The URL can be used to link to this page

Home My WebLink About23-6751City of Zephyrhilis 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) Lei it.... BGC-006751-2023 Issue Date: 09/06/2023 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 that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. ILVAL Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PEfIT OFFICEU 124 0-642-*A L ftiffm, :a a 0 L 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 () Building Department Date Received F_ Phone Contact for Permitting Owner's Name E Owner Phone Number 40423 AIR TIME AVE, EPHYRIFILLS, Ft.. 33542 Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address 1 JOB ADDRESS �1.123,111 TIME AIINIE, IIIHYIIIILLS, IL 33542 LOT # SUBDIVISION PARCEL I D# 18-26-22-0010-04400-' , 0 10 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTIRF-1 ADD/AILT SIGN DEMOLISH INSTALL [::] REPAIR PROPOSED USE SFR F__] COMM OTHER TYPE OF CONSTRUCTION BLOCK F—] FRAME STEEL Install 60" x t20" ACM sign on the side of the building. DESCRIPTION OF WORK BUILDING SIZE I = SQ FOOTAGE HEIGHT k k k k x k x x t k k x k AL k IL k k � E It I x x x x x x V t k k k t C E t IL WE rt WE It k k k k t t x k x W t x t k III k fi x t t k t t =BUILDING $ 97500 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL =PLUMBING =MECHANICAL =GAS ROOFING FINISHED FLOOR ELEVATIONS AMP SERVICE PROGRESS ENERGY = W. R, E. C, VALUATION OF MECHANICAL INSTALLATION 4r SPECIALTY = OTHER FLOOD ZONE AREA =YES NO lid BUILDER COMPANY SIGNATURE REGISTERED Y/N FIE CURREN I Y/N Address 1009 E CountryHighlands Or, Floral City, FL 34436 1 License # I E811111211 ELECTRICIAN COMPANY = SIGNATURE REGISTERED LILNj FEE CURREN I Y/N Address I License # PLUMBER COMPANY SIGNATURE L REGISTERED Y/N FEE CURREN LILN J Address License MECHANICAL COMPANY = SIGNATURE REGISTERED L_ILIN _J FEE CURREN =/N Address I License # OTHER COMPANY I SIGNATURE REGISTERED L_Z_LN ] FEE CURREN L_ILN_j Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans-, (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 subdivisions/large 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, Stounwater Plans wl 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 $7600) 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" restrictions" 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 —Homeowner's 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 Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment, Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Alterinc 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 WITH YOUR LENDER OR AN ATTORNEY BEFO CORDING YOUR,(�O,�ICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT NTRAGTOR Subscribed and sworn to (or affirmed) before me this / ` Subscr bed and sworn (or ed) befo e this by by :' e-W Who is/are personally known to me or has/have produced o is/are personally known to me or has/have produced as identification. S% l 1 as identification. Notary Public Commission No. Notary Public Commission Name of Notary typed, printed or stamped Name t ad, pprinttged or stamped 4rPYe % {mlNtd ' SAY EATS COMMir Won # 430664 4: 9bF F qp,ExPlfes August 7, 2027 40423 Air Time Ave, Zept ills, FL 33542 ANCHOR SCHEDULE ` =.1PAC,0NrG WALL MATERIAL ANCHOR TYPE 1/4"THREADED RODS WITH MIN ----NOT-- 2" EMBED IN ADHESIVE -APPLICABLE- 1/4" TAPCONS (OR EQUIV) WITH MIN(15) CONCRETE (3ksi) or HOLLOW MASONRY 1.75" EMBED TOTAL 1/4" EXPANSION ANCHORS WITH MIN (8) 2.5" EMBED TOTAL MIN (12) 1/2" PLYWOOD 1/4" TOGGLE BOLTS TOTAL 1/4" WOOD SCREWS, FULL EMBED MIN (16) (NO ACCESS BEHIND) TOTAL METAL STUDS OR H14 METAL SCREWS TO MIN 18ga MIN (12) METAL PANELS STEEL OR 0.090" ALUM TOTAL HOLLOW WALL 1/4" THRUBOLTS OR LAGS TO MIN(8) (BLOCKING BEHIND) SOLID BLOCKING BEHIND TOTAL TYPICAL - Section Detail *--Fasteners GENERAL CONTRACTOR ASCE 7-16 WIND LOADS: • Sign Height = 30 ft max Wall components & cladding: • V=140 mph • Exposure'C' • Kzt=1.O, Kd=0.85, G=0.85 Zone 4:± 27.6 psf Risk Category 2 Structure • ASD Load Coeff = 0.6 Zone 5: ± 35.2 psf Digitally signed by Christian Langley Date: 2023,07.21 13:55:33-04'00' ''.'~.. DE��IGN CALCULATIONS FOR REVIEW CITY OF ZEPHYR H----- BUILMG[]FFICl/\ 4��W�� m�m��o�� VNIALL-MOUNTED SIGNS 40423 Air Time Ave— ZephyrhiHs 1. Design binaccordance with the Florida Building Code 7thEdition (20Z0 for use within and outside the High Velocity Hurricane Zone (MVHZ). Z. Wind loads have been calculated per the requirements ofAS[E7'1Sas shown herein. 3. These engineering calculations pertain only tothe structural integrity of those systems, components, and/or other construction explicitly specified herein and/or inaccompanying engineering drawings. The existing host structure (if any) isassumed tobeingood condition, capable ofsupporting the loaded system, subject tobuilding department approval. Nmwarranty, either expressed nrimplied, 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|nrembeddedincnncrete shall beprotected asprescribed inthe 2015Aluminum Design Manual, Part1. Steel components incontact with, but not encased in, concrete shall becoated, painted, o/otherwise protected against corrosion. 7. Engineer seal affixed hereto validates structural design as shown only. Use ofthis specification bycontractor, et. Al, indemnifies and saves harmless this engineer for all costs & damages including legal fees & apeUatefees resulting from deviation from this design. This item has been digitally signed and sealed uvChristian Langley pc Digitally signed by nnthe date adjacent mthe seal. Christian Langley Printed mn/e, of this document Date:2O23.07.2l are not mnmuemu signed and 13:55:45-0400' sealed and the signature must be vermeaunanve/ectmn/cmn/es Index: Pgz Cove, puz Wind Loads Pg 3 Anchor Design 67382 zoz mp�e�*wv waoo "° ' _ Sec�� /S CALCULATIONS FOR VVALL-MOUNTED SIGNS " �n �� easyseatr.com ASCE 7-16 Design Wind Loads WALL -MOUNTED SIGNS B u i I d i n g S p� - V= 140rnph Exposure -e. Calculations a= 9.5 Kd= 0.85 zg = 900' Kzt = 1.0 Gcpi = 0 Ke = 1.0 A= 10sgft �,{suz4trvzautaa.33r:1ti a�rtu ~ems, tenatlaa tt rs..z� 3mq,,sa,�iszsau;rx{svnt; 140 � WALL MOUNTED SIGNS b kYnll`ua `Ys+.Q ££ Ual,:i':3eSC1GPst&U'akhY�@its}?1U'iYn1i11S65„.U1�3vt,'YS4Z(5�`S"{`,n+i?�3 `lssk ASD WIND PRESSURES SIGN CENTER CORNER HEIGHT' (Zone 4) (Zone 5) gz 15 ft 23.9 psf 30.4 psf 21.7 20 It 25.4 psf 32.3 psf 23.1 25 ft 26.6 psf 33.9 psf 24.2 30 ft 27.6 psf 35.2 psf 25.1 35 ft 28.6 psf 36.4 psf 26.0 40 ft 29.4 psf ; 37.4 psf 26.7 45 ft 11 30.1 psf 38.3 psf 27.4 50 ft € 30.8 psf 1 39.2 psf 28.0 � 55 f t c E .4 f 40.0 31 psf psf 2$.6 60 ft 32.0 psf - 40.7 psf 29.1 70 ft zl 27.0 psf 54.1 psf 30.0 80 ft 11 27.8 psf 55.6 psf 30.9 f = 90 ft 11 28.5 psf 57.0 psf 31.7 100 ft 29.1 psf 58.3 psf 32.4 110 ft 11 29.7 psf 59.5 psf 33.0 Y 120 ft 303 psf 60.6 psf 33.7 130 ft 11 30.8 psf 61.6 psf 34.2 140 ft ; 31.3 psf 62.6 psf 34.8 y 150 ft 31.7 psf 63.5 psf 35.3 175 ft 32.8 psf 65.6 psf 36.4 200 ft 33.7 psf 67.5 psf 37.5 250 ft 35.3 Rsf 70J psf 1 39.3 Page 2 "OF X a , I V'Vall cSign Anchor Design Structure Dimensions & Loading Design wind pressure: Sign type: Sign size: CAI-CULATIONS FOR V"VALL-MOUNTED SIGNS P = 35.2 psf Sign Panel A = 50.0 sqft (entire panel) Wall material: Metal Anchor type/size: #14 SMS Ref: Min 18ga studs (grd 33) or 0.090" 6063-T6 Min Embedment: Full Min edge dist: 0.75" Min Spacing: 0.5" Anchor tensile capacity: Tcap = 152.0 lb (per anchor) Check Anchors for Pullout Total Reaction: Rt = 1759 lb No. of anchors req'd: n = 11.6 total anchors Total anchors required: 12 total anchors balanced over panel OK, typical anchor option shown, Limit to min (12) totaL Ref anchor schedule for other and"wr options, Page 3