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Home My WebLink About20-822 D fa Q r oRion City of Zephyrhills 4Z I T. 1MBER:PERMIT ° _ N.l ..tom" 5335 Eighth Street zephyrhills, FL 33542 BGC-000822-2020 Phone: (813)780-0020 Issue Date: 10/13/2020 Fax: (813)780-0021 Permit Type: Building General (Commercial) Property:Number° Street �.Address ; 35 25 210130 00000 0140 7860 Gall Boulevard Owner�lnformation. PermiYlnformation Confractov"lnfoimation Name: SF ZEPHYR COMMONS LP Permit Type:Building General(Commercial) Contractor: SUPERIOR PROPERTY Class of Work:Wall Sign SOLUTIONS LLC Address: 400 Clematis St STE 201 Building Valuation:$1,080.00 WEST sgPALM BEACH,FL Electrical Valuation:$0.00 0 Phone: 14242T 22040 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$1,080.00 Total Fees:$68.10 Amount Paid:$68.10 Date Paid:10/13/2020 8:09:51AM ProjectkDesciption� T - INSTALL WALL CHANNEL LETTER-BELTONE Application Fees .� Building Plan Review Fee $22.70 Building Permit Fee $45.40 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. "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 before recording your notice of commencement." 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 PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-78a0021 Building Department i Date Received Phone Contact for Permitting 813 850 _ 3618 aaa2aItsrf a a a a& Owner's Name SF ZEPHYR COMMONS LP Owner Phone Number Owners Address 400 CLEMATIS ST STE 201 WEST PALM BEACH,FL 33401 Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 7860 Gall Blvd,Zephyrhills,FL 33541 LOT# SUBDIVISION PARCEL ID# 35-25-21-0130-00000-0140 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR a ADDIALT = SIGN 0 = DEMOLISH INSTALL REPAIR PROPOSED USE SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL = DESCRIPTION OF WORK Install Lit Channel Letter Sign Mounted on a Raceway on Front Wall BUILDING SIZE SO FOOTAGE 1400 HEIGHT ®BUILDING $ 1080.00 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ � v I t =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO ► �/ ,fin , BUILDER COMPANY SIGNATURE F REGISTERED Y/N FEE CURREN Y/N Address License# ELECTRICIAN COMPANY Superior Property Solutions SIGNATUREa_ REGISTERED Y/N FEE CURREN Y/N Address 7009 E Co ntry Highlands Dr,Floral City,FL 34436 License# I ES12000708 PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE I REGISTERED I Y/N FEE CURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# [[[!!!i ![it!!!!iili[[![t[!!!1 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 Fortes.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormmwater 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$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 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. - 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 BEFORE RECORDING YOUR NOTICE OF CODOMENgr=MENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Subscribed and sworn to rrtn e by I-513-off:C1 by Who is/are personally known to me or hasthave produced Who i/are personally known to me or has/have produced as identification. L C. i as identification. Notary Public /�� tt _ Notary Public Commission No. Co ission No. (. Q , 1115a 5611-e Lec, Lx Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped Julie Leach ��ZPRyAsxe�isv6 /NOTARY PUBLIC STATE OF FLORIDA Comm#GG311482 45 • Expires 4/23/2023 Centrecorp Management Services Limited 2851 John St., Suite One, Markham, Ontario, L3R 5R7 P:905.477.9200 F: 905. 477.7390 C # eCORP September 9,2020 City of Zephyrhills,Florida Building/Permitting Department 5335 Wh Street Zephyrhills,FL 33542 Re: Permit submittal authorization in connection with that certain lease dated July 2, 2020 (the "Lease") between SF Zephyr Commons LP (the "Landlord") and Alliance Bearing d/b/a Beltone (the "Tenant") for those certain premises located at 7860 Gall Boulevard, ZephyrhiIls, FL 33541 (the "Leased Premises") in Zephyr Commons (the "Shopping Center"). To Whom It May Concern.: Landlord hereby authorizes Tenant, or Tenant's authorize contractor, Superior Property Solutions or their agent, to submit, on Landlord's behalf, for all required permits to perform sign installations, remov Is or maintenance to the Leased Premises approved by Landlord in accordance with the L se. Thank u, Je W. Pr on anager SF ep yr ommons LP State of Florida County of Palm Beach On this,the ot"L-- day oL�� ,2020,before me a notary public,the undersigned officer,personally appeared ,known to me(or satisfactorily proven)to be the person whose name is subscribed to the within instrument,and acknowledged that he executed the same for the purposes therein contained. In witness hereof,I hereunto set my hand and official seal. Notary Public ELIA ,s MNAKM Y COMMIISSSIIOON#00 932233 sm ;4`s . EXPIRE$:Febsaary 28,2024 . C/+F46q` Bonded Thru Notary Pub8C LkA&N41 m KOSSIK ROAD -mom 57- -2 �31T 71 T7177 'Hill ip lip, I pj*[*,) I11111111HU 0 03 ------------- */1, cr lumuffri 1711[M 7 (III >Z 'j'a",jill"M4 U) m M M I A 11 111 t t M, 'plF.I.11,1111 Irv,I I t'YnY�71 I�tlk, Cf) > Z r-i < 119111-1.1 Oki: 0 > RP Z�b , MH 03 TVIT71 ,FU ,r—la- Hwy M M I jr� fik PRETTY POND ROAD n YSeals •o� easyseals.com DESIGN CALCULATIONS FOR An 1�1%4 �2? BELTONE WALL-MOUNTED SIGNS Zephyrhills, FL GENERAL NOTES: 1. Design is in accordance with the Florida Building Code'6th Edition(2017) for use within and outside the High Velocity Hurricane Zone(HVHZ). 2. Wind loads have been calculated per the requirements of ASCE 7-10 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 Index: existing host structure(if any)is assumed to be in good condition, Pg 1 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 Engi�> , t�r�� eal valid required or a separate site-specific engineering evaluation performed. �• o , 6. Aluminum components in contact with steel or embedded in concrete shall be protected as prescribed in the 2015 Aluminum Design Manual, `; No.67 82 Part 1. Steel components in contact with,but not encased in,concrete shall be coated,painted,or otherwise protected against corrosion. S TE 7. Engineer seal affixed hereto validates structural design as shown only. Use of this specification by contractor,et.AI,indemnifies and saves harmless this engineer for all costs&damages including legal fees& Chr'is .�``f.'f#67382 apellate fees resulting from deviation from this design. Easy SeMsiti... Id Auth#31124 1200 N Federal Hwy,#200 Boca Raton,Fl.33432 Easy Seals.com Page 1 .. ��►(� CALCULATIONS FOR WALL-MOUNTED SIGNS ..... eaV&n1s om r ASCE 7-10 Design Wind Loads WALL-MOUNTED SIGNS Building Specs V= M140 mph Basic wind speed ASD Load Combo Coeff: 0.6 Exposure C Calculations a= 9.5 3-sec gust speed power law exponent Kd= 0.85 Directionality factor zg= 900, Nominal ht. of atmos.boundary layer Kzt= 1.0 Topographic factor Gcpi= 0 Internal pressure coeff A= 10 sq ft Tributary area F mph - Exp "C" L-MOUNTED SIGNS ASD WIND PRESSURES CENTER CORNER (Zone 4) (Zone 5) qZ r ,n 15 ft 23.9 psf 30.4 psf 0.85 36.2 -1.10 -1.40 20 ft 25.4 psf 32.3 psf 0.90 38.5 -1.10 -1.40 25 ft 26.6 psf 33.9 psf 0.95 40.3 -1.10 -1.40 30 ft 27.6 psf 35.2 psf 0.98 41.9 -1.10 -1.40 35 ft 28.6 psf 36.4 psf 1.01 43.3 -1.10 -1.40 40 ft 29.4 psf 37.4 psf 1.04 44.5 -1.10 -1.40 45 ft 30.1 psf 38.3 psf 1.07 45.6 -1.10 -1.40 50 ft 30.8 psf 39.2 psf 1.09 46.6 -1.10 -1.40 55 ft 31.4 psf 40.0 psf 1.12 47.6 -1.10 -1.40 60 ft 32.0 psf 40.7 psf 1.14 48.5 -1.10 -1.40 70 ft 27.0 psf 54.1 psf 1.17 50.1 -0.90 -1.80 80 ft 27.8 psf 55.6 psf 1.21 51.5 -0.90 -1.80 90 ft 28.5 psf 57.0 psf 1.24 52.8 -0.90 -1.80 100 ft 29.1 psf 58.3 psf 1.27 54.0 -0.90 -1.80 110 ft 29.7 psf 59.5 psf 1.29 55.1 -0.90 -1.80 120 ft 30.3 psf 60.6 psf 1.32 56.1 -0.90 -1.80 130 ft 30.8 psf 61.6 psf 1.34 57.0 -0.90 -1.80 140 ft 31.3 psf 62.6 psf 1.36 57.9 -0.90 -1.80 150 ft 31.7 psf 63.5 psf 1.38 58.8 -0.90 -1.80 175 ft 32.8 psf 65.6 psf 1.42 60.7 -0.90 -1.80 200 ft 33.7 psf 67.5 psf 1.46 62.5 -0.90 -1.80 250 ft 35.3 psf 70.7 psf 1.53 65.5 -0.90 -1.80 Page 2 j�,;r;, syp�§,/f/�/Seals CALCULATIONS FOR WALL-MOUNTED SIGNS `�i� � ate' ' easyseals.mm 1 Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: P= 35.2 psf Sign type: Raceway Sign size: h= 24.0 inches (height) Wall material: Masonry (ASTM C90,1,500 psi min) Anchor type/size: 1/4"Tapcon Ref: ITW Tapcon,catalog Min Embedment: 1" Min edge dist: 4" Anchor tensile capacity: Tcap= 125.0 lb (per anchor) Check Anchors for Pullout Total Reaction: Rt= 70 Ib/ft ...=P*h (along raceway) Anchor spacing req'd s= 42.6 in O.C. ...=(2*cap)/Rt Pairs of anchors at 43 inches on center(max) 3.6 feet on center OK,typical anchor option shown. Ref anchor schedule for other anchor options. Page 3 0 1 Project Location: M d Zephyrhills,FL R4- L3+q K, `8R d q3.00 R - ,wo A o a— E d�T ANCHOR SCHEDULE "ALL FASTENERS SHALL BE SPACED EVENLY-,- WALL MATERIAL ANCHORTYPE 8NS 1/4"TE WITH MIN 2"EMBED IN ADHESIVE PAIRS AT 25"O.C. CONCRETE(3ksi)or HOLLOW MASONRY 1/4"TIV)WITH 1.75"EMBED PAIRS AT 43"O.C. $ 1/4"EORS WITH 2.5"EMBED PAIRS AT 48"O.C. a^q 1/2"PLYWOOD 1/4"T PAIRS AT 48"O.C. (NO ACCESS BEHIND) 1/4"WULL EMBED PAIRS AT 38"O.C. $-= METAL STUDS/PANELS #14 MEfALSCREWSTO MIN 18ga STEEL OR 0.090"ALUM PAIRS A748"O.C. d HOLLOW WALL+BLOCKING 1/4"THRUBOLTSOR LAGSTOSOLID BLOCKING BEHIND PAIRS AT 48"O.C. _ 130 zu 24" 106" �A dY} -1♦ a^� $3c .:E N oZ� ud 05 �9 3 3 Front-Lit L.E.D Channel Letter-Raceway Mount 21 Sq ft fps a�3 TYPICAL-Section Detail d$' j�4"w4"w 11 Mounting Hardware Per Engineer Specs I n Length 130 Q` I I I � WZ>a Height 24" 3 - Face:Acrylic �.Ox+ 10A ,a ly Sign Depth 8" a I Trimeaps: R-a LED:Illumination Strips » F� MIN(3)#10 SMS PER LETTER Letter Length 130 r .� Backs:.063 Aluminum a Raceway Color.To match facade 11 ;foa Raceway:to house power supply Letter Height 24 Raceway:.063 Power Supply: Aluminum:Bottom to have 1W Dia Weep Holes Letter Depth 4" 120v System:Typical � R 'Note:All fasteners to be non-ferrous and all penentratlons 3 shall be sealed water tight » 3jjr G TyPa LED UNI .063AI..I.. Raceway Length 130 a� T Raceway Height gR CODES IN EFFECT: ®e —NT NEC 1019& aTHEDT TIO FeC 201T. ! Raceway Depth ,,.�� .4"° 3>a LED q$g ®�° b . o Acrylic Face: White ��o � 1 roic s Jewelite Trim: Blue Bias TYPICAL-Not To Scale-A"Used as Sample �q ASCE 7-10 WIND LOADS: •Sign Height=30 ft max Wall components&cladding: 1200 N Federal Hwy,#200 Christian Langle r;3 •V=140 mph•Exposure'C' •K2t=1.0,Kd=0.85,G=0.85 Zone 4:±27.6 psf Boca Raton,FL 33432 Florida PE#67382 m Bo- OR •Risk Category 2Structure •ASD Load Coeff=0.6 •Zone 5:±35.2psf 1-888-371-3113 CertofAu 'till/11�rP