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Home My WebLink About13-14769 � CITY OF ZEPHYRHILLS 5335-8TH STREET ' (si3)�so-oo20 4769 BUILDING PERMIT Permit Number: 14769 Address: 6024 RIDGEWAY DR 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: ZEPHYR RIDGE Est. Value: Parcel Number: 03-26-21-0130-00000-0490 Improv. Cost: 5,966.00 Date Issued: 12/03/2013 Name: LEITZKE THOMAS Total Fees: 97.50 Address: 6030 RIDGEWAY DR Amount Paid: 97.50 ZEPHYRHILLS, FL 33542-7996 Date Paid: 12/03/2013 Phone: 813-385-4297 Work Desc: REROOF METAL �Cv^ � � , �� TAPE JOI T RO INSP FINAL ' REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c)when extra inspection trips are necessary due to any one of the following reasons: a)wrong address b)condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site f) plans not at job site g)work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional 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 properly. 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 i Codes and Ordinances. NO OCCUPANCY BEFO C.O. C TRACTOR 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-813-78D-0021 Building Department Date Received f � �� phone Contact for Permittin J.�2 �� — (O�! T f—f G l.� y Owners Name ��►',Q.s 'C 1�Z,� Owner Phone Number O�� 5' / �/ OwnersAddress D�� /'�1 �fN �• OwnerPhoneNumber Fee Simple Titleholder Name Owner Phone Number � Fee Simple Titleholder Address �— J08 ADDRESS �� ' � J� /, �S S7 LOT# �� SUBDIVISION r ^ PARCEL ID# O�' �� - oeoe-D H (OBTAINED FROM PROPERTV TAX NOTICE) WORK PROPOSED � NEW coNSTR e ADD/ALT Q SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE � SFR Q COMM � OTHER TYPE OFCONSTRUCTION Q BLOCK Q FRAME � STEEL Q DESCRIPTION OF WORK W �C�I I�"'� d Gt� / i � 0�t��f�'�/i ,H G�l S�/C . BUIIDING SIZE � SQ FOOTAGE� HEIGHT �/ �r��v� �'� � 1 1 1 1 1 1 1 1 1 1 1 1 �BUILDING $� / .�P VALUATION OF TOTAL CONSTRUCTION I /� L (,Q ��--�. DELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY Q W.R/.E.C. QPLUMBING $ I "1 �� ,� � QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION QGAS d ROOFING Q SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER COMPANY � SIGNATURE REGIS7ERED Y/ N FEE CURREN Y!N Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y!N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREM1 Y/N / Address License# OTHER � COMPANY �YATT��AG Gy� SIGNATURE REGISTERED Y/ N EE CURREN Y!N Address G�/ C.:I/fu�.�cr.�y�E � Q�.��lD License# ��ee o,�-ro 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 I I 1 1 1 1 1 RESIDENTIAL Attach(2)Plot Pians;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittai date. Required onsite,Construction Plans,Stormwater Plans w!Silt Fence installed, Sanitary Facilities&t dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(3)complete sets of Buildinq 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,Construdion Plans,Stormwater Plans w/Silt Fence instafted, Sanitary Facilities 6 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. Directions: Fill out application completely Owner&Contractor sign back of application,notarized Ii over 52500,a Notice of Commencement is required. (A/C upgrades over a7500) " Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notanzed letter from owner authorizing same OVER THE COUNTER PERMITTING (Fronl of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoVSurvey/Footage) Driveways-Not over Counter if on public roadways..needs 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 WaterlSewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION IIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500 00 or more, 1 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 pertormed 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 ServiceslEnvironmental 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"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,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, weils, 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 EY BEFORE RECORDING YOUR NOTICE OF OMMENCEMENT. FLORIDAJURAT(F.S.117 .-- ` OWNER �%-i:i�'��-i-�_ CONTRACTOR Su �e w6'm (or affirmed)before t�is Subscribed an swor (or affi d) f this o i/are nally nown to e or has/have produced Who is/ar onally known o me or has/have prod ced as identification. as identifcation. �� Notary Public Notary Public Commission No. Commission No. m ry ry�q9rpg�pE�g�}F�a� Name of � William Penuel ��u� Notary P��Wic State of Fbrida j My CommNsion EE704104 `h WilUam Penuel �p'n,0" Expires 08N6/2015 �� My COrt1fhMWon EL104104 �� Explros OW1a/polb ,,, AFTERRECORDING-RE'fURNTO: IIIIIIIIIIIIIIIIIfIIIIIIIIIIIi�II�IIIII�IIIIIII�lllllllll��l� 2013197103 Repl:1564314 Rec: 10.00 DS: 0.00 IT: 0.00 11/20/13 E. Munyula, Dply Clsrk PERMIT NUMBER: NOTICE OF COMMEN(,,'EMENT The undersigned haeby gives notice that impravement will be made to certain real propaty,and in accordance with Chapter 713, Florida Statutes,the following information is provided in this Notice of Commencement. t. nESCxIPTIOx oP PROetxxTr(Lega!deacripdon of the pTOperty&sueec address,if availabie)Tnx r�oLIO]VO.:n;J(e-:t�-o�?a-G�i[bo-oyQ� SUBDMSION 4GBft Ut �/dCLG BLOCK TRACf LOT�BLpG UNIT �QD�N R��cu�w ,�i' Zro��r�r1��s,FL. ��5 N� - �� 2.GENERAL DESCRIPTION OF IMPROYEMENT: Tn c�4r.0 ne� ,�I,..� roo�- p�, ,.�;3}s� <.t„�Ics o* $�R 3 OWIYF.R IIYFORMATION OR LESSEE INFORMATION IF Tf�',LESSEE CONTRAGTED FOR 1'[�IMPROVEMENT: e.Nemeaudaddress: T��lLf � �'�L�G loQi�� j��„�r Z� r��l< �L .�;.S�o�- b.Interest in property� �Q,,..�1 c.Neme and eddress of fee simple tiUeholdv(if different[rom Owar liAed a6ove):_(f/j{ � R4 a CONTRACTOR'SNAME• /�a�fanTy,( !}Owni. r�a�� C•C. 7 . Contrnuor•seddress: �,Olnl L':�,erin.,a QIC.,.�.. 5 ,�.�¢ l��n.. .o ?1a-l�b.Phonemunber: �/O�'�9'/J•Ie�JD� 5. SURETY(ifapplicaWq a copy of the paymeqt bynd is ane�e�: a.Name erd address: /�( / b.Phone munba• a Amount of bond:S 6.8.LF.NDER'SNAME: /V. /'� �� Lender's ad�ess: b.Phone num6er 'I Persrns within the State ofFlorida designated by Owner upon wfiom nMices or otha documents may be served as provided by ,Section 713.13(1)(a)7.,Flortda Statute�:� a.Name ard address: /�/ b.Phone numbers of desi�eted persons� 8 a.In addition to himself or herself,Ovma designetes of to receive a copy of the Lienor's Notice as provided in Section 7 3.13(I)(b),Florida Statutes. b.Phone number of pe�son or entity designetod by Ownc: 9 Expiration date of notice of commencement(the expiration date will be 1 year from the date of recording unless a different date is specifi ed): .20_ W RArt�I TO OWNER• N1'PAYMENfS A BY O�.""�eR F�R StPQZA'('jOh OF NOTI E OF Ob°'�NCF'bAQ"'T ARF('ONCIDFRF 1MPRUPER PAYMEN'IS 1Nn R APTRR 713 P AT �ON 713 1 F iDA CTA ITFC elQp AtQ �SU1 T IN YO iR PAYIN•'IWI E FOR tMPRO .MFnn'c'm vni m vunvFU�rv A NfYf7l�F nc rfl�•�?•,n �c�rr�nic�r ac RF1'OR�ED AN1�POSIED ON 7HE JOB STIE B .FO F. T IN P.CTION. ff YO IlV7EIv"�'PO OBT ilr`Filv N .ih _ OT�SIn T llI�JTH YO 1R .� R OR N p'['['O NF1'BEFO F .Or�1IIV IN WORK OR R p IN.vni 1R N(YTT[F()F tyMt�.n�a�r�ucnrr � -. �� re of Owner or Lessee,or Owner's or Lessee's Print ame od�de Signss6ry's TiUe/O1TIce) uthorized Officer/Director/Partner/Manager) Stateof /�/Qy��f�, PQULR S 0'NEIL�Ph D Pii5C0 CLERK L COMPTROLLER —r— 110R BK V9�a� 1PGo 2034 County of Pa f�� The foregang instrument was aclmowledgad before me this�day of �/�?A�,A►�ip� ,20 �� bY _�G�+nt r ,as .SG�� (name of person) (type of eutharity, e.g.officer,wstee,attorney in fact) for ��Do►uJ I.eJ. ��'LIl[. (name ef party on beh f ofwhom instrument was executed) Personally Known or Produced Identification_�Type of Identificadon Produced/)r.;,Y,�'S L�`eenl� �3�-�3�-3�- �L9-o " ��"•�'� WALLACE T�CA%tTER, JR. (Signat of Notary Public) •'e MY COMMISg1pN�EE9��,3 (pr�nt,Type,or Stamp Commissioned Name of Notary Public) � EXPIRES Sspcsrriber 2p,2018 �ri�so�u .� x�� oas-i2 G�a.c�R�V�r 'J� ' ' . ,+, 3TATE OF�'LORIDA, COUNTY OF PASCO � • THIS IS 70 CERTIFY THAT THE FOREGOlNG IS A � , ¢�,�,:. �. * TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE r+� WITNESS MY HANDAND OFFICIAL SEAL THlS s �z � , � � � �: ., � PAU �AY OF v 2 �, � ,Ct R &COMpTROLLER * 3TA'iE� BY DEPUTY CLERK �� . City of Zephyrhills BUILDING PLAN REVIEW COMMENTS C ntract omeowner: �,�1�17�dc � � Date Received: —� � —1� Site: '� . Permit Type: � � � ��5� �� -�e.,S Approved w/no comments: Approv w/t e low comme : ❑ r nied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. /-�J� Kalvin S ' er—Pl s aminer Date Contractor and/or Homeowner (Required when comments are present) rage i oi � . a', � ' ; ' i . . � ' i . # j;'`�;«.."� .y�`, � BQS Home , Log In User Reyistration { Hot Toplcs ? Submit Surcharqe ; Statc&Facts � Publicatlo�u t F8C SWtf � BCfS SRe Map � Links , Search ; a.,c:.�Etk'3�'.;, °i�', BuSin�S �� ("� � �� Produet Approval Y�-�f� C USER:Public User ,�! � � � � ��. ��!��' °� '� tti..l��. u!Ctt,��i c P�ud Aooroval Menu>Product or Aoolicatfon Search> I >Applleallon Detail FL# � FL12512-R2 Revtsion jl ,,,�w�,�� '" ApDlication Type l Code Version � 2010 � Applitatlon Status APProved ��' Comments � Archived �--- / Product Manufac[urer AlphaPro h Engineered Produtts,Inc. Address/Phone/Emai� 301 .Blanchard St. ��,�Q�S�Xr{Lj �(j,�,��'1 �. t�I I��t`[_L dOSta,GA 31601 F7 �� ; -r (229)242-1931 PREUAILING COI��. ;�,�;d, bhayden�atphaprotech.c ,�'��L�� 'ODE,NATION,�L E.LrCT1ZIC C;OI?�A�;D Authorized Signature Bruce Hayden r�TY OF ZEPH�'It[-I1LLS OR�1'1;:,±�C'ES b hayden�al pha protech.com Techniql Representative Bruce Hayden Address/Phone/Email 301 5.Blanchard St. Vaidosta,GA 31601 (229)242-1931 '��'1w,�,y �— bhayden�alphaprote� om Y�° c„�f�'�"L �� '��,� ( Quality Assuronce Representative Daniel LaFate ��J�� ,l��n�7�� ' Address/Phone/Email 301 South Blanchard Street � .��'� VeldosW,GA 31601 __ � �/ (229)242-1931 Ext 237 � T d lafaa�alpha protech.com Category Rooflng Subcategory Underlayments Compliance Method EvaluaUon RepoR from a Product Evaluation Entity Evaluatlon Entlty ICC Evaluatlon Service,LLC Quality Assuronce Entity RAOCO,INC. Quality Assurance Contract Expiretion Date 07/02/2015 Vaudated ey 2achary R.Priesc,P.E. i�/- VaUdation Checkiist-Hardcopy Received Certificate of Independence FL12512 R2 �OI COI ICC Gert of Indeoendence.odt Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507.10.2 1507.3.2 1507.3.3 1507.5.3 1507.6.3 1507.7.3 1507.8.3 , 1507.9.3 ra�c �. vi �. Date Submitted 12/18/2012 Date Valldated 12/26/2012 Date Pending FBC Approval 01/01/2013 Date Approved 02/04/2013 Summary of Producb p�i� Model,Number or Name Descri on i2512.1 REX S nFelt 5 nthetic Roof Underla ent 5 ntheUc Roof Underla ent l.imits of Use InstallaLton Instruedons Approved for use in MVHZ:No FL32512 R2 II ESR-i601.odf Approved for use outside NVHZ:Yes Verified By:ICC Evaluation Service,LLC Impact Resistan�N/A Created by Independent Third Party: Design Pressure:N/A Ewluation Reports Other:Installatlon shall comply with Ilmltatlons of uSe found in section F�»512 R2 AE ESR-1601.odf 5 of the evaluaHO�report 12512.2 RDCtreme Synthetic Roof Underia ent S nthetfc Roof U�derla ent Limits of Use Installation Instructions Approved for use in NVH2:No FL12512 R2 II ESR-1601 odf Approved for use oubide HVN2:Yes Verifled By:ICC Evaluation Service,LLC Impact Resistant:N/A Created by Independent Third Party: Desfgn Pressurc:N/A Evsluation RepoKs Other:Installation must comply with IimitaUOns of use found in sectlon F��S�� R2 AE ESR-1601.edf S of the evaluation report. 12512.3 CHNOp 5 nthedc Roof Underla ment 5 nthetic Roof Underlayment Limits of Use Insbtlation Inetructions Approved for use in HVH2:No FI�7512 R2 II ESR-1601.odf Approved for use outside MVHZ:Yes Verlfled By:ICC Eva�uaUOn Service,LLC impact Resistant:N/A Created by Independent Th1rd PaRy: Design Pressurc:N/A Evaluatlon Reporis Other:Installation must comply with Iimitadons of use found in section Ft��512 � AE E�R-1601.odf 5 of the evaluation report. � - - Cnn�[* �::�4`--`�North Monroe Street.Tallehasw FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer �owrloM 2007•2010 State of Florida.: Prlvacv Statemmt::��si6ilitv Statement::Refund Statement Under Florida law,email addresses arc public rxords.If you do not wanC your rmatl addrcss rekased In rrsponse to a pub�ic-rxords request,do not send elecVOnic mail to this entiN•Instead,contact the oMce by phone or by traditional mail.If you have any quesUons,please conWCt 850.487.1395.*PUrsuant to Sedion a55.275 (1),Florida SWtutes,eHecHve October i,2012,Ilcensees Ilunsed under�hapter 455,F.S.must provide the Depnrtrnent wlth an email addras if they have one.The ematls provided may be used for offiGal communkatbn wlth the Iicensee.However email atlAresses are puDIK record.If you Co not w+sh to suppty a personal address, please provlde the Department with an emafl address whiCh Can be made availa6le Oo the pubUc.To deiermine if you are a licensee under Chapter 455,F.S.,please didc��g. Product Approval waepts: � � � � . � �E't1�tIG�° i , i a�j�, i vi i ; •�M � ` � � j * + i • � 11 1R � 7 I � �I I ��" .. ' Qy,}r :Y.�'" `�� il! _F.��;^.�;�r,��n�b�� BCIS Home Log In � User Regis[retion ; Ho[Topics � Submlt Surcharqe % Ststs&Facts � Publitations 4 fBC SWff t BC1S Slte Map Links SearCh B��I��tf��jF+��,� p�oductApproval ProfP�St�F!a, USER:PubllcUSer � \rriJt 1 £''�� f�A�i�}` +�i�,.�.1 1..!i l.: J I Produd ooroval Menu>Product or Aoolication Search>Applitallon List „� � . Search Criteria � Refine Search , •:,,,�;�, �� Code Version 2010 FL# ALL Applicadon 7ype ALL Produc[Manufadurer AlphaProTech EnginEered ProGUCts,Inc. Category ALL Subcategory �� Appiication Status ALL Compliance Method Au Quallty Assurance Entity ALL Quality Assurance Entity Contract Expired AlL Product Model,Number or NameALL Product Descrlption ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressurc ALL Other ALL Search Results-Applieations � u FJ,iz512-R2 Revision AlphaProTech Engineered Products,Inc. Zachary R.Priest,P.E. Approved Historv Cateyory:Rooflng (813)480-3421 Subcategory:Underiayments *Approved by DBPR.Approvals by DBPR shall be reviewed and 2tlfled by the POC and/or the Commission if necessary. Cspntad Us taa.n North Monroe Street.Tallahassee FL 32399 Phone:950-487-1824 The 5[nte of Florida is an AA/EEO employer.r..��.rtuht 2007-2010 Stnte of Florida.::Privaev Statement::aK.ec�billN Statement Refund Stat?ment Under Florida law,email aAtlresses are public records.If you do not want your e-mail addrnss rcleased in response W a public-records request,do noi send electronic mall to this entity.tnstead,conWC[the offlcc by phone or bY Vaditlonal mail.If yau have any questions,please conWR SSO.a87.1395.'PUrsuant to Section 455.275 (1),Florida.Statutes,efFective October 1,2012,licensces Iicense0 under Chapter 455,F.S.must Drovide the Department with an email address if Mey have one.The emails provided may be u5ed for ofidal communicaUon with the Ilansee.However email atldressas are publk record.If you do not wish to suDP�Y a personal address, please provide the Department with an email addreu which can be mede available to the puD�ic.To determme ii you are a licensee under Chapter a55,F.S.,please Click bP�p. Product ApProval Aeeepts: � � .. � 8CCt1!'� M�.FRi'G,'S ! i l 1 � c c � ICC-ES Evaluation Report ESR-1601* Reissued September 1, 2012 This repo►f is subject to renewa/November 1, 2014. www.icc-es.orq � (800)423-6587 � (562)699-0543 A Subsidiary of the Intemationa!Code Council� DMSION:07 00 00—THERMAL AND MOISTURE instructions. The manufadurer's published installation PROTECTION insVuctions must be available at the jobsite at all times Section:07 30 05—Roofing Felt and Underlayment during installation. REPORT HOLDER: Prior to application of the underlayment, the roof deck surface must be free of frost,dust and dirt,loose nails,and ALPHA PROTECH ENGINEERED PRODUCTS,INC. other protrusions.Damaged sheathing must be replaced. 301 SOUTH BLANCHARD STREET Installation of an approved roof covering can proceed VALDOSTA,GEORGIA 31601 immediately following application of the roofing (229)242-1931 underlayment. The unde�layment is to be cover�ed by the www.alahaarotech.co_m roof covering within the time set forth in the underlayment manufacturers published installation instrudions. For EVALUATION SUBJECT: reroofing applications, the same procedures apply after removal of the existing roof covering and roofing felts to REXTM SYNFELT, REXTREME AND TECHNOPLY expose the roof dedc. SYNTHETIC ROOF UNDERLAYMENTS 4.2 Applications: 1.0 EVALUATION SCOPE The underlayment must be installed in axordance with Compliance with the following codes• Chapter 15 of the IBC or Chapter 9 of the IRC, and must � be laid printed side up horizontally (parallel to the eave) ■ 2012,2009 and 20061ntemational8uilding Code�(IBC) starting at the lower edge of the roof, with 3-inch(76 mm) ■ 2012,2009 and 2006 Intemational Residentia!Code� horizontal (head) laps and 6-inch {152 mm) vertical (end) QRC) laps. Properties evaluated: The underlayment must be fastened to the roof deck using minimum No. 12 gage [0.109-inch (2.77 mm)] ■ Physical properties minimum shank diameter, corrosion-resistant roofing nails ■ Fire classification having minimum 1-inch-diameter (25.4 mm) plastic caps. 2.0 USES The fasteners must be spaced 8 inches (203 mm) on c�nter at vertical and horizontal laps, and 24 inches REXTM' SynFelt, REXtreme and TECHNOpIy synthetic (610 mm) on center vertically and horizontally in a roofing underlayments are altematives to the ASTM D226, staggered pattem in the fiefd of the underlayment, except Type I and Type II, roofing underlayment specified in in areas subject to high winds where underlayment Chapter 15 of the ISC and Chapter 9 of the lRC. The fastening must comply with high wind attachment underlayments are also used as components of classified requirements speafied in IBC Section 1507 or IRC Section roofing assemblies when installed as described in this R905. Fasteners must be long enough to penetrate into the report. sheathing a minimum of 3/a inch (19.1 mm) or through the 3.0 DESCRIPTION sheathing, whichever is less. When battens are installed over the underlayment, the undehayment need only be The roof underlayments consist of a woven polypropylene preliminarily attached pending attachment of the battens or fabric with a polypropylene coating on each side. The counterbattens. REXTM SynFelt, REXVeme and TECHNOpIy synthetic underlayments have nominal weights, respedively, of 2.56 A single layer of minimum 24-inch-wide (610 mm) pounds per 100 square feet (125 glm2), 2.97 pounds per underlayment must be installed and centered vertically at 100 square feet (145 g/m2), and 2.05 pounds per 100 all valleys before underlayment in the field, and at all hips z and ridges after underlayment in the field. square feet(100 g/m ),and are produced in rolls of various sizes. Where the slope is from 2:12(17 percent slope)up to 4:12 4.0 DESIGN AND INSTALLATION (33 percent slope) and the roof is to be covered�with 4.1 General• asphait shinglea, or where the slope is from 2/2.12 • (21 percent slope) up to 4:12 (33 percent slope) and the Installation must comply with the applicable code, this roof is to be covered with concrete or clay roof tiles, the report and the manufacturer's published installation underlayment must be horizontally lapped 24 inches `Revised November 2012 ICC-ES EvaJuation Reports ore not to 6e consrrued as representing authettcs o�mry oiher atlrr6vtes not spectfirnity addressed��are tirey to 6e constroed � as an endorsement vjthe su6Ject oJthe repori or a recammendatron for fcs use.There is ra warmnry bylCC Evahration Servrce,LLC,exprrss or implied a+' ��,�/ tu a�ry jrnling or orher matrer in thrs report,or as to arry product covered by the report. �°1�` �"'�' Copyrlght�2ot 2 Page 1 of 2 ESR-7601 ► Most WdelyAccepted and Trusted Page 2 of 2 (610 mm)to the centerline of the underlying course to fortn codes listed in Section 1.0 of this report, subject to the two layers with 6-inch (152 mm) verticai laps. Seams in following conditions: laps must be sealed with adhesives complying with ASTM 5.1 Installa6on must compiy with this report and the D4586,Type 1.Subsequent courses of underlayment must manufacturers published installation instruCtions,and be installed parallel to the eave, from the lower edge the applicable code. In the event of conflict between upwards to the ridge, in a shingle manner The the published installation instructions and this report, underlayment must be mechanicaily fastened as speafied the more restrictive must govern. in Section 4.2. 4.3 Ice Barrier: 5.2 Installation must be limited to roofs with a minimum slope of 2:12 (17 percent s�ope) or to the minimum In areas of the roof required to have an i� barrier under slope required for the roof covering in accordance Chapter 15 of the IBC or Chapter 9 of the IRC,two layers with the applicable code,whichever is greater. of the underlayment must be cemented together with a roofing cement complying with ASTM D4586, for a 5.3 Installation must be limited to use with roof coverings minimum distance of 24 inches (610 mm) inside the that do not involve hot asphalt or coal-tar pitch. exterior wall line of the building. The roof underlayment, in 5A Installation must be limited to solid substrates the field of the roof,must overlap the ice barrier complying with the applicable code. 4.4 Flashing: 5.5 Installation must be timited to use with approved roof Flashing must be in accordance with the applicable code. coverings that are mechanically fastened through the Flashing around protrusions must be over the lower course underlayment to the sheathing or rafters, or to use of the underlayment and under the upper course of the with approved roof coverings that are mechanically underlayment,to prevent water backup.When used, metal fastened to battens or counterbattens that are drip edges must be installed beneath the underlayment at mechanically fastened through the underlayment to the eaves and over the underlayment at rakes. the sheathing or rafters. 4.5 Classified Roofs: 5.6 Installation must be limited to roofs with ventilated Under the 2012 and 2009 IBC and lRC, the roofing attic spaces in accordance with the requirements of underlayments may be used as components of classified the applicable code. roof assemblies consisting of Class A or C glass fiber mat 5.7 The products are manufactured in Valdosta,Georgia, shingle or Class C asphalt organic felt shingle complying under a quality control program with inspections by with the applicable code,when in5 talled in acxordance with RqDCO(AA-650). this report over a minimum /32-inch-thick {11.9 mm) plywood deck. 6.0 EVIDENCE SUBMITTED Under the 2006 IBC, the underlayment may be used in 6.1 Data in accordance with the ICGES Acceptance Class A or Class B roof assemblies that utilize the roof Criteria for Roof Underlayments (AC188), dated coverings spec�ed in the exception to Sections 1505.2 February 2012. and 1505.3. Under the 2006 IRC, the underlayment may be used with roof coverings of brick, masonry, slate, ctay s•Z Report of testing in accordance with ASTM E108 or concrete roof tile, concrete roof deck, ferrous or copper (UL 790). shingles or sheets, and metal sheets and shingles where 7,0 IDENTIFICATION such roof coverings are permitted to be used in lieu of a Class A assembly under Section R902.1 Each roll of the product described in this report must be marked with the manufacturers name (Alpha ProTech 5.0 CONDITIONS OF USE Engineered Products, Inc.) and address, the product The REXTM' SynFelt, REXtreme and TECHNOpIy synthetic name, the date of manufacture, the evaluation report roof underlayments described in this report comply with,or number (ESR-1601), and the name of the inspection are suitable altematives to what is specified in, those agency(RADCO). i 1 1 � c c � � ICC-ES Evaluation Report ESR-1601* Reissued September 1, 2012 This report is subject to renewal November 1, 2014. www.icc-es.orq � (800)423-6587 � (562)699-0543 A Subsidiary of the /niemational Code Council� DIVISION:07 00 00—THERMAL AND MOISTURE instructions. The manufacturers published installation PROTECTION instructions must be available at the jobsite at all times Section:07 30 05--Roofing Felt and Underiayment during installation. REPORT HOLDER: Prior to appliqtion of the underlayment, the roof deck surtace must be free of frost,dust and dirt,loose nails,and ALPHA PROTECH ENGINEERED PRODUCTS,INC. ather protrusions.Damaged sheathing must be replaced. 301 SOUTH BLANCHARD STREET Installation of an approved roof covering can proceed VALDOSTA,GEORGIA 31601 immediately following application of the roofing (229)242-1931 underlayment. The underlayment is to be covered by the www.alohaprotech.com roof covering within the time set forth in the underlayment manufacturers published installation instructions. For EVALUATION SUBJECT: reroofing appliptions, the same procedures apply after removal of the existing roof covering and roofing felts to REXTM' SYNFELT, REXTREME AND TECHNOPLY expose the roof dedc. SYNTHETIC ROOF UNDERLAYMENTS 4.2 Applications: 1.0 EVALUATION SCOPE The underlayment must be installed in accordance with Compliance with the following codes: Chapter 15 of the IBC or Chapter 9 of the IRC, and must be laid printed side up horizontally (parallel to the eave) ■ 2012,2009 and 20061nfemationa!Building Code�(IBC) starting at the lower edge of the roof, with 3-inch(76 mm) ■ 2012,2009 and 2006/nfemationa!Residenfial Code� horizontal (head) laps and 6-inch (152 mm) vertical (end) (IRC) laps. Prope�ties evaluated: The underlayment must be fastened to the roof deck ■ Physical properties using minimum No. 12 gage [0.109-inch (2.77 mm)] minimum shank diameter, coROSion-resistant roofing nails ■ Fire classification having minimum 1-inch-diameter (25.4 mm) plastic caps. 2.0 USES The fasteners must be spaced 8 inches (203 mm) on center at vertical and hor¢ontal laps, and 24 inc�es REX�" SynFelt, REXtreme and TECHNOpIy synthetic (610 mm) on center vertically and horizontally in a roofing underlayments are altematives to the ASTM D226, staggered pattern in the field of the underlayment, except Type I and Type II, roofing underlayment specified in in areas subject to high winds where underlayment Chapter 15 of the IBC and Chapter 9 of the IRC. The fastening must comply with high wind attachment underlayments are also used as components of classified requirements specified in IBC Section 1507 or IRC Section roofing assemblies when installed as described in this R905. Fasteners must be long enough to penetrate into the report. sheathing a minimum of 3/4 inch (19.i mm) or through the 3.0 DESCRIPTION sheathing, whichever is less. When battens are installed over the unde�layment, the undeMayment need only be The roof underlayments consist of a woven polypropylene preliminarily attached pending attachment of the battens or fabric with a polypropylene coating on each side. The countefiattens. REXTM' SynFelt, REXtreme and TECHNOpIy synthetic underlayments have nominal weights, respedively, of 2.56 A single layer of minimum 24-inch-wide (610 mm) pounds per 100 square feet (125 g/m2), 2.97 pounds per underlayment must be installed and centered vertically at 100 square feet (145 g/mZ), and 2.05 pounds per 100 all valleys before underlayment in the field, and at atl hips square fest(100 g/m2),and are produced in rolls of various and ridges after underlayment in the field. sizes. Where the slope is from 2:12(17 percent slope)up to 4.12 4.0 DESIGN AND INSTALLATION (33 percent slope) and the roof is to be covered with 4.1 General: asphalt shingles, or where the slope is from 2�/Z.12 (21 percent slope) up to 4:12 (33 percent slope) and the Installation must comply with the applicable code, this roof is to be covered with concrete or Gay roof 61es, the report and the manufacturer's published installation underlayment must be horizontally lapped 24 inches 'Revised November 2012 lCGES Evaluanon Reports are nor to be construed as represen(rng aesthetics or arry olher attrrbwes nof specifically addresse�l rwr are rhey 1n be cansirued � as an endorsemen!of the svbject of the report or a recommenalation for its use.There is no warranry by ICC Evalualion Service,LLC,etpress or impliecl,as � ro orry findrng or other marrer in this report,or as to any praiacr covered by�he nport. �� COpyright�2012 Page 1 of 2 ESR-1601 I Most�dely Accepted and Trusted Page 2 of 2 (610 mm)to the centeriine of the underlying course to form codes listed in Section 1 0 of this report, subject to the two layers with 6-inch (152 mm) vertical laps. Seams in following conditions: laps must be sealed with adhesives complying with ASTM 5.7 Installation must comply with this report and the D4586,Type 1.Subsequent courses of underlayment must manufacturer's published installation instructions, and be installed parallel to the eave, from the lower edge me applicable code. In the event of conflict between upwards to the ridge, in a shingle manner The �e published installation instructions and this report, underlayment must be mechanically fastened as specified the more restrictive must govem. in Section 4.2. 4.3 Ice BarNer: 5.2 Installation must be limited to roofs with a minimum slope of 2:12 (17 percent slope) or to the minimum In areas of the roof required to have an ice barrier under slope required for the roof covering in accordance Chapter 15 of the IBC or Chapter 9 of the IRC, two layers with the applicable code,whichever is greater of the underlayment must be cemented together with a roofing cement complying with ASTM D4586, for a 5.3 Installation must be limited to use with roof coverings minimum distance of 24 inches (610 mm) inside the that do not involve hot asphalt or coal-tar pitch. exterior wall line of the building. The roof underlayment, in 5.4 Installation must be limited to solid substrates the field of the roof,must overlap the ice barrier complying with the applicable code. 4.4 Flashing: 5.5 Installation must be limited to use with approved roof Flashing must be in accordance with the applicable code. coverings that are mechanicatly fastened through the Flashing around protrusions must be over the lower course underlayment to the sheathing or rafters, or to use of the underlayment and under the upper course of the with approved roof coverings that are mechanically underlayment,to prevent water badcup.When used,metal fastened to battens or counterbattens that are drip edges must be installed beneath the underlayment at mechanically fastened through the underlayment to the eaves and over the underlayment at rakes. the sheathing or rafters. 4.5 Classified Roofs: 5.6 Installation must be limited to roofs with ventilated Under the 2012 and 2009 IBC and IRC, the roofing attic spaces in accordance with the requirements of underlayments may be used as components of Gassified the applicable code. roof assemblies consisting of Class A or C glass fiber mat 5.7 The products are manufactured in Valdosta, Georgia, shingle or Class C asphalt organic felt shingle complying under a qualiry control program with inspections by with the applicable code,when ins talled in accordance with R,qDCO(AA-650). this report over a minimum /�-inch-thidc (11.9 mm) plywood deck. 6.0 EVIDENCE SUBMITTED Under the 2006 IBC, the underlayment may be used in 6.1 Data in accordance with the ICC-ES Acceptance Class A or Class B roof assemblies that utilize the roof Criteria for Roof Underlayments (AC188), dated coverings specified in the excep6on to Sections 1505.2 February 2012. and 1505.3. Under the 2006 IRC, the underlayment may be used with roof coverings of bridc, masonry, slate, Gay 6.2 Report of testing in accordance with ASTM E108 or concrete roof tile, concrete roof deck, ferrous or copper (UL 790). shingles or sheets, and metal sheets and shingles where 7,0 IDENTIFICATION such roof coverings are permitted to be used in lieu of a Class A assembly under Section R902.1 Each roll of the product described in this report must be 5.0 CONDITIONS OF USE marked with the manufacturer's name (Alpha ProTech Engineered Products, Inc.) and address, the product The REXTM' SynFelt, REXtreme and TECHNOpIy synthetic name, the date of manufacture, the evaluation report roof underlayments described in this report comply with,or number (ESR-1601), and the name of the inspection are suitable altematives to what is specified in, those agency(RADCO). ra�e i vi � .,... � > s ' a � . � ° � . ! n �"` .., �� °`^ r*m. *�; BCIS Home Log In � User Regis[ration � Hot Topfcs ; Submit Surtharge ; Stats&Facts Publicatio�s i FBC Staff ; BCIS Site Map Links Search ..._.,?�i:✓':.�r t.!.��!: Busines�� P��e��{��a� ProductApproval USER:Public User ��'�%�iCll�fl� � � Produc[Aooroval Menu>Droduct or Aoolication Search>Aooliation�st>Appiiplion Dataii a�� r: FL# FL16266 ••r.;�."ir.",.:, Applicatlon Type New Code Version 2010 Application Status Approved Comments Archived ` Product Manufadurer UNION CORRUGATIN6 COMPANY Address/Phone/Email 701 S.KING ST. FAYETTEVILLE,NC 28301 (910)483-0479 Ext 241 d potts�unioncorrugating.com Authorized Signature Dan Potts dpotts�u nioncorrugating.com Technical Representative Address/Phone/Emafl 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 the Bala Sockalingam Evaluatlon Report Florida License PE-62240 Quality Assurance Enttty Keystone Certifications,Inc. Qualiry Assurance Contrad Expiration Date 12/31/2015 Validated By Yoosef Wvi,P.E. �' Vaiidation Checklist-Hardcopy Received Certiflcate ofIndependence FL16266 RO COI Certificateindeoendence,ndf Referenced Standard and Year(of Sta�dard) Standard Year ASTM E1592 2001 FM 4470 1992 UL1897 1998 UL 580 1994 Equfvalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect F116266 RO Euuiv TestEaulvalentFLi6266.odf Sections from the Cade Product Approval Method Method 1 Option D Yage Z ot Z Date Validated 04/OS/2013 Date Pending FBC Approval 04/25/2013 Date Approved O6/11/2013 Summary of Products FL�r Model Number or Name Descri on 16266.1 MasterRib Min 29 a. 36"wide Nrou h fastened panel over 15/32"thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL16266 RO II D1894 S.odf Approved for use outaide HVHZ:Yes VerifleC By:Bala Sockalfngam 62240 impact Resiatant:N/A Created by InGependent Third Party:Yes Design Pressure:+N/A/-113.1 EvaluaHon Reports Other:Uplift load of 45.0 psf @ fasFener spacing of 24"o.c.&113.1 psf FL16266 RO AE EvaluationReoortC1894 i.ndf �fastener spacing of 12"o.c. Created b Independent Th(rd Pa :Yes 16266.2 MasterRib Min 29 ga.,36"wlde through fastened panel over nom.1"x 4"furring and 15/32"thick plywood or 7/16"thick OSB Limits of Use Instailation Instruetions Approved for use in XVM2:No fL16266 RO II 01894 2.odf Approved for use outside MVHZ:Yes VeriFled By:Bala Sockalingam 62240 Impact Resistant:N/A Created by Indepe�dent Thlyd Party:Yes Desig�Presaurc:+N/A/-114 Evalwtion RepoKs Other:Uplift load of 71 psf for Fastener Pattern 1&114 psf for Fastener FL16266 RO AE EvaivationReoortC1894 2.odf Pattern 2 Created by Independent Third Party:Yes - - Sontact Us::1440 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The SWte of Florida is an AA/EEO employer Cowrlaht 2007-2010 State of Florida.;;Privacv Statement::AccessibiliN Statement :Refund Statement Under Florida law,email atldresses are public records.If you do not want your e-mail addreu released in response to a public-recnrds request,do not send electronic mail to this entity.Instead,contact the otfice by phone or by treditional mail.If you have any questlons,please tontaR 850.487.1395.•PUrsuant to Section a55.275 (1),Florida Statuta,effective October 1,2012,Itcensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emaiis Drovided may be used for offlaal communicaUOn wlth the licensee.However email addresses arc public Rcord.If you do not wish to suppN a personal address, please provide the Department wfth an email address which pn be made available to tfie public.To detertnine if you are a licen5ee under Chapter 455,F.S.,please dick here Produd Approval Aceepts: � � � 9CCU�"1 iltt7tttC^.5' k EVALUATION REPORT UF UNION COR.RUGATiNG COMPANY `29 GA.MASTERRIB PANEL' FLORIDA PR�DUCT APPRUVAL FL 16�66.1 ROOFING ' METAI.RUUFING Prepared For: Urtion Corrugating Compaay P.O.Boa 239 Fayettevill�,NC 28302 Telephoae: (910)4$3-0479 Fax: (910}483-8897 Prepared By: Ba1a Sockatingazn,Ph.D.,P.E. Fiar�da Prnfessionat Engineer#lr�240 1216 Pd Lansing Ave.,S�ite C Tu�sa,UK �41�6 Tel�bone: (918}492-5992 F�X: (8bb}3b6-1543 This report consists of Evaluation Report�3 Pages iucluding cover) Ittstalt�tion I)etails(1 P�ge) ��xn��r�� '��`MU4`t�VQ�4,i � ,,...,, .`",�,�.''�s�G��fii'•'�',,'�. .� � ��; �yo g2�b0 :�,*: � • , . _ *• � r � i * i Q.• • Report No. C1894-1 .-o . t3'F r�. .. • : �; sYA�� •,z = Date:3.29.13 '� fl� ,� ty�r��,.� '' �:' L 4R�••' � �� •.,, ��.•• ��,� �� li ��M �.2�+.�z.ac3 FL 16266.1 C 1894-1 3.29.13 Page 2 of 3 Manufacturer: Union Corrugating Company Product Name: MasterR.ib 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 painted steel (ASTM A755). New Underlayment: Minimum underlayment as per FBC 2010 Section 1507.4.5. Required for new construction and optional for reroofing construction. Existing Underlayment: One la.yer of asphalt shingles over one layer of#30 felt.For reroofing (Optional) construction only. Deck Description: Min 15/32" thick plywood for new and existing constructions. Designed and installed as per FBC 2010. Slope: 1/2:12 or greater in accordance with FBC 2010 Section 15Q7.4.2 Design Uplift Pressure: 45.0 psf @ fastener spacing of 24" o.c. (Factor of Safety=2) 113.1 psf @ fastener spacing of 12"o.c. Panel Attachment: #9-15 x 1.5" long wood screw with washer At panel ends @ 5.5"-3.5"-5.5"o.c. across panel width At intermediate @ 9" o.c. across panel width Sidelap Attachment: 1/4"-14 x 7/8" long SDS @ max 24"o.c. Test Standards: Roof assembly tested in accordance with UL580-94 `Uplift Resistance of Roof Assemblies', UL1897-98 `Uplift Tests for Roof Covering Systems'and FM 4470 Section 5.5 `Resistance to Foot Traffic'. Code Compliance: The product described herein has demonstrated compliance with FBC 2010 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2010 Section 1609 or ASCE 7-10 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 FBC 2010 Section 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. FL 16266.1 C 1894-1 3.29.13 Page 3 of 3 Supporting Documents: UL580/IIL1897 Test Reports Fazabaugh Engineering and Testing Inc Project No. T128-08,Reporting Date 2/29/08 FM 4470 Test Report ENCON Technology Inc C1583-2,Reporting Date 7/24/08 (P i (� N � r � D � �> Z D'�mCr- mZpm� On cm�Cp +7 mcn Z72 D �(n�Z N�7r'�TIO Cm O X Q X _T_ �L�G�mD-(/�fp�,.�O� D� Z � � 'D N � + O��m�m��'D C� z � � Z �N�O��m O D .. �C �C D�� T' D D Z 2 N Z O O Z =C-, 'i�Z ��incn n� �''� o N2 D '��Z Z = (� TI � � �m(n (�=O Q O D �� D > "0 N p O f+Y m-I!' 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