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Home My WebLink About23-6263it of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 BGC-006263-2023 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 07/06/2023 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 relinspection, whichever is greater, for each subsequent relinspection. 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. Complete Plans, Speccations 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 PE 111T Ol ITHOUT APPROVED INSPECTION 813-780-0020 City of Zephyrhills Permit Application Building Department Fax-813-780-0021 Date Received r ' r � Phone Contact for Permittln f -- € t € iIIt 1 t Owner's Name t Owner Phone Number { r { - Owner's Address t- .^ {'1."�d� a „?"Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address I� a / ,! JOB ADDRESS � C� � A s� 't � G LOT # SUBDIVISION I PARCEL ID# IOSTAINED'rROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK t _j �,7� 7-44; BUILDING SIZE —� SO FOOTAGE HEIGHT if 7 =BUILDING $ VALUATION OF TOTAL CONSTRUCTION Vn ELECTRICAL $ =PLUMBING $ =MECHANiCAL �� =GAS ROOFING FINISHED FLOOR ELEVATIONS IBM Addres ELECTRICIA SIGNATURE Address PLUMBER SIGNATURE Address MECHANICAL SIGNATURE Address OTHER SIGNATURE Address aIIIEEa RESIDENTIAL COMMERCIAL AMP SERVICE PROGRESS ENERGY 0 W.RE.C. VALUATION OF MECHANICAL INSTALLATION SPECIALTY = OTHER FLOOD ZONE AREA OYES NO COMPANY REGISTERED YIN I PEE CURREN YI ! N I License # ) COMPANY REGISTERED YIN FEE CURB N Y ( N License # COMPANY �® REGISTERED Y (N FEE CURREN License # COMPANY REGISTERED Y / N FEE CURREN Y / N License If E� COMPANY REGISTERED YIN FEE CURREN _ Y / N License # --� 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 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 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. (A1C 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 AIC 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 licensee[ 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 I, 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. Fede A, iation Authority -Runways r`4 undtan that the foil restrictions apply to the use of fib: tie of fill iS'hot 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 wail. 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 aseparate 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. ..\_, k,... %+1c1 •i �',. \ .4* . Ike #7: ..1 t OWNER OR AGENT Subscribed and sworn to (or affirmed) before me this by Who is/are personally known to me or has/have produced as identification. __ Notary Public Commission No. CONTRACTOR Subscribed and sworn to (or affirmed) before me this by Who is/are personally known to me or has/have produced as identification. Commission Name of Notary typed, printed or stamped Name of Notarytyped, printed or stamped Public address 5048 gall blvd zephyrhills fl sign and lighting requirements changed to meet C.R.A. district requirements using extemal lighting only 0 1,117101 MI I N 0 ' SO, a la side view ■ A Is, t easysea|s.conn ��CALCULATIONS �� 0� �� m�n��mm`�n�� FOR REVIEW DKTE: �1—/�~� �� CITY OF ZIEPHYRHILLS BUILDING OFFICIAL DOMINO"S FREESTANDING SIGNS 5048 GaHBlxd—ZaphyrhiUs z, Design isinaccordance withtheRohdaNui|dinQCode7thEdition(2O20 for use within and outside the High Velocity Hurricane Zone (HVHZ). Z, Wind loads have been calculated per the requirements ofA5CE7'l6as shown herein, except where noted otherwise, 3. These engineering calculations pertain only tothe structural integrity of those systems, components, and/or other construction explicitly specified herein and/or in accompanying engineering drawings. The existing host structure (if any) isassumed tvbeingood condition, capable nfsupporting the loaded system, subject tnbuilding department approval. Nnwarranty, either expressed nrimplied, iscontained herein. 4. System components shall beasnoted herein. All references tunamed components and installation shall conform uzmanufacturer's nrindustry 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 or embedded in concrete shall beprotected asprescribed inthe 2OI5Aluminum Design Manual, part1+\. Steel components incontact with, but not encased in, concrete shall be coated, painted, orotherwise protected against corrosion. 7, Engineer seal affixed hereto validates structural design asshown only. Use ofthis specification by contractor, et, Al, indemnifiesand saves harmless this engineer for all costs & damages including legal fees & apeUatefees resulting from deviation from this design. his document has been Tdigitally signed and sealed by Digitally signed by Christian Langley, PE on the date noted in this digital Christian Langley signature. Printed copies of this document are notconsidered Qate:2D23.O5.04 signed & sealed, & thesignature must be verified 12:59:00 -04'00' on any electronic copies, Pgz Cove, Pgz Wind Loads Pgs Footing Design pn* pnmarysuppo,t(s) [h #67382 ou m�a�a/xwv�oo "~ ' �� auonamn'pLs z �u�V~'��'��oom Page 1 CALCULATIONS FOR FREESTANDING SIGNS ASCE 7-16 Design Wind Loads FREESTANDING SOLID SIGNS AND WALLS (AT GRADE) Building Specs V= 140mph Boo ic vvor)d speed (Vvit) Exposure C Calculations a = 9.5 soteul fnf)"w-"f- ""'xPonelm, zg = 900, Norranal hf, of aftnu,,. boli,%lory layer G = 0.85 _Signs at grade { SIGN WI HEIGHT PR S is ft 28.6 psf 18 ft ± 29.7 psf 20ft ± 30.4 psfR 30ft E 111, 33.1 psf 1 1% 35 ft 34.2 psf I 40ft ± 35.2 psf 45 ft ± 36.1 psf 50 ft ± 36.9 psf 55 ft ± 37.6 psf 60 ft ± 38.3 psf 70ft ± 39.6 psf 80 ft + 40.7 psf 11' 90 ft 41.7 psf 100 ft 42.7 psf ti4 'a 110 ft ± 43.5 psf 120 ft ± 44.3 psf 130 ft ± 45.1 psf R 140 ft ± 45.8 psf 150 ft ± 46.5 psf 175 ft ± 48.0 psf 200 ft ± 49.4 psf 250 ft ± 51.7 psf wa Risk Category I Structure ASID Load Combo Coeff: 0.6 a 21.7 22.6 23.1 25.1 26,0 26.7 27.4 28.0 28.6 29.1 30.0 30.9 31.7 32.4 33.0 333 34.2 34.8 35.3 36.4 373 39.3 Kd = 0.85 U'lly JUU(tr Kzt = 1.0 1?'nP0g,,-,,rtf ir, "Clor Ke = 1.0 � uod t,,n- Cf = 1.55 lot cc, 0,?Ifr A, "I Aohn/f 1e -, roh fgh� , 0 0, Page 2 CALCULATIONS FOR FREESTANDING SIGNS Footing Design for Freestanding Signs Structure Dimensions & Loading Design wind pressure: P= 2D.6 ps Overturning Safety Factor: O= 15 -paczocnzs Sign area 1: A1= 72�O sqft -lu|bu�nyanealfor eacxmn�r(eggmn) Height ofapplied force above grade: h1= 4.5 ft 'Lcenmm Sign area 2: A2= 0.0 yqft zforeacx«oo�r(egpo�> Height ofapplied force above grade: h3= (IO ft -xeiomoyareazcentmiu Overturning Moment: KDn=P*(AI*h1+42*h2) Mn = 9.3 kip-ft Round Footing Diameter: 8= 3 ft Footing depth: d= 5�58 ft Soil cover: ds= O ft Superstructure weight: Dr= 200 |b Soil cover weight: Ds = O |b - ~ �oopc,"/4~�� Footing weight: Df= 5916 |b -~zsopcf°��a"z/4^u Total weight: D= 6116 lb Sil Strength Soil class: 4. Sand, silty sand, silty gravel Lateral bearing strength: Plat = 150 psf/ft Check Lateral Soil Bearing Pressures (Empirical Method) Unconstrained (No rigidfloororpavement otground surface) Allowable lateral soil bearing pressure at1/3depth: 51= 2*P|at*(d+ds)/3 Sz= 550 psf Total applied lateral load: Ptot= 2.06 kips Equk/htofapplied load: heq= 4.50 ft 4u= 2.34*Ptot/(S1*B) As= 2.9 ft dreq = As/2 * [ 1 + V(1+4.36*heq/As)] dreq<d 0K C CALCULATIONS FOR FREESTANDING SIGNS asyseRcam Hollow Structural Pipe in Bending Allowable Stress Design per 2016 AISC Spec for Structural Steel Buildings Material Properties Yield Stress, A53 Cird B Steel: Fy = 35 ksi Modulus of Elasticity: E = 29000 ksi Safety Factor = 1.67 �er ect or i'l Member Properties ANSI 5" Schedule 40 steel pipe Nominal size: 5" diarn - Sch 40 Outside Diameter d = 5.563 in Moment of Inertia Wall Thickness t = 0.258 in Section Modulus Deflection Limit Design wind pressure: P = 28.6 psf Sign area: Al = 72.0 sq ft Eccentricity of applied force: el = 4.5 ft Ix = 15.2 in' S = 5.45 in 3 Defl = L / 60 t r ,,a rea ft.,, C h post �� ,, "s , Sig r + post I' diM a nce to ea, ,,.en� roid p,,, {-,,ighted avg (1): Yielding Limit State Mn = Fy*S Allowable Moment: Mallow = Mn / 1.67 Mn= 190.8 kip -in Mallow = 114.2 kip -in Check Member Bending Moment in member: Mmax = P*Al*el Mmax = 111.3 kip -in Mmax < Mallow., Check Member Deflection: Allowable Deflection: jkllow =0.90 in Deflection in member: Am., = P*(A*e A 3) / (3*E*I) Am,, = 0.25 in Amax < Aallow .. M W Page 4 na:u, a:. avi2l�twm:. Permission Its befreby given to lnsftll the above silln License 0 EC13002705 Ill�llf � IIl o.. ,e, 12" 72" FAAS �r rr � r ass �; � a ; x µ4 4I DATE* PIAJ O, E h'CF + -� N M M WNFAIN sign frame and base pole cover built with 2"' aluminum angle welded and skinned with .040 aluminum sheet 5048 gall blvd zephyrhi'lls fi IN, n-- ho, b-, dlgURY'ig'-f nd "A'd by PE - the date Id m ft dqnl 'i9--, N-d 'wp , -J ft d—M heslgaw-nystbeveotd o Digitally signed I Christian Langle^, Date: 2023,05.04 12:58:33 -04'00' pole covei MIN 5" SCH 40 STEEL POST (A53/B), EMBED TO 6" FROM FOOTER BOT CONCRETE FOOTER OPTIONS (2500 PSI): * 36" DIA x 5'-7" DEEP [AUGERED] * 4'-3" SQ x 2'-6" DEEP [SPREAD, WITH (4) #5 BARS EACH WAY. TOPiBOTI 51 side view' width 15'1 V 0 f I NV M , IWAk i- sign frame and base pole cover built with 2" aluminum angle welded and skinned with .040 aluminum sheet 5048 gall blv; zephyrhills fl -h,s da—,, n, b— d,qi0y �pd " I :"`j by Christ ", �.qlq, ddate,Wd , t, " dgt" nl P,mled Ip,5 d 1h, rIt '5 ond,11d .9,Ild & -W, on any eJemooic copie_ Digitally signed by Christian Langley Date: 2023.05.04 12:58:33 -04'00' ACRtYLIC FACES side ' View wi,dth 15 ign z pole cover - - pole cover MIN 5" SCH 40 STEEL POST (A53/B), EMBED TO 6" FROM FOOTER ROT CONCRETE FOOTER OPTIONS (2500 PSI): * 36" DIA x 5'-7" DEEP [AUGERED] * 4'-3" SQx 2'-6" DEEP [SPREAD, WITH (41 #5 BARS EACH WAY. TOP+BOTI