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HomeMy WebLinkAbout1701 WP Ball Blvd 05-1660 (sign)CITY OF SANFORD PERMIT APPLICATION Permit # : f Date: lob Address: • F //1y WP C A\ {,, C\ Description of\York: cia S r OIL +r0 40-1 -IlCL-k0^ Ilistoric District: Zoning: Value of 1Vurk: S 6 f,%. Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alann Pool 0ectrical: Ncw Service - # of AMPS Additiot/Alterntion Change of Service Tcn porary Pole _ Mechanical: Residential Non-Rcsidential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines I' lumbing/\cw Rcsidcntial: # of Water Closets Plumbing Repair - Residential or Commercial _ Occupancy' I'ype: Residential Commercial Industrial Total Square Footage: Construction Type: # of Storics: # of Dwelling Units: Flood Zone: (FErXIA form required for other than X) Via•' 0,_•0 oa3o • po0o `3a' s • 3 o s0/ • O000 . ot 2 0 farce . ( Atlach Proof of Ownership & Legal Description) Q ' OwnersName& Address:Nf4j0kZ&/nt9bLC /i11t1elet7h-Ares L L-C- I080 ?g0&br A /DG& /tj rZtt5- 4MWVLJ ''mf IJU}/L fI e4I lY/ L]00+%45 Phone: Y-KJ• t07Ft r• , VJ' A Contrae& Address: 6 - li e r n 6 I`t • nZ !2 30 ioP a rf_ F-e l A- zt't. Fi t • 3 3I . 1 ` Slate License Number: LS00000 7 "311 Phone & Fa%: 9 G - G - .1 16 q 41 - 3i' / Con IncI Person: C/t(y-iS Phone: $6 3-6//1'- 3s,.a Bonding Company: dncz A Address: Mortgage Lender: Addre IJ Archile Engiucee` r /L P AddreJnMC L) -/. . Application is hereby made to obtain a permit to do the work issuance of a permit and that all work will be performed to mi permit must be secured for ELECTRICAL WORK, PLUMBI AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing inconstruction and zoning. WARNING TO OWNER: YOUR I TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. ATTORNEY BEFORE" RECORDING YOUR NOTICE Ol- 21 r w L.4--c- 1 T iNun1AJ, 4a ont WZ:,)ad y47AJ ,JC-FFirle/ f 1'I one-/ 4). 37 q Aw L r8 FVEATERS, j / I ionsd' tcd. c lrf Ih riot `ork or ncommenced prior to the r o II la guIa 1 41or 1rtJonl;..j rderstand that a separate VS, WELLSS,,POOOLS, FURNjjA( C ES, BOILL-R ,ANKS, and d aS+d 1 M +• is'occural hatIodonetn•co pliance vitlF all applicable laws regulating JO RECORD A NOTICE OF COMMENCF N`f MAY RESULT IN YOUR PAYING 4CEM IN FINANCING, , CON 7:WITI1 YOUR LENDER OR AN NOTICE: In addition to the requirements of this permit, thcr-Wpddni tr t a I c t 11 this county, and there may be additional permits required fr tr 'gOvernmen a m e a n Acceptance of permit is verification will notif the owner of roperty of the requirements of Florida Stgn r of 4 er/Agent _ Date Signal o Contra NXX, Name that may be found in the public records of districts, state agencies, or federal agencies. S ? , t; of N61%a- le of Florida ( Datc Sin9tjltfiL.dP N "• 8 g64280 0 o IY - ' * November12 2006 EXPIRES' Pie` O•'/ ` OFF' BOn ThrV8WVtNoUrySeniut c fAOb6%Pd islJ -;Personally Known to Mle or C tractor/Agent is Personally Known o Me or ^ I A Y' SrZdtt lQ11 Produced I D --"c' - e'er ( APPLICATION APPROVED BY: Bldg:l lj Z j-1 0 Zoning: eH 2'If-0 Utilities: Imual & Date) (Initial & Dale) 1/ Special Conditions: or - fo '^ s4--, Lk oy a µ' o.111 CW1 1-1-% e 0., KA tjQfO e Initial & Date) Dale FD: Initial & Date) srfN 695 to Cat m j lrtkP.o) br--%ed or q 7 oa-} CVA'1 rt t%en s; f 51'5n P l--% )ti r j4 we ke }TilA r< Q-+ C • I'll, 1 8tI NOTICE OF COMMENCEMENT Permit No. Tax Folio No. 3a-19-3c- So/-0000 -oej State of Florida ounty of Seminole a IEI-he undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following inforniation is provided in this Notice of Commencement. wI . Description of pr erty: (legal descriptionofthe property and street address if available) a 2. General description of improvement: z r"Sickll IUD n C2r1 •Cra J- Pia a +,' o - Owner information a. Name and address S oltr Lt U--C--' o80 t o dl: o a s ;.Ie ,r w 6 r b. Interest in propertyO LAD c. Name and address of fee simple titleholder (if otlier tlian Owner) Q E 0 4. Contractor s a. Nameandaddress M y- e ;3=r•c• ,me, 30 jQrar-e ,'I,c • Aej. -1, 4. 2.1t-1I o b. Phone number S'6 3- 6 yN- 3Sa.t Fax number S-6 3-6 y1/- 3sd. L"5. Surety /- 2 a. Name and address N / A CD Ln b. Phonenumber Fax number c. Amount of bond m6. Lender N a. Name and ddres S OL t n o J ( LC. o PNc.+• CAN abN, rf C; b. Phone number` 13 • %s1 • (o cj 3 Fax number 3. Uz7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as L) provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address A 71— D 0 b. Phone number Fax number w8. In addition to himself or herself, Owner designates F of 1• 97W Jgoj0e,e.T7 C J _ to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. A a. Phone number -- 0• 34 : S / Fax number l 46. 6 V-3. 94V 6 6E9. Expirationdate of notice of commencement (the expiration date is I year from the date of recording unless a different a date is specified) u ut y ::::, `d`'I• ignature of Owner r A YIS S vorn to(orLaffirme ands cribed before me this 4f , 20 - , by s " a : U ° O ! CERTIFIED COPY w Personally Known ---'-OR Produced Identificati1i : > / ' Nz Ui J r •.°' O - MARYANNE MORSE o Type of Identification ProducedQG.,•fcEM•,. ` CLERK OF CIRCUIT rri'JRi• 1 ilTpN CO ` SEMINOLE COUNTY. FLORIDA w nature of Notary Public State of Florida THIS INSTRUMENT PREPARED BY. t3Y DEPUTY CLERK Commission Expires: - FEB ' 2-1- 1 /D % NAMEr' 2D C ADDR. A 1rh ,.+ o, r,. c S. ,COS Sri. AIL onia 7fdJ-0 POWER OF ATTORNEY Date: a —/O — D 5 I, R-osec: A . Sny , do herby authorize e ' , "3 S,Y, .d-ti to pull the S,'s ns- permit for /y0 d ;te— Kg,7QJ Type of permit job address Personally known to me or driv s license # State of Florida, County of oI K on /0 O-W day of 2005. 0 Tina L Outb My Commission DD104W9 c a w Expires June 27 2008 20D5/ -,-qN/17/M0N 10:22 AM WALTON ENTERPRISES FAX No.2108860650 P.002 li. 2005 9;12AM Dixie Signs 863-644-3524, To. Whom It NUy Concern: N o . 9 9 7 6 P. 2 This is to give Dixie Signs, Inc. permission to obtain Permits and erect signs) located at Property ]D Owned by 0.r 0. : LCC_ Owners address 1080b o Ek Phone number of propertyowner ' Sincerely, Aur-"( Z 9Eb Title 1- ej*Y j?• PAQV Print or Type Name STATE OF FLORIDA, COUNTY OF G- A 3 6 0 - -. 1- 1q-os date The foregoing ent was acl, wledged before one this / Q :14 day of 20 U$, by , who is:personally known to me or who had produced as identification and who did take an oath. C. iitaxyPublic :.\Q.v•.yP.... My commission expires: 'a d o o N: W 2 v ot, QJ0 P Printed, typed or stamped — conunissioned Dame of notary) •'1ii181 i11t % 7 DEVELOPER TRACT 2: THAT PART OF THE NORTHEAST 1/4 OF SECTION 32, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SAID NORTHEAST 1/4 OF SECTION 19; THENCE RUN S89°58'33"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 O RINEI-IART ROAD, SAID POINT BEING A POINT ON A CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 2476.47 FEET; THENCE FROM A RADIAL, BEARING OF N89159'19"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 541.00 FEET; THENCE FROM A RADIAL BEARING OF N09°39'34"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 N69°03'04"W, A DISTANCE OF 106.76 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N69°03'04"W, A DISTANCE OF 108.30 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, T14R00014 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 45°25'12" 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 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 S09039'32"E, A DISTANCE OF 249.73 FEET; THENCE RUN N80°20'28"E, A DISTANCE OF 54.58 FEET; THENCE RUN S09°39'32"E, A DISTANCE OF 336.11 FEET; THENCE RUN N74°36'26"E, A DISTANCE OF 1151.67 FEET; THENCE RUN N09°39'25"W, A DISTANCE OF 262.99 FEET; THENCE RUN N00010'31"E, A DISTANCE OF 165.36 FEET; THENCE RUN N20°56'56"E, A DISTANCE OF 240.07 FEET TO THE POINT OF BEGINNING. P RR•41T # 0 54/ pu13 "ivIEED CITY Of SAIUCRD OFFIPT 4' CHANNEL LETTERS ON WIREWAYS ! i 2 1 "Y MA1 E itit 1LONV 1 _ REAR EXTERIOR ELEVATION SCALE: 3/32"_1'-O" 2S 10' ara FRONT EXTERIOR ELEVATION SCALE: 3/32"_1'-0" eso e O •, . r: WALTON I S I G N A G E r 3419 East CommerceLJI:1_• et •• c : ll San Antonio. TX 78220 wattonslgnage.com b I .161I.1 :! b11 2004 WALTON All RIGHTS RESERVED tI ..._. _. . I•It „r •., 11 OLDHAVY IN rj Client: OLD NAVYN3913 Address: 1400 RINEHART RD Location: SANFORD,FL Sales: GW PM:1M Dale: 11.18.04 Designer: SI Path: ON/US/FL SANFORD#3913 This is an original drawing created by Walton. It Is submittedforyour personal use, however. Itshallat all times remain the property ofWalton. It may be used In connection with the project being planned for you by Walton• but not otherwise. You are not authodzed to show these drawings to anyone r, outsideyourorganization. not Isittobereproduced. t , -,• used. copied oredlibitedInarryfashion. Revision: Signs will be manufactured with 120VollsA/C. All Primary eltarical service io the slgn,and linal connection thereof, is the responsibility of the buyer. All ::od is It, be done in accordance with the purchase agreement attached hereto. In case of variance between the sp^cif:!?tins of the purchase ag+eernenl and thisdrawing, the drawingshall prevail. Buyer: Date: Sales: Date: Production: Date: S Old Navy Letters 1400 Rinehart Road in Sanford February 8, 2005 CONNECTOR OPTIONS 4) 3/8" Sleeve Anchors 4) 1/4" x 1-314" Tapcons REOU RE MEI•>TS PEE 17E2 IET TEV- WIND DESIGN CRITERIA WIND VELOCITY 120 MPH IMPORTANCE FACTOR 1 EXPOSURE CATEGORY B INTERNAL PRESSURE COEF. t0 COMPONENT/CLADDING PRESS. 26.9 PSF FORCE COEFFICIENT 1 WIND LOAD AREA 20 SF SIGN WEIGHT 20 LBS A 60" SELF-CONTAINED INTERNALLY ILLUMINATED CHANNEL LETTERS T .063 ALUMINUM RETURNS PAINTED SPRAYLAT SATIN WHITE L22 3/673/8- FWHITE RETAINERS W/fSXq/r HEX HEAD SCRRWS I] 1 SMM OMNI WHITE NEON TUBE, U/L LISTED CI 3/16- DIAMETER X 2- SELF TAPPING SCREWS (2-S PER LETTER) 1 1 3/16- TRANSLUCENT 01 S-ZG ACtnM FACES WITH W/1ST SURFACE3M02620-36 BLUE VINYL OVERLAY W/ 1- WHITE SHO-TNRU OUTLINE 161 062 X 1/2-XI/2- BROKEN ALUMINUM WHITE MINTED ANGLECROSSSUPPORTS (AS NEEDED) 07 D2 PORCELAIN 14OUSINO I! I.090 ALUMINUM - ALL INTERIOR PAINTED SPRATLAT STARBRTE WHITE I]9 1/2- GALVANIZED STEEL PIPE NIPPLE 10 GROUNDING -BOND- WIRE CALC'S BASED PER LETTRK MA NPF -120V - PBKM TRANSFORMER - UL LISTED SAFETYDISCONNECT-TOGGLS-SWITCHMOYMEDTOTHESIDEOFEACHUTTER 1© 1/2- ALUMINUM CONDUIT W/ #12 tW WIRE TWO 0 WEEP NOLSb WITH .063 COVER PLATETOBLOC( UGHT (SE• DRAIL CT) WALL/FRAMING OR SUPPORT STRUCTURE ICb A -BOX BEHINDWALL BY ELECTRICAL CONTRACTOR/LWDLORD IJ S 1/2- NEON TUBE SUPPORTS 1 1 1/2-' 2-a'123 ALUM. TUBE - POWDER COATED (OLD NAVY SILVER) SEE CONNECTD2 QP-TiON& AfIO 4Z.rdO V .EME a -CS I.IST, I At30 . ALL CONSTRUCTION PLANS SHALL CONFORM-TO,THE LATEST EDITION OF THE FLA. BLDG. AND NEC CODE. I HEREBY CERTIFY THAT THIS SIGN MEETS THE 120 UP" WIND LOAD REO. OF THE 2001 FLORIDA.BUILDING CODE. ART STITZEL, P.E. #50658 QB8683 STITZEL ENGINEERING 8 CONST., INC. 317 W. HIGHLAND DR. #101 LAKELAND, FL 33613 PHONE (863)607-4455 SECTION: FEB 0 8 2005VMWTYP. LETTER JOB NAME: OLD NAVY Letters LOCATION: 1400 Rinehart Road In Sanford WALL MOUNT SIGN 1AID1 IT nATA HEIGHT TO SIGN CENTER: SIGN AREA: SIGN WEIGHT FLORIDA BUILDING CODE 2001 15 FEET PER LETTER) PER TABLE 1606.,' 20 S.F. 20 LBS INPUT DESIGN WIND SPEED PER FIG. 1606 IMPORTANCE FACTOR TABLE 1606 HEIGHT & EXPOSURE COEF TABEL 1606.21) EXPOSURE CATEGORY SUCTION WIND PRESSURE CALCULATED SUCTION WIND LOAD 120 MPH 1 1 B 26.9 PSF 538 LBS B) FaAtenPr Innd ratinns r)esinn Values FASTENERS SHEAR Ibs TENSION Ibs No. of bolts Max allow tension Ibs Max allow. shear Ibs Req. shear Req. tension 1/4" SLEEVE ANCHORS 1.5" EMBED. into cone. 690 640 0 0 20 538 1/2" SLEEVE ANCHORS 6" LONG into cone. 5000 3000 01 0 20 538 3/8" SLEEVE ANCHORS 6" LONG into conc. 4300 3000 0 0 20 538 3/8" SLEEVE ANCHORS 5" LONG into conc. 3793 2314 4 9256 16172 20 538 3/8" SLEEVE ANCHORS 3" LONG into conc. 3793 2300 0 0 20 538 3/8" X 3" LAG BOLT into wood 330 173 0 0 20 538 1/4" X 1.75" TAPCONS into conc. 1058 615 4 2460 4232 20 538 1/4" X 3" TAPCONS into conc. 1058 984 0 0 20 538 10 X 1" TECK SCREWS into metal 80 60 0 0 20 538 10 SHEET METAL SCREW into metal 105 61 0 0 20 538 12 SHEET METAL SCREW into metal/wood 150 80 0 0 20 538 12 SCREWS into wood or metal 730 320 0 0 20 538 12 X 1.5" SCREWS into aluminum 153 109 0 0 20 538 14 X 1" TECK SCREW into metal 143 82 0 0 20 538 14 x 1.5" SCREWS into metal 300 170 0 0 20 538 14 X 1.5" SCREWS into wood 175 90 8 720 1400 20 538 20 X 1.5" TECK SCREWS into aluminum 930 346 1 0 0 201 538 BOLTS WITH NUTS & WASHERS 1900 1800 0 0 20 538 1/4" TOGGLE BOLTS into plywood 445 420 0 0 20 538 3/8" TOGGLE BOLTS into 1/2' plywood 500 450 4 1800 2000 20 538 5/16" TOGGLE BOLTS into %" plywood 450 320 0 0 20 538 3/8" ALL THREAD - NUTS BOTH SIDES & 1290 970 4 3880 6160 20 538 2" DIAMETER WASHERS into conc/wood 1/2" ALL THREAD - NUTS BOTH SIDES & 25001 14001 1 01 01 20r 538 2" DIAMETER WASHERS into con o0 3/16" x 3" ALUM. STUD W/ SIL. RUB. in conc. 100 50 0 0 201 538 10 ALL THREAD X 2" LONG into wood 175 125 0 0 20 538 3/16" x 4" EMBED. STUD W/ SIL. RUBBER 100 80 0 0 20 538 1/4" DIA. ALL THREAD into conc/wood 413 290 0 0 20 538 3/16" THREADED STUD SECURED INTO 100 30 0 0 20 538 WALL WITH SILICONE Please note the minimum number of bolts required for each connector listed above, as they may differ. Art Stitzel, P.E. #50658 QB8683 Stitzel Engineering & Construction, Inc. 317 W. Highland Dr. #101 Lakeland, FL 33813 Phone (863) 607-4455 IVA I FEB 0 8 2005