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Home My WebLink About01-0826 BUILDING PERMITN~ 0826 ,... CITY OF ZEPHYRHILLS (813) 788.6611 Permit Property Owner: Job Address: Parcel I. D. # d~ /:=~--~ ~CTR~L ~-- qiftf ii~;;~:P .lAf~-6 Date 1/2,-/:.2/0 / ..,e J?, (~ M~[ Sewer Conn Water Conn: Water Meter: T.LF.'s: Zoning: Descriotion of Work FINAL / - :;. S- O;l.. NO OCCUPANCY BEFORE C.O. DATE Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. DATE Valuation or ~ . ~ Contract Price ~J ~ 0 0 Inspector g/3 Com pan Address ~ '7'11- 3~;)--<FrY() ~L~ ~~=).k ~~~_ Ftr. v1-/J.;J.AJ:J. #:;-OII2'-'f Tp. Servo SLB Pre SLB Rough In Tub Set Lintel Meter Can Water FRM. Canst. Pole Sewer Insul. CL Pool Final WL Pre-Met,r Final / 1- t9S ~tJ;l /lJ2J1 ~13 . City License Registration # ~ 7' IJ 9 State Certified License# - MeCI"IAf-4ICAL Breakers Ducts Insl. Compressor Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Twenty Five and 00/100 Dollars ($25.00) 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. c&~J (;2 - S-~ ( I.3t-- APPLICATION FOR PEmaT CITY 01' ZEPHYlUIILLS BUILDING DEPARTMENT DATE RECEIVED Il-;( q--- 'of PLANS REVIEW FEE OWNER'S NAME C!.Jt<)~ ot ~~~"'5; Ck#'\.(S"J - JOB ADDRESS Yo'? ~ ~ I fe,ti1 ~ PHONE LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL ID # ~'S -2-S"' -"'2., -00/0-06'4-00 -OQI () (OBTAIN FROM PROPERTY TAX NOTICEl WORK PROPSED: oNEW CONSTRUCTION o ADDITION OALTERATION o REPAIR o INSTALL IBSIGN o MOVE o DEMOLISH PROPOSED USE: oSGL FAMILY DWELLING o COMMERCIAL DMULTI-FAMILY o INDUSTRIAL 0# OF UNITS o SWIMMING POOL o MOBILE HOME BUILDING SIZE CJ RESTAURANT & HEALTH DEPARTMENT APPROVAL f'l..A1i0' uE CXtc;.:i' "'.S .-f~~'ITa'" 01 Loo1.S ~ j ~ 8 IN ~Tct / ( N..f4J "?__;h ?/ SQUARE FOOTAGE ~ HEIGHT __ ~THER _ I OJ,, tI~ DESCRIPTION OF WORK RESIDENTIAL: COMMERCIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REQUESTED ~ILDING ~ECTRICAL $ cJv f)~Od -- ~ AMP SERVICE 0 FLORIDA POWER Ho"~ v/'J -io e~rS7In:5 VALUATION OF TOTAL CONSTRUCTION o W.R.E.C. o PLUMBING o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION " g5'*! '3~?- ..// TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL o OTHER o GAS o ROOFING o SPECIALTY o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAO YES 0 NO SIGNATURE COMPANY JU..p, 5 e:JS I .5 J-t - STATE CERT OR REGI ST # cJ 4lJc)cJ/" r CITY PROCESSING ~ ~ ~1:>r' a50-r ~I!.- ..................................................- - ~~ COMPANY~~~ SJ ~ , STATE CERT 0 REG~"""'d/.J CITY PROCESSING # .:;.tt.o 9 *************************************************. ******** BUILDER ELECTRICIAN PLUMBER SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE **********~******************************************************* ':~---~'~PAN'f' STATE CERT OR REGIST # CITY PROCESSING # MECHAH:ICAL ***************************************************************** OTHBll COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** CONDITIONS OF PERMIT AFFIDAVIT 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, 813-788-6611. 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 lien 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 commencement. 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 commenced 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 b~ 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 commenced 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 commenced. 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 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. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A ~NOTICE OF COMMENCEMENT". SIGNATURE: OWNER OR AGENT SIGNATURE: CONTRACTOR acknowledged , 1!L- STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this day of by STATE OF FLORIDA COUNTY Of' The foregoing instrument was Before me this _ day of by acknowledged 19 (name of person acknowledged) owho is personally known to me, or (name of person acknowledged) C1ho is personally known to me, or of identification) take an oath. o who has produced (type of identification) and who Ddid [}:lid not take an oath o who has produced (type and whoD did 0 did not Signature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamped Name typed, printed or stamped REORGANIZED CHURCH OF JESUS CHRIST OF LA TTER DA Y SAINTS ZEPHYRHILLS BRANCH PASTOR November 8, 2001 MaGee Sign Company 160418th Ave Dr. East Palmetto, FL 34221 Re: Permit for installation of church sign Dear Sir; With reference to the above permit, Lee .I. Fabricius, Pastor, authorizes MaGee Sign Company to pull a permit for the full installation of a new church sign which will replace the existing sign in the same location as listed below. The Reorganized Church of Jesus Christ of Latter Day Saints is located at 7334 16th Street in Zephyrhills, FL. A site plan is included with this letter. &wu~ ,t-\l.V Pu" OI'FICIAlNOTARYSEAl I.P </ DENISE STRICKlER i<"~' ('\ ~ ,. COMMISSIOO NUMBER 7 ~ CC815296 ~ 0 o<f> III ~ COMMISSION EXPIRES F f\. MAR. 21 2003 AEC Services, Inc. For Your Complete A/E/C Needs AEC Services, Inc. 333 N. Faulkenburg Road Suite # A-1 01 Tampa, FL 33619 813-684-1234 (f) 813-684-2660 Ron Fair, P.E. FL# 50738 Pole Signage 1. Design fiind Velocity Velocity Pressure (Vp) Use Factor (Fu) = 110 MPH = 30.0 PSF = 0.90 2. Height Width Centroid of Force (C) Area of Force (A) = 4.33 FT = 8.2 FT = 5.0 FT = 35.51 SF M/N (Large/Smaller) Therefore the Force Coefficient (ct) = 2.00, which is <= 6.0 = 1.20 MOMENT = (Vp)(A)(Fu)(Ct)(C) = 5,752.6 LB-FT 3. Dual Columns, therefore Y2 of Moment must be met in Column: Sx (required) of column = Moment X (12)X(0.5) / Fb = (5,752.6)(0.50)(12) / (24,000) = 1.44in.-3 From Steel Manual; 4"x4" squar X 0.500" Min. Squar Steel Pipe, has Sx (selected) = 6.13in.-3 Sx (selected) EXCEEDS Sx (required), therefore OK. 4. Assume buoyant weight of concrete = 88 PCF Assume soil pressure = 400 PSF / foot of depth Soil Resistive Moment (Sr) + Concrete Weight Moment (Mc) >> Moment (calculated) 2.00 ft Ling (I) A = (0.68)(d)(w)[(0.34)(d)(400)] = 5538 LB-FT 5.67 ft wide (w) B = (0.32)(d)(w)[(0.90)(d)(400)] = 6899 LB-FT 3.25 ft deep (d) Total Soil Resistance (Sr) = 12437 LB-FT Mc = [(w)(l)(d)(88)][1.0] = 3243 LB-FT Total = 15,681 LB-FT Soil Resistive Moment (Sr) + Concrete Weight Moment (Mc) EXCEEDS MOMENT / column (calc'd), therefore QIS G:\AEC-ENGINEERING-2000\mageesigns\misc\pole WIND _ CALCS.doc 4' x tr SIGN 8'-1 1/20 4 . .., . j" ~ . -I' I ~' 'I ~ , .. , .. ,'-~. e/e iD I r. . .., I :.. -<.~ Y.-/:. -\~':;:":).:- >.'~ :.:>t . ~~. ~,.~: :::/'.::.";!{:.i~~~:":~;'.://.::./~: }~ :~~~~ ~~:.~~:~~'~.\:~~;/,~:',~'~~~!-:. ~:.~t.'.:~;~ t< S'-s- ------- . .. 6-LGL 1""Of\Jl L M~ < S t'\6i- N C ... elZ.J4i.lrr"ni-V rrr rO-15 'Ton Ii:- _ (lfiffiA- 'TO 5 i. tvl'l Oflj) , I~ 1'\1'1 CJ2.., M!::RIfTJO!:i. m ~ ';(UN~ GROuND ,,- .... Of:mt 5 RI:-eM (II\tD[ 10 OR I01P E (ACH oIOINT 11- X 'Z- X J/.- "M<. STUI. ~ PLAlF. (~1Rf O~ 'tOle'-) JOOO PSI CONCRE:'f'[ 3/.- x 3r S1ttI. MOtoft 8OL15 SET PER TDlPlATI: OHLy - (.) N!'QUfR(J) H... X .- DO. STED.. 'YOKI[ .. x.. so. SIDl L.fG ~/.". MlT . Ll\IWNG NUr (4 OF (ACH) r~1UJ ALUMINUM CiOIllJNG (0fJ'JI0tW:.) ~ I -. . .... ~ . . ~.. . ... > .: -. ~..... .'.;. . '. ~ 0.. ;f~:. -;:~ ";';-:'.. .~"j. i. .::- ~ .;.:.. :~ :::,- .;.,;:" 1 2.-0. I - I*. DMUO t4OU:$ PRIIiMa'Y EUC'TRICAL SUPPl' tHRU COfTDt Of .... llC ... . - x .- SQ. :nm. 1UK . .. X 12- X )/.. '*. SlID. MS( P\ATE: BASEPLATE OETAtL ~1 1/2"."-0. wrrlf '~".. {WJ . I l\ 1 ~ AEC Services, Inc. For Your Complete A/E1C Needs AEC Services, Inc. 333 N. Faulkenburg Road Suite # A-101 Tampa, FL 33619 813-684-1234 (f) 813-684-2660 Ron Fair, P.E. FL# 50738 Pole Signage 1. Design Wind Velocity Velocity Pressure (Vp) Use Factor (Fu) = 110 MPH = 30.0 PSF = 0.90 2. Height Width Centroid of Force (C) Area of Force (A) = 4.33 FT = 8.2 FT = 5.0 FT = 35.51 SF M/N (Large/Smaller) Therefore the Force Coefficient (cf) = 2.00, which is <= 6.0 = 1.20 MOMENT = (Vp)(A)(Fu)(Cf)(C) = 5,752.6 LB-FT 3. Dual Columns, therefore % of Moment must be met in Column: Sx (required) of column = Moment X (12)X(0.5) / Fb = (5,752.6)(0.50)(12) / (24,000) = 1.44in. -3 From Steel Manual; 4"x4" squar X 0.500" Min. Squar Steel Pipe, has Sx (selected) = 6.13in.-3 Sx (selected) EXCEEDS Sx (required), therefore ~. 4. Assume buoyant weight of concrete = 88 PCF Assume soil pressure = 400 PSF / foot of depth Soil Resistive Moment (Sr) + Concrete Weight Moment (Mc) >> Moment (calculated) 2.00 ft Ling (I) A = (0.68)(d)(w)[(0.34)(d)(400)) = 5538 LB-FT 5.67 ft wide (w) B = (0.32)(d)(w)[(0.90)(d)(400)) = 6899 LB-FT 3.25 ft deep (d) Total Soil Resistance (Sr) = 12437 LB-FT Mc = [(w)(l)(d)(88))[1.0] = 3243 LB-FT Total = 15,681 LB-FT Soil Resistive Moment (Sr) + Concrete Weight Moment (Mc) EXCEEDS MOMENT / column (calc'd), therefore OK r G:\AEC-ENGINEERING-2000\mageesigns\misc\pole WIND _ CALCS.doc I ~~ 1 2"-0. .1 FO~~~ 4' J( 8' SIGN 8'-1 1/20 4 . ..' . j' ~ I -.- , 14;' " ",,' ~ .. . .. 4'-~. e/e iD I '" . '" .' ... . '-'. . . '., ~ ,". .... . .~.~.~ ;'....:'-~ ~ <~>~:(.:-~..~. :.: ~~<.~ ~~. .';~: ;:>...::.';!{>~~;~o:.~~;..:;.t/.::.:;1; ~\ ~~:~~ :~:.~~:.~-~..~:~--; j~~:',~<~-~:' ~:"':.'.:~;~ i< j -' C--iF:SSAGE...BOABD ~SIGN MAt>> FOR 120 ~T ~L U TtLG j4JjlC JA.4 ~S;L 11-~ tAl ~ r r~ITn)~D II-r T7~(5 TitJlIl'L. titif ~t. tu S I 6ii C>t1Ll) i'~V o~ S'-S" -'. ...----. t~~~~ m CONOUfr RUN UNDEJI GIIOWlO IS- WIN. DEPllt 5 Rl-twt GfW)[ 10 Oft I01t1t E (ACH JOINT I,. 11 IZ. X J/.- 1HK. STEfl. ~ PUlE (~ART OF 't'Od) JOClO PSI CONCRE'f'E 3/.- X 3r S1lO.. MOOt 80LTS SET PER lDIPtATE: C)HLy - Cot) III!"QUIR(D B.- M 4- IMI. STE'EL \'01(1[ .- X'- SO. srnt tSC . 'J/.-. ..". . LlVf1JNG NUT (4 OF EAcH) F~rm AWUINUM ~ (0Pn0tW:.) . ~ I i"l .. . :~ .:.... :.:- ;.,. .... 'l~': ...., '...". I~:'~ ';'~~:. ~ :.~~~ . . .... ~ . I>>.. ORlUfO HOU:S I . !!- ... )( I" SQ. STm. lUll( flMWrr D,(C1'RICAl. SUJIlPl.' tHRu aH'rDt or WIC[ llC .. \.. > S- X lZ" )( )/.- ,*, S1UL .. P\Alt BASEPLATE OETAI.L.. SlCAl.E.:l ",".,'-0" Clrr:lfl!nEO DATE I J3tr;f... f~'~ eUIU'lNG J , , G-....... ri) ( it toN ~ . j)J rrn tA'& ~~~~