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Home My WebLink About19-21651 CITY OF ZEPHYRHILLS 5335-8TH STREET ' (813)780-0020 21651 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21651 Address: 5537 GALL BLVD Permit Type: SIGN ZEPHYRHILLS, FL. Class of Work: MONUMENT SIGN Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-06500-0100 Improv. Cost: 1,300.00 OWNER INFORMATION Date Issued: 8/19/2019 Name: BREWER PROPERTY MANAGEMENT LL Total Fees: 75.00 Address: 5801 GALL BLVD Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542 Date Paid: 8/19/2019 Phone: 813-549-4529 Work Desc: LOWER EXISTING MONUMENT SIGN CONTRACTORS APPLICATION FEES OWNER SIGN 75.00 F OTER Ins ections Required ELECTRICAL ROUGkf� 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.A. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER i � •-f.Lfl fllOfl City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: 6-5 3 7 �2sq--t Permit Type: GAT , �1 4z AfA- AV 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. A061:-,2 7019 Kalvin SVitzer lans Examiner Date Contractor and/or Homeowner (Required when comments are present) 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting .. .... rLTrrrrirrrrrrin.....,.......I ........ umber _', -T 5 Owner's Name arwnc LQ&) Owner Phone er umb Owner's Address QA vA Owner Phone QNumbeer 21 Owner Phone Number JOB ADDRESS 5'Y57 4W LOT# SUBDIVISION PARCEL ID#I N OM ERTY TAX NOTICE) WORK PROPOSED NEW CONSTRR ADD/AL T/ =IGN DEMOLISH e INSTALL REPAIRk,..� PROPOSED USE 0 SFR Q COMM 0 OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME STEEL DESCRIPTION OF WORK Z6&Lft BUILDING SIZE dFOOTAGE HEIGHT ye BUILDING pa 0:4 CZ VALUATION OF TOTAL CONSTRUCTIO ` =ELECTRICAL AMP SERVICE DUKE ENERGY W.R.E.C. =PLUMBING 1$ 965� =MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING Q SPECIALTY = OTHER 3 FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO ........................ BUILDER COMPANY SIGNATUR REGISTERED Y/ N FEE CURREN Ly/N Address License# F ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LI.LN J Address License# PLUMBER COMPANY L SIGNATURE REGISTERED Y/ N FEE CURREN Address License# MECHANICAL COMPANY i SIGNATURE REGISTERED Y/ N FEE CURREN Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# I- H!HHH 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&I dumpster,Site Work Permit for subdiVisionsfiarge 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. ------------S. D on Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC-upgrades over$7500) Agent(for the contractor)or Power of.Att(?mpy,(for the,ovVh6r.).WO'uId be someone with notarized letter..from,,owner authorizing-same 6 OVER THE COUNTER PERMITTING' Reroofs if shingles Sewers A/C",., e'nces(PlottSurvey/Footage) Driveways-Not over Counter if on publicroadways_ne'ed's`ROW, 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. 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 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. 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. 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.. _ _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.1117.03) OWNER OR AGENT CONTRACTORD bscribe nd swoZ to`1(or affirmed befozp me is S c' n swof� to�( r a armed) efor a this by � N" � Ur.A-e, by V NaWh t�I P.w�' Wh ,War�per ovally known to me or has/have produced Wh *ss/are.personalll k own to me or has/have produced /�( �JtCP Lthe ls- —as identification. �L• of l�lll�� 5�� as identification. Notary Public Rc Q Notary Public mm' sion Commiss n JACQUELINE 80GES JACQUELINE BOOES QrnmiceiGA Al GO 274'97- Name of N 1 =;6bffd 16039WM7 Name of Nota 12,2022 iy o� Expires December 12,2022 F� '` ''' Borded Ttru Troy Fain In ce 800.38 7 .,•,FO �P•• saran 5.019 Bonded Tlvu Troy Fain Insurance 800 S 7019; , :�iac l! ii ri►�u/(�a �uQ :JkNi�s .'.: .Zepi1:►�A14 I1,4 os '• " SCLCOX.ENGINEERING,:INC : ;.: .. SHEET NO 'r .•OF . 'i:• : J409 N6breske AVenue. CALCULATED BY. S:3.. .. :. .DATE TAMPA;,.FL0FWA 33604. CHECKED ev DATE, Pl"{813)'�9755 :. ; _'.SCALE i . - ::.•: rsielill • .. .. . . ... W •l. ..• .. . . .; :. g:_ : •� -•,----�•:.='. :is e:��• ' . - .. ' - ' . �• ': . ' • jty, : :Z .gip^ x .' Z''. �..: .�t . Via.' '• GCCICS F y VVIFH p LCRI, RUlLDII�I R AI�I1V . N�4TfC3P�AL.E` C7RI COp8 : .. AND THt C[T�r:.. . C CODE,: . .. .:' : . :o �31N;�NCES:��E�yyRHIL�� . 3 : �.• � � � � � ",� ��lit��' {1/N,' ///�� /� �//��jy �U-!.tia.� . Foec ::• CaLG:uL -roi-�:' S'84: SF: c:_'_. s�E:7:�. 1L=►4o�Nt .1_=:LC.'': P:. . : . .': Z r�"- i!A:cAOZ4G::lCti' ,2'U'. . Gy► Cc. .�:2s.Iz. 5l+ •��2 '? . . t. '. `'',,oe A�laGl�1►'►l,w . a oup Ikti1Qs . gP1-�'1✓2!a'r'Gt4 tul aiNEET N0. OF I . BILCOX;ENGINEERING. INC.,. 54M Nebraska AiWm'. . .` . ; 'CALCuuTEo sr `.E S PATE S. . TAWA TLORDA 33W. Phone 813 .238J9M.. . , �' ,'. ,' •CMECKED'tiY .' DATE ' IV.T .5:. .@CALF t i 3'$ PS'F'..' :.. i ' -e 5:. ..4t.. Z S:Fj : Pi -.s,. ....: .' _ ...- - •,�'A . rttr.QfTt,QN _ _�. .: _ 77 A ;I Focaa. CUIL.A'T. N.::.. .S:Q4 ;:SF _:_..A► C :_?. ;S v7 _ /9.:QQ24'.G:;�Z., 2.V '!r►. t!_ a.2Ct:�. 1�5 F 'E.;t "�•�:..;r.' . . Brewer Law Firm, PA 5537 Gall Blvd. / Zephyrhills, FL 33542 Typical sign cabinet box frame and saddle detail sheet 4. 7z° 96,: N Existing 5" SCH40 steel pipe Existing 2' diameter 3' deep concrete footer S. � R e e No 0044089 .CC2 e9 STAKE OF �e OF. John Q' ��/,� e'®ear®rrie®err��'��, John J.Orlando PE LLC Conforms to the requirements of the 6th Edition(2017) ` NEC im4 Dr, ,u: •, t: ��. 165 Old Ridge Road of the Florida Building Code sections 1604,1609&app. H OFF2333 CELL ` Macon,GA 31211 478 731 5394 V(ult)=140 mph nec } jjorlando@cox.net Exposure category=C job 0419C45 f j Florida registration#0044089 Risk category=11 sheet 3 of 5 Brewer Law Firm, PA 5537 Gall Blvd. / Zephyrhills, FL 33542 ALUMINUM ALUMINUM ANGLE RETAINER CLADDING TYPICAL SIGN CABINET SYSTEM ALUMINUM ANGLE BOX FRAME AND SADDLE DETAIL CROSS MEMBER SUPPORT (SQUARE OR ROUND) EXTERIOR GRADE ACRYLIC,OR LED EMC,OR 2 ALUM SHEET 1/2 60' 1/4 kR�ku ALUMINUM ANGLE RETAINER 3/g SYSTEM 2 !- ALUMINUM ANGLE RETAINER SYSTEM ®♦ , ......�1 ° 2"x 6"ALUMINUM !I eo♦�Clo \G N$46:•�O®-$NGLE BOX FRAMING STEEL SADDLE BOLTEDTO ALUMINUM o NO 0044083 STEEL ANGLE \ FRAME WITH 3/8"NUT&BOLTS *• � SADDLE • ,o ® STATE OF :•4e� MEOW°jfffffoff*�� John J.Orlando PE LLC Conforms to the requirements of the 6th Edition(2017) NEC zo;a DEBORAlff 165 Old Ridge Road of the Florida Building Code sections 1604,1609&app.H - - ,•.,. Macon,GA 31211 478 731 5394 V(ult)=140 mph i S nec jjorlando@cox.net Exposure category=C job 0419C4S SallesaCrazy4ftna.com Florida registration#0044089 Risk category=11 sheet 3 of 5 Job name ,Brewer Law Firm PA _.. Job# 10419C4S Company: Crazy 4 Signs Installation location: ;5537Ga►I►I Blvd.,Zephyrh ills FL 33542 j Section 3107 and 1609 of Florida Building Code 2017 applies: Chapter 29 of ASCE 7-10(Wind Loads on Other Structures and Building Appurtances)applies: Type of structure: pylon Risk Category: II Ultimate design wind speed,figure C,FBC 2017,section 1609: 140 - mph Wind stagnation pressure(qz)per 1609.6.3 FBC 2017 34.4 psf Design wind pressure conversion factor 0.77 Gust effect factor(G)ASCE 7-10 26.9.1 0.85 Widest part of sign face(B) 8.00 Height of sign face(s) 4.00 Overall height of sign(H) 6.00 Aspect ratio(B/s) 2.00 Clearance ratio(s/H) 0.67 Force Coefficient Cf from Figure 29.4-1,ASCE 7-10 1.4 Wind pressure(p)multiplied by design wind pressure conversion factor and Cf 31.5 psf 2.Calculate wind load and turning moments at base by the provisions of the alternate all-heights method in Section 1609.6. Wind shall be assumed to come from any horizontal direction and wind pressures shall be assumed to act normal to the surface considered. Hor Dim Vert Dim=ill Facto Af p F H M(base) (ft) (ft) (sf) (Ibs) (ft) (ft-Ibs) 8.00 4.00 1.0 32.0 31.5 1009 4.0� 4035 6.0 2.0 1.0 6.0 31.5 189 1.0 189 0.0 31.5 0 0 0.0 31.5 0 0 Total 38.0 1198 3.5 4224 3.Determine depth of embedment,D in feet From Table 1806.2,class 4,sandy soil,lateral bearing pressure below grade= 150 psf/ft Per 1806.3.4 Increase for poles,tabular value time 2 = 300 psf/ft Assume depth of hole(D): 3.5 ft (Si)= 1050 psf -number of posts= 1 Load per post(P)= 1198 -from p.5-81,Structural Engineering Handbook: D=((1.18*P)/(b*S 1))*(1+(SQRT(1+(1.88*b*S 1*H/P)))) assume b(ft)= 2 D(ft)= 3.1 Alternatively,Section 1807.3.2.1,Equation 18-1 A=2.34P/S1*b= 1.33 D=0.5A((1+(1+(4.36h/A))^0.5)= 3.0 feet 4.Determine required section modulus(in^3)at base max stress=(P*(H)*12)/section modulus max stress<allowable stress for outdoor signs,allowable stress<(0.66)(yield strength) +40112!l11801"1#1 material A53GrB �.. j 0R��®®® field strength modulus of rupture) 35000 psi •'�' required section>(P*(H)*12)/((0.66*ys)) 'S �' F® ®o® At base,minimum section modulus= 2.19 in^3 _ ® CVO 0044089 ®� Use existing 5'SCH40 steel pipe, section modulus(Wx)= 5.45 in^3 ~ : d References:Structural Engineering Handbook,Gaylord&Gaylord editors, Fourth edition,McGraw Hill,NY 1997 ASCE 7 10 The 6th Edition(2017)of the Florida Building Code Mechanics of Materials,Beer and Johnston,McGraw Hill,NY 1981 �� L ICBO Evaluation Report No.4016 ®��p®��➢�'��4� SBCCI Compliance Report No.9368 Standard Handbook for Mechanical Engineers,T.Baumeister and L.S.Marks,editors,Seventh edition,McGraw Hill,NY 1967 sheet 5 of 5 John J Orlando PE 0044089 165 Old Ridge Road Macon GA 31211 (478)784-2226