The URL can be used to link to this page

Home My WebLink About22-3483City of Zephyrhills 5335 Eighth Street 11111� I 0111 Zephyrhills, FL 33542 BNC-003483-2022 Phone: (813) 780-0020 Issue Date: Fax: (813) 780-0021 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. I N-T-TrMT, 11 7]T--%TZTI TIM M accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. 1A jQZL4yM CONTRACTOR SIGNATURE PE IT OFFICE[) PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION I I'll FAU 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 IMPACTIUTILITIES 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, 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 W" 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. Ell ill En"10MWIN :&VAIM21111170"M0 ".41J11:1 DA JURAT (F OWNER OR AGENT X Subscribed and sworn to raffirmed) before me Who isr/areVersonally know to me or has/have produced as identification. Notary Public Commission No. 014 51)q I Name of Notary typed, printed or stamped 100""� R LISA ALKJRE MY COMMISSION # HH5119 EXPIRES: May 31, 2024 or ]Effl me this Who is/afvb !nnnally known me or has/have produced as identification. Notary Public Commission No. H 14 tl let J Name of Notary typed, printed or stamped a-e "0% T OF fe LISA ALKW My COMMISSION # IIH5119 EXPIRES: may 31, 2024 19E] ► ' a- +' NOTE *Ws jott�r MOO R o Lt f t�rP�c3c ti This letter serves to o6fprises, Inc. doing business as FAZIGNS of Largo, associates perrnission to secure perr�nii(s) to perform sign instalWonts), removal(s) at our a► d and doing business at: I Property Owner Name: STATE O(ef _ COUNTY CIF' � dhis _ cdoy of 2t?_ by ar- F457S61M More than fast. More than signs.' Electdcal Sign Speciolty - FL Stato Ucense# ES112001844 1, Jairus Blouin, license holder for Fastsigns of Clearwater authorize the following people to apply/sign for, drop off and pick up permits under my license number ES12001844 in City of Zephyrhills: This letter will supersede all others. Please ONLY allow the persons listed below: Todd Williams Nya§2-Swinin� Heidi Lucke I also authorize communication for my permits via email or phone call to: Email: per Phone Number: 727-797-1177 I understand I remain fully responsible and liable for all construction performed under my license. License Holder Signature License Holder Printed Name *1q111 0-q 0- � - = - gWVW.AjEM11r'd1m&-j The forgoing instrument was acknowledged before me thislq (A day of D-e-c-ery0r,/7 20,�J,'by &:Jjj'Y'm:& L1Lr)L"-#'PV who is roduced for identification. 4"' � a, .0 VY P`% LISA ALKIRE V Notary Stamp. My COMMISSION # HH5119 %OFOW� FXPIM: May 31,2024 Notary Public Rligl 2731 Gulf to Bay Blvd. I Clearwater, FL 33759 727,797,1177 249( fostsigns.con) www.Fastsigns,com/249 7713 Ulryierton Rd. I Largo, FL 33759 727.275,7775 2 2134,61fostsigns,com 0 www.Fostsigns,com/2134 813-780-0020 City of Zephyrhills Permit Application Building Department Fax-813-780-0021 Date Received I Phone Contact for Permitting Owner's Name L L Owner Phone Number q Owner Phone Number Owner's Address L.) e s Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder SUBDIVISION :PROPOSED NEW CONSTR ADD/ALT (OBTAINED FROM PROPERTY TAX NOTICE) SIGN DEMOLISH R INSTALL REPAIR OSED USE SFR F-] COMM OTHER OF CONSTRUCTION BLOCK FRAME STEEL RIPTION OF WORK rlel"\ %, 1") 1 Arn t- n -i S'(a n ING SIZE L I SO FOOTAGE HEIGHT I 56BUILDING =ELECTRICAL =PLUMBING =MECHANICAL =GAS ROOFING FINISHED FLOOR ELEVATIONS BUILDER SIGNATURE i7_ 1 G%kl tQ Address � 4E P VALUATION OF TOTAL CONSTRUCTION AMP SERVICE VALUATION OF MECHANICAL INSTALLATION SPECIALTY = OTHER FLOOD ZONE AREA =YES NO = W.R.E.C, T-P COMPANY I r C-V ;::> iLJ I ) ik,r -k C (A r- LAJ REGISTERED Y/N 04E CURREN L_y LN License # blUNA I v REGISTERED YIN —FEECURREN L_I_L]N_j AddIs License # PLUMBER E_ COMPANY SIGNATURE REGISTERIC, L_Y_LN _J FEE CURREN L_yLN Address License # MECHANICAL L COMPANY = SIGNATURE REGISTERED J,Y/N FEE CURREN Address License# ... . . ....... . . ....... -OTHER L COMPANY F SIGNATURE REGISTERED _Y2 N _J FEE CURREN Y/N '\.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 onste, Construction Plans, Stormwater Plans wl Silt Fence installed, Sanitary Facilities & 1 dumpster: Site Work Pen -nit for subdivisions/large projects COMMERCIAL 1, Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction-1 Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence insi Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance c P'v SIGN PERMIT Attach (2) sets of Engineered Plans. I -*PROPERTY SURVEY required for all NEW construction. Aiti I I Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (AJC upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) C�i E Driveways -Not over Counter if on public roadways -needs ROW mialousumpign Alvssa Swininciton Todd Williams Guarionex Gil Lisa Alkire Heidi Lucke Email: p njl�ttt�n249�fa-s�tsinscom &Lr M O�= M mININIM�11rdigg X03 LN 1119 1*,?-; 14 & The forgoing instrument was acknowledged before me this i ( day of -L±aLLI 20j4a', by 1 RLCA"'uo — who is persqMjy_knqw�n to me or who has produced for identification. R E 2781 Gulf to Bay Blvd. I Clearwater, FL 33759 727,797,1177 '2 249@fastsigns.com www.Fastsigns.com/249 7713 Ulmerton Rd. I Largo, FL 33759 0 727.275.7775 2134@fastsigns.com 0 www.Fastsigns,corn/2134 Ak�I. A" 4251 MIN 4" SCH 40 STEEL POSTS (A53/B), EMBED TO 6" FROM FOOTER BOTTOM CONCRETE FOOTER OPTIONS (2500 PS • 24" DIA x S'-O" DEEP JAUGERED] 3'-3" SO x T-15" DEEP (SPREAD, WITH 13) #5 BARS EACH WAY, TOP,RQT1 Trulieve Zephryhills 60014 - PROPOSED NEW MULTI -TENANT MONUMENT % Superimposed drawing for a proposed new multi -tenant low profile monument to be fabricated and 6601 Gall Blvd, installed according to code on property at 6601 Gall Blvd. Zephyrhills, FL 33542. Zephyrhills, FL 33542 I Proposed Dimensions: 100"h x 120"w (83.33 SF) General 49.,jecmg,-, 1N1.1h, H hV oc arto ce-tiflesion, hngiruguraltme slems,�,% "Iet�, trucnon explicitly specified' a- �, An -,kt A components hall coated, oc I, no certification f—hi—ten e B at ft 'M 'a"el" &NDS I a I ., It, painted, or ge, h, Notes: d 'd ad. • Stm,tu 61d 1.Z= 3'1 be rame t�.oS s 0' M. 7'ATnexposed fasteners shall be S.S. or have a protective coating for corrosion protection. -Ail welding shall be per AWS req. teal weld 70x, embedded in concrete shall be painted or protected as prescribed in ADMI-1 Sit a), or plastic/neoprene spacers provided. - 'd �Vr z b "D 1 �k s;A U 2! 023 1 4. 0 ----------- - CL X FASTSIGNS §8 NCL 01 More than fast. More than signs". _w E U 0 so Clearwater, FL 1727.797.1177 V �2 it > www.fastsigns.com/249 FL STATE DES#120011844 ectrical notes, details, & srcification ,,bl, 2 tcy q corrosion per FBC Set 203 Z.6 —con, 11�2,/222: eel s. -Aluminum welds: 4CL43 filler alloy, -Alum extrusions: 6063-T6 or stronger,U.N.C. Seats easyseals.com DESIGN CALCULATIONS TRULIEVE 1. Design binaccordance with the Florida Building Code 7thEdition (2O2U for use within and outside the High Velocity Hurricane Zone (HVHZ). I Wind loads have been calculated per the requirements ofASCE7-16as shown herein, except where noted otherwise. 3. These engineering calculations pertain only to the 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. Nuwarranty, either expressed orimplied, iscontained herein, 4. System components shall beaonoted 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 with steel orembedded inconcrete shall beprotected as prescribed inthe ZU15Aluminum Design Manual, Part1`A. 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, indemnihesand saves harmless this engineer for all costs & damages including legal fees & apeUotefees resulting from deviation from this design. Index: Pgz Coe, PgZ Wind Loads Pg3 Footing Design Pg 4 Primary Support(s) No. 67 1zoowFederal Hwy, wzno Y QSeal - e Syse lsmm CALCULATIONS FOR FREESTANDING SIGNS ASCE 7-16 Design Wind Loads FREESTANDING SOLID SIGNS AND WALLS (AT GRADE) Building Specs V= 130mph Basic wind speed (Vult) Exposure C Calculations a= 9.5 3-sec gust speed power law exponent zg = 900, Nominal ht. of atmos. boundary layer G = 0.85 L30 Mah - -Exp Signs at grade W/Ht Ratio 5 M I ft Ps 20ft t 26.2 psf 30ft t 28.6 psf 35 ft t 29.S psf 40 ft t 30.3 psf 45 ft t 31.1 psf 50 ft ± 31.8 psf 55 ft ± 4. 60 ft ± 33.0 psf 70ft ± 34.1 psf 80ft ± 35.1 psf 90 ft ± 36.0 psf 100 ft ± 36.8 psf 110 ft + 37.5 psf 120 ft ± 38.2 psf 130 ft ± 38.9 psf 140 ft ± 39.5 psf 150 ft ± 40.1 psf 175 ft ± 41.4 psf 200 ft ± 42.6 psf ± 44.6 p Risk Category 1 Structure ASD Load Combo Coeff: 0.6 qz 0 - 85 18.7 0,88 19.5 19.9 0 8 21.7 I'M 22.4 1, 04 23.0 216 31, 0 91 24.1 2 24.6 - 25.1 1, 17 25.9 211 11, 26.6 273 1,27 7.9 2 28.5 29.0 29.5 3 ki, 30.0 3 30.4 31.4 32.3 33.9 Kd = 0.85 Directionality factor Kzt = 1,0 Topographic factor Ke = 1.0 Ground elevation factor Cf = 1,55 Force Coefficient Width lHeight ratio ?0,5 IMM CALCULATIONS FOR FREESTANDING SIGNS seats Footing Design for Freestanding Signs Structure Dimensions & Loading Design wind pressure: P = Overturning Safety Factor: Q = Sign area 1: Al = Height of applied force above grade: hl = Sign area 2: A2 = Height of applied force above grade: 112 = Overturning Moment: 1.5 FBC 1807.2.3 41.7 sq ft tributary area I for each footer (e.g. sign) 4.2 ft height of area 1 centroid 0.0 sq ft tributary area 2 for each footer (e.g. post) 0.0 ft height of area 2 centroid Mn= P*(A1*h1+A2*h2) Mn= 4.3 kip-ft Scl / Rect Footing dimensions: B = 3.25 ft Footing depth: d = 2.5 ft Superstructure weight: Dr = 200 lb Soil cover weight: Ds = 0 lb Footing weight: Df = 3961 lb Total weight: D = 4161 lb Soil Strength ... FBC Tobles 1806.Z 18196 Soil class: 4. Sand, silty sand, silty gravel Lateral bearing strength: Plat = 150 psf/ft Vertical bearing strength: Pbrg = 2000 psf Check Vertical it Bearing Pressures L = 3.25 ft Soil cover: ds = 100pcf*B*t-*ds 150pcf*B*L*d Dr + Ds + Df —reaction below footer at toe 3= Total Resisting Moment- Mtot= MV/0 Mtot = 4.5 kip-ft 0 ft ... > B/6 qtoe < Pbrg OK Mtot > Mn OK z= CALCULATIONS FOR FREESTANDING SIGNS End Supports: Cantilever Member Properties ANSI 4"Schedule 4Osteel pipe Nominal size: 4" diam Sch4D Outside Diameter d = 4.5 in Moment ofInertia: |x= 72 in - Wall Thickness t= 0.237 in Section Modulus: S= 3.21 in' Deflection Limit: DeO= L/6D Design wind pressure: P= 24.7 nsf Sign area: A1= 42.7 s4ft —tributary area for each post (e.g.dgn+po#) Eccentricity ofapplied force: e1= 4.2 ft —distance toarea cemnoid(weighted avgh1'h2) (1)Yielding Limit State Mn = Fy*S Allowable Moment: Mallow = Mn /1.67 Check Member Bending Moment inmember: Mnnex=P*A1*e1 Mmnax= 51.4 kip -in Check Member Deflection: Deflection inmember: Am. = P*(\*a^3)//3*E*|\ EM oi iiephpWflA 'wmit Appliu,*or, KWOM"Awl Bt, i'do )F w'�MmW Owe ROMMOM pi-ne coma" 5, POMMM 0.r s Mrp Owner phim'. NMMM UT, W U— on, I C ounva AMMA On CDC ()WaIer PhMe NUMIr Owner Phum NmWv A Will", f 0' P k / JS 08 ADDRE�Si cy af f PARCeL Mlo b. j� 0 0 VNI2,70"A", TAY, FBA ICH WWMPRWDMD "M 1 6wq NSPAI� _1 I .......... . o-1 Iii-K ... .... . .. . ..... [I; RAN El rMw Ej] smu Q 7_77 '.X-,SCRIPIION (0, WORK TEMN65" so roomer LBO,& J fif"JGHI *A WIVE'* XV41 IV, IIA4444 4 4 WX EWA %tows XAAWK AAA ga* kwv X14VT Awx wr k,`UITICINOIT,YrAt MNITPuCTIOI AM0 SOW= __:IMEC;l 1ANICAt \,ALL Al N N ,"NALLAION f74- f 7 its) �._ 1 TV M W-4 v DER COMPANY SIGNATURE . ......... L . ...... .... EucM At let M AN BMNAT LinnJ , 1 A, Adele , " k"t— PLMMBER COWANY SIGNATURE Address Lt S*N COMPANV COMPANY cum AM, L OTY Address own" N 1 WAY 3 qkv, 111tiv* W *#1 1*444% 1 RESMEMUAL MACD 0 MA, 0 Gm ,..,mot M6 011M 0 MW Mmh 00 " PMMR Mr new UMAM111 CGMMRMM MW A to MMMW _M I NAM a W, P* M M AMU QW, n) PMKW AM—S R As powe RM — —Mbixym Q my "I PM6M, Qyv W"Mpann Mwo bwmmb, PWW W $M p6mv .1,00, 87MMY t A A "1 4 1 voinm I— a M r —1 W a _WM A"—. M W M�M"v MW —V nxqiw,�' SON PERMH A Hm, P, unM,Q""wv Mr, SURVFY r��I,jImil fw af Nf,VV ur,�, FM aw j c H avu 500% a NWIM of CoffMvllllfI%a10 m eqwoldA,CMWM" MW WHO) RM DOS 0 SMIM SMWS S.-M mgme; AN swo; DoveIivay"', NN ovfl w1w,{;un `Ivmy, yCGV cc