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Home My WebLink About23-5704 (2)5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 1 'M "I 'S' M M q M BGC-005704-2023 Issue Date: 04/04/2023 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 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 VMTMMM� IMVIA 1. � 17 � TR%N7.A accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. - CONTRACTOR SIGNATURE�� PEV OFFICEU I— M11 61- Fill FIRTT-ToM MV, ra.-TUMIM 8 1-5-/8Q -0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting It Owner's Name Owner Phone Number or Owne.rr P Pho0 ne Number ber Owner's Address A5�9 Fee Simple Titleholder Name Owner Phone Number F_ Fee Simple Titleholder Address JOB ADDRESS LOT # SUBDIVISION C PARCEL ID#[ on (OBTAINED FROM OPERTY TAX NOTICE) WORK PROPOSED R NEW CONSTR ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK IZI />7L/// L-X / It _k,4_1 VV Lf T / -1--3 1 U I f f ( U, I I _W BUILDING SIZE SQ FOOTAGE [�'/ , 4EIGHT C act xkx C CN.1. I It AL C ktx 1EXAL4, It CXAL'" C IE k W. kXCX C 1EX JECk XIECtItILIE t ktrLX X XX EX 1EXA, CIL W, C W, BUILDING $ t575 Ub VALUATION OF TOTAL CONSTRUCTION E!KELECTRICAL 1$ 6-0 AMP SERVICE PROGRESS ENERGY W.R.E.C. =PLUMBING =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY i r iv r SIGNATURE REGISTERED �Y I �N FEE CURREN Y / N b, G Addre MPAf t f d -0License #&_C7�D �14 -A ELE&TRICIAN COMPANY 17 1 LM fU/( i--%, ___ r6l) q 9-- k SIG �� L E SIG E REGISTERED Y IN FEE CURREN _YIN_j Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN L N Address s License# MECHANICAL COMPANY SIGNATURE RMSTERE. L_Y_LN _J FEE CURREN Y /N Address License # OTHER COMPANY SIGNATURE REGISTERED Y/N PEE 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 onsite, Construction Plans, Stormwater Plans wl 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 & I 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. (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 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 patens 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 Impart 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, me or haSfhave-pr as identification. Public JOY M, GILMORE I,4y CONIMiSSION # GG W5029 EXPIRES; February 12,2024 Uond�"i 1`hru NO'ulrY PuN[roUnderwriters me or identification. JOY M. GILMORE MY COMMISSION # GG 925029 EXPIRES: February 12, 2024 Bunted Thru Notary Public Underwriters Public Walart is INC. St184t. �toim.,t- bane ' BE;AIONNALt.r,Allt 72716 `ro mi0o, It May Concern: Val-iMart Stores I..d' st, IT, Etudiorizes .Florida .S, ilj i Company to complete applications, n-lakc submittals, and perfornI any retfuireanents necessary essaay to obtainall municipal permits associated Walmart Store No. 706 - 7631 Gall Blvd, "/..ephyrhil 1 f,13�354f 'nhaok for jyour attelittwil to tills matter. ,ymu SI# PrC1tG( ,'Ian SUBSCRIBED tmcl swForn to before me on tbc-A 11 2 � � by Mark Asllltnld, Sr, Project I\lanaf er t, LP. Notary�fl.¢�3latitt'C �PrliltCd �l7ktilt', rtttlfL r1.6+c,rn 7Vtltkttl Ilnblic:,, StatC <)1�r13k itlSth4, C't}Utltj' c2fe._e,;,,exi�*"+ My cOrlifilisste>n exltlres � t� Atnkan�es I /aDRI�N Fuht�i6 Nat 90etc�n G9untY g6S2 MY � Cammtasion 9I527t6P8il February 14, 2023 City of Zephyrhills Building Department Re: Walmart Sign permits located at 7631 Gall Blvd To Whom It May Concern, Please find the enclosed documents to apply for sign permit for the Health Center at Walmart at the above address. If there is anything else you need please let me know. Sincerely, Jov"&,FloridS' n.con, 941-238-7915 65.5 sq 16 ftz # TL 1, Verify (ft) (Rush, or pin) {solid area or letters} Flush Flush l ST UCTI® S 2. Select fastener for wall structure. (Letters) (Box) 3. Evenly space fasteners over whole sign area.alt+ . USE MORE FASTENERS IF THE SIGN NEEDS IT! ONLY ATTACH TO STRUCTURAL WALL MATERIAL (UNO). Shape and strength of sign ref ASCE 7-16 may require more fasteners. Example: "I" may need 2 fasteners, "J" - 3, "H" - 4, "W" - 5; and 1/8" thick plastic may need more fasteners to avoid Florida, FBC 7th Ed (2020), Sect 1609 bending. Follow sign manufacturer's instructions and code requirements for placement of fasteners. At least put one in each corner top and Wind a) bottom. Follow fastener manufacturer's instructions and code requirements for installation. Z Cl) I, Low; 11, Normal hazard to human life; III, Substantial hazard to human Cn II Risk Category life; IV, Essential, emergency, critical CALCULATION: Minimum umber of Fasteners C� 140 Wind Speed Basic Wind Speed, Ultimate, mph, from ASCE 7-16, Fig 26.5-1A, Risk 11; M c Z c U) Evenly Spaced Over Whole Sign p or Fig.26.5-113, Risk III & IV C) ScW) Fasteners = Wind Force on Whole Sign Area / Fastener Allowable Tension U� x { g } C Exposure Wind Exposure; C, House size obstructions for > 600 ft; D, no obstructions Minimum Fasteners for hole Sign > 5000, Fastener Wall Structure Pull Fastener Installation Use More if Sign Needs It Sign Height Above Ground, ft, H; Sign cannot be higher than top of wall or 30 Sign Height 60'. For multiple signs use worst case. Mark Disosway, Professional Engineer, 65 3/8" or 1/2" ThruBolt 3/4" Plywood Sheathing 75 3/8" or 1/2" bolt, nut, and washer thru 3/4" plywood sheathing See Gross Sign Area, ft', means the overall area surrounding and including alI Florida License 53915 Sign Area 122 #12 Wood Screw 3/4" Plywood Sheathing 40 #12-14 wood screw into 314" plywood sheathing Table sign letters and logos. UNO valid for one sign each type at this location. WIND LOAD CALC: ASCE 7-16, Section 29.4.2, Solid Attached Signs 4 #10 Metal Screw .080 Aluminum 74 #10-16 Self -drilling screws 3 threads thru .080" aluminum backing Components &Cladding wind pressure on solid sign attached flat against wall or parallel to wall, < 3' fram 4 3/8" Lag Shield Concrete 200 3/8" - 16 screw in hole, tap anchor flush. surface and > T from edge, equals wall wind pressure from ASCE 7-16, Section 30.4. ' 6 3/8" Lag Shield Grout Filled CMU 50 3/8" - 16 screw in hole, tap anchor flush. See Table Wind Force on Sign; F = Paso * Net Sign Area [ K 4 1/4" Tapcon Concrete 171 1/4" Tapcon, min 1.5" embedment, protect from moisture. -71 psf Wind Pressure; PASc = Pull * 0.6 per ASCE 7-16 section 2.4.1 V 13 1/4" Tapcon Grout Filled CMU 21 1/4" Tapcon, min 1.25" embedment, protect from moisture. -118 psf Wind Pressure; P",t = qt, "tt*GCF, C&C, ASCE 7-16, Eq 30.3-1 4 #12 Metal Screw 20ga CFS Frame 83 #12-14 Self -drilling screws 3 threads thru 20ga steel frame. 84 psf Velocity Pressure; gh,it= 0.00256*1<Z*K,t Kd*Vz,it; ASCE 7-16, Eq 26.10-1 7 #12 Wood Screw 5/8" Plywood 40 #12-14 wood screw or SMS into 5/8" OSB or plywood. 0.98 Veloc Pres Expos Coeff; K 2.01*(H/900)"(2/9.5)ExpC, (700&11.5)ExpD; ASCE 7-16, Table 26.10-1 4 Timber Screw Wood Framing 170 FastenMaster Timberl-OK, 1/4" thread wood screw 1,25" in wood -1.4 Ext. Pressure Coeff; GC =-1 A(<60ft)-1.8(>60ft) Zone 5, 1 ftz area, ASCE 7-16, Figure 30.3-1, 30.5-1 g 4 3/8" Toggle Bolt Hollow CMU 75 3/8" Toggler - Snaptoggle BC, toggle anchor - into hollow CMU 0.85 Wind Direction Factor; Kd = .85 for attached signs, ASCE 7-16, Table 26.6-1 Y n le Bolt 5/8" le BC, ainst 9 1 /4" ggBolt 5!8" plywood l plywood 30 1 /4" Toggler - Snaptoggle BB togol5/8nc' or plywood o 5/8" plywood Topographic Factor, Kzt = 1ifor fla, sign ta ougnd, no hill, rid e, ore esca, ASCE rpment for comers or edges 0 T E ToggleP Yw gg Snaptoggle P Yw Pog P 99 P 9r _xt 4 1/2"Sleeve Anchor Concrete 190 1/2" HILT[ HLC-H or HLC-HX304SS3/8 Sleeve Anchor, 1.5" embed 5 psf Sign Weight, must be less than 5 pounds per sq.ft. net area. 2023-03-09 4 1/2"Sleeve Anchor Grout Filled CMU 190 1/2" HILTI HLC-H or HLC-HX304SS3/8 Sleeve Anchor, 1.5" embed This seal for structural engineering per Scope of 6 3/8" Stud Epoxy Hollow CMU 50 3/8" the rod stud in NIT -SC 16x50 screen tube, in Hollow CMU, Hilti FLUSH MOUNT Work (Fasteners only) epoxy NIT-HY-270, or equal. SCOPE OF WORK 6 3/8" Stud Epoxy Concrete 50 3/8" the rod stud in Concrete, Hilti epoxy HIT-HY-270, or equal. 2" ENGINEERING: Calculation of minimum embed. fasteners. ONLY. (See equation). IMPORTANT - Adhesives and toggles are strong but none have code approval for structural applications. Sign installer must test!hese This seal IS NOT: architecture, electric, or structure connection strengths. Pull on fastener 2.5 * Allowable Tension. Use tripod, game scale, and hooks. of sign and wall. By using this engineering sign installer, manufacturer, and owner agree to: °-tr 1. Select fastener from table based on wall _..._. structure. 2. Install fasteners per fastener manufacturer instructions in locations required by r� M — — — — — — — — — � � � � � � � � � � � sign manufacturer this may mean more fastener are required than shown in table. 3. Make sure sign = ; and wall meets building code, sign code, and UL. Fr H tu Verify stated wind (speed, risk, exp, topo), sign ea i Ce nte rl,' (size, area, location on wall, max weight), wall (materials and construction). t— -... — — — ._. — ..... — _ _.. .. — _. — — — — _.. ._ .,-. — _. — .... — — — — — ...- _. — — _ INTERNALLY ILLUMINATED 67.90 SF { ,-00 PASTED IMAGES, DETAILS, DRAWINGS, AND I ref .n . �% NOTES ON THIS SHEET ARE NOT ENGINEERED OR = I ' c7 � REVIEWED. They were pasted in at customer's f �, ' . fA c cotti 1 Ing Y 5c r es by ? 1 ---r Wyndham Z pt, , ,ls m request to help relate fastener engineering to the jab. 0 . l " k- 0 signengineering@gmaii com M, f r r r pFt - Mark Disosway, PE, 163 SW Midtown Place, Ste 103, Lake City, Florida 32025 386-754-5419 p f Job # 230109 INDIVIDUAL SERVICE Dolfar T�ee PLAQUES � � r s � �,� i �a��, �r r� WALL SIGN: Flat on wall max 12" thick. _.. 157 fi ' Asper, F I Florida Si Company INDIVIDUAL ��F x� ImartSuperce€rter 9n p Y F- 3- 3 SF Walmart #706 ar e 7631 Gail Blvd. 4 d 4 4 4 4 M,n Fast - ¥ l ( ,r, ,t Zephyrhllls, FL 33541 w ..:.:. F s -' ;xe.i�'r.t 4 f 209) SheetA Sht1of1 Rev1 Da 230209