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Home My WebLink About25-9311pxw:,!� 11". ern City of Zephyrhills PER 1"Numse"R 5335 Eighth Street Zephyrhills, FL 33542 BGC-009311-2025 Zephyish"His Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 02/07/2025 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. 11111111111111111,11T14111 1179119 !!1 111 111 111 !1111 1 1 pill III III III I 111 1 111 1 23GMESZIZI�� 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. 4 OFFICE PE I CONTRACTOR SIGNATURE T PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION 813-780-0020 City of Zephyrhills Permit Application Pax-813.7E10-0021 0` Building Department Date Received Phone Contact for Peel€tin 6 1 �t � a0 It S Owner's Name y nor Phone Number Owner's Address A Owner Phoney Number Fee Simple Titleholder Nerrut Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS LOT is SUBDIVISION PARCEClDP�TM WORK PROPOSED c€�wsTR PoSTAINSO FROM PROPERTY TAX NOTICE) ADD/ALT �� SIGN El INSTALL � DEMOLISH REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL j� DESCRIPTION OF WORT{ BUILDING SIZE SO FOOTAGE _._ L____- HEIGHT BUILDING �^� VALUATION OF TOTAL CONSTRUCTION ELECTRICAL S e AMP SERVICE PROGRESS ENERGY W,R,E.C. t....,_iPLUMBING 5 MECHANICAL F VALUATION OF MECHANICAL INSTALLATION =GAS � ROOFING � SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO mm BUILDER � COMP Y SIGNATURE E REGISTERED Y i Pd cEc naE A�N-= Address . License tY ELECTRICIAN 8 1 COMP Y � �� w SIGNATURE I GlsreR o rEFeuRz r � N _s Address LK-al _ License # \ � PLUMPER COMPANYE; SIGNATURE t Rfi:GiSYERE Y ;N,;; EE cuon,. Y r N .. Address rym� License MECHANICAL COMPANY SIGNATURE REG15TERrt) Y } N sEe 7,—Z1—,u Address License tl OTHER _ COMPANY EL -SIGNATURE E EsrEaEo IN vEcu=^, ea Y! v� Address _ _ LICt3rse RESIDENTIAL Attach (2) Plat Plans, (2) sets of Building Plans: 0) set of Energy Forms; R-O-W Permit for crew construction, Minimum ten (10) working days after suamrtial date. Required onsite, Construction Plans, 5tormwater Plans iv' 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 now construction, Minimum ten (10) working days after submittal date. Required oimlw, Construction Plans, Stormwater Plans wT Silt Ferree installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. Ali commercial regixement5 must meet compliance SIGN PERMIT Attach (2) seta 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, s Notice of Commencement Is required. (A/C upgrades over $7500) Agent (for the contractor) or Power of Ahcrntry (For the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Refoofs if shingles Sewers Service Upgrades A/C FeRcos (Piottsuaveylpootagea) Driveways -Not over Counter if on public- roadways -needs ROW 813-78 020 City of Zelghyrhills Permit Application Fax-813.7 0021 Building CMaparmaent NOTICE OF'DEED R TRICTIO : The and fined understands that this Foresit may be Subject to °de rest owns" which maybe more restrictive than County regulations. The undersigned rediumes rssporrsibli ty for compliance with any applicable d t ope na. UNLICENSED CONTRACTORS D CONTRACTOR R RSf #t.ITIE$: If the owner has hired a contactor or contractors to undertake they may be reguirod to be licensed In accordance with state and toot regulations. If the contractor Is not licensed as required by law, both the owner and contractor may be cited for a misdameanar violation under itspriaw, 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 —1-wensing Section at 727-847- 8009. Furthermore, If the oevner has hired a contractor or contractors,. he Is advised to have the coffi or(s) sign burdens of the 'contractor B " of this application for which they will be responsible, It you, as the owner sign as the contractor, that may be an indication that he Is not property licensed and is not entitled to pemsltfing privilogarr in Wasco County, TRANSPORTATION IMPACT)ILITILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse putatively Fees may apply to the constriction of now buildings, change of use In existing buildings, or expansion of existing buildings, as specified In Pasco County Otdinance number 8t3 ta7 and 07, as amendectThe undersigned also understands, that such fees, as may be due, wst be Identified at the time of pasmftfing. it is further understood that Transportation Impact Fees and Resource Recovery Fees most be paid prior to receiving a "comfloate of oodupancy" or final power release, if the preject does not Involves candidate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, If Passim County WaterfSawer Impact fans are due, they must be paid prior to permit Issuance in accordance with applicable Pa County ordinances, CONSTRUCTION LIEN YF (Chapter°713, Floods as ended): If vsaWation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided Win a copy of the "Florida Construction Liens La s Protection Guide" prepared by the Florida Department of Agriculture and Consumer ,Affairs, If the applicant Is someone tether than the "Owner°, I certify that I have obtained a copy of the above described document and promise In faith to deliver it to the `owner" prior to c Wren ment, COOT ACT SIOWNIA'S AFFIDAVIT: i certify that oil the Information in this application is accurate and that all work Mill be done in oomphante with all appiicable laws regulaling 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 ties commenced prior to Issuance of a permit and that all work will be performed to moot standards of a)i lam regulating construction;County and City codes, zoning regulations, and land devek Wont regulations In the Jurisdiction, I also certify that I understand arse the regulationsof other govornment agencies may apply to the intended , and bast it is my responsibility to idordify what actions I must take to be In compliance. Such agersc€es irsclude but are not timttsd to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayboads, Wetland Areas, Altering Watercourses, Army Corps of Engineers -Seawalls, Clocks, 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 fotiowtng 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 $lane 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 stern 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 peareging conditions set forth in this afficovit prior to commending construction. I understand d 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 shaft he construed to be a iitanso to proceed with the work and riot as authority to Violate, cancel, alter, or set inside any provisions of the technical codes, #nor shall issuance of a permit prevent the Building Official from thereafter requiring a erection of errors In plans, construction or vitiations of any codes, Every permit Issued shall become Invalid unless the work authorized by such permit is commenced within six months of pernnit issuance, or if work authorized by the permit is suspended or abandoned for a period of sb (6) months after the time the work is commwnced, An extension may be requested, in writing, from the Building Qtficaal for a period not to excess ninety (90) days and will demonstrate iustiftable cause for the extension. if work ceases for nlrsaty (90) consecutive days, the job is considered abandoned, rMvtYndlt"ti .3UTVt1 tr^,2r, 'ant,v.�j OWNER OR AGENT � CONTRACTOR. =bad and a t cram before me this b ribed and to or affirm fill fore me this yitbg islare pomonaily k tcs me or has/have produced talc is{aro r�nown to me or has/have produce identification. _-_ _ ee identification. w__Nofary Public Notary public amrnission Rio, w Commission dJ�me a Rlzstary tYPe , printry or stem Pdame tart pant on starr+ped STEPHANIE R, KELLEHER tlm vPy� e r STEPHANIE B. KELLEHER °* MY COMMISSION # HH 311493 MY COMMISSION # HH 311493 EXPIRES: October 22, 2026 � o EXPIRES: October 22, 2026 Facilities Management & Environmental Services Exterior Signing Lynn Beaver, Project Manager Re: Conviva 7745 Gall Boulevard Zephyrhills, FL 2608 SE J Street #5525 Bentonville, AR, 72716.0545 Phone: 479-277-9516 Fax: 479-273-1961 To whom it may concern, Please accept this letter to allow INTERNATIONAL C & C CORP, DBA SIGN X- PRESS to pull permits and install signs for the above -listed location. If you have any questions, please feel free to give me a call, IMEM 4_ 36111 (5wner Sal -I State ofFlorida County of NEM23MUDWE M CRYSTAL UPHOFF Notary Pubhc-4�kflnsas Benton courkty 10 10.10-2026 I 1. Description of property (legal descripdon:) -w-u—n-Num ot-A—wo %"WTI ItuaKcIr a) Street Address: 7745 Gall 01,. Zop"Ikk FL 33UI 2. General description of improvements SID-go 3. Owner Information a) Nam and address: C-Ava 71145 OWI M4 Zeftftl% K 33541 b) Name and address of fee simple titleholder (if other than owner) Mmartswes Sam LP PO Soxem smww* AR "716 c) Interest in property 4. Contractor Information a) Name and address: Sign XPMn IMI CoM St, Ssmtwfo, FL 33777 b) Telephone No.: 9414214313 Fax,No. (Opt.) 5, Surety information a) Name and address: b) Amount of Bond- c) Telephone No.: Fox No-. (OP 6. Lender a) Name and address- 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served; a) Name and address- b) Telephone No.: Fax No. (Opt.) 8. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713J3(l) (b), Florida Statutes: a) Name and address- b) Telephone No.: Fax No. 9. Expiration date of Notice ofCommencement (the expiration date is one year from the date orrecording unless a different date is specifled): [949999= W-WIM"N SX01,91'A"hill 4, 1 Personally Known V OR Produced Identifleation Type of identification Produced A:41641JW6net 7D —4 1 (type ofauthority, eg., UMMM1=1 Verification pursuant to Section 92.S25, Florida Statutes. Under penalties of podury, I declare ifiR I haNv- read the foregoing and that the thets stated In it am true to the best of oW knowledge and belief. FOMISINOC t"400? CRYSTAL Not'lly on Public- rkansas BentCounty It GxPkes 10-10-2028 CVrnmisalgo-0, 12361036 Seats easyseals.com IM, 7745 Gall Blvd — Zeph-yrhills Wind loads have been calculated per the requirements of ASCE 7-22 as shown herein. These engineering calculations pertain only to the structural integrity of those systems, components, and/or other construction explicitly specified herein and/or in accompanying engineering drawings. The Index: existing host structure (if any) is assumed to be in good condition, Pg I Cover capable of supporting the loaded system, subject to building department Pg 2 Wind Loads approval. No warranty, either expressed or implied, is contained herein. Pg 3 Anchor Design 4. System components shall be as noted herein. All references to named components and installation shall conform to manufacturer's or industry specifications as summarized herein. 5Where site conditions deviate from those noted herein, revisions may be 011111111st" Engi '�'U teal valid required or a separate site -specific engineering evaluation performed, 6. Aluminum components in contact with steel or embedded in concrete 'P shall be protected as prescribed in the 2020 Aluminum Design Manual. No. 6 Steel components in contact with, but not encased in, concrete shall be coated, painted, or otherwise protected against corrosion. e 0 7. Engineer seal affixed hereto validates structural design as shown only. Use of this specification by contractor, et. A[, indemnifies and saves 30 harmless this engineer for all costs & damages including legal fees & Ch # 67382 apellate fees resulting from deviation from this design. Ea Molls t # 31124 1200 N Federal Hwy, #200 Boca Raton, FL 33432 Easy Seals,com Page 1 seats easymKcom ASCE 7-22 Design Wind Loads WALL -MOUNTED SIGNS Building Specs V = 140 mph Basic wind speed (Vult) ASD Load Combo Coeff: 0.6 Exposure C Risk Category: 11 <-Tornado load evat not reqd Ae = N/A Effective plan area (sqft) \fT = N/A Tornado speed (Vult) VT/V = N/A Calculations a= 9.8 3-sec gust speed power low exponent Kd = 0.85 Directionality factor z, = 2460' Nominal ht, of atmos. boundary layer Kzt = 110 Topographic factor Gcpi = 0 Internal pressure coeff Ke = 1.0 Ground elevation factor A = 10 sq ft Tributary area Ph - EXP "C" P140 WALL -MOUNTED SIGNS FASD WIND PRESSURES SI G N CENWTER CORUNRERS C Co HEIGHT (Zone 4) (Zone 5) Kh = Kz qz GCp (4) GCp (5) is ft 24.0 psf 30.5 psf 0.85 25,6 -1,10 -1A0 20 ft 25.4 psf 32.3 psf 0,90 27,2 -1.10 4,40 25ft 26.6 psf 33.8 psf O.94 28.4 -1A0 -1,40 30 ft 27.6 psf 0.98 29.5 _1J0 -1.40 35 ft 28.5 psf 36.2 psf 1101 30,5 -1,10 -1,40 40 ft 29.3 psf 37.3 psf 1,04 31.3 -1.10 -1.40 45 ft 30.0 psf 38.2 psf 1.07 32A -1,10 -1.40 so ft 30.6 psf 39.0 psf 1.09 32.8 -1,10 -1A0 55 ft 31.2 psf 39.8 psf 1,11 33.4 -1.10 -1,40 60 ft 31.8 psf 40.5 psf 1.13 34.0 -1.10 -1.40 70 ft 26.8 psf 53,7 psf 1,17 35A -0.90 -1.80 80 ft 27.6 psf 55.2 psf 1.20 36.1 -0,90 _180 90 ft 28.3 psf 56.5 psf 1,23 36.9 -0.90 _1,80 100 ft 28.9 psf S7.7 psf 1.25 37.7 -0,90 -1,80 110 ft 29.4 psf 58.9 psf 1,28 38.5 _0,90 -1.80 120 ft 30.0 Psf 59.9 Psf 1,30 39.2 _0.90 -1.80 130 ft 30.5 psf 60.9 psf 132 39,8 -0,90 -1,80 140 ft 30.9 psf 61.8 psf 1,34 40.4 -0,90 -1.80 ISO ft 31.4 psf 62.7 psf 136 41.0 -0,90 -1.80 175 ft 32.4 psf 64.7 psf 1,41 42.3 -0.90 _1,80 200 ft 33.3 psf 66.5 psf 1 1.44 43.5 -0.90 -1.80 250 ft 34.8 Psf 69.6 Psf 1,51 45.5 -0.90 -1,80 zM seats t-, ris Wall Sign Anchor Design Design wWind pressutir Sign type. Sign size: Wall material Anchor type/size Raceway h= 123 inches (height) Masonry {AST M C90, 1,500 psi min) 1/4" Tapcon Ref: ITW Tapcon, catalog Min Embedment: 1" Min edge disc: 4" Anchor tensile capacity: Tcap = 125.0 lb (per anchor) Check Anchors for Pullout Total Reaction: Rt = 36 lb/ft = P*h (along raceway) Anchor spacing req'd S = 83.7 in O.C. - = (2*cap)/Rt Pairs of anchors at 84 inches on center (max) 7 feet on center OK, typical anchor option shown. Limit to pairs at 48" O.C. max. Ref anchor schedule for other anchor options. RIM *%NN LA Its Par* Wt S I G CNK. ?2?N3ft2Y %. Main ID - Linear Custom DE - FaMI OP - Installation maintenance 16 5Tube,PaWr46-'"CaroIStream - 111inois60188 Tel/630-5j-�*`G F�gWBGP74 SIGN TYPE Face -lit Channel Lettering LED ER, w w p a SRI 0 TU illumination. 0 Do NA o, A fR2LECT. of M 10 COLORS TO MATCH ra < RGD-02: White Acrylic entor M 2 8� con=4�1,� Prim*ary Ca WHITE _ SPECIFICATIONS ES-LFB-1.2 A B C SQ.FT. Conviva - 6960 CD "C" Conviva "C" Care Center Overall Width 7745 Gall boulevard 3:m- 5" deep fabricated 0.40 std CNVS-20-W-S-fro M - Ze,phyl-hillo, FL 33541 black coil channel letters with 121/4 121/4 27� 0" 27.56 cinched 0.63 backs CUSTOMER APPROVAL: DATE 0 00 co #2447 white acrylic faces with I" std black trimcap. I'D AUTHORIZED SIGNATURE _nqp 1-51 BE= S All letters internally illuminated IE `,`TENEA'S ,kE�1, 0 1215 SPACED QTY or REPRESENTATIVE 0 z5z W44"ikIl sPAaNG with white LED lighting. Z C Houoe/JK/JK 1/4' THREADED RODS WITH MIN no 2" EMBED IN ADHESIVE DRAWN BY 011, CONCRETE (3ksi) or 1/4- TARCONS (OR EQUIV) WITH PAIRS AT HOLLOW MASONRY 1.75" EMBED 48"0,C. 1/4" EXPANSION ANCHORS WITH PAIRS AT DATE bill Marlow Raceway - Fabricated aluminum painted one color 2.5" EMBED 48" D.C. PAIRS AT _ (5.09.24 X PL DOD 1/4- TOGGLE BOLTS 48'0.C. SCALE (No ACCESS BEHIND) 1/4" WOOD SCREWS, FULL EMBED PAIRS AT POWER 'Ike, 48" D.C. NTS Ln 120V/277V Class 2 Self Adjusting METAL STUDS OR #14 METAL SCREWS TO MIN 18ga PAIRS AT SHEET NO. c: Power Supply. 60W 12V Single U 48'0.C, -0 Phase, IETAL PANELS STEEL OR 0,090' ALUM - 1 -0 0 Phase, installed per NEC Code HOLLOW WALL 1/4' THRUBOLTS OR LAGS TO IRS AT 2 of 10 Book. All wiring bonded and (BLOCKINGBEHIND SOLID BLOCKING BEHIND 81, Ok — U — ESTIMATE / JOB NUMBER its a grounded. 15452 SPECIFICATIONS FILE NAME CL (1) Trim Cap W/Retaining Screw lompuy HUM15452 E 44 0 f 2 1 3/16" Plex Face LRID A BUILDING 0 10 ELECTIP,1C CODE (3) LED Illumination (Alight T r;lIs REVISIONS: :X 0 F 'ZIEPI-Y R H I L .105 Sloan / Sylvania) if MIN (3) #10 SMS (4) Aluminum 0.63" Backs PER LETTER — — 6 2 .040" Return (5) Mounting Hardware 3 .6 e () 0srarn Power Supplies General LED Advance (7) Disconnect /Toggle Switch 5 2 if (8) Extruded Aluminum 6 0 Raceway 4 2 7 RACEWAY MOUNTED VARIATION All power supplies located inside raceway. Access required 8 during installation and future maintenance, 0. E 0 > UX 4A a 0 .1 ui 0 %J z General - Design is in accondince with the requirements ofthe Fla BWg Code ft Ed (2023) foruse within &outside the flighVelocity HuricaneZone (HVHZ). -This engineering certifies only the structural integritlEafthose"ems, components, and/orother construction eVlk* spedfied herein. - Rectfical notes, details, &specifications are provided by and are the sole responsibility oftheelectrical cordwor, No electrical review has been performed and no(ffftatim Irfsuch IS mtenvled.- Structural design meets requirements ofACI 318-19, AISC 360-16, Allifill-20, & RDS-18, Notes: as applicable. - Steel components shall be coated, painted, or otherwise protected against corrosion per FIX Sec 2203.2/2222.6. - Alum components in contact with steel or embedded in concrete shall be painted or protected as prescribed in ADMI-20(la), or plastictneoprene spacers provided. - All exposed fasteners shall be S.S. or have a protective coating for corrosion protection. - All welding shall comply with AWS requirements. - Steel welds: E70xx electrodes. - Aluminum welds: 4043 filler alloy. - Alum extrusions: 6063-T6 or stronger, U.N.D. Parvin-clauss S I C N C 0 M P A N 'y coo) VIVA Primary ca Com/ma - 6960 7,745 GAI boulevard /cphyriv6h5, FL 33541 CUSTOMER APPROVAL: DAU AUTHORIZED SKNATIARE7 Houc,e 1 jK,,'jK DRAWN BY Dill KiHow DATE &09,24 SCALE NTS SHEETNOI 1 of 10 15452 FILE NAME HUM15452 REVISIONS. i 4 8 —w—d . a " J-0 -411Y P-1114- "I-' *- (--14""y 8V "p— f,— -Y �N,nf c�w, ight 2024 fy I— Sip C-., uxW-- i —i--,rd O.r— —q- i —p-y, ttotC, a�er sg— 4", W- -,,uc-st If 'as- Sign ( This sign is iWmkxf to tx, iwalled x gh she Alficke (Mof 6W Nm LAmm-1 %cji cod . Th,, p'of— gy—fi,,g "'0