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Home My WebLink About04-3442 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 3442 Permit Number: Permit Type: Class of Work: Proposed Use: Square Feet: Est. Value: Improv. Cost: Date Issued: Total Fees: Amount Paid: Date Paid: Work Desc: 3442 SIGN FREE STANDING SIGN COMMERCIAL Address: 7449 GALL BL ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 1,310.00 10/08/2004 70.00 70.00 1 0/08/2004 MONUMENT SIGN Name: SONIC RESTAURANT Address: 7449 GALL BLVD ZEPHYRHILLS, FL. 33542 Phone: REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Thirty-Five Dollars ($35.00) shall be made for each trip for each trade: (a) Wrong address (b) Condemned work resulting from faulty construction (c) Repairs or corrections not made when inspection called (d) Work not ready for inspection when called (e) Permit not posted on job site (f) Plans not at job site (g) Work not accessible The payment of inspection fees shall be made before any further permits will be issued to the person owning same "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. n Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances NO OCCUPANCY BEFORE C.O. ~~ ?Z_~ 'f C&rAACT~G~E- ... ~M~ CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS PERMIT APPLICATION BUILDING DEPARTMENT 5335 8TH St, Zephyrhills, FL 33542 ::ffi 813-780-0020 FAX; 61J-760-0021 ~ i~5' DATE RECE IVED PHONE CONTACT FOR PERMITTING CArl'S el,a~-' V?:Zra( OWNER'S NAME ~"" c. Po--2f4.W-1krJ-5 . ~L " C~ Alucl PHONE !lP S- - :&.J 5 ~ .>CC)~ JOB ADDRESS 7 t.j f/'9 LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL 10 # 3<(- :JJ~ ;,(1- D J So - Ocr C'oC - c/o rl. t:J (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPSED: ONEW CONSTRUCTION (J ADDITION o ALTERATION o REPAIR o INSTALL f;ll SIGN o MOVE o DEMOLISH PROPOSED USE: OSGL FAMILY DWELLING S COMMERCIAL OMULTI-FAMILY o INDUSTRIAL 0# OF UNITS o SWIMMING POOL o MOBILE HOME o OTHER CJ RESTAURANT & HEALTH DEPARTMENT APPROVAlJ DESCRIPTION OF WORK ~i'<;.-\-.,-\\ Mn"",,,~ <"'-Sr--. BUILDING SIZE SQUARE FOOTAGE HEIGHT RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED, PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. & (1) SET ENERGY FORMS. FORMS, PERMITS REQUESTED ~ /" .::>~ ':'J'::> ' ~~. ~~ ~L\J~. f2.J.--i- L . 1)= UGi}/ILlJ ~ BUILDING o ELECTRICAL $ /, '3 I () . , ,~~ VALUATION OF TOTAL CONSTRUCTION AMP SERVICE o FLORIDA POWER o W.R.E.C. o PLUMBING o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL ~ OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES 0 NO SIGNATURE CONTRA.QT()R.SECTION BUILDER COMPANY 0;..,. ie. <: ;5"'-:<;~N' STATE CERT OR REGIST # ~.5 cJ d t:J cc' -; 'J ********************************************** ELEC~l'RICIAN SIGNATURE (<J COMPANY STATE CERT OR REGIST # ****************************************************************** PLUMBER COMPANY SIGNATURE STATE CERT OR REGIST # *'k**************************************************************** MECHi\NI CAL COMPANY SIGNATURE STATE CERT OR REGIST # . ***********************'k***************************************** OTHER COMPANY SIGNATURE STATE CERT OR REGIST # A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to "deed restrictions" which may be more restrictive than City regulations. The undersigned assumes responsibility' for compliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the City of Zephyrhills Building Department, 813-780-0020. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor Sections" of this application for which they will be responsible. If you, as the owner signs as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that may be an indication that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction l~en Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the "owner", I cerify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to corrunencement. E. CONTRACTOR' S/OWNER' S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning, and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has corrunenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: *Department of Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment *Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses *Army Corps of Engineers-Seawalls, Docks, Navigable Waterways *Department of Health & Rehabilitative Services, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U.S. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone "A" or "A, etc.", it is understood that a drainage plan addressing a "compensating volume" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction, or violations of any code. Every permit issued shall become invalid unless the work authorized by such permit is corrunenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period of six months after the time the work is corrunenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each six month period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINA WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. $2,500 IN VALUE DO NOT NEED RECORD AND POST A "NOTICE OF COMMENCEMENT". FLORIDA (1; IX' COUNTY F (/ The foregoing inst~ument was acknowledged Beforet<t this ffi d~ of ~e,,..he.r, 2004 by ~r A V e,- (name of person acknowledged) ~o is personally known to me, or IN YOUR lNG, CONSULT JOBS UNDER ckI).owledged .<IeI , 2 0 95:J. r Dwho has produced (type of t t and of person takin ,."...~ Tina l Duffy . .; My Commission oD1Q.4509 Name typed, i~~"~2Z~~ped Name tYi~.~~~Afe~,or stamped ~ .. My CommISsion 00104509 ~ o,...df Expires June 27 2006 " Sonic Monument Sign 7449 Gall Blvd. in Zephyrhills September 28, 2004 144" ~ 56"xl05" GRADE WIND DESIGN CRITERIA WIND VELOCITY 110 MPH IMPORTANCE FACTOR 1 EXPOSURE CATEGORY 8 INTERNAL PRESSURE COEF. :1:0 COMPONENT/CLADDING PRESS. 22.6 PSF FORCE COEFFICIENT 1 WIND LOAD AREA 115 SF SIGN WEIGHT N/A ~_. ;;, . rrp Yo ' I ~ :::. . " ~ 8- SQ. s' Tl46E Ir... (~/8/1 WALL ') ]'. 8" 1"-2" .Y4" 1OY1" (- '%i& q 4> A~(",c~ ~l..'-r:s ~ IMBED MIN. Z' ~ , ,1;~~W'"&', " I I ANCHORIlOLTS :-/ b SEE ~~}I ~ ANCHoR I ~INF. I "DETA IL I 0I1T51DEOF ../, FOOTlNG I , I L-------T-~~~~~~ OOITOM OF J FOOTING FOOTING ANCHOR/REINFORCEMENT DETAIL 1.\8" 1 ~,,---Y (,I ~ j.- 3~ --/~' (see l=ooT IN(T A~GHO~J f<.E (N(=O~f" lYI!:t.)T DE"TA-IL FOOTING SI%E 36" Length 36" Width 48" Depth (2'-IY. IIvr.ltelf Nub 1..1l21 -~,_ GoIVQntle,J ~ I}'." ~Q. Rod ~:2~Jl~~----- I - ~/B" cp ~OLn (U-I% ttvy.lh:. Nuts Iillill Gnl"Onil~ ;n ANCHOR BOLT NOf 'fO SCALE t STUB COLUMN ~1lOL15 ALL CONSTRUCTION PLANS SHAlL CONFORM TO THE LATEST EDITION OF THE FLA. BLDG. AND NEC CODE. I HEREBY CERTIFY THAT THIS SIGN MEETS THE 110 MPH WIND LOAD REO. OF THE 2001 FLORIDA BUILDING CODE. IIRD IlOI.TS 'fO fRAME 1-II2"X'-1I2" ANGLE ART STITZEL, P.E. #50658 Q88683 STITZEL ENGINEERING & CONST., INC. 317 W. HIGHLAND DR. #101 LAKELAND, FL 33813 PHONE (863)607-4455 SEP 2 8 2004 .. POLE SIGN CALCULATION JOB NAME: SONIC MONUMENT SIGN ADDRESS: 7449 Gall Blvd. in Zephyrhills SIGN INPUT DATA HEIGHT TO SIGN CENTER: SIGN AREA: FOUNDATION WIDTH FOUNDATION LENGTH FOUNDATION DEPTH: SOIL BEARING: 5.5 FEET 115 S.F. 3 FEET 3 FEET 4 FEET 1500 P.S.F. 1/ /POST //' FLORIDA BUILDING CODE 2001 DESIGN WIND SPEED PER FIG. 1606 IMPORTANCE FACTOR TABLE 1606 HEIGHT & EXPOSURE COEF TABLE 1606.20 EXPOSURE CATEGORY INPUT 110 1 1 B / IDEPTH -- / // I~//~ENGTH I tNlDTH WIND PRESSURE 22.6 PSF TABLE 1606.2B CALCULATED WIND LOAD 22.6 P.S.F. (CALC) CALCUAL TIONS: OVERTURNING MOMENT: 21,363.78 FT.-LBS. RESISTING MOMENT: 32,580.00 FT.-LBS. 8" Square Tube - Minimum 3/8" Thickness Tube Section b= 8 inside b= 7.25 d= 8 inside d= 7_25 1= 111.098633 in ^4 WIND FORCE: MOMENT AT BASE: 2599 LBS. 14,294.50 FT.-LBS. NUMBER OF SUPPORTS: section modulus 1 27.77 ci COMPUTED BENDING STRESS: 6,175.92 P.S.I. ALLOWABLE BENDING STRESS: 30,300 P.S.I. MIN, POLE IMBEDMENT = 8' FROM BOTTOM NLESS OTHERWISE OTED, ADD 2-#5 EBARS 4" LONG THRU POLE N CONC. ~ IFOOTING POLE IN SLAB ALT. NO. OF ALLOW ALLOW 18" IMBEND MIN A307 GRD 'A' BOLTS BOLTS ALLOW. ALLOWABLE BOLT LOAD IN TENSION SHEAR TENSION SHEAR CONC, PULL OUT ANCHOR BOLTS AL T, PLANE LBS LBS LBS LBS LBS 0.5 IN 0.00 0_00 6,353_11 8,160.86 32,482.48 0.75 IN 0,00 0,00 6,353,11 8,160,86 32,482.48 1 IN 0.00 0.00 6,353,11 8,160.86 32,482.48 1.375 IN 2 59,365.63 29 682.81 6,353.11 8,160.86 32,482.48 1_5 IN 0,00 0.00 6,353.11 8160.86 32,482.48 1,75 IN 0.00 0.00 6,353,11 8 160~~ 32,482.48 - Art Stitzel, P.E. #50658 Q88683 Stitzel Engineering & Construction, Inc. 317 W_ Highland Dr. #101 Lakeland, FL 33813 Phone (863)607-4455 S:P 2 8 2004 1- ~s" c; A~(I.\olt ~L..T:S b SEE ~ ANC l-k>R 6l€ IN f . , "DETA IL I 0IJf51DE OF ../, FOOTING I I I ~-------T-~'~~~~ 601TllM OF J ~ FD01lNG ANCHOR/REINFORCEMENT DETAIL Sonic Monument Sign 7449 Gall Blvd. in Zephyrhills September 28, 2004 144" ~ 56"xl05" GRADE l\8" ~ ..-Yt ~ l--3to --./~' (see I=OOIING- At-jGHo~1 iZE I N~ O~t ME' k)T DElA-JL FOOTING SIZE 36" Length 36" Width 48" Depth fV-IY. 'Ivr_lIe. Nub 1""21 --~.,_ Golvonile,J ~ IM6EDMIN,'Z' ~ FP.OM fOPOf' FIN5HED CONe.' I I ANUIOUOlf5 :-/ ~~~)I I I}'." Oin. ROIJ ~:,~~Jl~----- I - ~/B" cp ~OLn (U-I% f1vy.lh!1l Nuls ffiillJ ~ CQIYOntlC:..f , ;n ANCHOR B()L T NOT TO SCALE WIND DESIGN CRITERIA WIND VELOCITY 110 MPH IMPORTANCE FACTOR 1 EXPOSURE CATEGORY 8 INTERNAL PRESSURE COEF. :1:0 COMPONENT/CLADDING PRESS. 22.6 PSF FORCE COEFFICIENT 1 WIND LOAD AREA 115 SF SIGN WEIGHT N/A ~-. I' ;.;:. = Typ II I ~ ~. II I " , % ]" 8" 'Y." z STUB COLUMN ^NCHOlI: 1lOl15 ALL CONS"rRUCTION PLANS SHALL CONFORM TO ll-iE LATEST EDITION OF THE FlA. BLOO. .AND NEC CODE. I HEREBY CERTIFY THAT THIS SIGN MEETS THE 110 MPH WIND LOAD REO. OF THE 2001 FLORIDA BUILDING CODE. ""-WELDIlOl15 TO A:mE '-112" X 1-112" ^NGLE ART STITZEL, P.E. #50658 Q88683 STITZEL ENGINEERING & CONST., INC. 317 W. HIGHLAND DR. #101 LAKELAND, FL 33813 PHONE (863)607-4455 SEP 2 8 2004 ... POLE SIGN CALCULATION INPUT DATA HEIGHT TO SIGN CENTER: SIGN AREA: FOUNDATION WIDTH FOUNDATION LENGTH FOUNDATION DEPTH: SOIL BEARING: 5.5 FEET 115 S.F. 3 FEET 3 FEET 4 FEET 1500 P.S.F. ~ / I SIGN I ~"OST JOB NAME: SONIC MONUMENT SIGN ADDRESS: 7449 Gilll Blvd. in Zephyrhills FLORIDA BUILDING CODE 2001 DESIGN WIND SPEED PER FIG. 1606 IMPORTANCE FACTOR TABLE 1606 HEIGHT & EXPOSURE COEF TABLE 1606.20 EXPOSURE CATEGORY / // /" PEPTH .~. I~///~ENGTH I ~IDTH WIND PRESSURE TABLE 1606.2B CALCULATED WIND LOAD 22.6 P.S.F. (CALC) CALCUAL TIONS: OVERTURNING MOMENT: 21,363.78 FT.-LBS. RESISTING MOMENT: 32,580.00 FT.-LBS. 8" Square Tube - Minimum 3/8" Thickness Tube Section b= 8 inside b= 7.25 d= 8 inside d= 7.25 1= 111.098633 in ^4 WIND FORCE: MOMENT AT BASE: 2599 LBS. 14,294.50 FT.-LBS. NUMBER OF SUPPORTS: section modulus 1 27.77 Ci COMPUTED BENDING STRESS: 6,175.92 P.S.J. ALLOWABLE BENDING STRESS: 30,300 P.S.J. MIN. POLE IMBEDMENT = 8" FROM BOTTOM NLESS OTHERWISE OTED. ADD 2-#5 EBARS 4" LONG THRU POLE N CONC. IFOOTING I POLE IN SLAB AL T. NO, OF ALLOW ALLOW 18" IMBEND MIN A307 GRD 'A' BOLTS BOLTS ALLOW. ALLOWABLE BOLT LOAD IN TENSION SHEAR TENSION SHEAR CONC. PULL OUT ANCHOR BOLTS AL T, PLANE LBS LBS LBS LBS LBS 0.5 IN 0,00 0,00 6,353.11 8,160.86 32,482.48 0,75 IN 0.00 0,00 6,353.11 8,160.86 32,482.48 1 IN 0.00 0.00 6,353_11 8,160.86 32,482_48 1.375 IN 2 59,365.63 29,682.81 6,353.11 8,160.86 32,482.48 1.5 IN 0,00 0.00 6,353,11 8160.86 32,482.48 1,75 IN 0.00 0.00 6,353_11 8,160.86 32,482.48 -' --_.- Art Stitzel, P.E. #50658 088683 Stitzel Engineering & Construction, Inc. 317 W. Highland Dr. #101 Lakeland, FL 33813 Phone (863)607-4455 SE? 2 8 2004 09/.16/04 THU 13: 38 FAX 9035359065 ZIMMERMAN TYLER ~002 To Whom It May Concern: This is to give Dixie Si , Inc. permission to obtain Pennits and erect sign(s) located at 1 ~ l}L-V up" '-, PropertylD# _. 31.(- ;::)~-~I ~ O/SO- 00000- oo.;)c Ownedby__. ,pNfC- ~~1YfV/lANP5, /1Vl- Ownersad~resr:: 30", ~JlNIV'J 8eVC-If ?:>/l.. oJt..L..A. c-/11j1o/L. 73/04- Phone nunner of property owner tf.t)5" - 2~S -St:><=='o Sincerely, V"JC Jd~N~fljN C~/I'lC; STATE OF FLORIDA, COUNTY OF ~Nlc.. GIY?/. M6fi-. Title 9-/7-(//4- Date C! KIQ,LI{'f;I1'1. Cl The foregoing instrumeJ1t was acknowledged before me this 1'71il day of 5'~f+e."1/"Jf'r , 20 Ct.J , by _..J.J.c.fA. 't n e IS r-Clf..{.f- ~ ^ . who is personally known to me or who had produced as identification and who did take an oath. ~ ~/.~ Notar:~---22/I"L . r My commission expires: Tvl,! ~S, ";:<DOg (Printed., typed or stamped - commissioned name of notary) r........_.....iiiti.or(;ki;h~~;;...." I} NOTARY PUBLIC ~. . TRACY McCAIN I I .: l~" CLEVELAND COUNTY I' ! Comm. No. 00012212 : My Comm. Exp. 07-25-08 ".--...............--.........-....-...-....-........... Page 1 of 1 Wi:lic:gme : lii:lc:.oJ:~t~_:;;_i:l~rc;ll: Parcel Detail Search Again Show Map Building Schematic Unavailable Estimate Taxes SeeT~~_Q9JJec;tQrJnfQrm~tiQ[ln~GYrrent/ReljnqlJe[ltI9.2<:~s ParcellD Classification Mailing Address KOB PROPERTIES LLC 411 COMMERCIAL CT STE 3 VENICE, FL 342921650 Physical Address 7449 GALL BLVD ZEPHYRHILLS, FL 33541 LegaLD_e.scriptio_1l (First 4 Lines) NORTH TOWN CENTRE PB 50 PG 031 LOT 2 OR 5714 PG 0676 34-25-21-0150-00000-0020 (Card: 1 of 1) 00 - Vacant Residential Assessment (totals) Ag Land Land Building Extra Features Total Assessment Save Ou r Homes $350,304 $0 $0 $350,304 $0 Taxable Value $350,304 Line 01 02 03 Land Detail (Card: 1 of 1) Z Additional Land Information Tax Area I 30ZH Fema Code Building Information Unimproved Parcel 00 Extra Features No Extra Features Sales History Res Code OPARZCP Previous Owner Year Month 2004 01 2001 05 2001 05 Book I Pa e 5714 / 0676 4626 /J 574 4623/ 13_61 Amount Seaffi.h Ag9.iD~how JY1~.Q Building Schematic Unavailable !;stimate. Taxes See Ta~ Colle~tor InfQrmatiQIL- CurrentlD.elinqueDt Taxes file://C:\ WINDOWS\ TEMP\HUYUIOTLhtm 9/17/04 09/ )..6/04 THU 13: 38 FAX 9035359065 ZIMMERMAN TYLER 14]002 To Whom It May Concern: This is to give Dixie Si s, Inc. permission to obtain Permits and erect sign(s) located at .. '1 ~ 1?'-v UP/. L-, PropertyID# _. 31.(- ;:;>E;~~/'- 0/5'0- 00000- DO';:;>C Owned by ____ ?pf\!f C- ~-71/'fUI!ANP5 I 111/ ~ Ownersad~res:~i ~O-' J'OIMIN'l ?3rE/VUf P/z.. o/tLA. c-/11j,.o/L 7~/P4- Phone nunner of property owner ft:>S" - 2-2--S-5~oo Sincerely, .v~c / A JA-1AA/t_8~1P1'/ ~e l'-rame ~Nlc.. GIY1:>r. /Yh~J2- Title 9-/7-ctJ1- Date C~,M.Q STATE OF ,Fb8RffiA, COUNTY OF () K{c"Llf)/'J'1. t.1 The foregoing instrument was acknowledged before me this /7fl,'1 day of ,5ef-k..>?/....>E'r , 20 CY ,by ~fu(-ne ISrol(I--,~ ^ , who is personally known to me or who had produced as identification and who did take an oath. Not~~--~~.-c, -r r' My commission expires: Tv/V ~5. ;)OGg (Printed, typed or stamped - commissioned name of notary) r......::.....~~.M~.stiii.Ofoki;h~.~~~.~..l . NOTARY PUBLIC I :: .' TRACY McCAIN I I ':'1':" CLEVELAND COUNTY I I .. Comm. No. 00012212 I My Comm. Exp. 07-25-08 ..........--.....................-........---.-............ Page 1 of 1 1J'\LElLc:Q_~ : ~f9!ds ~f!~.c:b : Parcel Detail Search Again Show Map Building Schematic Unavailable Estimate Taxes ::iE;l&.I,gxuCQ!l~CtQLJntQrmqtiQj]..-Q\.lJrsmt!Q.~Un9..usm.tIQ)(~$ Parcel ID Classification Mailing Address KOB PROPERTIES LLC 411 COMMERCIAL CT STE 3 VENICE, FL 342921650 Physical Address 7449 GALL BLVD ZEPHYRHILLS, FL 33541 34-25-21-0150-00000-0020 (Card: 1 of 1) 00 - Vacant Residential Assessment (totals) Ag Land Land Building Extra Features L~gaLDes!:riroiQll (First 4 Lines) NORTH TOWN CENTRE PB 50 PG 031 LOT2 OR 5714 PG 0676 Total Assessment Save Our Homes $350,304 $0 $0 $350,304 $0 Taxable Value $350,304 I Acres I Tax Area Land Detail (Card: 1 of 1) I Zonin 00C2 00C2 00C2 Description COMMERCIAL COMMERCIAL COMMERCIAL Res Code OPAR_ZCD Buildin Information Unimproved Parcel 00 Extra Features No Extra Features Sales Histo Previous Owner Year Month 2004 01 2001 05 2001 05 Book I Pa e 5714/0676 4626/1574 4623/ 1361 Amount Search Again Show Map Building Schematic Unavailable Estimate Taxes See Tax Collector Information - CurrenUDelinguent Taxes file://C:\ WINDOWS\ TEMP\HUYUIOTI.htm 9/17/04 09/J6/04 THU 13:38 FAX 9035359065 ZIMMERMAN TYLER [4J 002 To Whom It May Concern: This is to gi,ve Dixie Si s, Inc. permission to obtain Permits and erect sign(s) located at .. &{ e. YL-V UP/. !-, Property IT) # _. 31..( - ;:)E;- ~ I '- 0 I S'c> - 0 C 000- () 6.;:/C Ownedby__. 7pNIC- ~~1/'IU1VWP5, IIV~ Owners adr!ress 30", --:;;'#NIV'J BtIf?/\IC-If ?:>f<, o/t-f-A. Gl11;j __ oIL 7 ~/04- Phone nunner of property owner foS" - 2Z--S-St'ot::> Sincerely, ~c p~~ l!!!f~N ~Nlc.. GIY-sr. A16/l.- Title 9-/7-<t?4- Date C~/"'Ci STATE OF ,FbE>RIDA, COUNTY OF {l Klc",L-l&l1.... Cl The foregoing instmment was acknowledged before me this /7fi., day of .5't'.ffe"o?(,...Jf'r , 20 Ct.J ,by --L1;,fu{-I'l€ fSro y+-[~ ^ , who is personally known to me or who had produced as identification and who did take an oath. Not:$&-- 1~<Z-. '1 r My commission expires: TulL( ~S. ?oog (Printed, typed or stamped - commissioned name of notary) r........~......M~M.s(iti.Of.oki:h~.~~~.~..l (I) NOTARY PUBLIC I :: :. TRACY McCAIN I I ':.,..:' CLEVELAND COUNTY I I .. Comm. No. 00012212 , My Comm. Exp. 07-25-08 ......-....---.............--....-.......----................ 34-25-21-0150-00000-0020 (Card: 1 of 1) 00 - Vacant Residential Assessment (totals) Ag Land Land Building Extra Features \!'{e.Lc.~.e. : !SgfgJds Se~ch : Parcel Detail Search Agail1 Show Map Building Schematic Unavailable Estimate Taxes See Tax CollectQrJnfQ[.!Ilation.n=--Currel1!iQ.~!lQQ.ill!J1.LI ax~~ Parcel 10 Classification Mailing Address KOB PROPERTIES LLC 411 COMMERCIAL CT STE 3 VENICE, FL 342921650 Physical Address 7449 GALL BLVD ZEPHYRHILLS, FL 33541 Total Assessment Save Our Homes ~gal Oe~u:rip.tioll (First 4 lines) NORTH TOWN CENTRE PB 50 PG 031 LOT 2 OR 5714 PG 0676 Taxable Value e Acres Tax Area Res Code Suildin Information Unimproved Parcel 00 Extra Features No Extra Features Sales Histo Previous Owner Year Month 2004 01 2001 05 2001 05 Book I Page 5714/0676 4626/1574 4623/ 1361 Search Again Show Map Building Schematic Unavailable Estimate Taxes See Tax Collector Information - Current/Delinguent Taxes file:/ /e:\ WINDO WS\ TEMP\HUYUI OTI.htm Page 1 of 1 $350,304 $0 $0 $350,304 $0 $350,304 $8 , $259,350 I $2,9541 PARZCD Amount 9/17/04 rrl .. L (Lf) '$/'t" ANCHofl 'SO L T'i:. Il. f .I.~ I . 1 . ---",- .l"l;f" FDUllllA1lON DETAL ."-112 f SONIC - America's Drive-In 7449 Gall Blvd. in Zephyrhills November 5, 2004 f->< [[ fijcm(ij[j'l1(S@"~ 0~(ijoOCKJ ~ 6-J,,, ---r--"---,~---- , , . I , , . , , ~ '" .,. "" ~- = '"" "', ~~ ... .... ." - .~, .- " '--""In IT" Iii II II II: 1111 "'Ill! , III j111 , 9' 'II" ." ~ 1:~.'lifl ': --......:.&il II j I'll! II I ~ Iii II -~,-" -," 'II' I' Iii II ~ c~.. , . ft ~ I ~ ~= ",. ", ""'0 "' =~.'"=- -=.~ ",. -,- = Ii, .,- '" ....- "" _ ~ = =.." ." -= = '" :0>.,. .., , . " : ::: ~ "'. ""-..' .... "., ... '"'~... - -"" ... = ",,11.. "".. _ "" .;. ",,:i..,.. = _ _ _ _ J. _ _ _.. _ _ .Ii _ _ _ _ _ _.J ~ SEe F1N{,. $l'Z.e FRONT VEIl J21 J WIND DESIGN CRITERIA WIND VELOCITY 110 MPH IMPORTANCE FACTOR 1 EXPOSURE CATEGORY B INTERNAL PRESSURE COEF. :1:0 COMPONENT/CLADDING PRESS. 23 PSF FORCE COEFFICIENT 1 WIND LOAD AREA 90 SF SIGN WEIGHT N/A 3/~' ANc!-tO R &01.. n IlIWlE V' ~ ~ .~ c.)' . d -- , <:"'\ ~l~ li;J :J ~b~ :"._ I c-( "- ,-, ? ~.::;~ 0J(:.'l. "f. - - ui (, ;- :'. ,~ :' --., (:,,,i; ALUM. $HEET IlIhi-1I2.UO.500 f" iorl'''-tf'- "1 I J ~ II I I ft II t : !~.:_~ f' 1=1$jF-.,- . ! III . I ! ~ II P . I It I I J' ,. I <;.e-e A~~ : :Tt-: RE.lp..\~ORCfMf~T: : : DErA-ll_ :- . ~:n ~ " I , , i , , '-_ _'__.J AAOI0802. I ZOGO ALUM. ANGLE 1Ilallli LENGTH, I/O 1/2 RIGID CONOUIT 'OWEN SOUHCE SEE F'rf\ol<r. S 12.e. '&aow - SEe. A/lJQt()I. Q.el~Ofi:c.tM I O~ IL. ~/~-J '''V- ~,. "'" ---r IIl"H//."O,50' 11-15/16 ~ '-II/-.,jt AL~ SHEET SKIRT DETAL ~ IlOLT5 ----... ^S 5PEClFIED " IM6EDMIH.2'" ~ flW'" TOt' OF f1PI51lEIJ caOC.1 I I ^",CllDRllOLT5 ~ 51~~~11 I 6' MIll NlCHllIl: 1lllL15 I , OUlSlEOEDf J, FOOTlHG I I I I L _ _ _ _ =1: FIWM DOITlJI,J OF FOOI1NG ---7-- ----- flOTTOM OF -./ FOOTTNG FOOTING ANCHOR/REINFORCEMENT DETAil NOr m 5C^LE I'I/Z' X 1-112" ^NGLE FOOTING SIZE 3'-0" Length 3'_0" Width 3'-0" Depth ) J .---~ ALL CONSTR.UCTION PI.ANS SHALL CONFORMTO THE LATEST EDITION OF THE FlA_ BLDG. AND NEC CODE. I HEREBY CERTIFY THAT THIS SIGN MEETS THE 110 MPH WIND LOAD REQ. OF THE 2001 FLORIDA BU LDING CODE. NOV 0 5 2004 POL5 SIGN CALCULATION JOB NAME: SONIC ADDRESS: 7449 Gall Blvd in Zephyrhills INPUT DATA HEIGHT TO SIGN CENTER: SIGN AREA: FOUNDATION WIDTH FOUNDATION LENGTH FOUNDATION DEPTH: SOIL BEARING: -4 FEET 90S.F. a FEET 3 FEET 3 FEET 1500 P.S.F. //) j:~p~ I~/ /lENGTH INPUT 110 1 1 B ~IDTH FLORIDA BUILDING CODE 2001 DESIGN WIND SPEED PER FIG. 1606 IMPORTANCE FACTOR TABLE 1606 HEIGHT & EXPOSURE COEF TABLE 1606.20 EXPOSURE CATEGORY 'Use total face length for multiple footings. WINO PRESSURE 23 PSF TABLE 1606.2B CALCULATED WIND LOAD 23 P.S.F. (CALC) CALCUAL TIONS: OVERTURNING MOMetr RESISTING MOMENT: 12,502.80 FT.-LBS. 19,845.00 FT.-LBS. J No Tube or Pipe (1/16" Thick Alum. Skirt) Tube Section b- d= 1= 12 inside b= 12 inside d= 70_8827922 in ^4 NO luBf- 11.875 11.875 ()(l. PIPE WIND FORCE: MOMENT AT BASE: 2070 LBS. 8,280.00 FT.-LBS. NUMBER OF SUPPORTS: section modulus 1 11.81 ci COMPUTED BENDING STRESS: 8,410.50 P.S.I. ~ ALLOWABLE BENDING STRESS: USE CHECKED OPTION BELOW MIN, POLE IMBEDMENT 8" FROM BOTTOM / NLESS OTHERWISE OTED, ADD 2-#5 EBARS 4" LONG THRU POLE IN CONC_ Steel TVDe A36 24,000 P.S.I. ~ fOOTING A441 (46) A572 (50) 30,400 P.S.I. 3~~,OOO P.S.I. POLE IN SLAB ALT. NO,OF ALLOW ALLOW 18"IMBEND MIN A307 GRD 'A' BOLTS BOLTS ALLOW. ALLOWABLE BOLT LOAD IN TENSION SHEAR TENSION SHEAR CONC. PULL OUT ANCHOR BOLTS ALT. PLANE LBS LBS LBS LBS LBS 0,5 IN 0.00 0.00 5,520.00 6,499.80 32.482.48 0.75 IN 2 17662.50 8831.25 5 520.00 6,499.80 32,482.48 1 IN 0.00 0_00 5,520.00 6,499,80 32,482.48 1,25 IN 0.00 0_00 5,520.00 6,499.80 32,482.48 1,5 IN 0,00 0.00 5,520.00 6499.80 32,482.48 1,75 IN 0.00 0.00 5,520.00 6,499.80 32,482.48 J MOC)jQS3 Stitzel Engineering & Construction, Ine, 317 W. Highland Or. #101 Lakeland. FL 33813 Phone (863)607-4455 NOV 0 5 2004