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Home My WebLink About22-3641EighthAM 5335 Phone: (813) 780-0020 • 3641-2022 sue .. 03/18/2022 Complete Plans, Specifications add fee Must Accompany Application. All work shall performed accordance with City Codes + Ordinances. NO OCCUPANCYC.O. NO OCCUPANCY BEFORE C.O. PERMIT 11 U. EXPIRES rl , rt MONTHS APPROVED G? 1 Pll INSPECTION CALL FOR O.R INSPECTION . 8HOUR NOTICE REQUIRED 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting { 727 ) 797 � Owner's Name Island 301 LLC Owner Phone Number f I V � � � « � -1 Owner's Address 12800 Windguard Cir Ste 101 Wesley Chapel, FL 335441 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple TitleholdeF JOB ADDRESS all Blvd Zephyrhifls, FL LOT # SUBDIVISION PARCEL ID# 03-26-21-0010-05000-000 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH e INSTALL 8 REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK nstall LED illuminated channel letters, low voltage, cannect to existing electric BUILDING SIZE SO FOOTAGE 117.5& HEIGHT X BUILDING S 16,428 VALUATION OF TOTAL CONSTRUCTION X ELECTRICAL $ 54 AMP SERVICE PROGRESS ENERGY W.R.E.C. =PLUMBING $ MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS E= FLOOD ZONE AREA =YES NO BUILDER COMPANY Fastsignsof Clearwater SIGNATURE f REGISTERED mmY / N FEE CURREN Y / N Address 2781 Gulf to Bay Blvd Clearwater, FL 33759 License # �ES12001$44 ELECTRICIAN COMPANY tY gns of Clearwater SIGNATURE REGISTERED N FEECURREN _Y t N Address 27$1 Gulf to Bay Blvd Clearwater, FL 33759 License # E512001$44 �� PLUMBER COMPANY SIGNATURE E=== REGISTERED YIN �IEEREN YIN � Address License # E I MECHANICAL COMPANY SIGNATURE REGISTERED ;;;; �FEEREN Y / N Address License # OTHER COMPANY SIGNATURE REGISTERED ;;; FEE GURREN 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 onsite, Construction Plans, Stonnwater 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, 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. (A/C upgrades over $7500) Agent (for the contractor) or Power of Attorney (far the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Retools 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 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. CONSTRUC71ON 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, CONTRACTOWS/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 govemment 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, WaterNVastewater 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 sternwall, 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. 11MV41i'1921111111 WMAIMM ;1*171'ZIL14 ON !1, , OWNER OR AGENT/ Su0scrilted and swam to (or affirmed) before me identification. ALYSSA J. SWININGTON My COMMISSION # HH209939 EXPIRES: December 20, 2025 and N Wh6 is/are porsonall nown to ma or has/have produced as identification. Public Notary Public Commission No. Name of NoWry typed, printed or stamped P`4 S ALYSSA,13WININGTON AMy COMMISSION # H11209939 EXPIRES: December 20, 2025 nC _41 M K1 REF ANCHORJ-�—,J, 118r SCHEDULE U j. P m c soups r MPAP ..W C AMO 1-1. Lath DiSGOPoti£L? SIGN TO BE CONTROLLED BY TIME CLOCK OR PHOTOCELL d., C9 2GA-120V Cisconred Switch 72,5" Weatherproof disconnect switch (can be on either side) 20 amp dedicated 11 Ov circuit. Sign will pull 3 amps, 12 ga wire, Ox--- Mounting Locations ,OA 0 4 6 -"T 20A - 121ill G -,�120V 1��211,10) , , ��, � ,z system,ii—d-, , deails, &, -15 .� - Al- 5ens,-, e� intecded. Structura d-1 fP'uti""ieProvi'=1 A�j 3 4,AISC150 ADW,1 &N� c.—i— 21) .2/2222A _.P g� AV, t �ie Af—ft wW __hd, be 5 5 Notes. b-d1J-w!. t� I�Wj be caiddd - Pt�a,�6 �s p—nid m ADW.1-1 50.), � p1asttc'/crdo`prene sp�rs PTov!&d,, Al .�., 1. _ P,.tect Is easyseals.com DESIGN CALCULATIONS F'ok"I TRULIEVE WALL -MOUNTED SIGNS 6601 Gall Blvd — ZephyhMs GENERAL NOTES- I I. Design is in accordance with the Fkorida Building Code 7th Edition (2020) for, use within and outside the High Velocity Hurricane Zone (fJVHZ). 2, Wind loads have been calculated per the requirements of ASCE T-16 as shown herein. 3. 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 Indim 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. 5. Where site conditions deviate from those noted herein, revisions may be required or a separate site -specific engineering evaluation performed. Engi�p !?Tr !4,!eal valid 6. Aluminum components in contact with steel or embedded in concrete Shall be protected as prescribed in the 2015 Aluminum Design Manual, No. 6760 Part 1. Steel components in contact with, but not encased in, concrete shall be coated, painted, or otherwise protected against corrosion. e . rAT E 7, Engineer seal affixed hereto validates structural design as shown only. 'eb 0 Use of this specification by contractor, et, At, indemnifies and saves Ch #67382 harmless this engineer for, all costs & damages including legal fees & apellate fees resulting from deviation from this design. Easy S #1111 t OvAuth If 31124 1200 14 Federal Hwy, #200 Boca Raton, FL 33432 E-d�y Seals Com Page 1 = �essysea!smm CALCULATIONS FOR WFALL-MOUNTED SIGNS SE 7-16 Design Loads WALL -MOUNTED SIGNS Building Specs Exposure C ASD Load Combo Coeff: 0.6 Calculations a. 4 9 5' 3-sec gust speed pvwer Jfiow e'tivon n:' Kd = 0..85 Dite do a,{ity °`odor 900, t s.'ix l�?d,XP tI ?F"4......is .?.. K t .k.,. } OfX'g' M, Gvcpi .:_. f _ <i'F, It." P ,,,..�:.?x c. .4 ., p,x Ke :.:, 1'0 (,`in a ,^ice 0 vaz e` .,Cto,,, "ALL -MOUNTED SIGNS s, RES ttSD WIND PRESSURES E(Cpp C CENTER CORNER 22 ["Elt"€i' 1 4(Zone iflC rl�:.ri}`, qZ 15 ft h 27.4 psf 34.9 psf .....,. ,.,u,.n .. F ... ... _ 24.9 ...,..sm ....n »...H. ...... ....... y 20 ft 29.1. psi �.� psf` 266 5 5 ft 30a5 psf 3 .9 psf 27.8 30 ft 31.7 psf 40.4 psf 28. 35 ft 32.8 psf 411 psf 29,8 40 ft 33.7 psf 42.9 psf n 4 3t1.7 r' 45 ft t 34.6 psf 44.0 psf ' 3 p,.4 50 ft � 35 psf 45.Q psf 3 32A 10 .9 ft �p$ a� 3 a1 f 45.9 S@ �°` '. x .. 32,8 i c 60 ft 36.7 psf 46.7 psf 4 33.4 70 ft 31.0 psf 6.1 psf 34.5 80 ft 31.9 psf 63.9 psf 35.5 90 ft p 323 psf 65.5 psf €' 36.4 ,' 100 ft 33.5 psf 66.9 psf 1, 21 37,2 £pia ; 110 ft 34.1 psf 68.3 psf s )q 37.9 tit; 2 tit 120 ft 34.8 psf 69.5 psf 38.6 £ 130 ft 35a4 psf 70.7 psf 341, 393 x , 140 ft r� 35.9 psf 71.8 psf F 39.9 t, 150 ft Il 36.4 psf 7.9 psf 40.5 175 ft 9 7.6 psf 75.3 psf 4,' 41.8 90 - � 200 ft 38.7 psf 77.4 psf r 43.0 _ 8, 250 ft 40.6 psf 61,E psf 45.190 8:.?. j S Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: Sign type Sign size Wall material Anchor type/size f" A, I ["'I I Lt%TIONS FOR tAVIALL.-MOU NTE D SIGNS P = 40.4 psf Cloud Letterset A 54.8 sqft (entire letterset) Masonry (ASTM C90, 1,500 psi Min) 1/4" Tapcon Relf: PRAI Tapcon, cata�og Min Embedment: I" Min ed�'�e di�A: NIhn sp")�ml'g� 11 Anchor tensile capacity, Tcap --x IMO 1b (per anchor') Check Anchors for Pullout t o"Lai Reactiow pit 2213 1b — " P'A i(ACCA'SCA) No, of anchors req'd: n 17,7 total anchors Rt/cap Total anchors required. 18 totW anchors balanced qver letterset, OK, c.loud �etterset Mize show�, 4. Ref elevation detail for approx anchor locations. Ref anchor schedule for other anchor options.