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HomeMy WebLinkAbout18-20486 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20486 ' BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20486 Address: 5847 12TH ST Permit Type: RE-ROOF ZEPHYRHILLS, FL. Class of Work: ROOF REPLACEMENT Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-03900-0010 Improv. Cost: 13,900.00 OWNER INFORMATION Date Issued: 11/21/2018 Name: CARLE EDWARD & DEBRA Total Fees: 165.00 Address: 5847 12TH ST Amount Paid: 165.00 ZEPHYRHILLS, FL. 33542 Date Paid: 11/21/2018 Phone: (813)469-9236 Work Desc: REROOF METAL CONTRACTORS APPLICATION FEES A. BARTLETT ROOFING & CO STRUCTI REROOF RESIDENTIAL 165.00 DRY IN F_ Ins ections Required , R TAPE JOINT OS FINAL u 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.O. CONTRA T SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building,Department Date Received Phone Contact forParmittin 3 r4 if Tj ft ff il H H U 0 Oviner's Name Oviner Phone Mu niber Owner's Address C*.fnor Phone Number Fee Simple—N'Llaboldar Narile owner Phone Number --- Fee 81n.ple Titleholder Address JOB ADDRESS LOT 0 SUBDIVISION PARCELIbl" (OBTAINED FROU PROPERTi-Y.TAX NOTICE)' WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH El INSTALL REPAIR PROPOSED use SFR COMM OTHER, I TYPE OF CONSTRUCTION BLOCK Q FRAME STEEL I DESCRIPTION OF WORK 1-r�n-k- SUILDr4G SIZE SO FOOTAGEilEl�i�ii -, =BUILDING VALUATION OF TOTAL CONSTRUCTION .=ELECTRICAL LiAMID SERVICE PROORESS.ENERGY W.R.E.C. =PLUMBING ,E eVA =MECHANICAL S VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY OTHER EX FINISHED FLOOR ELEVAj ONS FLOOD ZONE AREA =.YES NO k f.05 BUILDER COMPANYREGISTERED L j ---rl=- RR JE L SiGNATURE yj N F _YL N_j Address License 9 E�Lj ELECTRICIAN COMPANY Y I m-71-PSECUR-R&I, SIGNATURE REGISTERED Address License,� PLUMBER COMPANY SIGNATURE REGISTERED L_y L N j FEE CURREN Address License WIECHAN(CiV. COMPANY L SIGNATURE REGISTERED L_XL-N j FEE-CURR ME Address License 0 OTHER COMPANY SIGNATURE REGISTERED FEE CURREr% License-9 Address F Ill 9 u P ii u i i a i li i a ii P n i A i i i P D P i E i a 3 a n i o i u P Ii li i o o o P o e a i a ll i o a u i a i i li i a i ii o i i il I RESIDENTIAL Attach(2)Plot Plans;(2)`sets of Building Pi6ns;:(f)set of Energy Forms;,R-O-W Permit for now construction, Minimum ton(10)working days after submittal date. Required onsile,Construction Plans,Stormwater Plans wl Silt Fence installed, Sanitary Facilities cis 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 now construction. Minimum ton(10)worldng days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&I durttpstsr.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERR,1HT Attach(2).sets of-Engineered"Plans. —*PROPERTY SURVEY required for all NEW construction. Directions: Fill out'6ppkiaflon completely. %owner ner&Contractor sign back of application,notarized J If over$2600,a Notice of Commencement Is required. (AIC upgrades over$7600) ft Agent(for the contractor)or Power of Attorney(for the owner)would be someone wfth notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/8-UNOY/Foota0t) i�OTIO O� � RESTI iCTIOi " The undtrslgnLd.understand,that this permit may be-subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTOR$ 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 bylaw, both.the.owner and contractor may be cited".fora: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-. W09. FurNvermore, if the 4wAer has 'aired .-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-expan�lo•n•of-existing buildings, as"specined"in Pasco County Ordinance number 99-07 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 cartificate 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 Staltutee,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 ConsumerAftirs.. 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. 1,certify-1hat-all,the InfonnaWn tin 4his appJ1wkn is GGGUfate.and mat all vrork 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. 1 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. 1 also certify that 1 understand that the regulations of other government agencies may apply to the intended work, and that it is my responaibilitytolidentifywhat,actions=) must tale to-be incomollance. Such agencies include but are not limited to: Department of Environmental Protection-Cypress Sayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. Southwest Florida Water MGnagement District-Wails, Cypress Bdyhead% V40and Ares, Altaring Watercourses. Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater"-tTreatment, 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-.noi allowed in Flood Zone"t %fnless aipressiypermitted. If the ill 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, J certify that fill will be used only to fill the area within the stem wall. -if fill -material is to-be -used in-any-am, 1 certify that use "of such 17111 will not"adversely afrrect adjacent propertles. 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 AGSNT 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, plurnbing, 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, norshall 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 11ae-permit is suspended�or aba"ncloned.for a yceriod of six,(6)%months after:thes 41me the work Js m,enced. 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 IWAY RESULT IN YOUR PAYING TWICE FOR IMPROVE&ENTS TO YOUR PROPERTY -iF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH Y URI LENDER OR-AH-ATTORNEY MEI'ORE RECORDING YOUR,-N T#CE-OF COMMENCEMENT, FLORIDA JURAT(F.S. .03) OWNER OR AGEMT - Subscribed and sworn to(or affirmed)b ' me this Subscribed and swom to(or affirmed)before me this by _by Who islare personally known to me or hasthave produced Who is/are personally known to me or has/have produced as identification. as identification. Notary Publib Notary'Pubric Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: Permit Type: 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. BOY 0 .1 Kaly' S tzer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) 10/11/2018 11:10 7278634273 ABC SUPPLY CO INC PAGE 01/03 Florida Building Code Online j Page 1 of 2 Profiessicla i Re ton f GdsWW Q } LOOM }Uaar RlpZMW ; H6tTople } SubnA Son haryo } StM A Nct!) 1 Pub1mVens } CQC stalt HWSta ft i Links { --wro P►0duct Approval UDR:public Lisa• prgdty�Aeererel Meng p em t�Q er Aa�liS T.d,y I a A llmkfon Deal i FL$ FL5211-a7 APplication Type Revislorl } Code Version. 2017 I Application Status Approved Comments. L f VO,4�k. Archlved ® i(, c Cl FS�� L�pfVlf� Product Manufacturer MILLENNIUM MEIALS T H�CE ec-r, r��l((3 CO®����/AIcI��, Address/Phone/Email 10200 Eastport Read opze ,ae, Jacksonville,FL 32218 i (904)358-8356 tdnyac*mm12000,net Authorized Signature James Buckner jimmy00uckinc.net Technical Reprp6entative TOnya Steele Addreas/Phonotemall 10200 Eastport Read Jacksonville,FL 32218 ; p OP (904)358.8366• I A L, UP tonyac*mmtx000,net �VtS'� rY� quality Assurance Representative Address/PhoneArnall t Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a I 10rida Replstered Architect or a Ueensed Florida PrOkwon©i Engl C} Evaluation Report-H r apy Received i Florida 9nVineer or Architect Name who developed James L.Buckner i the Evaluation Report Florida License PE•31242 Quality Assurance Entity Keystone Certifications,2 Quality Allourance Contract Expiration hate 09/22/2026 !' Validated By Steven M,Urleh,PE ' ®Validation Checklist a I rdcopy Received Certificate of Independence• fL53 i I RZ COT iIF c r Referenced standard and Year(of standard) t TAS 125 2003 UL 1897 2012 UL 590 i 2006 t • Equivalence Of Product Standards } certineo Florida Licensed Pmfessior Engineer or Architect- i +III Sections from the Code• i . i { https://Www.flcddabuila,g.org/pr/pi�_appjtl.aspx7paraM--vQEVXQ i gvWX(}Cdrv%2... 5/2/2018 10111.12018 11:10 7278634273 ABC SUPPLY COINC PAGE 02/ 13 Florida Building Code Onliake Page 2 of 2 I Product Approval Method Method I Option D Date Submitted 10/20/2017 Dots Validated 10/2712017 ! Data Pending i:SC Approval 10/29/2017 ! Date Approved 12/12/2017 i a i PL 8 Model,Number or Name description n 5211.1 1."5-V Crimp'and"Millennium W Lapped Roof el,26 Gauge(Minimum Thickness)Steel, 24"Wide Panelttachod to Wood Crock Lkuft;of Use Installation 21 nullerti Approved for use In HVHZs No F1.2 -1 - - 46dRSck--Eft, Approved for use Outside HVHZI Yes Verified By.as'es L.Buckner,P,E.0 C-Buck,Inc.P.E. Impact Reslataft No #31242 DraoEg»prenuret+Sue/.Reirort Created by endent Thud Party.Yes Othan Refer to Evaluation Report for Limitations and Elralustl in Re its Conditions of use,Refer to manufacturer's installation 7- - - - f Instructions as a supplemental oulde for attachment, Created by In pendent Third Party:Yes 5?11.2 2•"Rib Panel° Lapped Roof Pa jai,29 Gauge(Minimum Thickmess)Steel, 360 Wide Panel ched to Wood Deck Limitis of use Installation 14hrucillions Approved for uses in HVHZ:No FL3321 i, R7 ;, 7- "i3aadf REs4stese o3124 utside HVHZ,Yes oV i e By,70 e9 L.Buckner,P.E.@ C-Buck,Inc.P.E• ImpactDesign Preauret+fie%Report Created by Inc tpendent Third Party:Yes Outer Refer to Evaluation Report for Limitations and Evalustiort ke its • Conditions of Use,Refer to manufacturer's Installation z- instructibns ds a supplemental guide for Attachment. Created by In pen ent ThIrd PertY;Yes- S22i,3 3-OM-Seam° Snap Lock Roof nel,26 Gauge(Minimum Thickness)Steel, t 16'Wide Panel ttasshad to Wood Deck S J omits of use IInstedlatdOn it ructions APP►aveo for use in HVHZr No iSZ11 R - W d Approved for use outslde Wkf&Yes Verified By;jaies L.Buckner,P.E.0 C'SUCK,Inc, Impact flesi6"ab No #31242 Dealgn preoaurer*see/-Report Created by Ind pendent Third Party,Yes Others Refer to Evaluation Report for Limitations and Evaluation Rel arts Conditions of Use.Refer to manufacturer's Installation 7 7- bU instructions as a supplementsl golds rpr attachment, Create Ind dens .he, Party,Yes gal Ea 1 t r',260f&sirstnrP Raqii.'rafthagpga F1 Tea SON Of Florida Is an An/E80 cni ftar.CoAvrlamanna Cal rtte df Flaride-nTI -VQ ss Azr aiblCly^ =:r gQp�apt f)ador Ftarba bw,emsn tddr855Ea are pabRcordi tt yoU d0 root went your a meta ipQr4aestsaneo m i DUMii`r0tcrria reenesL da Ras 6Ctttl rJeetrm+tc nun 101 edtfi(Imxwa,cantiol the ORIM by Rhona or by wolu ml mad.if you9MAJ Ofeaasoonttet aso.4s7.U9%•Pueudnt to Swion 4N.x7$i1J,F10r1d� tatatst,etnactW Oct bar t,9012,nrAmm KWA d u"der Cneptewab provye the Deparhrront With an ONO 0ddn�It they have dno.The ernelb mvvnaca may 00 Used Ear allfidal cammurpr�m wb the r,msm l eddm=$arc PUWk More,If you de not w15h to �+PPSY i parsonar address,ggiEY prd>tld8 the DntartRtant wrtn an amen oddmaa which tin be mrr the puolk,T4 ddtrndna H yet arP a stcorrnae Under F.s.,P'eire . nyropaetrinr►rovalAcceptsr ( ` ,puj��-!W'da- http.5;//www.flondabuilding.org/pr/p apP 4tl.a$PIc?Pari M—WG,EVXQ q,VW. 3 Cdry"/o2... 5/2/201$ Tlorida Building Code Online Page 2 of 4 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 03/23/2015 Date Validated 04/08/2015 Date Pending FBC Approval 04/13/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 7271.1 2-1/2"Corrugated Panel Min 26 ga.,24"wide through fastened panel with coverage width of 21-1/4" Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 11 EvaluatlonRe[)ortCI999 9.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure.+N/A/-129.25 Evaluation Reports Other:Uplift load of 129.25 psf @ fastener spacing of 24" FL7271. R3 AE Evaluat1onReoortC19999.pdf o.c.over 19/32"thick plywood Created by Independent Third Party:Yes 7271.2 SV Min 26 ga.,24'wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 11 EvaluaUQnRerjortCI999 10.pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-66,3 Evaluation Reports Other.Uplift load of 66.3 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationRer),ortC1999 10j)d Created by Independent Third Party:Yes 7271.3 5V Min 29 ga.,24"wide through fastened panel over 15/32" thick plywood or 7/16"thick OSB Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 11 EvaluationReportCI999 11.od Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-52.5 Evaluation Reports Other:Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluatlonReportC1999 11.pd Created by Independent Third Party:Yes Min 26 ga.,24"wide through fastened panel over 19/32" 7271A -5V thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 11 EvaluatlonPeportC1999 12.0f Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/-120.9 Evaluation Reports Other: Uplift load of 120.9 psf @ fastener spacing of 24" FL7271 R3 AE EvaluatlanReporl:C1999 12.r)df o.c.for-Fastener Pattern 1.Uplift load of 85.8 psf @ fastener Created by Independent Third Party:Yes spacing of 24"o.c.and 113.1 psf @ fastener spacing of 12" o.c.for Fastener Pattern 2. Min 26 ga.,24"wide through fastened panel over 15/32"or 727L5 19/32"thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 P3 11 EvatuationReportCI999 13.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-150 Evaluation Reports Other:Uplift load of 150 psf in 19/32"thick plywood for fL_7Z?.L Ra__ALEvaLlqjQ �Q tjQnEepqr 19 !1PA _-_"._ if Fastener Pattern 2 Created by Independent Third Party: Yes 7271.6Advantage-Lok 11 Min 26 ga., 16"wide concealed fastened panel over 7/16" thick OSB&15/32"&thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 11 EvaluationReportCI999 14.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-112.5 Evaluation Reports Other: Uplift load of 52.5 psf @ fastener spacing of 6"o.c. https://floridabuilding.org/pr/pr�_appjtl.aspx?param--wGEVXOwtDQvtEeYwO6EIOYS5G.-. 7/15/?015 'Florida Building Code Online Page 3 of 4 and uplift load of 112.5 psf @ fastener spacing of 6"o.c. FL7271 R3 AE EvaluationReportC1999_14.pdf with structural sealant. Created by Independent Third Party:Yes 7271.7 ---rAdvantage-Lok II Min 26 ga., 16"wide concealed fastened panel over 15/32" &19/32"thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 11 Ey&@tiqnRe ,-tC1999 .15.2gf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: +N/A/-107.9 Evaluation Reports Other:Uplift load of 59.4 psf @ fastener spacing of 6"o.c. FL7271 R3 AE Eva luationReportC1999 15.pd in 15/32"plywood.Uplift load of 97.5 psf @ fastener spacing Created by Independent Third Party: Yes of 6"o.c.with structural sealant in 15/32"plywood. Uplift load of 107.9 psf @ fastener spacing of 4"o.c.with structural sealant in 19/32"plywood. 7271.8 asterWib Min 26 ga.,36"wide through fastened panel over 19/32" MasterRib thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 11 EvaluatjonReoortC1999 16.0 Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam 62240 Impact Resistant.N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-114.3 Evaluation Reports Other,Uplift load of 61.8 psf @ fastener spacing of 30"o.c. FI-7271 R3 AE Eva]uatjonRepo[LC139916,p df and 114.3 psf @ fastener spacing of 24"o.c. Created by Independent Third Party:Yes 7271.9 MasterRib Min 29 ga.,36"wide through fastened panel over 15/32" 1 thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 11 EvaluationReportCl999 17.pd Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-113.1 Evaluation Reports Other:Uplift load of 45.0 psf @ fastener spacing of 24"o.c. FL7271 R3 AE EvaluationReoortC199 _1�d &113.1 psf @ fastener spacing of 12"o.c. Created by Independent Third Party;Yes 7271.10 MasterRib Min 29 ga.,36"wide through fastened panel over 15/32" 1 thick plywood or 7/16"thick OSB Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II FvaluatlonRer)ortCI999 18.od Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure. +N/A/-52.5 Evaluation Reports Other: Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationReportC1999 18.pdf Created by Independent Third Party:Yes 7271.11 MasterRib Min 29 ga.,36"wide through fastened panel over nom. I"x 4"furring and 15/32"thick plywood or 7/16"thick OSB Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 11 EvaluationReoortC1999 19.odf Approved for use outside HVHZ;Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant;N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-114 Evaluation Reports Other:Uplift load of 71 psf for Fastener Pattern 1&114 psf FL7271 R3 AE EvaluatlonReporLC1999 19,J)d for Fastener Pattern 2 Created by Independent Third Party:Yes 7271.12 --IML200 Min 24 ga.,max 16"wide standing seam metal panel with double lock seam over metal deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 11 EvaluatlonReportC1999 20.pd Approved for use outside HVHZ,Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-116.0 Evaluation Reports Other:Uplift load of 71.0 psf @ clip spacing of 36"o.c.and FL7271 R3 AE Eva luatlonReportC1999 20.r)d 116.0 psf @ clip spacing of 12"o.c. Created by Independent Third Party:Yes 7271.13 "P�BR Min 26 ga.,36"wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 11 Eva luationReportCi999 21j)df Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant.N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-52.5 Evaluation Reports Other:Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationReportC1999 21.r)df Created by Independent Third Party:Yes 7271,14 SL175 Min 24 ga., max 16"wide snap-lock standing seam metal panel over metal deck, https://floridabuilding.org/pr/pr apP dtl.asi)x?-oaram=wGEVXOwtDavtEeYwO6FIOY�SC-r 711 VIM'; 'Florida Building Code Online Page 4 of 4 Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReDOrtC1999 22.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 _ Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure:+N/A/-86.0 Evaluation Reports Other:Uplift load of 63.5 psf @ clip spacing of 36"o.c.and FL7271 R3 AE EvalualionReoortC1999 22.Ddf 86.0 psf @ clip spacing of 12"o.c. Created by Independent Third Party:Yes i i Back F.ext i Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 I The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: W WE Big ,�t`CUtF 'AFLTP2t�.'S' t ' https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvtEeYw06EIOYS 5G... 7/15/201.5 .0.7/16/2015 10:05 7278634273 ABC SUPPLY CO INC PAGE 01/04 j EVALUATION nPORT OF VNXON CORRUGA MG COMPANY 129 CAA,MASURM PANEL' OVER W001 $XMO;kT ANO ORM FLORIDA BUILDING CODE STo'EDITION(2014) FLORIDA PRODUCT APPILOVAL FL 7271.11_ TAIL AWFING Pr�aice�•�`�i�r: Union Cormpting Comvauy P.O.Box 229 Foyettevle,NC 29302 Telephone: (910):48344..99• Fox: (910)483-8897 ftVared Baia socks ngam,PhaD RBr Florida Pmfes ra l E eer#6,2240 12x6.N Lamai..og Ave',$Wte C Tttbo,OK 74106 Tr ►home; (918)492'5991 VAX: (MO 3Wi • 'I'�utss ae�+n�rt eon 4I , BVsiagtipn Report(3 P4gea 3a d4difig eoV )' yetttit�ltlttr� I pa�oa.�;�1 Page) •��` SOCAR °'�► 4p ,` .• Tito62240 "•«' s Report Afe. C19999-19 St Dote:3.20.15 +`' '�•�► 4T �y 1444► • n....•.�...nyy�.,v,rA,4.�4r+rrrw..•v�vwv�v-r.vr..riwrvvxvvw.srr-.rvn.••.ih'�wFr��vwrvw•Trwr-w.•���r•.+-wsnw'r-�wrr••mr-wwwFy-wY�Hvvr•x.-rr•r.M..r.wr.a.�n+.c.wn.M.wnr..nvuwunmixnrAnrxmm�mw.mw.irx.nr.rw...n..,..•r. .x.w. 0,7116/2015 10:05 7278634273 ABC SUPPLY CO INC PAGE 02/04 FL 7271.11-1t3 C1999-19 3.20.15 Page 2 of 3 Manufacturer: Union Corrugating Company v i Product Name: MasterRib Panel Panel Description: 36"wide coverage with 3/4"high ribs at 9"o.c. Materials: Minimum 29 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or paintod steel (ASTM A755). Support Description: Nom. 1" x 4" (tom) lumber at max. 24" o.c. (Must be designed by Others) Support Attachment: (1)#9 x 3"long wood screw into rafters spaced at max 24"o.c. New Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1. Required for new construction and optional for reroofing construction. Existing Underlayment: One layer of asphalt shingles over one layer of 930 felt.For reraofg (Optional) construction only. Deck Description: Min 7/16"hoick OSB deck or min. 15/32"thick APA rated plywood or min. 3/4" thick wood plank (Haim SG of 0.42) for new and existing constructions.Designed by others and installed as per FBC 2014. V; Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2 Design Uplift Pressure: 71 psf for Fastener Pattern 1 (Factor of Safety=2) 114 psf for Fastener Pattern 2 Panel Attachment: #9-15 or #10-14 wood screw with washer. Fastener shall be of sufficient length to penetrate through the support and deck a minimum of 3/8". Pattern 1 @ 9"o.c.across panel width Pattern 2 @ 5.5"-3.5"-5,5"o.c.across panel width Sidelap A,ttacbment: 1/411-14 x 7/8" long SDS with washer@ 24" o.c. Recommended for (Optional) roof slope less than 3:12. 'test Standards: Panel assembly tested in accordance with ASTM E1592-01 `Vest Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference' and FM 4470 Section 5.5 `Resistance to Foot Traffic'. Code Compliance: The product described herein has demonstrated compliance with FBC 2014 Section 1507.4 g7/16/2015 10:05 7278634273 ABC SUPPLY CO INC PAGE 03/04 FL 7271.11-R3 C1999-19 3.20.15 Page 3 of 3 Product Linaitations: Design wind loads shall be determined for each project in accordance with I~BC 2014 Section 1609 or ASCE 7-10 using allowable stress desiga. The maximum fastener spacing listed herein shall not be exceeded. This product is not approved for use in the High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to PBC 2014 Section; 1505 and current approved roofing materials directory or ASTM E1081UL790 report from as accredited laboratory for dire ratings of this product. i . j Supporting Documents: ASTM E1592 Test Report ENCON Technology Inc. CIS11-1,Reporting Date 11/30/11 FM 4470 Test Report ENCON Technology Inc C1583-2,Reporting Date 7/24/08 I SIDELAP FASTENER PANEL FASTENER EXISTING SHINGLES NOM. 1" X 4' LUNBER FOR ROOF SLOPE #9-35 OR #10-14 (OPTIONAL) 0 24' O.C. (MAX.) 1 LESS THAN 3:12 a 910.0. I i i I i EXISTING UNDERLAYMENT V OSS 7/18" THICK (MIN.) OR (OPTIONAL) PLYWOOD 15/1 THICK (MIN.) L�\—f9 X 3" LONG I WOOD SCREUJ FASTENER PATTERN 1 MIN. 2X- WOOD RAFTER/JOIST/ TRUSS AT MkK. 24' O.C. i I 51DELAP FASTENER PANEL FASTENER EXISTING SHINGLES ROM. 1' X 4" LUMBER FOR ROOF SLOPE #9-15 OR #10-14 (OPTIONAL) ® 24' O.C. (MAX.) LESS THAN 3:12 a 3.5'-5.5' O.C. r+ ff d W A EXISTING UNDERLAYMENT V OSB 7/1 B" THICK (MIN.) OR (OPTIONAL) PLYWOOD 15/32' THICK (MIN.) #9 X 3` LONG i WOOD SCREW FASTENER P TTE Z MIN. 2X— WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C. 159NERAL NOTES y i d � 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE � FLEIRIDA BUILDING C{IDE (FBC?. ALLOWABLE UPLIFT PRESSURE 2. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS g SPECIFIED ON THIS DRAWENG. � 3. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS fASTENER PRESSURE ! PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS I PATTERN (PSF) ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 4. ALL FASTENERS MUST BE IN ACCORDANCE WMI THIS DRAWING do THE FLORIDA € 71.0 BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRA%%NG & THE CODE. THE CODE SHALL- CONTROL 5. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS 2 114.0 REQUIRED FOR EACH APPLICATION ARID ARE THE RESPONSIBILITY OF OTHERS. 3/4' �'• ars I apm-+o•�o-ia j MASTERRIB PANEL PROFILE Minimum 29 Gauga, Minimum YleW m $0 KS IL ti l illlll lllli lllll lilll lllll lllll ll Ill lllil ll 111 lIIII IIII IIII 2018191792 Penult No. Parcel ID No 00 Ofir) yy NOTICE OF COMMENCEMENT�-V'State of �� C�C j County of ((� n-SCZ THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes, the following information is provided in this Notice of Commencement 1. Description of Property: Parcel Identification No.s I /��2 r>r)/n Cj 3 C)tl Q'6 16 Street Address: `7 a4h - -5 - Z_ 2. General Description of Improvement c� .2 3. Owner Information or Lessee Information if the Lessee contracted for the Improvement: Address { Q City , State Interest in Property: U'e- I S Yi -3 i Z Name of Fee Simple Titleholder. (if different from Owner listed above) Address / 4 r r State 4. Contractor. 1 Nar dd(,���mrre;t A-wito-C Address Contractor's Telephone No.: ��� 7�.1.- 2T d 3cf 5. Surety: Name Address City State Amount of Bond: $ Telephone No.: 0 �S 6. Lender. �v •• Name Address City State Lenders Telephone No.: ` e 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by - °.,° .® U. Section 713.13(1)(a)(7),Florida Statutes: Q, � o Name tal O Address City State Telephone Number of Designated Person: 8. In addition to himself,the owner designates of_ to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Q FZ- W Y Telephone Number of Person or Entity Designated by Owner: U � 0 (D LL— J U 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to they Z O0 i- O >_ contractor,but will be one year from the date of recording unless a different date Is specified): O O - Q N X � LLj ARE CIL WARNONG TO NSIDERED REDS IMPROPER PAYMENR: ANY PAYMENTS TS UNDER DE BY HCHAP ER 713, PARTR AFTER E,E ECTTIION 71313,TION OF HFLOR DIAE OF STATUTES,EANDMCAN W Z U) D p RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE ®O 2 — J 2 RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT >-LL F- p Q O WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Z LIl ILLO O U C) Under penalty of per)ury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best U LWi °b of my knowledge and belief. F t1 WW p yY STATE OF FLORIDA y / 2 OU U J COUNTY OF PASCO +• CINTHIA M JEWELL 9A_ _ _ Q / _ Q 1,-- 7-3 Q Signature of Owner or Lessee,or Owners or Lessee's Authorized ®> 0 03 p L� U MY COMMISSION#GG025698 LL W � Officer/Director/Partner/Manager — Z O _i, EXPIRES Auguat 29.2020 }— O- Q y W Signatory'sTide/Offfice c / � O Q of O The foregoing Instrument was acknowledged before me this_aday of 4h(hg 2y2,by p631- O p Z O t6 es (type of authority,e.g.,officer,trustee,attorney in fact)for W U.) Q J g (namb of Dartv on behalf of whom Instru ern was executed). — = � Z1— Q } Personally Known ElQB Produced IdentificationXJ Notary Signature � fA l— F O d m Type of identification Produced D. Name(Print) L11. -kept 22005838 Ree:'10.90 ' DS: 0.00 IT: 0.00 12/14/2018 K. R. M., Dpty Clerk PRULn 3.0'NE1L,ph.C.PRSCO dr—tiR B C0_P1PTkOLI-6. 11 OR K019817 m PG 1182 Bldg Dept From: Bldg Dept Sent: Tuesday,January 29, 2019 9:05 AM To: 'ezed 1954@yahoo.com' Subject: roof material Attachments: roof.pdf Hello Mr. Edward per our conversation on Monday 281h you requested that we email over the material that Bartlett roofing construction had given to us for the material that they would use on your metal roof. I have attached the material . Let me know if you need anything else. Jackie Building Dept 813-780-0020 813-780-0021 Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately 1 CITY OF / / BUILDING ZEPHYRHILLS DEPARTMENT 1 . NOTICE OF ADDITION OR CORRECTION D • NOT REMOVE , ADDRESS DATE PERMIT f THIS JOB HAS NOT BEEN COMPLETED, The following additions or corrections shall be made before the job will be accepted. k-5 5st 111 10%-)TA W V-(I— ()�Ac_L u_�aw,-) l,- t��'t- C.o q It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth 780-0020 FOR RE-INSPECTION or other material,until the proper inspector has had ample time to approve the installation. OFFICE HOURS 7:30 AM-5 PM MON.-FRI. INSPECTOR ��cis J CITY OF " NOTICE / / BUILDING ZEPHYRHILLS DEPARTMENT OF ADDITION OR CORRECTION D • NOT REMOVE ADDRESS /` ! DAT PERMIT, THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. S N5 It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover orcause to be covered,any part of the work with flooring,lath,earth 780-0020 FOR RE-INSPECTION or other material,until the proper inspector has had ample time to approve the installation. OFFICE HOURS 7:30 AM-5 PM MON.-FRI. INSPECTOR i'