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HomeMy WebLinkAbout1701 WP Ball Blvd 05-1734 (sign)CITY OF SANFORD PERMIT APPLICATION Permit #: 5 1-7 •, Date: o'? - Job Address: 001 W P A,1 rP I u d- Description of Work: d- r S -,11 5: s n v n f ec a Jai o Historic District: Zoning: Value of Work: S Permit Type: Building _,2!0 Electrical Electrical: New Service - # of AMPS Mechanical: Residential Non -Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential Commercial Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Addition/Alteration Change of Service Temporary Pole _ Replacement New (Duct Layout & Energy Calc. Required) of Water & Sewer Lines # of Gas Lines Plumbing Repair - Residential or Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel q: 3 ;t - J 9 — 3 C — S,* /— Goeo— o e, 3- 6 (Attach Proof of Ownership & Legal Description) Owners Name & Address: AI A- U' 5 e-M : PcJ ,9 1A-,d.-st j2k ce /_ L G le rf e A, llor./- A- d 5 A, 1d;do0 Zd lro aes,,e.l(,GA. 3oo)G Phone: 77o- 6yf— 6s66 Contractor Name&Address: tQcQi/. S eQer/ z:e' ,o,v-one, A 30 1Dr..v< State License Number: L% 5 a 0000 7 3 Phone & Fax: _?16 -d tl ,y- /tiP641 if lrfm Eialpftj4y Git;-.'-% Phone: T G ;- 6S14' 3sA1 Bonding Company: Address: / V/*- Mortgage Lender: WIA- ,: Address: / y/A- fr--..F. 2 Iq05 Architec gineer• i '. s. •` Phone: Address: 30 1J i O t-G i. 3 3.*6 0 Fax: 9 6 3- gK49 7-`1 SS o Application is hereby made to oytaja p o e r i 1 a ' ns as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will t of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agenS4, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of a Lien Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/ Agent is _ Personally Known to Me or Produced ID of Print Co aitor/Agent' e aIM05- Signature of Notary -State of Fl P,y+ a Tina L Duffy g My commission DD104NO Vo„dr Expires June 27 20M Contractor/ Agent is personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg 3 O S Zoning: C N 'eVICIJ Utilities: Initial & Date) (Initial & Date) 993 Initial & Date) (Initial & Date) Special Conditions: 1L o W-54a 0 one vTgA AQAti dLPA n POWER OF ATTORNEY Date: '2 —/ 7— o I, 0—,A . -5,' , .— , do herby authorize C,lr, - % to pull the S,' 2 rn permit for ITV iQ 16, / / A ILIJ . Type of permit job address vrou. Tina L Duly My Commission D01045W Expires June 27 2005 all known to me or drivers license # State of Florida, County of Po1K on O day of 20 2005/JAN/17/MON 10:22 AM WALTON ENTERPRISES -FAX No.2108860650 P. 002 Jan.16. 2005 9:12AM Dixie Signs 863-644.3524 Y To. Whom It IUy Concern: No.9976 P. 2 OFFlC COPY This is to give Dixie Signs, Inc. permission to obtain Permits and erect sign(s) located at Property II) Owned by 0. • : L- .0 Ownerrs address 108u b d 1, 3Phonenumberofpropertyowner - Sincerely, viiPA Print or Type Nonms Au• rN•o4M -AEAN Title STATE OF FLORIDA., COUNTY OF Date The foregoing i tnlment was adm wledged before me this day of 20by e who is:personally known to me or who hatf produced as identificdtion and who did take an oatb. Q,`14s otaryPublic .` Q-v •y P RE3'•• ,b cu My commission - expires: Z Z '0 j L O ' O N• i 0EGE t'• J Printed, typcd or stamped - commissioned name of notary) 1111111 KEv jE'rYE CITYOF SANFOr, DEVELOPER TRACT 2: THAT -PART OF THE NORTHEAST 1/4 OF SECTION 32, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEM114OLE COUNTY, FLORIDA', DESCRIBED AS FOLLOWS: COIv1MENCE AT THE. NORTHEAST CORNER OF SAID NORTHEAST 1/4'OF SECTION 19; THENCE RUN S39°53'33"W, ALONG THE NORTH' LINE OF SAID NORTHEAST 1/4 OF SECTION 19, A DISTANCE OF 124.06 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF RINEHART ROAD; SAID POINT BEING A POINT ON A CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 2476.47 FEET; THENCE FROM A RADIAL BEARING OF N89059'19"W, RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 07°34'49" FOR AN ARC DISTANCE OF 327.64 FEET TO A POINT ON A CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 541.60 FEET; THENCE FROM A RADIAL BEARING OF N09039'34"'E, RUN WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF .1 I°17'22" FOR AN ARC DISTANCE OF 106.60 FEET; THENCE RUN N69°03'04"W, A DISTANCE.OF 106.76 FEET.TO THE POINT OF BEGINNING; THENCE CONTINUE N69003'04"W, A DISTANCE OF 103.30 FEET; THENCE RUN N67054'30"W,_A DISTANCE OF 50.46 FEET TO THETOINT OF CURVATURE OF A CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 37.18.53 FEET; THENCE RUN WESTERLY AL014G THE'ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 00°45'57" FOR AN ARC DISTANCE OF 49.70 FEET TO.A POINT OF COMPOUND CURVATURE OF A CURVE; CONCAVE SOUTHERLY HAVING A RADIUS OF'597.05 FEET; THENCE RUN WESTERLY ALONG.THE ARC OF SAID CURVEJHROUGH A CENTRAL ANGLE OF 04033'47" FOR AN ARC DISTANCE OF 47.55 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 1865.79 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID'CURVE, THROUGH A CENTRAL ANGLE OF 01029'39" FOR AN ARC DISTANCE OF 48.66 FEET TO A POINT OF COMPOUND CURVATURE OF A NON TANGENT CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 913.00 FEET; THENCE FROM A RADIAL BEARING OF S13°18'43"W, RUN WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 45025'12" FOR AN ARC DISTANCE OF 723.76 FEET TO A.POINT OF REVERSE CURVATURE:OF A CURVE, CONCAVE NORTHERLY, HAVING. A RADIUS OF 537.00 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 28°04'04" FOR AN ARC DISTANCE OF 263.06 FEET; THENCE RUN- S85°57'35"W, A DISTANCE OF-90.20 FEET; THENCE RUN S09°39'32"E, A DISTANCE OF 287.17 FEET; THENCE RUN S80020'28"W, A DISTANCE OF 34.51 FEET; THENCE RUN S09039'32"E, A .DISTANCE OF 249:73 FEET.; THENCE RUN N80°20'28"E, A DISTANCE OF 54.58 FEET; THENCE.RUN S09039'32"E, A DISTANCE OF 336.11 FEET; THENCE RUN•N74°36'26"E, A DISTANCE OF 1151.67 FEET; THENCE RUN N09039'25"W, A DISTANCE OF 262.99 FEET; THENCE RUN N00010'3I"E,.A DISTANCE OF 165.36 FEET; THENCE RUN N20°56'56"E, A DISTANCE OF 240.07 FEET TO THE POINT OF BEGINNING.' . t Lt 't 4.1w. '0.31 V' vet-. ::It vr>, .1. b11 u: 1 a u.nra •. I ... 0 C 1"M 4' CHANNEL LETTERS ON WIREWAYS ! J . •:1 , EOUAL MU 2J B' rORXKil I SKIM"_-- CE) REAR EXTERIOR ELEVATION SCALE: 3/32"-1r-O" 890 870 2S•1Q 37-0' FRONT EXTERIOR ELEVATION SCALE: 3/32"=T-O" I8W E95 90 t r• r- i U u b I n sr•.•s ,n I1 r11 i:l•ntt .•u , II 11-1 835 190 1 M•11' l WALTON S I G N A G E 3419 East Commerce San Antonio, TX 78220 waltonsignage.com 200a WALTON ALt RIGHtS RESERVED OLD NpVT Client: OLD NAVY#3913 Address: 1400 RINEHART RD Location: SANFORDFL Sales: GWG PM:1M Date: 11.18.04 Designer: Si Pat't:0 S L SANFORD#3913SANFORD#3913 This is an original drawing created by Walton. It is submitted for your personal use, however. It shall at all (Imes remain the property of Walton. It maybe used in connection with the project being planned for you by Walton, but not otherwise. You are not authorised to show these drawings to anyone outside yourorg.isation, nor is ittobe reproduced, used, copied or exhibited In anyfashion. Revision: Signs will be manufactured with 12OVoltsA/C. All N01,11y ele,ldtal strvit.t to list sign,dud final cunnection theteof, is Ilse responsibility a: C:a L•tyal. All work Is to be doitc in ar(orddnrP. wilh lhr purchase agreement attached hereto In case of variance between rl. gp.nfitatl.t,g .,rlti. u.atace ig.ee.g.sAnnthisdrawing, the drawing shall prevail. Buyer: Date: Sales: Date: Production: Date: 41:. . Old Navy Letters 1400 Rinehart Road in Sanford February 21, 2005 CONNECTOR OPTIONS 4) 3/8" Sleeve Anchors 4) 1/4" x 1-3/4" Tapcons 4) #14 x 1-1/2" Screws 4) 3/8" Toggle Bolts 4) 3/8" All Thread SEAMS IH WIND DESIGN CRITERIA WIND VELOCITY 120 MPH IMPORTANCE FACTOR 1 EXPOSURE CATEGORY B INTERNAL PRESSURE COEF. t0 COMPONENT/CLADDING PRESS. 34.7 PSF FORCE COEFFICIENT 1 WIND LOAD AREA 8 SF SIGN WEIGHT 20 LBS CALC'S BASED PER LETTER Aft 48" SELF-CONTAINED INTERNALLY ILLUMINATED CHANNEL LETTERS. NEFF N CTb P% E K- UFM-E) CON E R V EOuIREMENTS R PE 1 .0" ALUMINUM RETURNS N1INTSD S RATTAT IIATIN WHITE 3/0917/P P wHITE RnAINER3 wmaxur NEVI MEAD scamU I0J 13MM OMNI WHITE NEON TUBE, U/L YSTED oselr comfiec_rb&OPTotis G. f`nnE y; rnla. C-ft t,EscEx 0 7M 03S BLUE VIV1SLUCENT 0/M OVERLAY W/ VVnUT11FACESSH04HRUST wOYLINE wNITR FAINTED ANGLEbUMlfmis ALL CONSTRUCTION PLANS SHALL CROSxS (uas°NEwwjwNUM Q7 D7 LHOUSING CONFORM TO THE LATEST EDITION a . 090 ALUMINUM -ALL INTWOR FAINTW EmmafTARRRITE RIIIITt OF THE FLA. BLDG. AND NEC CODE. 9 1/2- OALVAMIM STEEL RISE NIP LS 1 GROU0401040-BOND-VVIM I HEREBY CERTIFY THAT THIS SIGN Q 60MA NPF -120V - PRRM TRANSFORMER - UL LISTED MEETS THE 120 MPH WIND LOAD REQ. 0 SAFETY DISCONNECT'T000LR' MWCII MOUNTEDTOTHESIDEOFEACHLffM1© ; M- DALUMINUMCONDUIT w/ 012 LWwill,/ KB'« WEEP ( iRA.063 COVER n TO LALIGHTHOLESWITHnWALLIFRAMINOORSUPPORT STRUCTURS 14011 REMIND WALL NY ELECTRICAL CONTRACTOR/LANDLORD S 1/V NEON TURF SUPPORTS a, 1/2- a Ti .1u ALUM. TUBE - POWDER COATED (OLD HAW SILVER) OF THE 2003 FLORIDA BUILDING CODE. ART STITZEL, P. E. #50658 OB8683 STITZEL ENGINEERING 8 CONST., INC. 317 W. HIGHLAND DR. #101 LAKELAND, FL 33813 PHONE (863)607- 4455 SECTION: TYP. LETTER FEB 2 1 2005 i JOB NAME: OLD NAVY LETTERS LOCATION: 1400 Rinehart Road in Sanford WALL MOUNT SIGN INPI IT r)ATA HEIGHT TO SIGN CENTER: SIGN AREA: SIGN WEIGHT FLORIDA BUILDING CODE 2001 15 FEET PER LETTER) PER TABLE 1606.: 8 S.F. 20 LBS INPUT DESIGN WIND SPEED PER FIG. 1606 IMPORTANCE FACTOR TABLE 1606 HEIGHT & EXPOSURE COEF TABEL 1606.2D EXPOSURE CATEGORY SUCTION WIND PRESSURE CALCULATED SUCTION WIND LOAD 120 MPH 1 1 B 34.7 PSF 277.6 LBS B) FactPnpr Inad ratinm r)ecinn Values FASTENERS SHEAR Ibs) TENSION Vbs No. of bolts Max allow tension Ibs Max allow. shear Ibs Req. shear Req. tension 1/4" SLEEVE ANCHORS 1.5" EMBED. into conc. 690 640 0 0 20 277.6 1/2" SLEEVE ANCHORS 6" LONG into conc. 5000 3000 01 0 20 277.6 3/8" SLEEVE ANCHORS 6" LONG into conc. 4300 3000 0 0 20 277.6 3/8" SLEEVE ANCHORS 5" LONG into conc. 3793 2314 4 9256 15172 20 277.6 3/8" SLEEVE ANCHORS 3" LONG into conc. 3793 2300 0 0 20 277.6 3/8" X 3" LAG BOLT into wood 330 173 0 0 20 277.6 1/4" X 1.75" TAPCONS into conc. 1058 615 4 2460 4232 20 277.6 1/4" X 3" TAPCONS into conc. 1058 984 0 0 20 277.6 10 X 1" TECK SCREWS into metal 80 60 0 0 20 277.6 10 SHEET METAL SCREW into metal 105 61 0 0 20 277:6 12 SHEET METAL SCREW into metal/wood 150 80 0 0 20 277.6 12 SCREWS into wood or metal 730 320 0 0 20 277.6 12 X 1.5" SCREWS into aluminum 153 109 0 0 20 277.6 14 X 1" TECK SCREW into metal 143 82 0 0 20 277.6 14 x 1.5" SCREWS into metal 300 170 0 0 20 277.6 14 X 1.5" SCREWS into wood 175 90 4 360 700 20 277.6 20 X 1.5" TECK SCREWS into aluminum 930 3461 0 0 201 277.6 BOLTS WITH NUTS & WASHERS 1900 1800 0 0 201 277.6 1/4" TOGGLE BOLTS into plywood 445 420 0 0 201 277.6 3/8" TOGGLE BOLTS into %" plywood 500 450 4 1800 2000 20 277.6 5/16" TOGGLE BOLTS into %" plywood 450 320 0 0 20 277.6 3/8" ALL THREAD - NUTS BOTH SIDES & 12901 970 4 3880 5160 20 277.6 2" DIAMETER WASHERS into conc/wood 1/2" ALL THREAD - NUTS BOTH SIDES & 25001 14001 1 01 01 201 277.6 2" DIAMETER WASHERS Into con o0 3/16" x 3" ALUM. STUD W/ SIL. RUB. in conc. 100 50 0 0 201 277.6 10 ALL THREAD X 2" LONG into wood 175 125 80 0 0 0 0 20 20 277.6 277.63/16" x 4" EMBED. STUD W/ SIL. RUBBER I 100 1/4" DIA. ALL THREAD into conc/wood 413 290 0 0 20 277.6 3/16" THREADED STUD SECURED INTO 1001 30 01 0 20 277.E WALL WITH SILICONE Please note the minimum number of bolls required for each connector listed above, as they may differ. i Art Sfitz4, P.E. 50658 QB8683 Stitzel Engineering & Construction, Inc. 317 W. Highland Dr. #101 Lakeland, FL 33813 Phone (863) 607-4455 9 FEB 2 1 2005 200/JAN/IVMON 10:22 AM WALTON ENTERPRISES FAX No, 2108860650 P. 002 Jan.16. 2005 9:12AM Dixie Signs 863-644-3624 No.9916 P. 2 To. Whoa It Ivry Concern: PUNS REVIEWED CITY OF SANFORD This is- to give Dixie Signs, Inc. permission to obtain Permits and erect sign(s) located at Pxoperty 11 Owned by 0. Q C Owners address] 090 b a l &A 3 O Phone number ofproperty owner Sincerely, Au.r p lQ6ENps" Title Date Print or Type Name STATE OF FLORIDA., COUNTY OF The foregoing lipwamMi was adm wledged before me dais / ?:,-I- day of 20 5, bye who is:personally known to me or who ha produced T as identification and who did take an oath. 0S otary Public :.•........ '••. b%'% QQ. U oo•a0 y . Mycommissionexpires: Z 1-0 j L N u2o o iEG Printed, typed or stamped — commissioned name of notary) Iti 111110\'` dft DEVELOPER TRACT 2: THAT PART OF THE NORTHEAST 1/4 OF SECTION 32, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEM114OLE COUNTY, FLORIDA', DESCRIBED AS FOLLOWS: COMMENCE AT THE. NORTHEAST CORNER OF SAID NORTHEAST 1/4'OF SECTION 19; THENCE RUN S39°53'33"W, ALONG THE NORTH LINE OF SAID NORTHEAST 1/4 OF SECTION 19, A DISTANCE OF 124.06 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF RINEHART ROAD; SAID POINT BEING A POINT ON A CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 2476.47 FEET; THENCE FROM A RADIAL BEARING OF N89059'19"W, RUN SOUTHERLY ALONG TFIE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 07-34-49" FOR AN ARC DISTANCE OF 327.64 FEET TO A POINT ON A CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 541.00 FEET; THENCE FROM A RADIAL BEARING OF N09039'34"E, RUN WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 1 1°17'22" FOR AN ARC DISTANCE OF 106.60 FEET; THENCE RUN N69003'04"W, A DISTANCE OF 106.76 FEET.TO THE POINT OF BEGINNING; THENCE CONTINUE N69003'04"W, A DISTANCE OF 10.8.30 FEET; THENCE RUN N67054'30"W,.A DISTANCE OF 50.46 FEET TO THE POINT OF'CURVATURE OF A CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 3718.53 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 00-45-57" FOR AN ARC DISTANCE OF 49.70 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE, CONCAVE SOUTHERLY HAVING A RADIUS OF 597.05 FEET; THENCE RUN WESTERLY ALONG.THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 04°33'47" FOR AN ARC DISTANCE OF 47.55 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 1865.79 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID'CURVE, THROUGH A CENTRAL ANGLE OF 01°29'39" FOR AN ARC DISTANCE.OF 48:66 FEET TO A POINT OF COMPOUND CURVATURE OF A NON TANGENT CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 913.00 FEET; THENCE FROM A RADIAL BEARING OF S13°18'43"W, RUN WESTERLY ALONG -THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 45°25'12" FOR AN ARC DISTANCE OF 723.76 FEET TO A ROINT OF REVERSE CURVATURE'OF A CURVE, CONCAVE NORTHERLY, HAVING. A RADIUS OF 537.00 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 28004'04" FOR AN ARC DISTANCE OF 263.06 FEET; THENCE RUN. S85057'35"W, A DISTANCE- OF 90.20 FEET; THENCE RUN S09°39'32"E, A DISTANCE OF 287.17 FEET; THENCE RUN S80°20'28"W, A DISTANCE OF 34.51 FEET; THENCE RUN S09°39'32"E, A DISTANCE OF 249.73 FEET; THENCE RUN N80°20'28"E, A DISTANCE OF 54.58 FEET; THENCE RUN S09039'32"E, A DISTANCE OF 336'.11 FEET; THENCE RUN•N74036'26"E, A DISTANCE OF 1151.67 FEET; THENCE RUN N09039'25"W, A DISTANCE OF'262.99 FEET; THENCE RUN N00°10'31"EVA DISTANCE OF 165.36 FEET; THENCE RUN N20°56'56"E,•A DISTANCE OF 240.07 FEET TO THE POINT OF BEGINNING.. l: rill al'T. B10 i .85 t \ J I 4' CHANNEL LETTERS ON WIREWAYS ! it ri All- CWu EW.9 owm At 1 SEE MAO ( LcE) DOCK WEUL _ REAR EXTERIOR ELEVATION SCALE: 3/32"_1'-0" i I 6S8 FRONT EXTERIOR ELEVATION SCALE: I1 IE?'v ILM-T4,1 LLtLlrlgly - nurl:r- 890 895 80 II r• r I sF:'L' I r• vL :. u It 1 •1 ., It I i f L IL• WALTON S I G N A G E 3419 East Commerce San Antonio, TX 78220 waltonsignage.com 2004 WALTON ALL RIGHrs RESERVEO OLB NAYY C,lienl: OLD NAVYg3913 Address: 140O RINEHART RO Location: SANFORD.FL Sales: GW PM:1M _ Date: 11.18.04 Designer: S1 Path:ONNS/FL SANFORO#3913 This is an original drawing created by Walton. It is submitted for your personal use, however, It shall at all times remain the property of Walton. It maybe used in connection with the proiect being planned for you by Walton. but not otherwise. You are not authorized to show these drawings to anyone outsideyourorganization, noris ittobe reproduced, used, copied orexhibited inany fashion. Revision: Signswill be manufactured with 120VoltsA/C. All PlimdIV rlethical service to Ille sign,dud final connection thereof, is llte responsibility I. buyer. All work is It; be done in accordance with the purchase agreement attached hereto. In case of variance between he •d (he pu'd!ese .greeq. n and this diawine, the drawing shall prevail. Buyer: Date: Sales: Date: Production: Date: