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Home My WebLink About22-3905it of Zephyrhill s M 5335 Eighth Street Zephyrhills, FL 33542 BGC-003905-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 06/13/2022 k=j, agril 11•1q ... .. . ... . 1126 210010 16700 0055 38434 5Th Avenue Name: AGHAPY PROPERTIES LLC Permit Type: Building General (Commercial) Contractor: SIGN A RAMA OF NEW Class of Work: Wall Sign TAMPA Address: 445-21 St Ct Sw Building Valuation: $2,400.50 VERO BEACH, FL 33542 Electrical Valuation: $1.00 Phone: (352) 678-8609 Mechanical Valuation: $1.00 Plumbing Valuation: $1.00 Total Valuation: $2,403.50 I Total Fees: $78.00 Amount Paid: $78.00 Date Paid: 6/13/2022 2:22:49PM INSTALLATION WALL NON -ILLUMINATED SIGNAGE PLANET JUNIPER Building Plan Review Fee $26.00 Building Permit Fee $52.00 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. CONTRACTOR SIGNATURE M-TU T-71 17 10, MMITI 17-7 TIA g" PEfIT OFFICEU I Fee $;m*IPT1lehoIfr4A4 P Owner Phone Number Fee Simple Titleholder Address �-k5A CT 'FL JOB ADDRESS 38438 5th Ave. Zephyrhills, FL 33542 LOT # SUBDIVISION PARCEL ID# 11-26-21-0010-16700-0055 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTRe ADD/ALT SIGN DEMOLISH R INSTALL REPAIR PROPOSED USE SFR � Comm OTHER TYPE OF CONSTRUCTION BLOCK F--] FRAME STEEL DESCRIPTION OF WORK Nan Illuminated Wall Sign BUILDING SIZE $Q FOOTAGE I HEIGHT [X--]BUILDING $ 2,400.50 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL =PLUMBING =MECHANICAL = GAS N E R GYj W.R.E.C. C 4( 4s, FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER f COMPANY _5janarama of New Tampa REGISTER ED RED L)�l �N FEE CURREN Y/N Address�,�] 1917 Passes Ave. Lutz, FL 33559 License # ELECTRICIAN COMPANY SIGNATURE REGISTERED Ly LIN FEE CURREN Y/N Address License # PLUMBER COMPANY I SIGNATURE REGISTERED Y/N FEE CURREN Address License # MECHANICAL COMPANY SIGNATURE REGISTERED YIN FEE CURREN Y/N Address License# OTHER COMPANY I SIGNATURE REGISTERED Y/N FEE 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 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. 1114 4-fr * Ik %44% S *4 % S S4 41 6+44 Directions: Fill out application completely. Owner & Contractor Sion back of armlication. notarized AMP SERVICE PROGRESS -4k � " VALUATION OF MECHANICAL INSTALLATION ROOFING = SPECIALTY = OTHER -._''- pu�»onnova.nmeown",xaxmedaovntracm,mcontrxomrs.oeinauvsoumxavomeuonoanmr(s)nign portions mthe "contractor Block" ofthis 6ppkm6tivn 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 topermitting privileges i^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, aomay uodue, will ueidentified at the time nrpermitting. kiofurther 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 projectd not involve acertificate oxoccupancy u,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 topermit issuance inaccordance 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 | have obtained acopy o,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 ivhereby made tnobtain apermit »ouvwork and installation ao 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 tnhoincompliance. Such agencies include but are not limited to: - Department ofEnvironmental Protection -Cypress Beyheado, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wo||s, Cypress Bayheade, Wetland Areaa, Altering Watercourses. - Army Corps ofEngin*era'Soawa||s. Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-VVe||e, Wastewater Tneatment, Septic Tanks. USEnvironmental Protection Agency -Asbestos abatement. - Federal Aviation Authority-Runvvaya. | understand that the following restrictions apply tnthe use offill: Use offill isnot allowed inFlood Zone ''V~unless expressly permitted. - If the 0| mabahe| is to be used in Flood Zone 'YY', it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which in prepared by professional engineer licensed bythe State ofFlorida. - If the DU material is to be used in Flood Zone "A' in connection with a permitted building using stem vvaU construction, | certify that fill will be used only hofill the area within the stem wall. If fill material is to be used in any area. | certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent propertien, the nvvn*/ may be cited for violating the conditions of the building permit issued under the attached permit application, for lots |eea than one (1) acre which are elevated byfill, anengineered drainage plan ierequired. 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 inthe application. 4permit issued shall ueconstrued \obralicense mproceed with the work and not ov 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 o[six (8)months after the time the work iscommenced. 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 |@YOUR PAYING TWICE FOR IMPROVEMENTS TOYOUR PROPERTY. |F YOU INTEND TO OBTAIN FINANCING, CONSULT FLORIDA JUrwn'(rS11703) Subscribed and sw rr 70-(praffirmed) before me4fiii Subscr� , ibed,;s n to or affirmed) before me this'-' as identification. r!!� as identification. OWNER OR AGENT CONTRACTOR No Kli STEPHANIE DAVIS MY COMMISSION 9GG 333567 EXPIRES: May 13,2023 E:: = Commission No. Name of Notary typed, printeo orstamped 20 81EPHANIE DAVIS ONIMISSION Conforms to the requirements of the 7th Edition (2020) of the Florida Building Code sections 1609 and 3107, V(ult) = 140 mph, Exposure category= C, Risk category= 11 John J. Orlando T LLC - 165 Old Ridge Road -Macon, GA 31211 -478 731 5394-jjoriando@cox.net - Florida registration# 0044089 job 5322STB sheet I of 2 —1 Elevation Color & Material =C-O, � Digital Print Vinyl I 1 1/2"=1'-0" E:Q:UANTITY: 1 12 SQFT 9 N MOM p." sR, 3/8" GALVANIZED LAG 01 B LTS ITH AT LEAST 5" F E BED ENT INTO 3/8-16 SS TOGGLER ZIP TOGGLE ANCHORS (BCS) OR EQUIVALENT Existing Bldg. overhang. — 1/4'Thick aluminum mounting plate welded to top of tube frame. Mount to underside of building overhang with fasteners per fastener schedule. 6 Places per Mounting Detail Sfll 3mm MaxMetal Panel with DP vinyl graphics. Mount panel to 2" sq. aluminum frame. 2" sq. aluminum frame. Side View 2 1 1/2"=1'-0" L) A 11.. ST.. iggaramd The way to grow your business 1917 Passero Ave Lutz, FL 33559 813.994.0101 www.5 igna ra m a-Newtampa.com This design is protected by copyright. Use .1'any part .fthis drawing, either by concept or duplication is prohibited without written authorization. SIGNS WILL COMPLY TO FLORIDA BUILDING CODE 2020 (7TH EDITION) UNDERWRITERS --- U LABORATORIES nee c ELECTRIC SIGN f ES12001403 2017 4e�_ 2mff I REV. I Description I Sales Person: Jeremiah Hoch Proje ct Manager: DD Designer: RIF I E] Approved E] Approved as Noted El Revise and Resubmit Date: File Name: 14448--Planet Jupiter Max Metal Sign with Square Tube Frame Quote # 14448 1 lng►li7►l►imggym V 0 Job name Job# Sign company: Installation location: Section 3107 and 1609 of Florida Building Code 2020 and Chapter 30 ASCE 7-16 applies. Application of wind pressures using the alternative all heights method for components and cladding Type of structure: ACM under canopy blade sign Occupancy Category: Wind velocity (3 sec gust), FBC 2020, section 1609.3: Wind pressure (qz) tt 140 i mph 50.2 psf Net Pressure Coeficient (Cnet) from Figure 30.7-2 Components and cladding not in areas of discontinuity - walls and parapets -1.09 Wind Pressure -54.7 Wind load applied between wall and structure, pulling structure away from wall Load carried by tension in fasteners connecting structure to wall maximum height of structure to be attached - maximum width of structure to be attached effective projected area factor projected area of each component to be attached wind load allowable tension load per fastener to even number of fasteners minimum of 2 number of fasteners practically required due to structure shape weight of structure is approximately - allowable shear load per fastener to average shear load per fastener = Mounting surface construction is: Use methods: Method 1 - 3/8-16 SS Toggler zip toggle anchors (BCS) allowable pull out load = 250 Ibs allowable shear out load = 125 Ibs htt s:flto ler.comf dfs/SNAPTOGGLE°laC2%AE-Heavv-C}uty-Toggle-Bolts.gdf NOTE:. Design assumes that fasteners are installed according to manufacturer's instructions, using correct size drill. Method 2 - Lag bolts into framing members. -use 3/8" galvanized lag bolts with at least 5" of embedment into framing members. allowable pull out load = 436 pounds allowable tension load = 680 pounds Method 3 - 3/8-16 Gr5 through bolts htt :llwww.tataolsonline.com/u loadsi2661safot data bolt stren the identification. df clamp load = 4950 Ibs Method 4 - Hilti 3/8" x 2-1/8" KWIK BOLT TZ2 SS304 WEDGE ANCHOR ultimate tension load = 1520 Ibs allowable tension load = 760 Ibs ultimate shear load = 1685 Ibs allowable shear load = 842 Ibs NOTE:. Design assumes at fasteners are installed according to manufacturer's instructions, using correct �ize drill. ife k- g : C Y -1 , BUILDING OFFIC John J. Orlando PE LLC 004408-9 165 Old Ridge Road Macon, GA 31211 f (478)731-5394 jjorlando@cox.net 2.00 ft 6.00! ft 2:00 24.0 ft^2 -1313 Ibs 250 I Ibs -6_ 6i 6 Ibs 125 Ibs 16.0 Ibs C . ; the Florida Building Cfde NO 0044089 psf ATE OF �� sheet: 2 of 2 rrrrrrrw��