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Home My WebLink About19-21136 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 211 BUILDING PERMIT PERMIT INFORMATION LOCATION-INFORMATION Permit Number: 21136 Address: 7890 GALL BLVD Permit Type: SIGN ZEPHYRHILLS, FL. Class of Work: WALL SIGN Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: ZEPHYR COMMONS Est. Value: Parcel Number: 35-25-21-0130-00000-0030 Improv. Cost: 2,350.00 OWNER INFORMATION Date Issued: 5/22/2019 Name: SF ZEPHYR COMMONS LP Total Fees: 142.50 Address: 1-2851 JOHN ST Amount Paid: 142.50 MARKHAM, ON. L3R 5R7 CANADA Date Paid: 5/22/2019 Phone: Work Desc: INSTALL WALL SIGN W/ ELECTRIC- JERSEY MIKES CONTRACTORS APPLICATION FEES ANCLOTE SIGN CORPORATION SIGN 75.00 ANCLOTE SIGN CORPORATION ELECTRICAL FEE 67.50 y --I.ri FTER Ins ections Required ELECTRICAL ROUGH FINAL 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 such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits 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 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. CONTRACT SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 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. 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. 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 COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR' Subscribed and sworn to(or affirmed)before me this Subscribed and swo to( r affi ed)b fore e i Who is/are personally known to me or has/have produced Who is/are personally known to m—a or has/have pr duced` as identification. as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped i 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department /Date Received 2i 2"6 I Permitting 7 243-8933 Phone Contact for P g 72 SF ZEPHYR COMMONS LP/ZEPHYR COMMONS Owner's Name Owner Phone Number 100-2851-John St Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS Jersey Mikes Subs:7890 GALL BLVD,ZEPHYRHILLS,FL 33541 LOT# SUBDIVISION Zephyr Commons Shopping Center PARCEL ID# 35-25-21-0130-00000-0030 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED R NEW CONSTR a ADD/ALT 0 SIGN ® Q DEMOLISH INSTALL REPAIR PROPOSED USE SFR 0 COMM OTHER TYPE OF CONSTRUCTION 0 BLOCK 0 FRAME 0 STEEL 0 DESCRIPTION OF WORK installing one set of attached electric wall letters(Jersey Mikes Subs)on rear elevation BUILDING SIZE 23 If SQ FOOTAGE 1100 sf HEIGHT 21 FT BUILDING $1900.00 VALUATION OF TOTAL CONSTRUCTION � �Q ELECTRICAL $450.00 AMP SERVICE P SS ENE�RGY Q W.R.E.C. =PLUMBING $ OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION GAS Q ROOFING 0 SPECIALTY 0 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO BUILDER ` I V COMPANY Anclote Sign Corporation SIGNATURE //! REGISTERED Y/ N I FEE CURRENT I �YY N Address 716 Live Oak Stree Tarpon Springs,FL 34689 License# � ELECTRICIAN COMPANY Anclote Sign Corporation SIGNATUREa?vllc REGISTERED Y/ N FEE CURRENT Address 716 Live Oak Street Tarpon Springs,FL 34689 License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N Address i License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRENT 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,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 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. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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(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) r PRI I CA GROUP ONE, INC. March 7,2019 Pasco County Building Department 4111 Land O' Lakes Boulevard Land O' Lakes, FL 34639 RE. SFZEPHYR COMMONS LP/ZEPHYR COMMONS SHOPPING CENTER ZHJM SERVICES,LLC DBA JERSEYMIKE'S SUBS 7890 GALL BLVD.,ZEPHYRHILLS, FL, 33541; FOLIO#35-25-21-0130-00000-0030 To Whom It May Concern: As agent for the subject property, I hereby authorize Patrick A. Gipson/Anclote Sign Corporation or . their authorized Agent to secure a sign permit for our tenant, "Jersey Mike's Subs". Thank you for your assistance. Sincerely, Donya K. Beckman Director of Property Management As Agent for SF Zephyr Commons LP State of Florida County of Hillsborough Sworn and subscribed to me this 7th day of March, 2019 by Donya K. Beckman who is personally known to me. JODEL DOAK 0� oo� NOTARY PUBLICSTATE OF FLORIDA Siinature of Notary Public CWWW FF1M83 (seal) e Expires 3/a/2019 3629 Madaca Lane, Phone: 813.933.0629 Tampa,FL 3361 Facsimile: 813.935.3420 www.PrimericaGroupOne.com �uYI il I!mill I H 11111 I I I I If I I-11n MrIT Z7. -IIIIIIIIIIIHAII Amm" FOF ...........n lilt lot Q ALL WORK 8• j4 L COMPLY vVITH PR CC)()a i CODE, ■ NATIONAUk BUILDING C013j; -AND THE C1 F I H1, �11 I Hit ZEPH Iwo mwo YRNILLS It Willi till lid!IiIIIII LIV D g ........... io 1111111 1111111 lilt 41M co co 111111 zz=- [11111111 111111 Hill to ■ • A I LLLLLLLLLLvk KOSSIK ROAD aye mull ■ __J Je UISS- 3 rypea:i M umi W1W Au ,•TnmGp f 16 Sq ft Sign Length 173" Sign Height 23" Sign Depth 4" '- Letter Length 173" Letter Height 18" Letter Depth 4" IPP LED AC lic Face. Red.12s•LEXAN FACES. Jewelite Trim: Black LED Channel Letter r . TYPICAL-Not To Scale-W ILlsed as Sample p� Anclote Sign Corp Customer:Jersey Mikes Subs Sign Type:Attached electric wall sign Date Drawn:3-25-19 Drawing#2409 Elevation/Shop 716 Live Oa st 7890 Gall Blvd k ZephyrHills Tarpon Springs,A 34689 Office:727243-8933 Total Sign area:16 sf SCALE:NTS ThatraanglsThePropefyOrAxloteSYgnCoryo25on AIIROtsTo It's Use ForReprodudon Ne Rese ved For State Lic:ES0000373 Andee Sign caporatron only. Q`gsleellaarelTlea � pp��gp 8 ®�,�.E,lrS °o® S � mo�® 173" ®°�7382 J zr zo iB s tr 20• IT 12• lr .Br STATE GF H® gpS °�9Bl 41 c` 12 23" Z rtBIQIIIIII®e, c a� 1.v_ VaL v es ft to L eAjj%11 V 1.5SgFt 2.1SgFt 2.1SgFt 2.2SgFt .48SgFt 1.3SgFt 2.2SgFt 1.3SgFt .9SgFt .9SgFt .9SgFt NN rmn N C -0 0 LCo tLces CDmJ Cr CDV O CO N TYPICAL DIRECT MOUNT LETTER - GENERAL SPEWICATIONS: DIRECT MOUNT DIANNEL LETTERS ANCHOR SCHEDULE HALL FASTENERS SHALL FABRICATED ALUMINUM RETURNS,FIAT ACRYLIC FACES WITH V TRIMCAP FACE RETAINERS. INTERNAL ILLUMINATION BY LEDs POWERED BY LOW VOLT POWER SUPPLIES MOUNTED M WALL SPACE BE SPACED EVENLY— QTY or SIGN WILL ATTACHED TO BUILDING WALL WITH FAMNERS AS REQD BY ENGINEER. WALL MATERIAL I ANCHORTYPE SPACING Letter 1/4"THREADED RODS WITH MIN MIN(3) O1 2"EMBED IN ADHESIVE PER LETTER `- CONCRETE(3ksi)or 1/4"TAPCONS(OR EQUIV)WITH MIN(3) HOLLOW MASONRY 1.75"EMBED PER LETTERI e N 1/4"EXPANSION ANCHORS WITH MIN(3) i GNM 2.5"EMBED PER LETTER ;°'' °o+I+l MIN 3 °01 rD 1/2"PLYWOOD 1/4"TOGGLE BOLTS PER LETTER ON R ' g N N (NO ACCESS BEHIND) 1/4"WOOD SCREWS OR MIN(3) _ ELECTRICAL REQUIREMENT TAPCONS,FULL EMBED PER LETTER LEDS TBD XM o j POWER SUPPL 2 E II q METAL STUDS OR #14 METAL SCREWS TO MIN 189a MIN(3) AMPS 3.75 c METAL PANELS STEEL OR 0.090"ALUM PER LETTER '"' n CIRCUITS 1 ZOA-IZDV it 0 HOLLOW WALL 1/4"THRU BOLTS OR LAGS TO MIN(3) DISCONNECT (1)20A-120V L YU (BLOCKING BEHIND) SOLID BLOCKING BEHIND PER LETTER 'ALL ELECTRICAL COMPONENTS SHALL BEU.L.LISTED v o$ A SIGN SHALL BE GROUNDED PER N,E,C.ARTICLE 250 c it p rn�ryr v, 1'1'v.E Y"ac N Y Y�"D SIGN L.1 V Customer:Jersey Mikes 7890 Gall Blvd Sign Type:Illuminated direct mounted letters Date Drawn:3-18-19 Drawing#2409-eng c aN j Anclote Sign Corp Y w QTEZephyrhills z z 716 Live Oak st o C tM s� N or Tarpon Springs,FI 34689 A o Total sum of each boxed component:15.88 sft This D awing Is The Pro a Of Anclote Sign corps ation " COR ON Office:727 243 8933 p Y SCALE:NTS M Rights To It's Use For Reproduction Are Reserved For � State Lic:ES0000373 Anclote Sign corporation Only. I with the re ulrements ofthe Fla Bldg nslbl- •Desi nis In I Codeeth Ed 2017 for use within&outsidethe Hl hVeloci Hurricane o VH Ise ineerin certifies on thert u allnte rl o ose items cam vents an orotherconstructlon explicitly specified herein.•Electrical notes details&s specifications provided and are sole re I General g Q 9 ( ) gg ry n Zone fe A•Th ng g Iv r«ur g ty fth sy po d p y pe pec p by po Ity of the electrical cont2ctor.No electrical review haz been performed and no certification of such is intendeo.•Structural design meets requirements ofACl 3I_14,AISC 360-10,ADM7-15,&NDS-15,as applicable.•Steel components shall becoated,painted,orotherwisepprotectedaggainst corrosion per FBA Sec2203.2/2222A.•Alumcomponents Incontactwith steel NOtes. or embedded In concrete shallbepalnted orprotected as prescribed In ADM7-15(1al,or plartiUneoprenespacersprovlded.•All exposedfarteners shallbe55.or haves pratactive coating farcarroslon pro pectlon.-All welding shall be per AVJS requirements•Steel welds:E70wt electrotles.•Aluminumweld5:4043 filler alloy.-Alum eMm ions:60G3 T6 orrtronge6 U.N.O. • r e Seat s easyseals.com DESIGN CALCULATIONS FOR JERSEY MIKE'S SUBS WALL-MOUNTED SIGNS 7890 Gall Blvd—Zephyrhills 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 ®�8y®111Pfj8y�' y Engirkee?s�sipptur ahc)seal valid required or a separate site-specific engineering evaluation performed. °�` 6. Aluminum components in contact with steel or embedded in concrete �°;°® �' •° , � shall be protected as prescribed in the 2015 Aluminum Design Manual, d �o No.67 ga Part 1. Steel components in contact with, but not encased in,concrete a�c shall be coated,painted,or otherwise protected against corrosion. a 7. Engineer seal affixed hereto validates structural design as shown only. ,�®•°® �SM Use of this specification by contractor,et.Al,indemnifies and saves i harmless this engineer for all costs&damages including legal fees& Chris aiL � e�y�° ,,R #67382 apellate fees resulting from deviation from this design. EeSy SE819or,�„� 0:f uth#31124 1200 N Federal Hwy,#200 Boca Raton,FL 33432 EaSy Seals•com Page 1 seaLs CALCULATIONS FOR WALL-MOUNTED SIGNS easysealsmm ' ASCII 7-10 Design Wind Loads WALL-MOUNTED SIGNS Building Specs__ V 140 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 Elmph - UP "C" -MOUNTED SIGNS ASD WIND PRESSURES CENTER CORNER Q(Zone 4) (Zone 5) x x qZ U u, 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 1.53 65.5 -0.90 -1.80 Page 2 Eds SeaLs CALCULATIONS F®R WALL-M OUNTFD SIGNS 1 Wall Sign•Ahehor Deign Structure Dimensions & Loading Design wind pressure: P= 35.2 psf Sign type: Channel Letter Sign size: A= 2.3 sqft (per letter,critical) Wall material: Wood CDX or equiv,thickness to match Min Embed Anchor type/size: #14 Wood Screws or SMS Ref: APA E830E Fastener Loads for Plywood Min Embedment: 0.5" Min edge dist: 2" Min Spacing: 2" Anchor tensile capacity: Tcap= 112.0 lb (per anchor) Check Anchors for Pullout Total Reaction: Rt= 79 lb ...=P*A (per letter) No. of anchors req'd: n = 0.7 anchors per letter ...=Rt/cap Total anchors required: 1 anchors per letter OK,critical anchor option shown. Limit to min(3) per letter, bal. Ref anchor schedule for other anchor options. Page 3 a Liu FLO(11 ON, 5 a City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: #,d ao k Date Received: 3- 2 9' (� Site: 7 6 Yd 6r-f/,&l Permit Type: � czair Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet:shall be kept with the permit and/or plans. i APR 9 .q 2019 Kalvin rt —Plans Examiner Date Contractor and/or Homeowner (Required when comments are present)