.v/C=D 3Y : yiNGED FACE(o. LIr=T1NG I!VC'lr.'T : 230 /b. -OF FOUNDRTIOPJTOP V/EWrT;1 y_6 oIA.`rIV 7. E-LA 77,10I1.lKNOXVILLE. TN3-7916BCA'_E N715APP'!3 BY Gam' BY L -DATE(-3- CN'KBY//NSTAGLAY/ONE POJr D,T1G, /=O „7'-Z"xi;;15 T OMERLR 'INc N:SHEET _GO/84/RTE REL TO PROREV. ECN DATEPlash Line, inr a FOUNDATION NOTES AND SPECIFICATIONS1. ALL M TERIAL AND CONSTRUCTION PRODEDURES SHALL CONFORM TO THE FOLLOWIINGAPPLICABLE 5TANPAROS: :ASTI4 A-150 PORTLAND CEt•1ENTASTM C-33 AGGREGATES FOR CONCRETEASTM C-R4:READY-141X:0 CONCRETEti2. ALL CONdRtTE SHALL,FE:FMIXED AND PLACED IN ACCORDANCE WITH THE RECO;vEDEDPRACTICES OF THE PORTLAND CEMENT ASSOCIATION,AS SET OUT IN ITS PUBLICATION"DESIGN AND CONTROL OF CONCRETE MIXTURES."3. ALL CONCRETE, EXCEPT CONCRETE USED FOR BACKFILL SHALL DEVELOP A MINIMUM COM-PRESSIVE STRENGTH OF 3,000 PSI. THE MAXIMUM SIZE OF COARSE AGGREGATE IN FOOTINGBASE SLABS SHALL BE 1-1/2" WITH A MAXIMUM SLUMP OF 4". THE MAXI"°'NI SIZE OFCOARSE AGGREGATE IN FOOTINGPIERS SHALL BE 3/4" WITH A MAXIMUM SLt OF 4".ALL CONCRETE USED FOR BACKFILL SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTHOF 2,000 PSI @ 7 DAYS. THE MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 2" WITHA MAXIMUM SLUMP OF 5".4. BEFORE THE PLACING OF CONCRETE, ALL FOOTING EXCAVATIONS SHALL B FREE OF WATER,SLUSH AND ALL FOREIGN MATTER.5. PREPARE FORM FOR PEDESTAL ONLY. BASE SLAB TO Sr. POURED AGAINST EARTH SIDES.6. ALL HONEYCOMBED OR DEFECTIVE CONCRETE SHALL BE EXAMINED BY THE ENGINEER ANDTHEIR APPROVAL OBTAINED AS TO METHOD OF CORRECTION TO BE EMPLOYED.7. ALL PERMANENTLY EXPOSED SURFACES SHALL BE FINISHED BY REMOVING PROTRUDING FINSAND SUCH OTHER PROJECTIONS. ALL EXPOSED SURFACES SHALL BE RUBBED WITH A CAR-BORUNDUM BRICK OR STONE AND WASHED DOWN WITH CLEAR WATER UNTIL FORM PIAR.is AREREMOVED AND A SMOOTH SURFACE IS OBTAINED.8. ALL FOOTING EXCAVATION TO BE CARRIED TO GOOD BEARING SOIL. THE SLAB DEPTH SHALLEXTEND A DISTANCE EQUAL TO DEPTH SHOWN ON THE DRAWING INTO UUDISTRUBED VIRGINSOIL, TO THE DEPTH OF THE FOOTING SHOWN HEREON OR TO A MINIMUM DEPTH REOUiRED BYLOCAL CODE TO MEET FROST LINE OR OTHER RESTRICTIONS, WHICHEVER IS GREATER. ALLEXECAVATION BELOW THE BOTTOM IF THEFOOTING SHALL BE BACKFILLED WITH 2.000 PSICONCRETE, BUT EXCAVATION SHALL NOT EXCEED 10' WITHOUT THE APPROVAL OF THE ENGINEERNOTE: WHEN DEPTH OF FOUNDATION 'S INCRE-"S=D TO FROST LINE OR O71'=R LOCAL P=STPiC-TIONS, ADDITIONAL DEPTH SHOULD BE ADDED TO BASE SLAB ONLY.9. THIS FOOTING IS DESIGNED FOR A GOOD TO AVERAGE- SOIL WITH A 2:1 FACTOR OF SAFETYGOOD SOILS ARE CONSIDERED TO BE:COMPACT, WELL-GRADED SAND AND GRAVEL, HARD CLAY, CO;,-.PACT 1.='_! GR.D=D FINEAND COARSE SAND, AND DECOMPOSED C-FLAN ITE ROCK AND SOIL.AVERAGE SOILS ARE: --2101U4 CLAY, LOOSE, COARSE SAND AND GRAVEL AND MEDIUM CLAY.POOR SOILS FOR WHICH THIS FOOTING IS NOT SUITABLE ARE: •SOFT CLAY, CLAY LOAM, POORLY COMPACTED SAND, AND CLAYS CONTAINING A LARGEAMOUNT OF SILT AND VEGETABLE M.7.TER. THE SOIL SHOULD DRAIN SUFFICIENTLY WELL,SO THAT WATER DOES NOT STAND ON THE SURFACE.SLAB FON.CAISSON FDN,EXECAVATION = APPROX: /.33CU. YDS.EXCAVAT70/V - 4PPROX./.D CC/. YDS.CONCRETE =/. ZS CU. YDS.CONCRETE = /.0 CU. Y05.,.siTEREV.FsEL TO PROt;.ECN # DATEPlasti Line, Inc.KNOXVILLE, TN 37918SCALE__NONE=APP'D BY DR'N BYDATE -... CH'K BY __OTCFOUNDAT/O-NOTES , -SRC CSFOR. 7'-Z "X 4'-72." 5/SN /4'-4"O.A.H.CUSTOMERI