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HomeMy WebLinkAbout18-19443 i CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 19443 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 19443 Address: 38515'NAOMIA AVE 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: OAK PARK Est. Value: Parcel Number: 02-26-21-0050-00000-0070 Improv. Cost: 4,090.00 OWNER INFORMATION Date Issued: 3/15/2018 Name: HARTSOCK BARRY Total Fees: 97.50 Address: 6468 WASHINGTON ST SPC 73 Amount Paid: 97.50 YOUNTVILLE CA 94599-1318 Date Paid: 3/15/2018 Phone: 770-231-9925 Work Desc: REROOF METAL - CONTRACTOR S APPLICATION FEES A. BARTLETT ROOFING OF CENTRAL F REROOF RESIDENTIAL 97.50 1 Ins ection a uired DRY IN ROOF INSP TAPE JOINTS ROOF INSP 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.O., r 4E/o` 1 CONTRACT SIGN A REI PERMIT OFFI R MIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER i II11111111IIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIillllllllillllill DS: 0.000125 ITeCO 0 i00 2014043840 v 03/15%2018 B. M., DptyiClerk �I Permit No. Parcel ID No cn -000P(o no75 M07ICE OF COMMENCEWENT State of ^'u-3 county of 5 C THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes, the lWmvtng Information is provided h this Notice of Commencement 1. Description of Property:Parcel Identification No. 02,0&;;1 1 g2n.Cd nn Q'nn 00'3L a Straet.Addtess•��S�C-,�,��t �uTT ,��1a.;11�Tl��s`�2 2 Ga�arml DQsec pfion Of lmaroveme[rt rA 1 D I f 1J[jEr yY91S PS ll o_r ?.�1 5 i ti r 3. Owner Information or Lessee Information it the Lessee contracted for the improvement: Address Interest:in PmpeRy: n44 fQ/eD n ilo r P k iyTT t S 3 3S Memo of Fee Simple Titleholder. (If different from Owner hated above) Address 1 1 1 City State 4. Contractor- f�r �A�Y g f�4 -e_Ajc Name `- Address pp city x state ,ContrectorsTelephone, mo_31.3 Q 5 S S 335�tz 5 trfrtq. Name Address City Slate Amount of Bond: $ Telephone No.: �a d 8 Lender. PRULA S.0'NE1L,Ph.D.PRSC0 CLERK 6 COMPTROLLEr All✓ ® d Memo 03/15/2018 04 06 m G 1 ofG Q ® e OR BK 969 PG oVv %P Address eat/ [e 1�®, •° Lenders Telephone No: f 7 Persorrs within the State of Florida designated by the writer upon rbem notices or other documents may be served'as provided by Seaton 713 13(1)(a)(7),Florida Statutes: v ``tit' Name ' f' Address City State Telephone Mum berofDasoneted Person. ®� 5 In addition to himseU,the rnrnardesrgnates _ _ —or-- - -,to receive a copy of the Lianors Notice as pruvided uti Section 713.13(1)(6).Florida Statutes. Telephone Number of Person or Entity Designated by Owner. 9. Expiration date of Notice of Commencement Ohs expiration date may not be before the completton of construction and Artaf payment to the ` eacdcaetur,but vna be aoa yaer tom the date of racnrdW%uvA"a ditrerecu daua tr.spact6ad). WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER T13, PART I SECTION 713.13 FLORIDA STATUTES. AND CAN Q W Y RESULT IN YOUR PAYING TWIN FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICt' OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTIGM IF YOU INTEND TO OSTArN FtNANCtNG,CONSULT F 2 Z � �W W WITH YOUR LEI4DER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR�OTICE OF COMMENCEMENT. �� �ti ='�W � Under penalty of perjury,i declare that I have read the WragoIng notice of domrrtspc meat Ill s stated therein are true to the bast Z 1- -i ofmyknowiedgeandbehaf. ;-I; / •- O Cn N O �r tZ STATE OF FLORIOA / / Q F=- W COUNTY OF PASC Notary Pudic State nt FlariCe ! ® Ix W Z n' ED Richard C Bartlett 3t ne tYe86c 9 fora caner asses,o Owners or Lessees Authorized O= — -t �ja n FV.na o7191Ro21 ©Kwar/OUaeloriPartnerlA,7armager .LL (j O 5 Of Signatory`s Tal.Office n M F d 0 LL The foregoing instrument was ecknowledged before me this�deyof 6 r� 20(9•by GS�a_r�L./ �/J��_��� 0 Q O X p�Of as gyps ry officer,trustee,attorney n tact)for 1S 0.J ZQ J (n�e halt of whom instru t was executed). U m Q LL U PersonailyKnown OR Produced Identification� NotarySignoture 1- �Q ZQ O _i ® (Y � = q W Typo of iderrtficaLron Produced L r C2 h,�� Name tPnnt) �i r C il[i,"C 4 l '. _- - of O O} p Z O LLJ U) Q J (1) Q SQ =5 LL- cOt— i— O3: Q� m wpdatarh c si notleacomm ancement_pc053046 I o� IL I III 1JFI City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: r4Q&C Date Received: Site: Permit Type: Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ i This comment sheet shall be kept with the permit and/or plans. Ida vin Switzer —Plans 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 I I Date Received Phone Contact for Permittin 3 Tr� � Owner's Name Owner Phone Number b - — o�S Owner's Address wner Phone Number Fee Simple Titleholder Name P�Lowi o S e NuUr .Fee Simple Titleholder Address J JOB ADDRESS (_'� 1 ( S LOT# SUBDIVISION PARCEL ID# b:�: OSI) v o000 0 6q (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTRZr ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION BLOCK Q FRAME STEEL = DESCRIPTION OF WORK = .Q S r e BUILDING SIZE 24 SQ FOOTAGE HEIGHT =BUILDING $ C� c VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ 6 AMP SERVICE PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS 1112 ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO . . . BUILDER — / ' COMPANY 04r4l, SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address 3rd License Ode,/ S ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y(N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# �— MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N_J FEE CURREN Address License# F— OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN L Y/N Address License# I �� 1111111111111111111111111111111111111111111111111111111111111111111 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/Slit Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Slit 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. . . . . • . . . .-. J_ . . • 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$7500). '* Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Fbota+ge) I Drivowaye-Not over Counter i4 on pub%o roedweye..need R43W I I I , 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 AMD 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- 6008. 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. COMSTRlUCTION LIEN LAW(Chapter 713, Florida Statutes, me 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 tale 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 Ar 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 worm, 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 LOUR LE DER OR AN ATTORNEY BEFORE RECORDING YOUR NOT_- OF COMMENCER!NIT. FLORIDA JURAT(F.S 1 i 03) OWNER OR AGEM Subscribed and swo o(or affirm d) efo s Subscribed and swom to(or afflrmed�b re me this by hit Who is/are personally known to me or as/ eve produced Who Isla re ly known to me or has/have produced as' fication. as identification. Notary Public __Notary Public Commission No. Com 'ssi o. Name of Notary typed,printed or stamped Name of Notary typ ��' au 150422 N ?„�;� BoRaeeFtt�S�rZyR�lRliti�a��&Do���.�018 y Y it ,Y 4:.B��..�j:A, �At;T �.d.�m.':a:.s.. .�i /� _A:;.,�,-:s. pi'r--g•a-� s. .L'�rS- VZ� luat IF V f - C/O Richard-Bartlett , �8408 3rd Ave. I Zephyrhills, FL 33542 523-1944.1: (P1-3) 973:7737 I' FAX.(,813;). 780-1805- EmaT: roofingrfcharcCyahoo.�com 'Lic. #CCC 1325499 - 5 ir00e of to Largest, Oldest, Most Dependable Roofing Companies in Central Florida Specializing in Mobile Home White-Commercial 17 bber, Shingles & Color Metal Roofing f' RESIDENT1AL-s COMMERCIAL- -MOBILE H'.. ME UCENSED,- INSURED-'BONDED MEMBER-OF;THE:' ES-CHAMBFR OF COMMERCE& BETTER BUSS S BUREAU We do everything we carr io maintain our A+ rating from the Better Business,Bureau ServingZe h rhilis `;Dade'-,Cit , Crystal Springs, Quail Hollow, Wesley Chapel, and Surrounding Areas. P Y � Y Y Y P 9 We have re-roofed or repaired more roofs(20,000)in the past 44 years, than the four local leading roofing companies combined. _.- We do not charge extra fees for credit card purchase.Most companies charge 3,.to 5%. f.e... Date.% r Name-, '` '-.4._...._•ins, e� �,��? d.�j'��ti Address _ i °4� ,: '` f r ",� �' p°�,, y. f � .-�x<..._,.... y � 1 ✓.�-�¢D,-l^,.��^ fJ (yam-��' Phone=:- y ��yy i�/� 5-M_ r7 - f ..... Jam.- f ;'`"t i,{ J: ��--` �`'*'Y° c g t ltyp- f-� f q� •, _.��. �� �'.� - - �r'`"� ,,��f f•9,��'qi, ';t;;_.� ''.,:.a,="' ;4 -S: .:�`'l�i.•S:•.i ...'f� t''',....�' t;. f��`' ,�..d.�:.f✓�``+t,..,t•tE,,,..4 ��' fc��r°' f � Fi''��rr fJ ,�-:.A ,,> j$:-.' ;4 'i���� },. a .•f' �� <-� •,-cs.4�„'F,yr ..1^' _•x..a...a+ra°..ne•-.•-"..` t.14 k r � �2..4;•;••+"-r 3 .lam :4i..,.. .. fit.,%�+,., ;��f� - P r'..r i' 4. F '!(- <-:� - .4_^M ..u..-.: -,•.. �'•.:,-•:fin...•' ..• ..-- r P°. li..,,.R�• ��. �'�.�.+`�' { rf� >w✓''--'+..u.�]'�.✓'a'!..-t"o��r � y 1 - �'••Z. f*t 'r,•✓ ^.^.""•' "":•qw..%6. } r r��{,ypr� w.-W fib, F:`�...• .121.- / 71 [firs .i' if,i`ra b _ Home Owner: , Siohaid C.$aYtlett President:&C)tyn t A;Bartlett Roofi g of Central FL,Inc. w THANK YOU Your Business is Appreciated. Payment upon completion unless previous arrangement made.Warranties pertain to original owner. All arrangements contingent.upon strikes,accidents or delays beyond our control.Owner to carry fire,tornado and other necessary insurance. Our workersare fully,covered by Workmen's Compensation Insurance.Customer.is llable1orany charges incurred in collectingthis bill. {b ftotten-wood.is=an.extra.$35:DD,per-sheet(4 plylrRotten fascia is$2:00 per linearfoot Z. +wY.Wmrur.w.Y„v.pry«c.._.�wrw�.�ylM,,n.,«,,.•b......HM•- - --.^'M'u.^µ^+r,.r•.,7e.. 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'..��wwA.�a ww Jw♦ .wYHY JAY 7JA i Florida Building Code Online i Page 1 of 4 r{ i su �nje' sC Of IICIS NorM P) cep!n I UpspPessl� OUR!pubWUser aKapa4slt ratlpn 1 ttol7pplC6 i SstCmh stucneYoe i 5te19 a FAtt9 I PublkBUori+3 I roc Stafr� aCIS 5tle Mep I Llttks I Search I R� ulat�bn i Q19WS,QgRy1>tt>BMd=M Mnikattan Senrrh>neattcn Ltat>AppfltaUon 0!lall pL FL7271-R3 Application Type Revision Code Version 2014 Application Status Approved Commend Archived l ���e'v 1�v 1` i./!-A a Addr ss/Phone/ TY oic.-ze Product /eemall 701 S.KING TI{V6 COMPANY�L t�Fv FAYETTEVIL4E,NC 28301 (910)483.0479 Ext256 astleby6unloncorrugating.com' Authorized Signature John stle0y )sdeby@unloncorrugadng,com Technical Representative Address/Phone/EmaO Quality Assurance Representative Address/Phone/Emall Category Roofinp Subcategory Metal Roofing compliance method Evaluation Report from it Florida Registered Architect or a Lkx need Florida Professional Engineer E Evaluation Report-HardcopY Received Florida Engineer or Architect Name who developed Bala Seckalingem the Evaluation Report Florida license PE-62240 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract 8xplration Date IV31/2020 t Validated Sy Yootef Lavi,P.E. 0 validation checklist-Hard6py Received Certificate of Independence -7za cflr cyp�p Referenced Standard and Year(of Standard) Stondardy ASTM E1592 2001 FM 4470 1992 UL 1897 1998 UL 1697 2004 UL 580 1904 UL S90 2006 I Equlvalence of Product standards Certified By Florida Licensed Professional enganeer or Architect 73�i3 F UlY Ir.UF.Osllvalent 7Z71 Ltl.edP F 7iUZI R343111 TAIF-lLH-1103rie99 ,9.oclt i bttos://flox idabuildine.ore/t)r/o r auo dtl.asux7aaratn=wG]BVXOwtDovtEeYw06El0YS5G.,._ 7/15/201.5 ___ :S Florida Building Code Online Page 1 of 4 FRI t .f 6?^ � 1.?�,u.�ra t' ,.st"ty.:r`°.?C=.•'g..! 'Y.'=1v rry �;.�':'�:W�. t� �&"' :c =�k`u. >r��•;'i'•_"��.? �''"y".nt'-�'>nw;,.,.,, ta7..'•T:ee',;.",. .�g.,..� ?"r•�,,.. �i "'e'!' s�' .''�.?.oi,'Sk i-£.' .�c _ .,fin�;.c_5'r>F i; ':•-�"., >" '+nT°'~�` ,.s.,- �.�z:�;:<t`'•..`.,tys,'ia,`':kl;,v�?t.?;'.";r_°dst<.5::':'�3 i#���r"` .�''�.S '.t'.`6� >�?iEr4;'�;4.Y,. ,.w:'a`:,.�<,�,�.:. .,,a„� :e .g•.,.a..�.. .�.e.':.Yas..::.: ecr:..v:s.s:-....::x::.:ac.::a.'��... :3 �e�� '.A.��es.¢+a. .. �� �'21: `a' BCIS Home?Log In I,User Registration j Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links i Search ' Bushe ��; ' �= :t Product Approval Professi��al � IUSER:Public User Regulation M Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL7271-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived l_1 Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S.KING ST. FAYETTEVILLE,NC 28301 (910)463-0479 Ext 256 jstieby@unioncorrugating,com Authorized Signature John Stieby jstieby@unioncorrugating.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 9 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Yoosef Lavi,P.E. R Validation Checklist-Hardcopy Received Certificate of Independence FL7271 R3 COI CertificateIndeoendence.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1592 2001 FM 4470 1992 UL 1897 1998 UL1897 2004 UL 580 1994 UL 580 2006 Equivalence of Product Standards Certified By Florida Licensed Professionall Engineer or Architect FL7271 R3 Eauiv TestEguivalent 7271 UL.ndf FL7271 R3 Eauiv TestEouivaient C1999 19.pdf https:Hfloridabuildin�.org/pr/pr an) dtl.aspx?Daram=wGEVXOwtDavtEeYw06ElOYS5G... 7/15/2015 4 Florida 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 II Eva Iuation Repo rtC1999 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 EvaluationReoortC1999 9,odf o.c.over 19/32"thick plywood Created by Independent Third Party:Yes 7271.2 5V 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 II EvaluationReoortC1999 10.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/-66.3 Evaluation Reports Other:Uplift load of 66.3 psf @ fastener spacing of 12"o.c. FL7271 R3 AE Evaluation ReoortC1999 10.odf Created by Independent Third Party: Yes 7271.3 SV Min 29 ga., wide through fastened panel over 15/32" thick plywood or 7/16"thick OSB ( Jl Limits of Use Installation Instructions l— Approved for use in HVHZ:No FL7271 R3 II EvaluationReoortC1999 11 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/-52.5 Evaluation Reports Other: Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationReoortC1999 11.odf Created by Independent Third Party:Yes 7271.4 SV Min 26 ga.,24"wide through fastened panel over 19/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II Evaluation ReportC1999 12;pdf 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 EvaluationReoortC1999 12.odf 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. 7271.5 5V Min 26 ga.,24"wide through fastened panel over 15/32"or 19/32"thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReoortC1999 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 FL7271 R3 AE Evaluatio[iRgportC1999 13.pdf Fastener Pattern 2 Created by Independent Third Party:Yes 7271.6 Advantage-Lok II 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 II EvaluationReoortC1999 14.1)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/-112.5 Evaluation Reports Other:Uplift load of 52.5 psf @ fastener spacing of 6"o.c. I https://floridabuildina.or2/nr/Dr ann dtl.asnx?naram=wCTF,VXOwtl)nvtReYwohFIOV45C'T 7/150015 Florida Building Code Online Page 3 of'4 and uplift load of 112.5 psf @ fastener spacing of 6"o.c. FL7271 R3 AE Evaluation ReportC1999 14.pdf with structural sealant. Created by Independent Third Party:Yes 7271.7 Advantage-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.__R_3._II Eva luationRepm 1999 15:,.ndf 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 luation Repo rtC1999 15.pdf 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 MasterRib Min 26 ga.,36"wide through fastened panel over 19/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReoortC1999 16.pdf 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. FL7271 R3 AE EvaluationRgportC1999 16.pdf 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" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReoortC1999 17.1)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/-113.1 Evaluation Reports Other:Uplift load of 45.0 psf @ fastener spacing of 24"o.c. FL7271 R3 AE EvaluationReportC1999 17.prlf &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" thick plywood or 7/16"thick OSB Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReportC1999 18.pdf L 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 18.1)df Created by Independent Third Party:Yes 7271.11 MasterRib Min 29 ga.,36"wide through fastened panel over nom. 1"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 II EvaluationReDortC1999 19.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/-114 Evaluation Reports Other:Uplift load of 71 psf for Fastener Pattern 1&114 psf FL7271 R3 AE EValuationReportC1999 19.pdf for Fastener Pattern 2 Created by Independent Third Party:Yes 7271.12 ML200 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 II EvaluatlonReportC1999 20.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/-116.0 Evaluation Reports Other: Uplift load of 71.0 psf @ clip spacing of 36"o.c.and FL7271 R3 AE Evaluation ReportC1999 20.pdf 116.0 psf @ clip spacing of 12"o.c. Created by Independent Third Party:Yes 7271.13 PBR 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 II EyaluationRe00rtC1999 21.pdf Approved for use outside HVHZ:Yes Verified By: Bala jSockalingam 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 21.1)df i ! Created by Independent Third Party:Yes 7271.14 SL175 Min 24 ga., max 16"wide snap-lock standing seam metal panel over metal deck. I ' httDs://floridabuildina.orL/nr/nr ann dtl.asnx?naram=wC'TF.VXOwti)nvtFPVw0FF.1(1V45C`T 7/15/')nl S Florida Building Code Online Page 4 of 4 Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReaortC1999 22.1)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/-86.0 Evaluation Reports Other: Uplift load of 63.5 psf @ clip spacing of 36"D.C.and FL7271 R3 AE EValuatlorPeDortC1999 22.jdf 86.0 psf @ clip spacing of 12"o.c. Created by Independent Third Party:Yes flack Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 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 a-mall 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 emails 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: �cutE �trr=u� 'k � I I I httns://floridahuilding-org/nr/nr ann citl-acnx7naram--w(-TRVXOxvtl)nxrtF-PVXX70r.F10VQSf`T '7/1 VIM S 07/16/2015 10:05 7278634273 ABC SUPPLY CO INC PAGE 01104 i , i i EVALUATION REPORT OF VNXON CORRUGAIING COMP �i $29 GA;MASTERM PAML' OVER WpQD SUMIRT 1NO DECK FLORIDA$U#I.D#3.1TG COTE 911:Ep1T1ON(2914) FLORIDA PRODUCT APPROVAL Flo 7271.11-R3 • 'SAL 006FING a�re�.P'�►�r; Union Coa frog CompaAy P.Q.Boa 229 Fayette,NC 28302 Telephoue: (910):483,04..79 Ftx: (910)483-N91 Px pored By. Sala Sockaftam,Ph.D.)P.E,, Florida Pmfegs4+anal Emir#62240 1216 N Lmlag Ave' 4e C Woo,OK 74-106 Te ►hosw (919)492-5"Z VAX.-. (;4 366-1 Two report c+ambb a Evalnmtion Report 0 P4Ses indadft tutu j r • nM • yc X"9 � r Report No. C'1999-19 4DP . 07/16/2015 10:05 7278634273 ABC SUPPLY CO ING , PAGE 02/04 i FL 7271.11-1t3 C1999-19 3.20.15 Page 2 of 3 Manufacturer: Union Conugating Company � Product Name: MasterRib Panel Panel Description:- 36"wide coverage with 3/4"high ribs at 9"o.c. Materials: Minwawna 29 ga., 80 ksi steel. Csalvanized coated steel(ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Support Description: Note. 1" x 4" ( ) luuaber at max. 24" o.c. (Must be designed by others) Support Attachment: (1)49 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 xexoofing (Optional) construction only. Deck Description: Min 7/16"thick OSE deck or min. 15/32"thick APA rated plywood or min. 3/4' thick wood plank (min SG of 0.42) for new and existing i constructions.Designed by others and installed as per FBC 2014. SIope: 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 910-14 wood screw with washer. Fastener shall be of sufficient length to penetrate through the support and deck a mum of 3/8". Fattem 1 @ 9"o.c.across panel width Pattern 2 @ 5.5"-3.5"-5.S"o.c.across panel width Sidelap Attachment: 1/0-14 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 `Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air-Pxessnre 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 i 07/16/2015 10:05 7278634273 ABC SUPPLY CO INC' PAGE 03/04 Fl,7271A I-R3 C1999-19 3.20.15 Page 3 of 3 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design. The, mammum fastener spacing fisted 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 FBC 2014 Section 1505 and ouneut approved roofing materials directory or ASIM E1O8/1UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: ASTM E1592 Test Report ENCON Technology Inc. C1.81 1-1,Reporting Date 11/30/11 FM 4470 Test Report ENCON Technology Inc C 1583-2,Reporting Date 7/24/08 SIDELAP FASTENER PANEL FASTENER EXISTING SHINGLES NOM. 1" X 4" LUMBER FOR ROOF SLOPE #9-35 OR #10-14 (OPTIONAL) 0 24' O.C, (MAX.) LESS THAN 3:12 9" O.C_ Ti d EXISTING UNDERLAYMENT \_OS8 7/16" THICK (MIN.) OR (OPTIONAL) PLYWOOD 15/32" THICK (MIN.) J9 X 3' LONG WOOD SCREW MIN. 2X_ WOOD RAFTER/JOIST/ EASTENER PATTERN I TRUSS AT lu1AX. eau O.C. 5115ELAP FASTENER - PANEL FASTENER - EXISTING SHINGLES - Nom. 1"-X-4" LUMBER -FOR ROOF SLOPE #9-15 OR #10-14 (OPTIONAL) 0 2e O.C. (MAX.) _ LESS THAN 3:12 o 3.5"-5.5' O.C. N. d T4 � A EXISTING UNOERLAYMENT V THICX (MIN.) OR (OPTIONAL) PLOOD 15/32' THICK (MIN.) r�"OS4B7/1 " LONG m WOOD SCREW FASTENER PA EpIV MIN. 2X_ WOOD RAFTER/JOIST/ 'l .+� TRUSS AT MAX. 24" O.C. >; MERAL-NOTE& 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLEIRIDA BUILDING CODE CFBCX ALLOWABLE UPLIFT PRESSURE 2. THE ROOF PANELS SHALL BE INSTALLED OVER SHEA7}IINS & STRUCTURE AS g SPECIFIED ON THIS DRAWENG. 3. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS fASIENER PRESSURE PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS PATTERN (PSF) ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 4. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA S 71.0 BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM ig l RECIUMEMENTS OF THIS DRAWING & THE CODE..THE CODE SHALL: CONTROL. 2 114.0 trill 5. RAFTERS/JCISTS/TRUSSES MUST BE DESIGNED TO WITHISTAND WIND LOADS AS IN REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. o � No 3/4• r 36' MASTERRIB PANEL PROFILE t 1 ! Mirimum 29 Guuge, Mtn€mum Yield - $0 KS I lf\ Florida Building Code Online Page 1 of 4 M,711, A 711=7•-1 1-P I M-5 ME- em U. 0 al BCIS Home Log In User Registration i Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff 6CIS Site Map Links I Search Mir i 3usinqo, 0') ava,7i2. Product Approval Profession a I USER:Public User ' Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL7271-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S.KING ST. FAYETTEVILLE,NC 28301 (910)483-0479 Ext 256 jstieby@unioncorrugating.com Authorized Signature John Stieby istieby@unioncorrugating.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Yoosef Lavi,P.E. 141 Validation Checklist-Hardcopy Received Certificate of Independence FL7271 R3 COI CertificateIndeoendence.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1592 2001 FM 4470 1992 UL 1897 1998 UL 1897 2004 UL 580 1994 UL 580 2006 Equivalence of Product Standards Certified By Florida Licensed Professional(Engineer or Architect II FL7271 R3 Equiv TestEquivalent 7271 UL.nd FL7271 R3 Eguiv TestEquivblent C1999 19.pd https://floridabuilding.org/Dr/pr am) dtl.asi)x?varam--wGEVXOwtDavtEeYw06EIOYS5G... 7/15/2015 i Florida 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 II EvaluationReportC1999 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 EvaluationReportC1999 9,odf o.c.over 19/32"thick plywood Created by Independent Third Party:Yes 7271.2 5V 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 II EvaluationReyortC1999 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 Eva IuationReportC1999 10.pdf 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 II EvaluationRei)ortC1999 11.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/-52.5 Evaluation Reports Other: Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationReportC1999 11.pdf Created by Independent Third Party:Yes 7271.4 5V Min 26 ga.,24"wide through fastened panel over 19/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II Evaluation Repo rtC1999 12.12df 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 Eva Iuation Repo rtC1999 12.pdf 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. 7271.5 5V Min 26 ga.,24"wide through fastened panel over 15/32"or 19/32"thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReportC1999 13.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/-150 Evaluation Reports Other:Uplift load of 150 psf in 19/32"thick plywood for FL7271 R3 AE EvaluationReportC1999 13..pdf Fastener Pattern 2 Created by Independent Third Party: Yes 7271.6 Advantage-Lok II 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 II EvaluationReportC1999 14.pdf Approved for use outside HVHZ:Yes Verified By: Bala iSockalingam 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. httos://floridabuildina.oriz/nr/nr apn dtl.asnx?naram=wC'TF,VXOwtDavtFeVW06F.1(-)YCSCT 7/15/?015 i 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.odf with structural sealant. Created by Independent Third Party:Yes 7271.7 Advantage-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 II EvaluatioiiRepprtC1999 15..ndf 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 Evaluation Repo rtC1999 15.pdf 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 MasterRib Min 26 ga.,36"wide through fastened panel over 19/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationlkeportC1999 16.Ddf 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. FL7271 R3 AE EvaluationReportC1999 16.pdf 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" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReportC1999 17.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/-113.1 Evaluation Reports Other:Uplift load of 45.0 psf @ fastener spacing of 24"o.c. FL72]1_93 AE Evaluation pdf &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" thick plywood or 7/16"thick OSB Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReportC1999 18.Ddf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 J 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. 1"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 II EvaluationReoortC1999 19.1)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/-114 Evaluation Reports Other:Uplift load of 71 psf for Fastener Pattern 1&114 psf FL7271 R3 AE Evaluation ReportCl999 19.pdf for Fastener Pattern 2 Created by Independent Third Party:Yes 7271.12 ML200 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 II EvaluationReportC1999 20.1)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/-116.0 Evaluation Reports Other: Uplift load of 71.0 psf @ clip spacing of 36"o.c.and FL7271 R3 AE EvaluationReportC1999 20.Ddf 116.0 psf @ clip spacing of 12"o.c. Created by Independent Third Party:Yes 7271.13 TP 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 II EvaluationRenortC1999 21.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/-52.5 Evaluation Reports Other:Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationReoortC1999 21.Ddf Created by Independent Third Party:Yes ff7271.14 SL175 Min 24 ga., max 116"wide snap-lock standing seam metal panel over metal deck. httns://floridabuildina.orL/nr/-Dr ann dtl.aSnx?naram=wC'TF.VXOwti)nvtReYw0FF.10VRSC`T 7/15/?nl5 Florida Building Code Online Page 4 of 4 Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReoortC1999 22.adf 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"D.C.and FL7271 R3 AE EvaluationReoortC1999 22.pdf 86.0 psf @ clip spacing of 12"o.c. Created by Independent Third Party:Yes FEE-] Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-467-1824 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 emails 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 ® mN �Ctlit'. '�t;rsctCs' 1 i i i httns-//floridahuilding-nrLy/nr/nr ann dtl.acnx7naram=wCTF.vxnwtnnxrtF.Pvxxrnil�Ftnvc;� '7/1 S/on1 S r 07/16/2015 10:05 7278634273 ABC SUPPLY CO INCH PAGE 01/04 I EVALUATION REPORT OF � VNx0N CORRUGATING CO MPANY :. $19 GA.MASTERM PANEV OVER WOt*8 1 RT ANO OKK FL ORIDA 1BUILD1l.1TlG.CODE 5'UAAITION(1914) FLORIDA PRODUCE'APPROVAL Flo 7271:11=R3 ROOMG WTAL ROOFING P�iair�.Pair; union corrugating company P.O.Box 229 Fayeam e,NC 28302 Telephone: (910):483*04,79 Fie: (910)4"91 r Mied By: Bala Sockalt gam,Ph.D p P.H. Florida ProfeWomal Raginear#62240 1216 N Lauslug AM,$AW C Th1$a,OIL 74196 T-*phmo; (918)4W591 VAX.- { 346-I,S43 This report coAdsts:of Rvalumflau Report(3 Pmges induding covvw) Instab"Detait(1 Paged 62240 RePork No. C'1999-19 Q:. �,�T :e� Date:3.2Q.13 o x V. i • r...�.�....�...•..µMS,.rKr�.frw•r•vw..rv+-wwr.-w-v+rwwrwxww.+v.vr.nwv .yYw'w.4wrwTvivnr•v-.�-�vr+-wxwwvr-mw-vm-wwwNvvwN-r'r.vw nr.rJn....rrr..Y.�w.wrrn..M..a.xxxx.mxevOixxmmnmarxwrw.nr.•n....a......-.....ivw. 07/16/2015 10:05 7278634273 ABC SUPPLY CO INC PAGE 02/04 FL 7271.1 I-R3 C1999-19 3.20.15 Page 2 of 3 Manufacturer: Union Corrugating Company Product Name: MasterRib Panel Panel Description: 36"wide coverage with 3/4"high ribs at 9"o.c. Materials: Minimum 29 Sa., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galval:ume coated steel (ASTM A792) or pointed steel (ASTM A755). Support Description: Nom. I" x 4" (min) lumber at max, 24" o.c. (Must be designed by others) Support Attachment. (1)49 x 311 long wood screw into rafters spaced,at max 24"o.c. New UAderlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1. Required for now construction and optional for reroofing construction. Existing Underlayment. One layer of asphalt shingles over one layer of 930 felt]Fox=oormg (Optional) construction only. Deck Description: Min 7/16'thick OSB deck or min. 15/32'thick APA rated plywood or min. 3W thick wood plank (min SO of 0.42) for new and existing constructions.Designed by others and installed as per FBC 2014. Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4,2 Design Uplift Pressure. 71 psf for Fastener Pattern I (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 I @ 9"o.c.across Mel width Pattern 2 a 5.514-3.511-5.5"o.c.across panel width Sidelap Attacbment W'-14 x 7/8" long SDS with washer@ 2411 o.C. Recommended for (Optional) roof slope less than 3:12. Test Standards: Panel assembly tested in accordance with ASTM E1592-01 'Test Method for Structural Performance of Sheet Metal Roof and Sift Systems by Uniform Static Air Pmsure bifference' 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 ^ 07/16/2015 10:05 7278634273 ABC SUPPLY CO INCI PAGE 03/04 i FL 7271.11-R3 C1999-19 3.20.15 Page 3 of 3 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-16 using allowable stress design. 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 E108/i]L790 report fCo1m as accredited laboratory for fire ratings of this product_ Supporting Documents: ASTM E1592 Test Report ENCON Technology Inc. C1.811-1,Reporting Date 11/30/11 FM 4470 Test Report ENCON Technology Inc C1583-2,Reporting Date 7/2.4/08 i i I i i SIDELAP FASTENER PANEL FASTENER EXISTING SHINGLES NOM. 1" X 4' LUMBER FOR ROOF SLOPE �9-15 OR #10-14 (OPTIONAL) 0 24' O.C. (MAX.) LESS THAN 3012 ® 9" O.C. EXISTING UNDERLAYMENT \_OS8 7/16" THICK (MIN.) OR (OPTIONAL) PLYWOOD 15/32" ICK TH (MIN.) 9 X 3" LONG WOOD SCREWMIN. 2X_ WOOD RAFTER/JOIST/ EISTENER PATTERN 1 TRUSS AT 1dA7c. 24" O.C. SIDELAP FASTENER - PANEL FASTENER - EXIS>1NG SHINGLES MOM. 1'_ X 4''_LUMBER FOR ROOF SLOPE #9-15 OR #10-14 {OPTIONAL) 0 24' O.C. (MAX.) _ LESS THAN 3:12 @0 3.5'-5.5' O.C. N d as a a EXISTING UNDERLAYMENT OSB 7/16" THICK (MIN.) OR (P+ (OPTIONAL) PLYWOOD 15/32' THICK (MIN.) f #9 X 3" LONG d WOOD SCREW MIN. 2X_ WOOD RAFTER/JOIST/ FASTENER MUERN 2 TRUSS AT MAX. 24" O.C, 1;igNERAL NOTES 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). ALLOWABLE UPLIFT PRESSURE 2. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIE➢ ON THIS DRAW[NG. 3. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS 1 FASTENER PRESSURE PANEL SYSTEM MAY NOT BE INSTALLED WHEN l}IE REQUIRED DESIGN WIND LOA€3S I PAT7ERN (PSF) ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 4. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA 4 71.0 BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM go REQUMEMENTS OF THIS DRA141NG & THE CODE. THE CODE SHALL: CONTROL. 2 114.0 5. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS , � REQUIRED FOR EACH APPLICATION ARID ARE THE RESPONSIBILITY OF OTHERS. � l 3/4' i s-to�a�a MASTERRIB PANEL PROFILE 1 Mirimum 29 Coup. M[nlmum Yield m 00 KS i i 1 ;4'