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Home My WebLink About05-4016 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL 4016 Permit Number: 4016 Issued: 3/30/2005 Permit Type: GENERAL BUILDING PERMIT Class of Work: FREE STANDING SIGN Proposed Use: CHURCH Sq. Feet: Est. Value: Cost: 6,254.00 Total Fees: 87.50 Amount Paid: 87.50 Date Paid: 3/30/2005 Address: 38364 CR 54 E ZEPHYRHILLS, FL. Township: Range: Lot(s): Block: Section: Book: Page: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: FAITH BAPTIST CHU CH 38364 CR 54 E ZEPHYRHILLS, FL. 33540 Phone: Lic: Work Desc: MONUMENT SIGN Phone: DUCTS INSTALLED PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB DUCTS INSULATED LINTEL PRE-METER WATER SHEATHING FRAME MISC SEWER MISC INSULATION WALL MISC MISC. MISC. INSULATION CEILING MISC. MISC. MISC. DRIVEWAY MISC. MISC. REINSPEcnON 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." NO OCCUPANCY BEFORE C.O. j)~/,/Jlafi:w . CONTRACTORS SIGNATURE PERMIT OFFI CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER _LL" -.)1(",,:, ::'rlrJ.L \_M"i- L Y WITH ALL i)REV AlLING CODES, FLORIDA BUll.DING CODE, NATIONAL ELECIRlC CODE AND CIn' OF ZEPHYRHILLS ORDINANCES Faith Baptist ~~ CHURCH - (/J,..~ D\TE ANNOUNCER SUPRA CABINET SIZE: 51X8' Vinyl Color: Burgundy Paint Color: Silver Gray ~!~~t}I!~jgns ORIGINAL DESIGN Do NOT DUPLICATE DUE TO THE PHYSICAL UMITATlONS OF THE PAPER AND INK-BASED PRINTING PROCESS. THIS CUSTOM ARTWORK IS NOT INTENDED TO PROVIDE AN EXACT MATCH BETWEEN INK, VINYL, PAINT. OR LED COLOR. ARTlsrs RENDITION OF BRICKWORK. MASONRY. AND LANDSCAPING IS NOT INCLUDED IN THE PROPOSAL. ApPROVED AS SHOWN. X DATE 1 _ ApPROVED WITH LISTED CHANGES 2_ X DATE 3_ SK.# 482564A CUST.# 1116417 1/2"= l' 01-26-05 CA/MARKD -SOLD- QWNER. fJ 31> fP 3</ OF ZEPHYRHILLS BUILDING DEPARTHENT 5- C ~ff 51 2-E P t-t VR.ff/(JS . ffL~3s-tf. I I JOB LOCATION PARCEL I.D.' ff SHOW ALL EXISTING & PROPOSED STRUCTURES GIVING DIMENSIONS & SETBACKS. [/\1'E ~ '.L'. U i,1" '-.lhLL,-,,,-,,'.'u'L {~~ .~" .L'\,.A.~~ PREY AlLING CODES, FLO CODE,NAnONAL ~CTIU CITY OF ZEPHYlUffil.S 0 WITH ALL BunnING CODEANL INANCES UTILITY BUILDINGS MUST SHOW SIZE & FOUNDATION ~NFOR- MATION. FRONT (NOTE EXAMPLES 1 & 2) STREET 1. SETBACKS FOR Rl, R2 ZONING 60' 2. SETBACKS FOR R3 ZONING 60' 10' P E- R X 0 I 10' P S 10' 0 T S I E N D G .20' 1 0' 10' 10' EXISTING 10' PROPOSED 20'SGL FAM 30 'DUPLEX 1 0' FRONT PROPERTY LINE FRONT PROPERTY LINE L . ~ . en . -I m ~ LJ r ~ m ~ c en -I rn m C en m o -I o en m -I )> Z [) I o lJ OJ o ~ en Z --I o [) o z [) :0 m -I m JOHN FRANCIS BARRETT. PE 8259 BARTON FARMS BLVD. SARASOTA. FL 34240 P.E. NO. 44816 W rn IDOl> CD m "mm ~~lJ ~_r = r)> II =-j ~~---i~ m ~ ~ " ]) l> m~ fJm ~llJ ~r ,l> ~~ I; lJ o ~m -~ r T o--~- t~ i~~ . .._... n. ~ ~ iii f.i ~ :;;; ::c . 00 rn~ i I D1 ~ l' iU Ir~i ..~~ ~~~I~ ;;: ih ;~ III ~; m ! 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(D ~ ,m ~m =0 11-1 ~O -z 1 10 1 ~ mOl . ~ il m 1] m [) 11 [) ~ o _ E 0 r Z en (Q ~Barrett. ~ Windload Calculations 0-15 Exp. B . .~i... d V,',A :::'n".~L lA.h\'L" L Y WITH ALL For: J.M. Stewart Co. : 'REV AlLING CODES, FWRIDABUllDING ., -- . - ~ -. ,~~ Purchase Order No.: 937585 Footer I ..~ - . Sign Type & Name: Announcer Supra Steel Column I Ok Drawing Number: AN-U-N-1022 Bolts Tension Ok Date: 3/17/2005 Variables: Bolts Shear Ok Approx. Sign Wt. 500 I Ibs. Footer: length L: 5.5 ft. Columns: 2 Wind Speed 120 J mph width W: 2.5 ft. b= 4 in Max.Sign Height 0-15 feet depth H: 4 ft. d= 4 in Importance Factor* 1.00 Bolts: Spacing: 9 in. ell h= 3.625 in Vel. Press. Coef.** 0.57 Qty: 1 k= 3.625 in Gust Response** 0.85 Dia.: 0.302 in^2 w= 0.1875 in Velocity Pressure: Qz=. 00256(Kz) (I) (V^2) Area 1 Area 2 Area 3 Area 4 Area 5 Area 6 21.01 Area: 15.33 46.16 0.00 0.00 0.00 0.00 Design Pressure: P=(Qz)(Gh)(Cf) height 4.00 5.33 0.00 0.00 0.00 0.00 width 3.83 8.66 0.00 0.00 0.00 0.00 hlw ratio 1.04 0.62 0.00 0.00 0.00 0.00 ANSI 7-98 T.6-11 P.66 Cf 1.20 1.20 1.20 1.20 1.20 1.20 Pressure 21.43 21 .43 21.43 21.43 21.43 21.43 Structural Material: 46000 centroid 2.00 6.67 9.33 9.33 9.33 9.33 Steel Fb - 46,000 psi wind force 328.64 989.29 0.00 0.00 0.00 0.00 Alum. Fb- 35,000 psi Allowable Lateral Soil Load 200.00 psf - Allowable Soil Load 2000 psf Free Bodv DiaQram Qz - Velocity pressure at height Z Wind Force Z - Height off groung of Sign 989.29 Kz = Velocity Pressure Exposure Coefficient** ~ I - Importance Factor * V - Velocity P - Design Pressure Gh = Gust Response Ct - Force Coefficient for Solid Signs - / . Cv -Coefficient of Total Shear ....... IRL riJ ~ ...,.." D - Sign Width t.,"\ E P? I~" III W /} IJ H - Sign Height ' ~ < .~.-';~\J!3 DEP APPRO\ EO./ A If?' '!( ;1)~ , ~ 11 Wind Force ..... - Calculations conform to 10.67 328.64 - ACSE 7-98. From table 6-5 - page 60, the Velocity c-- Pressure Exposure - Coefficient (Kz) structures - less than 15 feet high under 6.00 f--- exposure "B" with gust Note: Clockwise moments + f--- response factors as described f--- on P 29, SECTION 6.5.8.1 Ma ~\ I--- Gh = .85. Structural Tubing / I--- is ASTM A500 Grade B. / Bolts are ASTM A307. I R1 - Concrete Strength is 2500 psf I , / t - minimum. - ... -t / 2.67 It"' Mo /",\ J Mb \.....1. k+ +V ~ ~ 1.67 ~ R2 Florida #44816 New York #063279-1 Page 1 of2 John F. Barrett, PE 3/17/2005 John Francis Barrett, PE 8259 Barton Farms Blvd. Sarasota, FL 34240 D:\Jms 7-98\937585.xls John ~arrett . ~ Windload Calculations 0-15 Exp. B For: J.M. Stewart Co. .:"'L"U.Z.~~J."..LL\"'v"kLY WITH ALL PREV AlLING CODES, FWRIDA BUILDING CODE, NATIONAL ELECTRlCCODEAND CITY OF ZEPHYRHILLS ORDINANCES Calculations: Bearing Area: A= (L)(W) A= 13.75 sq. ft. Bearing Dead Force Rz= (n)(r)(A)/2 Allowed Rz= 13750 Ibs Overturning Moments: M1 = (f1)(d1+H) 1971.81 ft-Ibs Mz= (f2)(d2+H) 10550.75 ft-Ibs M3= (fa)(da+H) 0.00 ft-Ibs M4= (f4)(d4+H) 0.00 ft-Ibs M6= (fs)(ds+H) 0.00 ft-Ibs M6= (fs)(ds+H) 0.00 ft-Ibs Overturning moment due to wind: Mo= 12522.56 ft-Ibs Weight of Footing and Sign: WSF wn(LHW) + Ws w = 100 pcf density of concrete WSF 6000 Ibs H = depth of footer Resisting Moment Due Weight: MR= (WsF)(W/2) Footer Ok MR= 7500.00 ft-Ibs Factor of Safety 1.9 Resisting Soil Moment: Ms= 2rU3(H2+W2) Ms= 16316.67 ft-Ibs Total Resisting Moment: Mr= 23816.67 ft-Ibs Moment about (a) Ma: M - (F 101 +F zDz+F 3D3+F 4D4+F &D&+F 606) a- M - 7250.873 ft-Ibs Assumes footing rigid subjecting column to a- bending stresses Column Design: Me= Main Mc= 3625.436 ft-Ibs J Section Required: Sx= Mc/Fb /7 r/Ll'.l ~Ef RFi: VIE (Vii n Sx= 0.945766 in^3 [\'\TIE ......11 ?'- f'1 \' ) It<. l\ ..1/ FU!~.( d\JG 0EPT "PPROV(l bA" W f ';}... tor Column Analysis: U Moment of Inertia: 1= 6.943665 in^4 Section Designed: Sx= IIc Sx= 3.471832 in^3 Column Ok Factor of Safety 3.7 Anchor Bolts: In Tension P= Mc/L Bolt Yield Strength 64000 p= 4833.915 Ibs Area of bolt Ab in2 .302 for 3/4 inch based on minor dia. .552 for 1 inch S= P/Ab .893 for 1.25 inch S= 16006.34 Ibs/in^2 Bolt Tension Ok Factor of Safety 4.0 In Shear Bolt Yield Strength 55000 s= P/2td Kpsi S= 1759.67 Bolt Shear Ok P - Shear force Factor of Safety 31.3 t - plate thickness d - bolt minor diameter Cv= V/QDzH Assume sign slides no tip Cv= 0.014 Grade 2 Florida #44816 New York #063279-1 Page 2 of2 John F. Barrett, PE 3/17/2005 John Francis Barrett, PE 8259 Barton Farms Blvd. Sarasota, FL 34240 D:\Jms 7-98\937585.xls , . CITY OF ZEPHYRHILLS PERMIT APPLICATION BUILDING DEPARTMENT 5335 8TH St, Zephyrhi11s, FL 33542 813-780-0020 FAX: 813-780-0021 DATE RECEIVED '~~1,k5 PHONE CONTACT FOR PERMITTING 73].., - oR J 0 OWNER'S NAME f,q rrll 38(P3~ :$fJ fTldl (!,/lu teCH OtJuAlIJ 8> 5 ~ E PHONE tI3~Jg2- -()i'!o JOB ADDRESS LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL 10 # IJ~ ~&; d/ 1)1)1)0 {)/foO (j)tJoo (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPSED: DNEW CONSTRUCTION ~IGN PROPOSED USE: DSGL FAMILY DWELLING o COMMERCIAL o ADDITION o ALTERATION o REPAIR o INSTALL o MOVE o DEMOLISH DMULTI-FAMILY o INDUSTRIAL 0# OF UNITS o SWIMMING POOL o MOBILE HOME o OTHER DESCRIPTION OF WORK c=J RESTAURANT & HEALTH DEPARTMENT APPROVAL 51'~ -(fitrJ1V~ 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. FORMS. o BUILDING $ VALUATION OF TOTAL CONSTRUCTION o ELECTRICAL o PLUMBING o MECHANICAL AMP SERVICE o Progress Energy 0 W.R.E.C. $ VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAO YES 0 NO SIGNATURE )1lJjJ~r:( ~d#~) COMPANY BUILDER STATE CERT OR REGIST # ****************************************************************** SIGNATURE/I} /)-A?/iAA) (;t ~ ?J?al)f-JAJ , - COMPANY ELECTRICIAN STATE CERT OR REGIST # ****************************************************************** PLUMBER COMPANY SIGNATURE STATE CERT OR REGIST # ****************************************************************** MECHANICAL COMPANY SIGNATURE STATE CERT OR REGIST # ***************************************************************** OTHER COMPANY SIGNATURE STATE CERT OR REGIST # A. NOTICE OF DEED RESTRICTIONS Th~ 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 po~tions of the "Cohtractor Sections" of this ~pplication 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 indica~ion 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. Appli~ation 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 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 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 b~ requeste~ in writing to the Building Official. An approved inspection must be logged durlng each SlX 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". IJU4U X &~JivJ) 1f~ SIGNATURE: OWNER OR AGENT SIGNATURE: CONTRACTOR acknowledged , 2~ STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____day of by STATE OF FLORIDA;::5; z..-Z> COUNTY OF ?I! ~ The foregoing instrument was Before me this _____ day of by acknowledged , 20_ (name of person acknowledged) Owho is personally known to me, or (name of person acknowledged) C1ho is personally known to me, or o who has produced (type of identification) and whoO did Odid not take an oath. o who has produced (type of identification) and who Odid []did not take an oath Signature of person taking acknowledgment Signature of person taking acknowledgement Name typed, printed or stamped Name typed, printed or stamped