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HomeMy WebLinkAbout25-9501,pr City of Zephyrhills PERMIT NUMBER 5335 Eigth Street Zephyrhills, FL 33542 BGC-009501-2025 Zephyrhills Phone: (813)780-0020 Issue Date: 04/28/2025 Fax: (813)780-0021 l, J�t� re /,"t "i/ Permit Type: Building General (Commercial) 'Proporty'Numb r e Street Addre' SS' 11 26 21 0010 05700 0253 5710 GALL BOULEVARD ZEPHYRHILLS, FLORIDA 33542 Owner Inforritiation 'P, rmit,12,formation 'Con'tractolrinformailon"i ACC INVESTMENT GROUP LLC Permit Type: Building General (Commercial) SIGN XPRESS PO BOX 2576 Class or Work: Monumental Sign ZEPHYRHILLS, FL 33539 Building Valuation: $10,000,00 Electrical Valuation: $100.00 Mechanical Valuation: $1,00 Plumbing Valuation: $1,00 Total Valuation: $10,102.00 Total Building Valuation: $10,000.00 Total Cost of Job: Total Fees: $202,50 Amount Paid: $202,50 Date Paid: 04/28/2025 INSTALLATION MONUMENT SIGN W/ ELECTRIC &EINSPECTION 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, before recording your notice of commencement." Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PERMIT OFFICER 613-780-0020 City of Zephyrhills Permit �pplicafion Fax-ft 13-780-0021 Date Received f3ullchng Dap.1mon, Phone Contact for Pannittin It a I a 4 a Owner's Name 4 Owner Phone Number Owner's Addres ii Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS LOT # SUBDIVISION PARCEL 10# rl" Y..Afl... Ifur. �PR.P WORK PROPOSED N1W CONITRE] ADIXALT SIGN DEMOLISH El INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK SO FOOTAGE HEIG U� BUILDING SIZE HT 50,81-111-DING r cc VALUATION OF TOTAL CCINSTRUCTIO c: � — ELECTRICAL. AMP SERVICE PROGRESS ENERGY WALE,C, =PLUMBING E= � 50 =MECHANICALL___VALUATION OF MECH L N�A4A J =G,AS ROOFING SPECIAL PER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGrSTE ED Y N FEF FU_RREN N Address Lloerso # ELECTRICIAN COMPANY SIGNATURE _F E F Z71 1 R —IN Address L i c a n s a # COMPANY SIGNATURE J-H - __L_ D 7:V 7-,uw,�� �77 PLUMBER SIGNATURE Rk�GISTF Y _RE Address License# MECHANICAL COMPANY E SIGNATURE REGISTERED =Y,N= Address License # OTHER COMPANY SIGNATURE Address License # RESIDENTIAL Affect) (2) Plot Plans, f2) sets of Building Plans: (1) set of Energy Forms; R-OW Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans. Stormwater Plans rv/ Silt Fence installed. Sanitary Facilities & I dumpster; Site Work Permit for subdivislons,11ame projects COMMERCIAL Attech (2) complete sets of Building Plans plus a Life Sarety Page; (1) act of Energy Forms. R-04V Permit for new Minimum ten (10) working days after submittal date, Required onsite, Construction Plans, Stormwerer Plans w/ Silt Fence installed, Sanitary Facilities & I durnpater. Site Work Permit for all now 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 $750(q — Agent (for the contractor) or Power cal Attorney (for the owner)would be someone Alin notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contras; required) Recocifs if shingles Sewers Service Upgrades A/C Fences (PlotiSurvey/Footage) Driveways -Not over Counter if on public roadways.. needs ROW 81rats-oo2a City of Zephyrhills Permit Application Fax flt3-r8a-002t Building Department NOTICEOF DEED RESTMOTION& The undersigned understand$ that this permit rest? be subject to "dears' restrictions' which maybe more restrictive tiv in County regulations. The undentlgned assumes responsibility for compliance with any applicable dew rostrklions. UNUCENSEC CONTRACTORS AND CONTRACTOR NE5 NBIBti.ITIES: If the owner has hired a coritractor 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, bath the owner and contractor may be cited for a misdemeanor violation understate law. if the owner or intended contractor are uncertain as to what licensing requirement$ may apply for this intended work, they are advised to contact the Pasco County Building inspection Dkeson--!.lamming Section at 727 '7- tftiM Furthermore, If the owner has hired a contractor or contractors, he is advised to have the motous) sign pre Iona of the 'contractor Block' of this application for which they will be respornalba. if you, as the owner sign as the contractor, that may be an indication that he Is not property licensed and Is not entitled to permitting privileges in Pasco County, TRANSPORTATION IMPACT/UTILITIES IMPACT ND RESOURCE RECOVERY FEES: The undersigned understand that Transportation Impact Fees and Remorse 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 80-07 and 7, as amended The undersigned also understands, that such feces, as may be due, vAl be identified at the time of permitting, it is further understood that Transportation Impact Fees and Resource Recovery Fees must ire paid prior to receiving ai "cart#f€caxte of occupancy" or° Inca power release. If the project does not involve a certificate of occupancy or final power release, the fees mast be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are dote, they must be paid prior to permit issuance in accordance with applicable Pasco County. ordinances. CONSTRUCTION UEN LAW (Chapter M, Florida Statutost as amended): If valuation of work Is $2,600M or more, I certify that 1, the applicant, haven been provided with e copy of the "Florida Construction €..fen Lames -Homeowner's Protection Guide' prepared by the Florida Department of Agriculture and Consumer Affairs. if the applicant is someone other than the "owner', l 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, CONTRACT 'S WNER' FICAVM I certify that all it* Information in this application is accurate and that all workwill be dome in compliance with all applicable lases regulating construction, zoning and land development. Application do hereby made to obtain a pennit to do work and Installation as indicated, t 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 lays regulating construction, County and City coders, zoning regulations, and land development regulations in the jurisdiction, € 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 identity what actions I must take to be in compliance. Such agencies Include but are not limited to: a Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water asteweter Treatment,. - Southwest 'Florida Water Management District -Wells, Cypress Sayhead , Wetland Areas, Altering Watercourses. r Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. - Department of Health & rehabilitative Services/Enviranniontal Health Unit -Walls, Wastewater Tr atlarent, Septic Tanks. T 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, 1 certify;that fill will be used only to fill the area within the stem wall, w 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 its required. If € aim.the ANENT 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, press, sir conditioning, gas, or other installations not specifically included In the application. A permit Issued site# 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 t n' codes, nos shirk Issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violadims of any codes, Every permit Issued shell 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 exceard ninety (90) days and will demonstrate Justifiable cause "or it* extension. If work ceases for ninety (90) consaPutive, days, the lob is considered abandoned. WARNING TO OWNER- YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING ICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT r a.vry ur+uur� OWNER ANT C ONTRACTOR Su an s t or eRS t e� a this a ldsw>rn to a atfinr, evi) s e this by byr Who isfere personally known to me or h have Iarcaei a wn to me or ha aura prndiron m as identification. as identification. �r Notary Public _ !Votary Public Pmmission No. Commission . ..v...............w..,............m,.�,�____....w.w.: ...,,......._.�,.......,r ,me a hlotary typer nt or stern Nervta of othey ype , pr its t r sfarnpe STEPHANIES,KELLEHER iPAYPJ� STEPHANIE So KELLEHER *: FA`f COMIi ISSION HH 311493 *: MY COMMISSION # HH 311493 EXPIRES: October 22, 2026 fNR EXPIRES: October 22, 2026 i. / . Seats �-��� �������0 0 ���^�������� "����������������m�m���m� FREESTANDING SIGNS 5710 GaWBlvd—ZmphyrhUfm 2. Wind loads have been calculated per the requirements ofASCE7-2Zas shown herein, except where noted otherwise. I These engineering calculations pertain only tothe structural integrity nf those systems, components, and/or other construction explicitly specified herein and/or inaccompanying engineering drawings. The existing host structure (if any) isassumed tobeingood condition, capable ofsupporting the loaded system, subject tobuilding department approval. Nowarranty, either expressed orimplied, iscontained herein. 4. System components shall beasnoted herein. All references tnnamed components and installation shall conform tomanufacturer's m/industry specifications assummarized herein. 5. Where site conditions deviate from those noted herein, revisions may be required or a separate site -specific engineering evaluation performed. 6 Aluminum components in contact with steel o,embedded inconcrete shall beprotected asprescribed inthe 20ZOAluminum Design Manual. Steel components in contact with, but not encased in, concrete shall be coated, painted, o/otherwise protected against corrosion. 7\ Engineer seal affixed hereto validates structural design esshown only. Use of this specification by contractor, et. Al, indemnifies and saves harmless this engineer for all costs & damages including legal fees & apeUatefees resulting from deviation from this design. Index: Pgz Cove, PgI Wind Loads Pg9 Footing Design pg4 phmarySvpport(s) 6738 Ea ;," 211M Ws" N .. q.� Auth # 31124 z2onwFederal Hwy, #200 Building Specs V= 140mph Basic wind speed (Volt) Exposure C Ae = N/A VT = N/A VT/V = N/A ASD Load Combo Coeff: 0.6 Risk Category: 11 <-Tornado load eval not reqd Effective plan area (sqft) Tornado speed (Volt) Calculations a = 9.8 3-sec gust speed power low exponent zg = 2460' Nominal ht. of atmos. boundary layer G = 0.85 15 ft 18 ft 29.8 psf 20 ft 30.4 p sf 25 ft 31.8 psf L+ 3 0 ft + 33 1 psf 40 ft .. qz 25.6 26.6 27.2 4 28.4 29.5 31.3 Kd = 0.85 Directionality factor Kzt = 1.0 Topographic factor Ke = 1.0 Ground elevation factor Cf = 1.55 Force Coefficient Width / Height ratio � 0,5 CALCULATIONS FOR FREESTANDING SIGNS kv 0 x"\"'-"W Seats Footing Design for Freestanding Signs Design wind pressure: P = Overturning Safety Factor: Q = 1.5 FBC 1807.2.3 Sign area 1: Al = 48.0 sq ft tributary area I for each footer (e.g. sign) Height of applied force above grade: hl= 3.0 ft height of area I centroid Sign area 2: A2 = 0.0 sq ft tributary area 2 for each footer (e.g. post.) Height of applied force above grade: h2 = 0.0 ft height of area 2 centroid Overturning Moment: Mn= P*(Al*hl+A2*h2) Mn= 4.1 kip-ft Scl / Rect Footing dimensions: B = 3.17 ft L = 3.17 ft Footing depth: d = 2.5 ft Soil cover: ds = 0 ft Superstructure weight: Dr = 200 lb Soil cover weight: Ds = 0 lb = lOOpcf*B*L*ds Footing weight: Df = 3768 lb = 150pcf*B*L*d Total weight: D = 3968 lb Dr + Ds + ref Soil Strength _WTables 1806.2, .1819.6 Soil class: 4. Sand, silty sand, silty gravel Lateral bearing strength: plat = 150 psf/ft Vertical bearing strength: Pbrg = 2000 psf reaction below footer at toe Total Resisting Moment'. Mtot My / 0 Mtot 4.2 kip-ft ... > B/6 qtoe < Pbrg OK Mtot > Mn OK ZIM CALCULATIONS FOR FREESTANDING SIGNS -�y e sysealsmm Hallow Structural Pipe in Bending Allowable Stress Design per 2016 RISC Spec for Structural Steel Buildings Material Properties Yield Stress, A53 Grd B Steel: Fy = 35 ksi Modulus of Elasticity: E = 29000 ksi Safety Factor = 1.67 Per Section B3.4 im rj#.�� Member Properties ANSI 35' Schedule 40 steel pipe Nominal size: 3.5" diam - Sch 40 Outside Diameter d = 4 in Moment of Inertia: IX = 4.8 in 4 Wall Thickness t = 0.226 in Section Modulus: S = 2.39 in 3 Deflection Limit: Defl = L / 60 Design wind pressure: P = 28.7 psf Sign area: Al = 48.0 sq ft tributary area for each post (e.g. signs post) Eccentricity of applied force: el= 3.0 ft distance to area centroid (weighted avg hl,h2) (1): Yielding Limit State n = Fy S Allowable Moment: Mallow = Mn / 1.67 Mn= 83.8 kip -in Mallow = 50.2 kip -in Check Member Bending Moment in member: Mmax = P*Al*el Mmax 49.6 kip -in Check Member Deflection: Allowable Deflection: Lkilow 0.60 in L / 60 Deflection in member: Anax= P*(A*eA3)/(3*E*I) Amax = 0.15 in i V-6" 1 T T CABINET TO HAVE ALUMINUM OVER INTERNAL ANGLE, ALL WELDED FRAME. FACES TO BE FLAT ALUMINUM WITH WHITE PREMIUM VINYL ON FACES. Ot C) LL 00 Lf ccco Z mop U_ CD 0 0 M rN "j R V INTERA D K!, 0 eP2 4, 083i '01 Semincil 9''P 113 1-727-541-5573 Fax: 1-727-544-7745 LIC. #CS 12000419 www.intiSign.com Client. COLDWELL BANKER Drawing Number. A25119-COLDWELL BANKE Revisions: DATE., DESCRIPTION: —BASE TO HAVE ALUMINUM OVER INTERNAL NR Va ANGLE, ALL WELDED FRAME, FINISH TO R—OO-00 5710 NR MATCH BUILDING, 6" CUT OUT ADDRESS _00-00 NUMBERS. NR 00_00 44 NR _00-00 .21 Al Sales Person: M -1/2" SCH 40 STEEL POST IN 3 EMBED TO 6" FROM FOOTER BOTTOM Scale: lul AS NOTED a Drawn by: 0 O. BARNITZ rT X CQ M C) CONCRETE FOOTER OPTIONS (2500 PSI): CLIENTILANDLORD APPROVAL E i eT�N MONUMENT FRONT ELEVATION - 24" CIA x 5'-3" DEEP [AUGERED] MONUMENT SIDE ELEVATION ©APPROVED ':t-, 0 ® 3'-2" SO x 2'-6" DEEP [SPREAD, WITH 0 APPROVED AS NOTED Lr� SCALE: SCALE: 1/2"=1'-O" 00 (4) #5 BARS EACH WAY, TOP+BOTJ 0 REVISE AND RESUBMIT C> ONE (l) DOUBLE FACE, NON -ILLUMINATED MONUMENT SIGN. Signature: .0 28.0 SQUARE FEET. Title: Date: WELD Il 1/4­ '/2" BOLTS MATIME ABOVE NOWLEDGES THAT ALL SPECIFICATIONS AND F_ 0 ffimEnsmo ON THESE ouwflflas ARE UNDERSTOOD no GOARECT 0 0 2" X 3/16" ALUMINUM ANGLE, THIS IS AN ORIGINAL DRAWING PROVIDED AS PART OF A PLANNED PROjECT AND IS NOT 6 ALL WELDED FRAME 2 '�;; I I WHITE BASE CABINET TO BE EXHIBITED, COPIED OR REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 0) PREMIUM TO MATCH PMS 280 C 2" X 3/16" STEEL ANGLE, INTERNATIONAL SIGN COMPANY OR IT'S �� 0 0 U VINYL BUILDING AUTHORIZED AGENTS. ALL RIGHTS RESERVED. T.B.D M p Ly VIA T H P R EVA, I L I N G ALL WELDED CRADLES -a -ALUvAlURK SHA�L k�'3 SIGNS WILL COMPLY TO m 0 IWING CODE, ANGLE CODES FLORIDA BU 3" X 3/16" STEEL FLORIDA BUILDING CODE NAXIONAL @LE,,rTR1C C001­' CLIPS WELDED TO CRADLE 2023 (8TH EDITION) cc < OF ZEP;H,,YRH1LLS AND WELDED TO PIPE PRIMARY ELECTRICAL POWER TO SIGN AND —1 HE 'I TO BE BY OTHERS. ALL POWER TO BE VAT" —ROUND ASTM A53B STEEL I E W ORDINAN _R ? 4 M9, 120 VOLT UNLESS OTHERWISE STATED. 0j C) PIPE FROM GRADE AND ELECTRICALTO USE 0 MITY OF ZEPHYR�H__11 1, L. LISTED COMPONENTS 11 0. X THROUGH CABINET BUDIAND SHALL MEET ALL' E212429 N.E C. STANDARDS 2020 ILNG OFF) CRADLESECV ON 1/2" BOLTS SIGN MUST BE GROUNDED IN COMPLIANCE WITH ODE. kA R Z ! T' SCALE: NOT TO SCALE ARTICLE 60 OF THE NATIONAL ELECTRIC C SHEET NO. 101 z %A § 4 General Desumis in accordannewith therequirementsirrheRaBlItIg(odeft Ed (2023) forusewithin & out5idethe HighVelocityl-turricameZone (HVHZ), -Thiserigineermij cerfifiesonly the structural integmyofthose Systems, comporients, and/orotheT constructionexplicily spedfied herein. Rectrical notes, detags, & specifications areprovided byand arethe A, respicusibilityofthe electrical contractor. Noelectfical review hasbEicui performed and nocertification ofsu(h is jrdended. -Structural design meets; requirements ofACI 318-19, AISC 360-16, ADMI-20, &NDS-18, Notes: as applicable. - Steel components shall be coated, painted, or otherwise protected against corrosion per Jg( Set 22032/2222.6. - Alum components in contact with steel at embedded in concrete shall be painted or protected as prescribed in ADM1-20(la), of plastichrropfene spacers provided. - All exposed fasteners shall be S.S. or have a protective coating for corrosion protection. - All welding shall comply With AWS requirements. - Steel welds. E70xx electrodes. - Aluminum welds: 4043 filter Jay. - Alum extrusions: 6063-T6 or stronger, U.N.O. 10.4 A 7 C? 200,90 Yke A 6- vim �A ilk V-, t RI 0 M S_ 10831 400 Seminole,'FLIST77 1-727-541-5573 Fax: 1-727-544-7745 LIC. #ES 12000419 www.intiSign.com Ulient. COLDWELL BANKER Date: JANUARY 15, 2025 Drawing Number. A25119-COLDWELL BANKER Revisions: DATE DESCRIPTION 101L 00 -00 MO. NR M_OO-Go 30 NR 7 � 2 9-00-00 0-00-00 NR NEW Sales Person: LM At MONUMENT SIGN WILL GRIFFIN les c zE Scale: IfIX r Al AS NOTED QD-) Drawn by: 0. BARNITZ x cq CLIENTILANDLORD APPROVAL E it .9 A DAPPROVED —y- N 0 APPROVED AS NOTED f -4 0 REVISE AND RESUBMIT o Signature: It Title: Z vu Da s it VGNATUK ABOVE ACKWASUS TM ALL SPECIFICKMA AND 5 1P THIS IS AN ORIGINAL DRAWING PROVIDED AS PART OF A PLANNED PROJECT AND IS NOT 4 TO BE EXHIBITED, 90PIED OR REPRODUCED it 4, WITHOUT THE WRITTEN PERMISSION Of tt__ INTERNATIONAL SIGN COMPANY OR ITS 0 AUTHORIZED AGENTS. ALL RIGHTS RESERVED. 0 U 0 SIGNS WILL CON! LY TO FLORIDA BUILDING CODE 2023 (8TH EDITION) 01 20' 40' PRIMARY ELECTRICAL POWER TO SIGN -c TO BE BY OTHERS. ALL POWER TO BE a-- E 120 VOLT UNLESS OTHERWISE STATED. 0 ELE VT CAL TO 4 IED COMPOOUNSEEN1-1 x AND SHALL MEET ALLTS > o 20PO SCALE: 1"=20'-O" E212429 NX C. STANDARDS SIGN MUST BE GROUNDED IN COMPLIANCE WITH ARTICLE 600 OF THE NATIONAL ELECTRIC CODE. 3 Q ro SHEET NO. 102 OU z 4A § 5 General -Design is in a(coulance with the requirements ofthe Fla Bldg Code 8th Ed (2023) for use within& outside the High Velocity Hurricane Zone (HVHZ). -This engineering certifies only the structural integrity ofthose systems, components, and/or other construction explicitly specified herein. - Elatrical notes, details,& specifications are provided by and are the sole responsibility ofthe electrical contractor. No electrical review has been performed and no certification of such is intended, -Structural design meets requirements ofA(I 318-19, AISC 360-16, ADM I-20, & NDS-1 8, Notes: as applicable. - Steel components shall be coated, painted, or otherwise protected against corrosion per 1`13( Sec 22031/2222.6. - Alum components in contact with steel or embedded in concrete shall be painted or protected as prescribed in ADMI-20(la), of plastic/neoprene spacers provided. - All exposed fasteners shall be S.S. or have a protective coating for corrosion protection. - All welding shaO comply with AVIS requirements- - Steel welds: E70xx electrodes. - Aluminum welds: 4043 fillet alloy. . Alum extrusions: 6063-T6 or stronger, U.N.O.