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Home My WebLink About23-7176Zephyrhills BGC-007176-202it p 3 Issue Date: 02/21/2024 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property thati may be found in the public records of this county, and there may be additional permit required from other government I entities such as water management, state agencies or federal agencies. "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." accoZnce with City Codes and Or inances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. T TRACTOR SIGNATURE OFFICE PET PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 An Building Department Date Received Phone Contact for permitting �( 813 850 3618 *I tic 1, 1 EEX3E= COMMUNITY NATIONAL BANK OF PASCO Owner's Name t3 1 1 * * Owner Phone Number Owner's Address I PO BOX 1287 ORANGEBURG, SC 2$ Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS6930 GALL BOULEVARD, ZEPHYRHILLS, FL 33542 LOT # SUBDIVISION PARCEL to# 1 02-26-21-0010-00800-0050 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT INSTALL REPAIR PROPOSED USE SFR Comm TYPE OF CONSTRUCTION BLOCK FRAME DESCRIPTION OF WORK SIGN M DEMOLISH OTHER STEEL fh BUILDINGSIZE SQFOOTAGE = - HEIGHT XV xx x It X ilLk X kk'ixxx1L kt-.kkW_ it EILIL W_xx1LW_ Xix x x I FX__1BUILDING $ 120000 I VALUATION OF TOTAL CONSTRUCTION [K]ELECTRICAL =PLUMBING =MECHANICAL =GAS ROOFING FINISHED FLOOR ELEVATIONS I== AMP SERVICE PROGRESS ENERGY W,R.E.C. VALUATION OF MECHANICAL INSTALLATION jf SPECIALTY = OTHER FLOOD ZONE AREA =YES NO BUILDER COMPANY Superior Property Solutions SIGNATURE REGISTERED Y/N FEE CURREN L= Address 7009 E Country Highlands Dr, Floral City, FL 34436 1 License# [ES12002205 ELECTRICIAN COMPANY Superior Property Solutions SIGNATURE REGISTERED L y LIN FEE CURREN i j Address 7009 E Country Highlands Or, Floral City,License # PLUMBER COMPANY SIGNATURE REGISTERED CURREN Address License # MECHANICAL COMPANY SIGNATURE REGISTERED L_Y_LN _J FEE CURREN y IN Address License # OTHER COMPANY = SIGNATURE REGISTERED Y/N FEE CURREN I T/N Address License# RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms, R-O-W Pennit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 clumpster, Site Work Permit for subdivisionsAarge projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page, (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (Aic upgrades over $7500) ** Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" resfinctions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions, 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 Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowners Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify 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. 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, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government 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 Protection -Cypress Fayheads, 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. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill Use of fill is not allowed in Flood Zone "V'unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. 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 codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension, If work ceases for ninety (90) consecutive days, the job is 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 FLORIDA JURAT (F.S, 117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to (or affirmed) before me this S b 'bed and sworn to (or ae etacnthis by by Who is/are personally known to me or has/have produced IRjsNFperson ly kRo i to me o&s/have produced "C as identification, t C M< as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed, printed or stamped Name of Rotary typed, printed or stamped % A B I y "T r, It ,mv,xw$ Par,,.,et HE-', ;Z 6,10),o For MiTen, Addmn 69330 G a Bcludlevz (11 Sm Z& C ode Zephyrhys, FL. 33§42, ht t Fo ,vbmn il, nrl""y QOI)Qc�'F: As the own of the above YeAn-enced pnTeMy 1 hmohl awhOdw SuPwkw 1"MY 'Am "s U) WO bv PUDA," and to inmull Agnage at Gs jwopcny (o p WON Owlwc, %am, (41 . Sane Q Owe 'reWphNiv Won No 044TV 1 M Ol 1`7 Wag ps" Sao of Foride 1, Susan Turner ' Comrojoon YHH 253008 met It,= E p. 41=6 Front -lit LID D (hannel Letter Raceway Mount 4 4, 4# Litt g 7u} I: lop ed eat 124 at ,.r< a cap G. Fate-Acry Gc ,. LED: 11karillaticataorta .-• .- 8A,,k, 40 Aft aa,num R x Y C! f R n, 3- p tPly N w v- 0# Alt ix ._ Bottom a, ¢ ,4.. Dia Map stoles 121 \nrftc d sa. �I r . "2cts: All - i 'vies all shall ke aralf,d Lime, Light tfae� 1x TYPICAL - Not To Scale -'IS" Used as a Sample NCHORSCHEDt)LE ALL MAtf.RiAt ANCHOR ttPE qN or SFA<ING CONCRETE(34ss1 or HOLLOW M,,Day 1/2"PtYWOOp (NOACCE<S OEHND( 7 T eE tED RODS WCH Pdto 1' EMBED 1.ADHESIVe ;Ji 1 i&i1C48LE-:t L - -InTo(Ca io"JA WTH n7 FMBED 2A�5 8(.-C Id EXPANSION tacl WTTII IS"EMBED VA TOGGLE BOLTS PAIRS AT 4F"OC 1/4" WDOD taREMPI, FALL EMBED OC FEALSTUDS /PANE6 W WALL +BLOCKNG SCRNJSTO MIN 18 aSTE- R) M J Ss4 -T_,Dtt, ORIAGS TDSOLID BLO cli LIDne 8 0 RS ii8 O ASCE 7-16 • V=140 mph • Risk Category 2 Struct Sign Freight 30 It max Wail components & cladding. WINDLOADS: •ExposurnC •ASOLoad Coeff 0.6 •Kzt=1.0, Kd-085G 0.85 •Zone4:±27.6psf •Zone5:±35.2psf l Es gn Length 1 CE n t-ieE It 17 2" Sign C)epth Lletter Length 6.5 Letter Height _ 12.1 i Letter Depth _ ' _ 4' _ I Can Length �— 22 Can Height 16.8" Can Depth _-4 a Can Length _ _-� 95.7 —a Can Height 172 Lan Depth.-- - --L- -- -- ---' [Raceway Lengfi_h 1792' Raceway Height _. �_ 7„ Raceway Depth — 4„ LLED L --- , AcrylGc Face. White -- 3116" Acrylic, { Jewelite Trim; White and Painted Sono = A v — o a� or _ X E a 1200 N Federal Hwy, 4200 Christian Langley',,, Baca Raton, FL 33432 Florida PE N67382 1 1-888 371-3113 Cert of Auth 431124,-� .'.~.~~ Ilk, __`_______ \,'/LVV DESIGN CALCULATIONS DG PERRY CPA'S WALL -MOUNTED SIGNS 1. Design binaccordance with the Florida Building Code 7thEdition (2O2O for use within and outside the High Velocity Hurricane Zone (HVHZ). 2. Wind loads have been calculated per the requirements ofA5CE7'16as shown herein. l These engineering calculations pertain only tothe structural integrity uf those systems, components, and/or other construction explicitly specified herein and/or in accompanying engineering drawings. The existing host structure (if any) isassumed tubeingood condition, capable ofsupporting the loaded system, subject tobuilding department approval. Nowarranty, either expressed orimplied, iscontained herein. 4. System components shall beasnoted herein. All references tonamed components and installation shall conform tomanufacturer's orindustry specifications as summarized herein, 5, Where site conditions deviate from those noted herein, revisions may be required or a separate site -specific engineering evaluation performed. 6. Aluminum components incontact withstee|orembeddedinooncnete shall beprotected asprescribed inthe ZU15Aluminum Design Manual, Part1. Steel components incontact with, but not encased in, concrete shall becoated, painted, orotherwise protected against corrosion. 7. Engineer seal affixed hereto validates structural design asshown only. Use ofthis specification bycontractor, et. Al, indemnifiesand saves harmless this engineer for all costs & damages including legal fees Q apeUatefees resulting from deviation from this design. This item has been digitally signed and sealed uvChristian Langley ps Digitally signed by onthe date adjacent mthe seal. Christian Langley p«»teu wv/e, of this document Date:202Il0.27 are not considered uooeu and 10:06:29'04'00' sealed and the signature must be verified voany electronic copies. Index: Pgz cover puz Wind Loads pus Anchor Design [h 67382 Easy Auth#3ll24 zumwFederal Hwy, wzoo — �o�� aoonmoo'p�sa �� sV~/�u/�.onm Page 1 ASCE 7-16 Design Wind Loads WALL -MOUNTED SIGNS Building Specs V = 140 mph Exposure C Calculations 9.5 j zg = 900, Gcpi = 0 CALCULATIONS FOR WALL -MOUNTED SIGNS Kd = 0.85 Kzt = 1.0 Ke = 1.0 J A = 10 sq ft v 140_!]Mb -- EX "C" g WALL -MOUNTED SIGNS ASD WIND PRESSURESIR SIGN CENTER CORNER HEIGHT (Zone 4) 1 (Zone 5) qz 15 ft IF 23.9 psf 30.4 psf 21.7 20 ft 25.4 psf 32.3 psf 23.1 25 ft 26.6 psf 33.9 psf 24.2 30ft 1 27.6 psf 35.2 psf 25.1 35 ft 1 28.6 psf 36.4 psf 26.0 40ft 29.4 psf 37.4 psf 26.7 45 ft 30.1 psf 38.3 psf 27.4 so ft 30.8 psf 39.2 psf 28.0 55 ft 1 31.4 psf 40.0 psf 28.6 60 ft iz 32.0 psf = 40.7 psf 29.1 70 ft 27.0 psf 54.1 psf 30.0 80 ft 1 27.8 psf 55.6 psf 30.9 90 ft 28.5 psf 57.0 psf 31.7 100 ft 29.1 psf 58.3 psf 32.4 110 ft 29.7 psf psf 59.5 psf 33.0 120 ft 30.3 psf 60.6 psf 33.7 130 ft 1, 30.8 psf 61:6 psf 34.2 140 ft 11 31.3 psf 62.6 psf 34.8 150 ft 11 31.7 psf 1 63:5 psf 35.3 175 ft 1 32.8 psf 65.6 psf 36.4 200 ft 33.7 psf 67.5 psf 37.5 250 ft 35.3 psf 70.7 psf 39.3 Page 2 S?CALCULATIONS FOR VVALL-MOUNTED SIGNS (,?c11S myse kcom Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: P = 35.2 psf Sign type: Raceway Sign size: h = 17,2 inches (height) Wall material: Masonry Anchor type/size: 1/4" Tapcon Ref: ITW Tapcon, catalog Min Embedment: 1" Min edge list: 4" Anchor tensile capacity: Tcap = 125.0 lb (per anchor) Check Anchors for Pullout Total Reaction: Rt = 50 1 b/ft Anchor spacing req'd S = 59.5 in O.C. Pairs of anchors at 59 inches on center (max) OK., typical anchor option shown, Limit to pairs at 48" OX, max, Ref anchor schedule for other anchor options, Page 3