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Home My WebLink About23-5720City of Zephyrhills 5335 ill Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BGC-005720-2023 Issue Date: 03/17/2023 A ROMER= =0 ETOT,"Irl"IT-7 a accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. I-IJIM I tt u I Um J1"INA I VIMM PEJAIT OFFICE() 813780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department LDate Received I Phone Contact for Permitting ( 813 �715-- 2333 ol� 851 -1 5� W, 0 r Owner's Name Cortes�Cortes, Inc, Owner Phone Number 727-851-1585 Owner's Address L51 3 --- --- -- -- Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address [5:1:3:1Gall Blvd. �/Zeph�yrhills, FL LOT # JOB ADDRESS �-00 �10-1 8�500-0030�� SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR f—I ADD/ALT �SIGN DEMOLISH INSTALL [_� R REPAIR PROPOSED PROPOSED USE SFR COMM = OTHER TYPE OF CONSTRUCTION BLOCK FRAME = STEEL Install TWO LED illuminated wall siQns,.- Connect to existing electric. DESCRIPTION OF WORK BUILDING SIZE SQ FOOTAGE HEIGHT BUILDING S VALUATION OF- TOTAL CONSTRUCTION XELECTRICAL AMP SERVICE Q PROGRESS ENERGY = W.R.E.C. PLUMBING ITCD I bu t4 �,g =MECHANICAL VALUATION OF MECHANICAL INSTAL I ATION GAS ROOFING F7 SPECIALTY OTHER iii FINISHED FLOOR ELEVAI IONS FLOOD ZONE AREA =YES NO IST BUILDER SIGNATURE Address ELECTRICIAN SIGNATURE Address PLUMBER SIGNATURE Address MECHANICAL SIGNATURE Address R i F- ATURE RREF LILN_ LLC, URREI YIN JRREr RESIDENTIAL Attach (2)-Plot Plans; (2)-setsof 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 dumbster; Site Work Permit for sulbolvisions/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. I I I a I I I I I I I I I 1 0 # I I I I I I a a I I I I I a I I I I I I I I I I I I I I I I I I I I I I A I I I I a I I I 0"o-o" Di rections: r 'flons: Fill out application completely. Owner & Contractor sign back of application, notarized if over $2600, a Notice of Commencement is required. (A/C upgrades over $7500) Agent (for the contractor)'ot Power of Attorney (for theowner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades AIC Fences (Plon/Surveyll'ootage), Driveways -Not over Counter if on public roadways needs'Row NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit maybe subject to 'deed' restrictione 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, 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 —Homeowners 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'SIOWNER'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 W Department of Environmental Protection -Cypress Bayheads, Welland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Weiland 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'\/' 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 OBTANS"CING, CONSULT OWNER ORAGENT CONTRACTOR F FJO' Subscribed and swam to (or —affirmed) before me this 5 ad nb.,.-.P9bft _tky CA�—�by .." .4 . , ol Who islare personally known to me or has/have produced Who 1111 Men h ova pro ced -sidentificallon, 0�k�_s Identification. Notary Putlllc No ublic Commission No. C No. Name of Notary typed, printed at stamped of N typed, 'ri or sr..p., 9 DEBORAH SUE RATHEL I.ei �y "W� Notary Public -State Of Florida 14"v"A commission # GG 948248 P my commission Expires February 03, 2024 31.3 tt, IGN INSTALLER I i. venry (Tr) (Tiusn, or pin) (sona area or letters) .......... ...... S ...................................... . ........... ........... ......... ...... ...... ......... ....... ...... ...... .................. Flush 2. Select fastener for wall structure. ....... ....... CO: �:e.in n rtn (Box) INSTRUCTIONS 3. Evenly space fasteners over whole sign area. ....... S. .. ...... .... ....................... ........ ...... .11111.1 ...... _..1__, ................................... ........................................ ....................... ....... ............................ ............................. ...... . . . ............................................. .............. .......... .......... .................... .............. ....... 1.1-1-.1--11 ............ ................ .............. ......................................................... .............. ...... (1) USE MORE FASTENERS IF THE SIGN NEEDS IT! ONLY ATTACH TO STRUCTURAL WALL MATERIAL (UNO). Shape and strength of sign may require more ref ASCE 7-16 Z fasteners. Example: 'T' may need 2 fasteners, "J" - 3, "H` - 4, "VV'- 5 and 1/8" thick plastic may need more fasteners to avoid bending. Follow sign manufacturers Florida, FBC 7th Ed (2020), Sect 1609 instructions and code requirements for placement of fasteners. At least put one in each corner top and bottom. Follow fastener manufacturer's instructions and code wind requirements for installation. C-4 X 1, Low 11, Normal hazard to human life; III, Substantial hazard to human Risk Category life; IV Essential, emergency, critical CALCULATION: Minimum Number of Fasteners 14 Wind Speed Basic Wind Speed, Ultimate, mph, from ASCE 7-16, Fig 26.5-1A, Risk 11; or Evenly Spaced, Over Whole Sign rFig.26.5-1B, Risk III & IV Fasteners = Wind Force on Whole Sign Area / Fastener Allowable Tension C Exposure Wind Exposure: C, House size obstructions for > 600 ft; D, no obstructions Minimum Fasteners for whole Sign > 5000' Fttt (Use More if Sign Needs it) Fastener Wall Structure Pull Fastener Installation 30 Sign Height Sign Height Above Ground, ft, H; Sign cannot be higher than top of wall or 3/8" or 1/2" ThruBolt or Solid Structural 3/8" OR 1/2" BOLT, WASHER, LOCK NUT OR 3/8" OR 1/2" THREADED ROD, WITH 60'. For multiple signs use worst case. 8 Threaded Rod Wall 200 WASHER AND LOCK NUT EACH SIDE, THRU 6" CONCRETE, 13" SOLID BRICK, OR See Sign Area Gross Sign Area, ft2,means the overall area surrounding and including all 2X6 STUD WALL WITH (1) 2X6 OR UNISTRUT P5000 HORIZONTAL BACKER, Table sign letters and logos. 8 3/8" HILTI KWIK BOLT 6" CONCRETE 200 HILTI KWIK BOLT KB-TZ2 3/8 SS316 EXPANSION ANCHOR TWIN EMBED IN 3000PSI WIND LOAD CALC: ASCE 7-16, Section 29.4.2, Solid Attached Signs WALL CONCRETE Components & Cladding wind pressure on solid sign attached flat against wall or parallel to wall, < Tfrom 8 TIMBERLOK SCREW 2X6 STUD 200 FASTENMASTER TIMBERLOK SCREW 3" EMBED IN CENTER OF 2X6 WOOD STUD. surface and > Tfrorn edge, equals wall wind pressure from ASCE 7-16, Section 30.4. See Table Wind Force on Sign; F = PASD * Net Sign Area 318" TOGGLE or 3/8" TOGGLER SNAPTOGGLE BC OR DES LIBERTY TOGGLE ANCHOR IN HOLLOW 8" -35 psf Wind Pressure; PASD = Pull * 0.6 per ASCE 7-16 section 2A. 1 8 8" HOLLOW CMU 200 . SNAPTOGGLE CMU. -59 psf Wind Pressure; Pit qh,u1t*GCp; C&C, ASCE 7-16, Eq 30.3-1 8 3/8 SLEEVE ANCHOR _[FHOLLOW CMU 200 13/8" HILT[ HLC-HX304SS3/8 SLEEVE ANCHOR 1.5- EMBED IN HOLLOW 8" CMU. 42 psf Velocity Pressure; qh,JI= 0,00256*K,*K,*Kd*V1,j,; ASCE 7-16, Eq 26.10-1 IMPORTANT - Adhesives and toggles are strong but none have code approval for structural applications. Sign installer must test these connection strengths. Pull 0.98 Feloc Pres Expos Coeff; K,=2.01 *(H/900)1(219.5)ExpC, (700&1 1.5)ExpD; ASCE 7-16, Table 26. 10-1 Ion fastener 2.5 Allowable Tension. Use tripod, game scale, and hooks. -1.4 Ext. Pressure Coeff; GC,=-1.4(<60ft) -1,8(>60ft) Zone 5, 1 ft2 area, ASCE 7-16, Figure 30.3-1, 30.5-1 FRONT VIEW WALL SIGN BY CRAZY4SIGNS, LLC THIS ENGINEERING IS FOR THE FASTENER 0.85 Wind Direction Factor; Kd = .85 for attached signs, ASCE 7-16, Table 26.6-1 - ----------- ATTACHMENT OF THE SIGN FRAME BACKER PANEL 0 Int. Pressure Coeff; GC i = 0, sign flat against wall, ASCE 7-16, Sec 29.3.2 P ------------- -- -------- ------ TO THE WALL ONLY. FRAME, LETTERS, LOGO AND 1.0 Topographic Factor; Kzt = I for flat ground, no hill, ridge, or escarpment >15'; = 2 for corners or edges THEIR ATTACHMENT TOGETHER DESIGNED BY 51 psf Sign Weight; must be less than 5 pounds per sq.ft. net area. SIGN MANUFACTURER. NOT PART OF THIS CN 6PER: CRAZY4SIGNS, LLC . - "The Green Between" - Reverse Lit Channel Letters with Green LEI 's 114* RDS' - "Logo" - Front Lit and Reverse Lit with Green LED's r— RECOMMENDED LOCATIONS FOR FASTENERS - - Backer Panel Non -Lighted and Direct Mount to Wall ---- --- ---- "I A - I& ---- 4_0 --- ^ ---- Ide ---- I -------- SEE CHART FOR SIZE AND TYPE. --------- - ----------- - x 2 SIGNS AT THIS LOCATION HORIZONTAL BACKER STUD FLUSH MOUNT i Z47_11100 3/9' TOGGLER SNAH04GGLE &C OR FASTENMASTER I I i r1l), I _L/_1 STEEL FRAME. DIPS LIBERTY TOGGLE AJ"OR TIMBERLOK SCREW W 0 RLTI HLC ANCHOR 2 UNISTRUT BACKERS (1)ZX10 WOOD P5000 L (SY INSTALLER) BACKER i 1� i i3j K. S loo (BY F 4F WASHER W/ WASHER W1 43" tIN ldicole-b Worker DOUBLENUTS DOUBLE NUT s Accident Injury Lawyers i OR CRIMP THREEADS OR OR1W TKqFADS 1/2" OR 1/2" OR 318"0 71-M BOLT OR 112"SS THREADED ROD /-"N 318- 0 THRU BOLT OR 1/2- SS THREADED ROD 413 30 0 EXPANStON ANCHOR ROD a WOOD OR METAL STUD WALL THIS ENGINEERING ASSUMES THE WALL SIGN IS ACTING LIKE SIDING WITH FASTENERS EVENLY SPACED OVER THE WHOLE AREA OF THE SIGN AND ALL EQUALLY WIND LOADED. IF FASTENERS ARE NOT EVENLY SPACED, FOR EXAMPLE, IF THEY ARE ONLY ON THE OUTER EDGE AND NONE HOLDING THE MIDDLE OF THE SIGN FACE, THEN YOU NEED TO CHECK WITH THE BUILDING 4 WF ENGINEER TO MAKE SURE THE BUILDING CAN HANDLE THE POINT LOADS 1322 -1- 37 FROM THE FASTENERS. Cants Unlimited Mot,, 93 ft P L LO The cicar Room 9, 6 �4 r 0 z & �J q41 v y Mark Disosway, Professional Engineer, Florida License 53915 UNO valid for onqo§'h 0#4 !r�4,this location. ra A" P4 10 "AL 2023-02-06 This s6al ftr strwctwral a-ingine-i-ring Sc#,;t,,- 41 Work (Fasteners only) SCOPE OF WORK (See equation). architecture, electric, or structure sign and wall. 1. Select fastener from table based on wall structure. 2. Install fasteners per fastener manufacturer instructions in locations required by sign manufacturer; this may mean more fasteners are required than shown in table. 3. Make sure sign and wall meets building code, sign code, and UL. Verify stated wind (speed, risk, exp, topo), sign (size, area, location on wall, max weight), wall (materials and ROTES 8AT815 SMEET ARE il-OT ERGIREERE REVIEWED. They were pasted in at customers signengineering@gmaii.com Mark Dis W Midtown Place Ste ffly� Rno #1FAM14*161 Crazy4Signs, LLC The Green Between 5131 Gall Blvd. Zephyrhills, FL 33542 It. ##* .2 • _. I km R 61 The Green Between 5131 Gall Blvd. E Zephyrhills, FL 33542 , � cel ID: 11-: �VI VY' - 1 -1 -1 - t °y F' F LocationsSign