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Home My WebLink About18-19276 CITY OF ZEPHYRHILLS a r 5335-8TN STREET (813)780-0020 19276 BUILDING PERMIT PERMIT INFORBVIATIQN LOC/�TION INFORMATION Permit Number: 19276 Address: 3770'E OAK RUN CIRCLE 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 RUN Est.Value: Parcel Number. 34-25-21-0000-00300-0100 Imprav. Cost: 31,900.00 OWNER INFORMATION Date Issued: 2106I2018 Name: OAK RUN PRCJPERTIES INC Total Fees: 200.00 Address: 38070 DAUGHTERY RD Amount Paid: 200.Q0 ZEPHYRHILLS, FL. 33542 Date Paid: 2/06/2018 Phane: (813)788-2759 Work Desc: RERt7QF SHINGLES CONTRACTOR S APPLICATION FEES BMC1 CONTRACTING INC REROQF RESIDENTIAL 2QQ.00 r^� i t Ins ections Re uired DF2 !N R OF! P TAPE JOlNTS ROC}F INSP FINAL �� _ �Z''f � REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Flarida Statute 553.80 (2)(c)fihe locat government shatl impase a fee of faur times the amaunt of the fee impased 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 restrictians applicable ta this property that may be faund in the public recards of this county, and there may be additianal permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning ta awn�r: Your faiture ta record a natice of camrnencernent may result in yaur paying twice far impravements to your property. If you intend to abtain financing,consult wifih yaur lender or an attorney before recording yaur notice of corrtmencement." Complete Plans,Specifcatians Must Accompany Application.All wark shall be performed in accordance with City Cades and Ordinances. NO OCCUPANCY BEFORE CA. NQ OCCUPANCY BEF4RE C.O. �-�� ,.�.� ONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN fi MONTHS WITHUUT APPR4VED IN5PECTION CALL FOR INSPECTXON - 8 HOUR NOTICE REQUIRED PR4TECT CARD FROM WEATHER a�saao-oozo City of Zephyrhills Permit Application Fax-813-780-0021 � ' Building Department , Date Received ��" s�7 - 8J G' Phone Contact for Permittin�q _ _ , -1 1._�'�__,_�_'_,. ITr-1 Owner's Name K h (' Q�(�S es Owner Phone Numher T��'� �a � � Owner's Address J a Cl�� CL•� h�C Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Slmple Titleholder Address JOB ADDRESS � T�� Ca. � �. LOT# � SUBDIVISION PARCEL ID# '� 30 G ^Q I� (OBTFUNED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CON57� ADD/ALT 0 SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE � SFR � COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL 0 DESCRIPTION OF WORK L �O BUILDING SIZE SQ FOOTAGE S T66 HEIGHT I .Y�'O� -r� � � � � � � � � � � � � � e � � � r� � t � � � r�T QBUILDING $, O^` VALUATION OF TOTAL CONSTRUCTION V �ELECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W.R.E.C. ^ � � (lJ �PLUMBING $ �� / 'L./ OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �GAS Q ROOFING Q SPECIALTY 0 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO BUILDER COMPANY �' `�� =nC. SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ Address � License# CC.C. � ��pai3 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y(N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# � � e � � � � � � � � i � � � � i � � � � � � � � it � � � � � � � � t � � � � � � � � � � i � i � � � � � � � � � i � � � � s � � � 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 aker submittal date. Required onsite,Cons[ruction Plans,Stormwater Plans w/Silt Fence instailed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsAarge projects COMMERCIAL Attach(2)complete sels of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Pertnit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster.Site Work Permit for all new projects.AII commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. I "'"PROPERTY SURVEY required for all NEW construction. Directions:• ' Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (AIC upgrades over$7500) " Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of conVact required) Reroofs If shingles Sewers Service Upgrades AIC Fences(PIoUSurveylFootage) Driveways-Not over Counter if on public roadways..needs ROW � r , L , � ' ' �II�I�'��I"��II��I'��I��I��I��II��'��III�I�I��I .,-.-�`,;-'.,' 2018015466 t�I+i'fRRF.CQRDINC—REI'UR1VT0: � � RC�]�: 1927319 Rec: 10.00 r'=;.� - ``"�- �F��y;: DS: 0.00 IT: 0.00 - 01/29/2018 eRecording _ • - PAULA S.O'NEIL,Ph.D PASCO CLERIt 8 COMPTROLLER r�ahnrNuuaea� ' , . • 01J29/2018 10:41 AM 1 of 1 LYUTICE F COMMENC�IVIENT OR BK �� PG �� Tlie ande�sigaed haieby gi�es noNce that improvament wift be made to cerlain re91 propercy,and iu acoordence with Chepter 713, Flmid�Stalates,tha following information isprovided'vi thie Notice of Commenoeinenc. 1. DSSQUPTiOTFOFPROPE[tTlt(LCg�ld�scriptionof�epraperty&StYeeEaddres5,ifavailablc)TAXFbUUNo.:�`''21'��'�3`01U0 sunun��ocv f�UA ni,oc�clVlA �rRnciNlA i.oiPJ/A sLoc6 uNa�N1A 37742-37752 OaK f�un Cird�,Ze�hvrhllEs �I. 33541 2.GCBfERALDESC1tIP'ffOhOFI1WPROVEMENT: b�.�+[ 7. ORTIER INFOSMA7ION OB.[.6S9EE 1NFORMA7'lONIF TH&LIISSEE CON'[RACF6D POR THB 4�fPROVEiH6MP: a.Nameandeddteu:Qak Ruri Properfiies 38U70 Dauslhterv Ftoaci Zephyfiills FI.33541 b.in�e�stinprapeHy.F@e$Imp�@ —_ aNnweandaddressoffacs'implefipe7»Idcr(IPNtPcrc�rtfromOwnerlistedobove):kVlr1 a.a.cormtnc'roxc�sxanae:BMCI Cantractinq Con�ac�oPsndmcs�33�0 UIRIP.IfOfl F�03CI,#23,ClearWa�er,R.33762 p.phooeaumber.7�7-zzs�sooa 5. SQRL7Y(ifaQpficabl&aoopyohhcpaqmcntbondieatlachcd►: p,Nomc pud otldre�N/A b.PMaa oumbcr.{�/l� c�nv.nuuc oeeoa�S�W A e.a�LBNDER'SNMiE�NlA LenddBadibcss:�/'� hPhaar eumber.��A 7- Parsone witfim the State of Ploefda dasi�oatedby Otwer upon w6om natices or etha doc�euls may ha servcd ag provided by Section 713.13(1)(a)7.,Floiida Shatuces: a Nome�daddc�NIA b.Phoae munHus n[deaitaafcd persous N/A •8.a.1n addidor+tol�imsction c�rsel�Owner desigaaxs N/A of�A � ta reccive a copy oftho Lieaoe's Notia as providad in Sedion 7l3.13(!)(b),Flwida 3tatnte.s. b.Phoacwva6erofpesnuarrn4ryd�aignetal6yOwntr.��A 9. P.xpiration date of ootioe of crofpmaacanent(ihe expiration dote will be t year frora lLe daoe of tecordin�unle�a diffiiecnnt date is spacifiec�: .20 WARNING TO OWNER•ANY PAYMEN7S MAD&BY THB OWNP.R AFTER Tt�EXPIRAT[ON OF THE NOTICE OF COMMENCEM&NT ROAERP.A S ARTiSfiCiiO .7 R3DASTA'fUTE3 NDC� , GTWfCEFORIDdAR[? P AN M[fSTB RECoItllED AN(5 F86TE�O BEF RE TH6�FIRST B AIN ANG . ONSULT K OR RSCO7�DING YOUR LJOT[CE O EMENT. /�� -�`�M�..s /�•� R�~r gustnre of waer orIxssee,or pwner�s ar I.2ssea's IP1'irtYName auh Pruvide3igmrtory's Titic/O or . cer or/PartaerlManager) s��e oe Florida co�y or Pasco ♦� The Ybregoing ins(romentwas ackaoWledged beforeme this Z� day oP �1 ,20 � � I ny ��5' ��1 �� .as O1✓/�C� (n o�person} (type ofaatfioriiy,...e.g,oEficar,tnestee,attomey in 8tct) c far ��7''l�C /�— I (namc of party bn behalf of 'om iastnm�enf was executed} PecsonallyfiCno�vn�orPraducedldenti6caliop Typeofldcn�ficaRon ced I "'Y" ,tAfA��ING�F111M.J�; I Notary Puhl�-9tete a�Rorfda (S ture of Yatary Pu c) ? "s { ype, pComwissionedNameo£NotazyPublic) ;•��, Cammiseian�GG185739 .� 'h+,yComrn.E�{1�espac5.202t ".�'.'„�'��r�� Bc�ednma�Ha�an��NA�7Aeen. ,., itev.ldli.l2 ' rr*•-,. „ .�.'n^.�:' . � . ��--+r.< -r^�^�:�a�r;�,.�� . .„ �.,._...._. "> 'y.�� ,,,� 3�^•y.-,a\^• ..""°T.."....."".,,....a........-.i....'""7 .s' � � ��--�-�'��x�.,��'� ;.!'y��r��a�,-.ga.� <�... ^'��%yY�f. ..\s "�N� :xb _ a,,�ce A��q �m�7 t �Wc N:�a, a� ,�.:��,.�:<`., i M�" . } ) �s g s �. �Y?�.:"a;5;�i�i•`'�'.�'�x.�ii� ,� ,`�.a��, ":�;<>�e..-i ';�.z�€�`�'�•�S �'"N�' "* ;_ X,:,��[� >�3. ..k;�..�� @�4:: ' :, y�r_ ,� �^$�, ,� .�W.�� £ S�_�" P'�fnTy�ry(y�` ,��' ,x* xgz y, : � T ��:`x. . .Ag ^ :,, ,�: ?� �, ,�..r�+'��"}�A„�� Y,y�g'��# � tl �`p Q fy V 'k� �i... � q{S' ' ,A . 1 ,�na .� . S ��,+ �. Y'i' J ._.�..�#:.:L.W., .. '.4":'..;,,.".�...n. � •.r': �fi:»..��"r:^� iMr�.tr "�'�.; .� �, �"LR.a�:�.. i g.,.,crs��.' p^"�x� �� .. a f. y,�.: `�^A% ,z�sf:��e,yt t� ,.....a...�...............�.».._u_.,«... .. ._.,..»�.4»w._........�..M.. _�e..........�.�..>.�,�;.s..,.....�>«.._ t ��'"��'r�'�G1��_'�'sl�a�::s.� �Y�,r._:�;r, BCIS Home i Log In �^User Registration Hot Topics ; Submit Surcharge i Stats&Facts � Publica[ions � FBC Staff � BCIS Site Map � Links � Search ; ��11G�a �e �-�� Product Approval ��`' �'�USER:Public User � ., q. ,�•«�;ciab:�n &+.x:;r'it�;.<.':�3• Product Aooroval Menu>Product or Aoolication Search>Aoolication list>Application Detail �L'-��^�1'�€"=��'�� FL# FL17873-R2 =-'��i"�?a;?,�,._�;�.,4'.,,,.;;� Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived , Product Manufacturer System Components Corporation Address/Phone/Email PO Box 2432 Issaquah, WA 98027 (425) 392-5150 cshepherd@systemcomponents.net Authorized Signature Christopher Shepherd cshepherd@systemcomponents.net Technical Representative Chris Shepherd Address/Phone/Email PO Box 2432 Issaquah, WA 98027 (425) 392-5150 cshepherd@systemcomponents.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Certification Mark or Listing Certification A9ency Miami-Dade BCCO-CER Validated By Chris Bowness, P.E. ''!' Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year ASTM D226 2009 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted O1/18/2018 Date Validated 01/18/2018 Date Pending FBC Approval � ' • Date Approved O1/29/Z018 . SummarY_of Products } FL# ��_ (Model, Number or iYame ��_ �escription � I 17873.1 �Coverpro 1000 Syntlietic Roofing � Perf,ormance Felt Replacement . i E Underlayment � ---- --._.__._.�_._._.._�_.,_________________ _____-_.________`.�_.._... _ -._�.._• _....____________i Limits of Use �Certification Agency Certificate ! Approved for use in HVHZ:Yes FL17873 R2 C CAC NOA 16121210.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date , Impact Resistant: N/A 03/O1/20Z2 � Design Pressure: N/A i 3nstallation Instructions ; Other: �FL37873 R2 II NOA 16121210.pdf � Verified By: Miami-Dade BCCO-CER � Created by Independent Third Party: ` Evaluation Reports � _ Created by Independent Third Party• j —-- ___--�---- — --- _. __ —.._. _.__. E 17873.2 �Coverpro 2000 Synthetic Roofing Performance Felt Replacement � Underlayment ': _�___. Limits of Use . Certification Agency Certificate � Approved for use in HVHZ:Yes ( FL17873 R2 C CAC NOA 16121210.pdf Approved for use outside HVHZ:Yes ` Quality Assurance Contract Expiration Date IImpact Resistant: N/A ' 03/O1/2022 i Design Pressure• N/A �Installation Instructions Other• I FL17873 R2 II NOA 16121210.pdf � � � Verified By: Miami-Dade BCCO-CER � � Created by Independent Third Party: � Evaluation Reports j �C�eated by Independent Third Party: � _ _ _—_— — --..__._...__.__....,__._.._.._...._.—.---.___.. ____ _ ._.._.,__ __.__.._.._..___--__. 17873.3 Coverpro 3000 Synthetic Roofing Performance Felt Replacement � 'Underlayment _._�-��_�.__—._.�__.._.__. ' I _ —i Limits of Use Certification Agency Certificate [ � Approved for use in HVHZ:Yes FL17873 R2 C CAC NOA 16121210.odf E Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date � Impact Resistant: N/A 03/O1/2022 j Design Pressure: N/A Installation Instructions E Other: FL17873 R2 II NOA 16121210.pdf ; � Verified By: Miami-Dade BCCO-CER E I Created by Independent Third Party: ' I Evaluation Reports ' I Created by Independent Third Party• � � -�— --..� I _-- ____. � ._...._. _. .._ -- ��_____�__.�_.., _� __. _ 17873.4 �Feltex Style RX2 High Performance Synthetic Roof Underlayment � __..__---___._...__.... .._.__..__....1�_...._...._._...___�_�..._..______._-�--- --...---.� .,..-__ ..�-_.-.__.. .._..._-....----....�.. ._._.._._...-..__...._.._._; Limits of Use Certification Agency Certificate Approved fo use in HVHZ:Yes FL17873 R2 C CAC NOA 16121210.odf f Approved f use outside HVHZ:Yes Quality Assurance Contract Expiration Date ' pact R �stant: N/A 1 03/O1/2022 i De � essure: N/A �Installation Instructions _ i Other: � FL17873 R2 II NOA 16121210.pdf E Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: i �Evaluation Reports j CrQated by Independent Third Party: � CSz.c� Pl��xi Contact Us 2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The Sta[e of Florida is an AA/EEO employer.Copvriqht 2007-2013 State of Florlda. :Privacv Statement :Accessibilitv Statement Refund Statement Under Florida law,email addresses are public records.If you do not wank Your e-mail address released In response to a publlc-records request,do not send electronic mail to[his entity.Instead,contact the o�ce by phone or by tredi[ional mail.If you have any questions,please contact 850.487.1395.�Pursuant to Section 455.275(i),Florida Sta[utes,effec[ive October 1,701Z,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provlded may be used for offlcial communlcation wlth the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide[he 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 ere Product Approval Accepts: �� '+ .. , - . �; - . ��__._� . , . ��- - - '-, • MIAMI-DADE COUNTY � - PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)3I5-2599 NOTICE OF ACCEPTANCE (NOA) w�v�v.►niamidade.�ov/econom�� System Components Corporation P.O.Box 2432 Issaquah,WA 98027 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted inanner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the reyuirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. ' � DESCRIPTION: Fe1Tex°(Style RX2),CoverPR0�1000,CoverPR0�2000 and CoverPRO°3000 I-�igh Performance Roof Wraps ' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. �ENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. � TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change m the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause-for ternunation and removal of NOA. � ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTIONa A copy of this entire NOA shall be provided to the user by the manufacturer or its disn-ibutors and shall be available for inspection at the j ob site at the request of the Building Official. This NOA renews NOA# 14-1 I 17.09 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No:: 16-1212.10 MIAMI•DAD;COUNTY Expiration Date: 03/Ol/22 � Approval Date: 03/09/17 Page 1 of 4 ROOFIIo1G COiVIPONENT'1�PPItOVAL Cate�orv: Roofing Sub-Categorv: Underlayment Material: Polypropylene SCOPE: This acceptance is for Fe1Tex�(Style RX2),Cover�'ro�1000,Coverh'ro�2000 and CoverPro�3000 High Performance Roof Wraps,as described in this Notice of Acceptance, for use with approved prepared roof assemblies where ASTM D226 Type II underlayment is specified and installed with prescribed approved fasteners and fastener derisities. Designed to comply with the Florida Building Code and the'High Velocity Hurricane Zone of the Florida Building Code. ' � TItADE NAMES OF PRODUCTS MANiJ�'AC'TUREll OR I.,�LBJELED BY APPLICANT: Product Dimensions Test ' Product Speci�cation Description 1�e1'I'exOO (Style RX2) 48"x 100' -300` rolls ASTM D 226 Synthetic Polymer base sheet with iJV stable low- Mana facturing ' Type II slip backing. Locatio�z #2 CoverProOO 1000 48"x 100'—300' rolis ASTM D 226 Synthetic Polymer base sheet with LJV stable low- Manufucturing Type II slip backing. Locatio�z #�' � CoverPro►� 2000 48"x 120'—300' rolls ASTM D 226 Synthetic Polymer base sheet with LTV stable low- Manufacturing �� Type II slip backing. Location #2 CoverProO 3000 48"x 120'—300' rolls ASTM D 226 Synthetic Polymer base sheet�vith UV stable low- Munufuctu�•ing Type.II slip backing. Location #2 1VIANUFACTLIRING LOCATION: 1. M-2 NOA No.: 16-1212.10 MIAMI•DADE COUNTY Expiration Date: 03/Ol/22 ,...• � Approval Date: 03/09/17 Page 2 of 4 � � _- , , EVIDENCE SUBMITTED: " ` Test A�encv Test Identifier Test Name/Report Date Intertek Testing Services 3093039COQ-007A ASTM D 226-Type II O1/18/07 3093039COQ-007B ASTM D 2626-04 O1/18/07 QAI Laboratories RJ3157-P-8B ASTM D 226 OS/27/14 • RJ5049P-4 ASTM D 226 11/l l/16 RJ3157-P-9-2-R1 ASTM D 226 12/13/16 INSTALLATION: • 1. Fe1Tex�(Style RX2), CoverPRO°1000, CoverPR0�2000 and CoverPRO°3000 High Performance Roof Wrap shall be installed in strict compliance with,applicable Building Code. 2. Fe1Tex°(Style RX2),CoverPR0�1000,CoverPR0�2000 and CoverPRO�3000 High Performance Roof Wrap shall be applied to a smooth,clean and dry roof deck. The roof shall be free of irregularities. 3. Fe1Tex�'(Style RX2), CoverPR0�1000, CoverPRO�'2000 and CoverPRO�'3000 High Performance Roof � Wrap shall be installed with a minimum 4-inch head lap in a shingle fashion. � 4. Fe1Tex�(Style RX2),CoverPR0�1000,CoverPR0�2000 and CoverPRO�3000 High Performance Roof Wrap shali be fastened with conosion resistant tin-caps and approved roofing nails spaced 6 inches o.c.minimum at all laps and three staggered rows fastened at 12 inches o.c.minimum in the field of the roll.Nails shall be driven flush and 90 degrees to the roof deck. 5. Fe1Tex�(Style RX2), CoverPR0�1000, CoverPR0�2000 and CoverPRO�3000 High Performance Roof Wrap shall be fastened with some looseness,notably in valley applications. , LABELING: . All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city, state and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY ,...� � BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: � , 1. This Notice of Acceptance. • 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. NOA No.: 16-1212.10 MIAMI•DADE COUNTY ,•�•, � Expiration Date: 03/01/22 Approval Date: 03/09/17 Page 3 of 4 I.I1VIyTATIONS: 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. , , �- 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. FelTex`� (Style RX2), CoverPR0�1000, �ov�rPR0�2000 and CoverPRO� 3000 High Performarice Roof Wrap shall not be hot mopped; refer to manufacturer's published literat�.�re for product compatibility. 4. Fe1Tex� (Style RX2), CoverPR0�1000, CoverPRO�'2000 and CoverPRO�' 3000 High Performance Roof Wrap is a component used in roof assen7blies. Roof assemblies are approved under specific assembly Notice of Acceptance. ' ' 5. Fe1Tex�'(Style RX2),CoverPR0�1000,CoverPR0�2000 and CoverPRO�3000 High Performance Roof Wrap shall not be left exposed as a temgorary roof for longer than 30 days of application. 6. Fe1Tex�' (Style RX2), CoverPR0�1000, CoverPKO°2000 and CoverPRO� 3000 High Performance Roof Wrap may be used with Asphalt sliingles, �Vood shakes and shingles, Non-structural metal roofing, and quarry slate. Fe1Tex� (Style RX2), CoverPRC��1000, CoverPR0�2000 and CoverPRO� 3000 High Performance Roof Wrap shall not be used as an underlayment within a roof tile assembly. 7. Fe1Tex`� (Style RX2), CoverPR0�1000,'CoverPRO�'200Q and CoverPRO� 3000 High Performance Roof Wrap may be used with any approved roof covering Notice of Acceptance listing Fe1Tex° (Style RX2), CoverPRO°1000, CoverPR0�2000 a'n« CoverPRO� 3000 High Performance Roof Wrap as a component part of an assembly in the Notice of Acceptance. If Fe1Tex� (Style RX2), CoverPRO`°1000, CoverPRO`�2000 and CoverPRO�' 300� I-�igh Performance Roof Wrap is not listed; a request may be made to the Authority Having Jurisdiction�(AHJ) or the Miami'-Dade County Product Control Departrnent for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. � 8. For fire classification of specific roof assemblies using Fe1Tex�' (Style RX2), CoverPRO�'1(�00, CoverPRO�'2000 and CoverPRO� 3000 High Performance Roof Wrap refer to a current Ap�roved Roofing Materials Directory for fire ratings of iliis�product. 9. All products listed herein shall have�a quality assurance audit in accordance with the Florida Buildin� Code and Rule 61 G20-3 of the Florida�dministrative C�de. �� E1�TD OF 'I'�YS ACCEPTANCE � NOA No.: 16-1212.10 MIAh91•DADE COUNTY Expiration Date: 03/Ol/22 ...• e Approval Date: 03/09/17 Page 4 of 4 , . .�. , . , � . ,r. . �"„�,."."..;-"--�'a..--�-A"'"'.'..`_'.:�—• • .�•x�-.--.,�t�,;� �g � . ' , ars�.�-�.�..4";"".ti�-'m��+ � ~ , . s_ ,%... ;•�'?u.;. , ��°+"v :` +��,,�$;�';'e�+� ..€,�y..a.:o.�' • ' �� """ .�, �i .., gy ' � t:�r :N, 3:� ..r�.°�� , w$°+„n*.4�,"<, � �? S 7.,4tin;_;:.�`'K�i.�9�,+i�Ci; �> r�;��et.'z. ��; ..a�'.� `{ • - ��- '��.�° � q-t„�-� ,[��;-,:,, �{� �y{ .cy�' i��m �� $ .�;n� e':�"��" � €jr#��,�. ��'��"�fi�{� M /q��.%^�b�9.«f `b�q�,��,s�" $'� A t � ,� , �' � L��'�r .-�''» - . . �`,�,�` ��r ��,rg,p�''> a', 8�e��a�,_ - .r"+: �_ , �ry,_53. _�_4._.'.� ,"'.-� .;:ee�.�ar ��,,,.-,,„u . � ....... �':.__ .__._�..w��.......V.._.��t ��..:.. �'... ��= �f' "t..�:� _ �. ``�"�, a '."��, `"' v..r=..... .x ....:_er.w�.,::3.a�� .a.. ,a�.y; s.� { tt'?�' .; A'i;..y. � ..,.,�. .7 �71�� °a....�V.�'a�',�.}��.��'-� BCIS Home � Lag In � User Registratlon � Hot Topics Submit Surcharge 1 Stats&Facts a Publications � �FBC Staff i BCIS Site Map 1 Links Search 3 �iClll�� •_ . ;�;?��Product Approval - �- ��,��„�. � USER:Public User _ _,,�_ '. �?.r.:..�s4:F�.a;> L:,>f':ram:a�:.at; Product Aooroval Menu>Product or A�olication Sezrch>Aoolitation list>Application Detail k. ,.,.. ,. ,,,C"^'Y .�,�y;��`;��;@� �; FL# FL17873-R2 I;�"'- ��a�� . Application Type Revision Code Version 2017 � Application Status Approved . *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived �� Product Manufacturer System Components Corporation Address/Phone/Email PO Box 2432 Issaquah,WA 98027 (425)392-5150 cshepherd@systemcom ponents.net Authorized Signature Christopher Shepherd cshepherd@systemcom ponents,net Technical Representative Chris Shepherd Address/Phone/Email PO Box 2432 Issaquah,WA 980Z7 (425) 392-5150 cshepherd@systemcomponents.net Quality Assurance Representative ' Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Chris Bowness, P.E. :�°'`• Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year ASTM D226 2009 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted O1/18/2018 Date Validated 01/18/2018 I Date Pending FBC Approval • • ' Date Approved O1/29/2018 � Summaryr of products �_...---- - --------; � FL# i Model, iVumber or idame j Description � �------.-_�__�__�____..__.__�__��.____��_.__ _._� —� ' �17873 1 Coverpro 1000 Synthetic Roofing 1 Performance Felt Replacement � llnderlayment � � Limits of Use W � +Certification Agency Certificate J � Approved for use in HVHZ:Yes FL17873 R2 C CAC NOA 16121210.odf Approved for use outside HVHZ:Yes Quatity Assurance Contract Expiration Date ' • Impact Resistant: N/A 03/O1/2022 � Design Pressure: N/A Installation Instructions � Other: FL17873 R2 II NOA 16121210.pdf i � Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: i Evaluation Reports Created by Independent Third Party: ; 17873.2 �Coverpro 2000 Synthetic Roofing Performance Felt Replacement � E Underlayment � LimiYs of Use Certification Agency Certificate Approved for use in HVHZ:Yes ' FL17873 R2 C CAC NOA 16121210.qdf ! Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i Impact Resistant: N/A , 03/O1/2022 � Design Pressure: N/A � Installation Instructions � I Other: � FL17873 R2 II NOA 16121210.odf � Verified By: Miami-Dade BCCO-CER j . Created by Independent Third Party: � - EHaluation Reports G Created by Independent Third Party: ; : __ — _— .__--- .� ____ . _� � � ___�_ —�__�._.._____ ._._ ___�_.._._._--_�...---..- ---- _.. _. _..---._._.._._.._..___�__�.... �__.___.__� 17873.3 ;Coverpro 3000 Synthetic Roofing Performance Felt Replacement ; fUnderlayment ! Limlts of Use Certification Agency Certificate � Approved for use in HVHZ:Yes FL17873 R2 C CAC NOA 16121210.�df Approved for use outside HVHZ:Yes Quality Assurance Contrect Expiration Date � Impact Resistant: N/A 03%01/2022 I Desigre Pressure: N/A Installation Instructions � Other• � FL17873 R2 II NOA 16121210.pdf f Verified Sy: Miami-Dade BCCO-CER ! j Created by Independent Third Party: � � i Evaluatian Reports ; _ I Created by Independent Third Party• � ----- __ _ ___�� --. __��, , 17873.4 �Feltex Style RX2 High Pertormance Synthetic Roof Underlayment � _____.._....-----.. ._.._..�_.__....._--__.._.�---------- - -----�----�._..__._..— ------._..__._...--�_._....._-- --! Limits of Use Certification Agency Certificate ; Approved for u in HVHZ:Yes FL17873 R2 C CAC NOA 16121210.odf ; pproved for u e outside HVHZ:Yes Quality Assurance Contract Expiration Date ' I act Resis nt: N/A 03/O1/2022 j Des Pre re: N/A Installation Ynstructions � Other: � FL17873 R2 II NOA 16121210.�df ; • � Verified By: Miami-Dade BCCO-CER � __ Created by Independent Third Party: � Evaluation Reports I ' Created by Independent Third Party: � i s<�ct: ivE>xt � Contact Us 2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.'Coovriaht 2007-2013 S[ate of Florlda. :Privacv Statement Accessibilitv Statement Refund S[atement Under Florida law,email addresses are publtc records.If you do not wan[your e-mail address released in response to a public-records request,do nat send electronic mail to[his entity.Instead,contac[the office�by phone or by tradi[ional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statu[es,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 offlcial communlcation with[he licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Departmen[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 ere. Product Approval Accepts: � � � �� `�T� - ' ' - ' '- ��`�� - - _ MIAMI-DADE COUNTY �R " PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION - Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ww�v.miamidade.Qov/economy System Components Corporation P.O.Box 2432 Issaquah,WA 98027 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be ' used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Mianu-Dade County Product Control Section (in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is deternuned by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Fe1Tex�(Style RX2),CoverPR0�1000,CoverPRO°2000 and CoverPRO°3000 High Performance Roof Wraps I,ABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and followmg statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. �NEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at-the job site at the request of the Building Official. ' , This NOA renews NOA# 14-1117.09 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. '� NOA No.: 16-1212.10 �� MIAMI•DADE COUNTY � I ,,.,� � �' Expiration Date: 03/Ol/22 Approval Date: 03/09/17 Page 1 of 4 1200FING COIVIPONENT APP�tO�AL Cate�orv: Roofing Sub-Cate�orv: Underlayment Material: Polypropylene S�OP�: " This acceptance is for Fe1Tex�(Style RX2),CoverlPro�1000,CoverFro�2000 and CoverProm 3000 High Performance Roof V6'xaps,as described in this Natice of Acceptan.�e, for use with approved prepared roof assemblies where ASTM D226 Type II underlayment is specified and installed with prescribed approved fasteners and fastener densities. Designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. ' '�RADE NAMES OF PRODiJCTS MANU�AC'd'�JRED OR LAB�LED BY APPLICANT: Prodevct I)imensions Test � Product Specification Description Fel'�'exOO (Styie 1ZX2) 48"x 100' -300` rolls ASTM D 226 Synthetic Polymer base sheet with UV stable low- Ma�rufacturi�zg Type II slip backing. Location #2 I CoverProOO 1000 48"x 100'—300' rolls A.STM D 226 Synthetic Polymer base sheet with iJV stable low- Manz fucturing � Type II slip backing. Locatio�z #2 �overProO 2000 48"x 120'—300' rolls ASTM D 22G Synthetic Polymer base sheet with UV stable low- Manufacic�ring Type II slip backing. . Location #2 CoverProOO 3000 48"x 120'—300' rolls ASTM D 226 Synthetic Polymer base sheet with UV stable low- Manufncturing Type II slip backing. Location #2 1VIAIVLTFACTURING LOCATION: 1. M-2 NOA No.: 16-1212.10 MIAMI•DADECOUNTY Expiration Date: 03/Ol/22 ,...• � Approval Date: 03/09/l7 Page 2 of 4 y . , - EVIDENCE SUBMITTED: , - � ' Test A�encv Test Identifier . Test Name/Report Date Intertek Testing Services 3093039COQ-007A ASTM D 226-Type II O1/18/07 3093039COQ-007B _ ASTM D 2626-04 O1/18/07 QAI Laboratories RJ3157-P-8B ASTM D 226 OS/27/14 RJ5049P-4 ASTM D 226 1]/] 1/16 RJ3157-P-9-2-R1 ASTM D 226 12/13/16 INSTALLATION: � 1. Fe1Tex�(Style RX2), CoverPRO@1000, CoverPR0�2000 and CoverPRO�3000 High Performance Roof Wrap shall be installed in strict compliance with applicable Building Code. 2. FelTex°(Style RX2),CoverPRO°1000,CoverPR0�2000 and CoverPRO°3000 High Performance Roof Wrap shall be applied to a smooth,clean and dry roof deck.The roof shall be fi-ee of in•egularities. 3. FelTex�(Style RX2), CoverPR0�1000, CoverPR0�2000 and CoverPRO�3000 High Performance Roof Wrap shall be installed with a minimum 4-mch head lap in a shingle fashion. , . , � 4. FelTex�(Style RX2),CoverPR0�1000,CoverPR0�2000 and CoverPRO�3000 High Performance Roof Wrap sliall be fastened with corrosion resistant tin-caps and approved roofing nails spaced 6 inches o.c.minimum at all laps and three staggered rows fastened at 12 inches o.c.minimum in the field of the roll.Nails shall be driven flush and 90 degrees to the roof deck. 5. FelTex�'(Style RX2), CoverPR0�1000, CoverPR0�2000 and CoverPRO�3000 High Performance Roof ' Wrap shall be fastened with some looseness,notably in valley applications. LABELING: All inembranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city,. state and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY ' ,...• � BUILDING PERMIT REQUIREMENTS: Application for building pernut shall be accompanied by copies of the following: � 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. - NOA No.: 16-1212.10 MIAMI•DADE COUNTY ,•••, , Expiration"Date: 03/Ol/22 Approval Date: 03/09/17 i Page 3 of 4 . ' - . I,I1�I�TATIONS o 1. Fire classificat�on is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. , 3. Fe1Tex�' (Style RX2), CoverPR0�1000, CoverPR0�2004 and CoverPRO° 3000 High Performance Roof Wrap shall not be hot mopped; refer to manufacturer's pubtished literature for product compatibility. 4. Fe1Tex� (Style RX2), CoverPRO�'1000, CoverPRO`�2000 and CoverPRO�' 3000 High Performance Roof Wrap is a component used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance. 5. FelTex`�(Style RX2), CoverPR0�1000,CoverPR0�2000 and CoverPRO�'3000 High Performance Roof Wrap shall not be left exposed as a temporaiy raof for longer than 30 days of application. 6. Fe1Tex�' (Style RX2), CoverPR0�1000, CoverPRO�'2000 and CoverPRO� 3000 High Performance Roof Wrap may be used with Asphalt shingles, Wood shakes and shingles, Non-structural metal roofing, and quarry slate. Fe1Tex�' (Style RX2), �overPRO�'1000, CoverPRO�'2000 and CoverPRO� 3000 High Performance Roof Wrap shall not be used as an underlayment within a roof tile assembly. 7. Fe1Tex� (Style RX2), CoverPR0�1000, CoverPR0�2000 and CoverPRO� 3000 High Performance Roof Wrap may be used with any approved roof covering Notice of Acceptance listing Fe1Tex`� (Style RX2), CoverPR0�1000, CoverPR0�2000 and CoverPRO'� 3000 High Performance Roof Wrap as a component part of an assembly in the Notice of Acceptance. If Fe1Tex� (Style RX2), CoverPRO�'1000, CoverPR0�2000 and CoverPRO�' 3000 High Performance Roof Wrap is not listed; a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 8. For fire classification of specific roof assemblies using Fe1Tex� (Style RX2), CoverPRO�'1000, CoverPRO�`'2000 and CoverPRO� 3000 High Performance Roof Wrap refer to a current Approved Roofing Materials Directory for fire ratings of this product. 9. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF �'HIS ACCE�TANCE NOA No.: 16-1212.10 MIAMI•DAD�COUN7Y Expiiation Date: 03/Ol/22 Approval Date: 03/09/17 Page 4 of 4 ; �. c. --Z^"r-.-...-... _..._.__..-.-y--� -'—.,-.:�,-�. .._. �;. -4;,�-�w�!. .,«„g��.1, c a�:,.. �N:�essie�.+ " ,.t�,.<xw�m;o � . , , �,, t Y.'t'..'':'`�.1 `:��.'°T " �:;�., �N�.w�...� �.�at;aFY;�'r+'.ro:',S",.`�'a" �� d... �4-,-. ,�� Y .,-�"�?- � t::qa �/• tl.`^h-^'{^ "Y�'S,.` . e. Y� .i�,p�•...: .��.`- ; • ��, ., . ;i°iriR<:.'...',./7�ii:•J;�'li' '.<,�,�_ ^,.�,' � ,�:y �,.,�g � 6 �:� � +�'�'�� . � . _^ .,-:�..,,ai:, ` :� " <a. �� ? } j��3i`�„��+� ��,i`+�.�5;&��k ��°�'�^m� � �� Y V � {( P ��..a�ti«, �.4h..�. � � ''�°+��3�„`�.i��a. .'�e.� K 1' ' _I�.�"_ . .. -n , .... ;.d,qY' �'N.:a %�'�r •,:,�U .�9 5� ,>. ��F f' . _ ,ya,,q�.�.._,. �,��:'..�,,• 'A N �� q � �:.._;......m...W..a_....,...... ::+J, :¢75:d�.�4'�WM�.w'P.rr...��'`��..am:�.�'+aG�w�.mmw.��wa�o...» - �l 'A iZ.i �..h� 1 � '��.��.z.'Y.�� .3.�....,� .kl":�A BCIS Home ? Log In � User Registration Hot Topics � Subm(t Surcharge�7 Stats&Facts ' Publications f FBC Staff � BCIS Site Map � Links Search ; F�O�iCa - ' - �; �: `' �Product Approval - . ` - USER:Public User y�,:.r ,�`:�iy ;iv:a� Product Aoproval Menu>Product or Aoolication Search>Aoolication List>Application Detail 'y'p;;�:' ` '3� �� '��:� "�+�`=� FL# FL18355-R4 �,��- y�� Application Type Revision Code Version 2017 � Application Status Approved Comments Archived i-� Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 � (417) 624-6644 Ext 2305 - kerri_eden @tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 ]oplin, MO 64802 (417) 624-6644 Ext 2305 kerri_eden@tamko.com - Quality Assurance Representative Address/Phone/Email � Category Roofing Subcategory Asphalt Shingles 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 Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date O1/07/2019 Validated By Locke Bowden ��.� Validation Checklist- Hardcopy Received Certificate of Independence FL18355 R4 COI TBP15001 4 2017 FBC Eval Report Shingles final odf Referenced Standard and Year(of Standard) Standard Year , ASTM D 3161 2016 ASTM D 3462 2010 , ASTMD D 7158 2011 � TAS 100 1995 Equivalence of Product Standards Certified By Approved Testing Lab i FL18355 R4 Eauiv UL letter for standards for FBC 2017 odf Sections from the Code ' ' ' ' Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 09/27J2017 Date Pending FBC Approval 10/08/2017 Date Approved 1Z/12/2017 Summary o ducts -----. ._�_.___ —..—__�._-- — _..._._..__ _�__.. —....__...._._.___----, —�____._ FL# j Model, Number or Plame I Description 18355.1 I Glass-Seal, Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles j Heritage, Heritage Premium, ` Heritage Woodgate, Heritage � ` �Vintage, Hip and Ridge,and Vintage-, E _,�Hip and Ridge Shingles j Limits of Use ^ ' �Installation Instructions ^ —i Approved for use in HVHZ:Yes FL18355 R4 II TBP15001 4 2017 FBC Eval Report Shinqles ! t Approved for use autside HVHZ:Yes final.pdf ( Impact Resistant• N/A Verified By: Zachary R. Priest PE-74021 i Design Pressure:.N/A Created by Independent Third Party: Yes � Other: See evaluation report for limits of use. Evaluation Reports � FL18355 R4 AE TBP15001.4 2017 FBC Eval Re�ort Shinqles I final.pdf [ Created by Independent Third Party: Yes � 6eEek ri��:x& Coritact Us 2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The S[ate of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida : Privacv Statement :Accessibilitv Statement Refund Sta[ement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pubiic-records request,do not send elec[ronic mail to this entity.Instead,contact the o�ce by phone or by treditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effec[ive October 1,2012,licensees Iicensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for o�cial communicafion with the licensee.However email addresses are pubiic record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available[o[he public.To de[ermine if you are a licensee under Chapter 455,F.S., please click here. Product ApprovalAccepts: �� Ci'edit.�ard , ".i8�@ i � 3��i �� Certificate of Authorization No. 29824 �:x�-q Yhg/ " 17520 Edinburgh Dr x Tampa,FL 33647 TECH�•91CAi. �ER�JICES, L.,L.,C. (813)480-3421 EVALUATION REPORT F�oRina Bui��iN�Cooe,6T"E�inoN(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September25, 2017 220 West 4t"Street Joplin, MO 64801 (417)624-6644 - Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas,TX Tuscaloosa,AL Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain REFERENCES E�t� Reoort No. Standard Year PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995 , PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995 UL LLC(TST9628) 02NK9507 ASTM D 3161 2016 UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC(TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 08CA59132 ASTM D 3161 2016 UL LLC(TST9628) ' 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 10CA50498 ASTM D 3462 2010A UL LLC(TST9628) 10CA64882 ASTM D 3161 2016 UL LLC(TST9628) 11NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 12CA24551 ASTM D 3161 2016 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC(TST9628) 4787043752 - ASTM D 3161 2016 UL LLC(TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ! ' � � TAMKO BUILDING PRODUCTS .{;3�� Asphalt Shingles � � TECHNICAL SERVICES, LLG PRODUCT DESCRIPTION Elite Glass-SealO 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal " 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick 8� asphalt shingle with fberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4"x 36",ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shinqles shall be used in the non-HVHZ only. Heritage0 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas,Frederick, reinforced, laminated architectural asphaft shingle surfaced with mineral granules Joplin, Phillipsburg 8� complying with ASTM D 3462. Tuscaloosa) � Heritage0 Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Herita e0 Premium 12" x 36" ASTM D 3161 Class F and ASTM D 7158, Class H fiber lass reinforced, 9 g (Frederick) laminated architectural asphalt shingle surFaced with mineral granules complying with ASTM D 3462. ' Heritage0 Vintage0 17-1/2"x 40",ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. ' Heritage0 Woodgate 13-114" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM�3462. Heritage0 Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage0 Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.4 FL18355-R4 Page 2 of 11 This evaluation re ort is rovided for State of Florida roduct a roval under Rule 61 G20-3. The manufacturer shall notify CREEK p P P pP Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. L -- -.-- -� � �� TAMKOBUILDINGPRODUCTS s``°- ' Asphalt Shingles TECHNICAL SERVICES, LLC - . INSTALLATION Elite Glass-SealO Basic Wind Speed(V„i�): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(Va�): Max. 150 mph Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Glass-Seal new construction; Min. 15/32 in. plywood existing (Frederick,Joplin (Non- construction. HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; - Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS 115 and manufacturer's pubiished installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using,either"4 Nail Pattern"or"6 Nail Pattern"detailed below. RIAILS , � ,-1�� 1,� w Nailing --�- -----------------�---------------�--------��----------�--------------------------------------------.. ... �-71$" - �� ---�-----�-�----------��--�---�-�------------�--�-------------------�--------------�--.....--------------------.. 5-118" � Butt Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern (Non-HVHZ only) NAILS �1n 1n Nailing ---� -----------��--�-�-----------------t...--------------�--- ----�--------------------------------- ��/8�� Ar�a -----------------------�------------------------------------------------------------------------ -- 5-118" � But�Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nail Pattern TBP15001 4 FL18355-R4 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. �� TAMKO BUILDING PRODUCTS ��J� � Asphalt Shingles °°P`f TEGHf�lICAL SERO/ICEB, LL,C Heritage0 Basic Wind Speed(V„i�): Max. 194 rriph (Dallas, Frederick,Joplin, Basic Wind Speed(Va�): Max. 150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Soiidly sheathea min. 19/32 in. plywood or wood plank for Heritage0 Premium new cor�strubtion; Min. 15/32 in. plywood existing (Dallas, Frederick construction'.' Phillipsburg&Tuscaloosa) Deck(Non-HVHZ). In accordance with FBC requirements; & 5olidly sheathed min. 15/32 in. plywood or wood plank for Heritage0 Woodgate new construction; Min. 7l16 in.OSB existing construction. (Dallas&Frederick) Underlayment: in accordarice with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS � . 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below Installation (Non-HVHZ): Installec� with 5-5/8 in. exposure in accordance with FBC � requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. FASTEV�IERS iV�4�L Zt3N E COMMON BOND fi-1f8" EiiPOSURE�a-5I8" I � 1" �i--- 12-112"-►�- �2-318" -�- �9 2-�12"--s, �-1�� Figure 3. Heritage0, Heritag�0 Premium, and Heritage0 Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) FA�TENERS NAIL ZCaNE � CQMMC)N Bt�ND �-1� EXP�SURE b-b/8" 1=-►� �r1-r-112"-si�-7-1/2"� 7�/8'�7-1�"�-7-if2'� �1—i" Figure 4. Heritage0 8� Heritage0 Premium 6 Nail Pattern TBP15001.4 FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes thro��ghout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, rec�mmended use, or other product attributes that are not specifically addressed herein. � , � _ b ` `7.- - .. g� �� `;-,. TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC �� SF.ENERS: - C�MMON BONm . ... �. '�=11$" , E�(FOSURE 5 5l$" � ' � 1'--ii�. ��,7'-if2'�7-1I2'�1�-7�18'.' , _,7=1Y2�7=y/2?il� �F—'1„ ' . Figure 5. Heritage0 Woodgate 6 Nail Pattern . -►IPjI"j�-12=112" 'i !<—i2-1/2" ;1"i1'9�- � � � � � � 1 • ' 3 1 f i 1 1 i � � � � � 3 � Comman Bond ; s ;: �ASTENERS—; ; � - �, �Y��. ; - �t t s ... � � � � � �� ,1 3 � �� Q, r �' (4 �� Y I � 39=318" �• �^ Figure 6. Heritage0, Heritage0 Premium, $ Heritage0 Woodgate Alternate 6 Nail Pattern - _ PW, NT� ` _ . LINE: . . �``� ' 7-7I8" :. . _. . . . . . ----=--:__�NI�IL=ZOfVE ---------------------------------------------------------------------- fi�i%8" � . - .: E�GE OF - COIIIIM4td ,r . `BOND � �E3CP.O.SURE - -3=�18" � A�CFPTABLE�; ... . ' �F�4.�TENER LC�GATION - � ;-D.O,NOT.FASTEN � ALON�EaGE<:t�F '� ------=-----:---- ------ --= : ,�.UMMON BOND . fPREFERRE�D fASTENER , :LOGATIOI� Figure 7. Heritage0(Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP15001.4 FL18355-R4 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurahce changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. �%� TAMKO BUILDING PRODUCTS c"`'`''� Asphalt Shingles ��>;� TECHV�lICAL SERVIGES, LLC Heritage0 Premium Basic Wind Speed(V„it): Max. 194 mph (Frederick) Basic Wind Speed(Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing. construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in plywood or wood plank for new construction; Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21.12. . Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. , Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. NAIL Zt]NE/ FASTENERS �coMMar�aon�o �1/2�� IXP�SURE 5" � I1��--r� '�-- 1 i"--r�e-- 12" —��-11"--►� �a-1�� Figure 8. Heritage0 Premium (Frederick) I 4 Nail Pattern (non-HVFIZ only) NAIL ZOMEI FASTENERS CQMMON BQND 5�f2" EXPCtS E 5�� °� ��'f2n � �n�u �1f�'+ I+��u Figure 9. Heritage0 Premiurrt (Frederick) 6 Nail Pattern TBP15001 4 FL18355-R4 Page 6 of 11 This evaluation repor[is provided for State of Florida pro�uct approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation,recommended use,or other product attributes that are not specifically addressed herein. ""� ' TAMKO BUILDING PRODUCTS II -t'� �� Asphalt Shingles TECHfVICAL SERVICES, LLC Heritage0 Woodgate Basic Wind Speed(V„i,): Max. 194 mph � (Frederick) Basic Wind Speed(Vasd): Max. 150 mph Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21�12. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. NAIL ZQNEI FASTENERS ' COMMON BONQ � 5-112" EXPQSURE 5" � � 1'� �a- 11" -.►la.-y2-31S"—r� 11" -� �-1" Figure 10. Heritage0 Woodgate(Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZON El FASTENERS COMMON BON[3 � � 5'��'� IXPOSURE 5" � � 1"—� �i' g-�/2"�3'�9�/8"—►I♦3�8-112"—►I �-1° Figure 11. Heritage0 Woodgate(Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. � � TAMKO BUILDING PRODUCTS ��{�� - Asphalt Shingles '';`M� TECHNtCALSERVICES, LLC Heritage0 Vintage0 Basic Wind Speed(V�i�): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for ' new cohstruction; A4in. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accor�ance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21.12. Installation (HVHZ): Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's pubiished installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-FiVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"5 Nail Pattern"or"6 Nail Pattern"detailed below. au� ' N ug�mane '� &Posure T � nmma z Notch �„ Fasteners Na il � — — — — — — — —�i — — — — ore 17-tt2" 5" Exlposure 41R'—�-41M' 9-1/4'-�•��lhf * -11 , -1 ' �-ta�m�--� �ta�a•—+� Figure 12. Heritage0 Vintage0 5 Nail Pattern (non-HVHZ only) �, Expmure � � � Notd� � �R N�Y � - - -� - - - - - - - - - 2one 17-1/2` � �� - 7�TIf�RLt 7�/t��7'L� � _� 7_ i�71r--►I. I �161�E716 �I Figure 13. Heritage0 Vintage� 6 Nail Pattern TBP15001 4 FL18355-R4 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,`installation, recommended use, or other product attributes that are not specifically addressed herein. � � TAMKO BUILDING PRODUCTS t� Asphalt Shingles TECHMICAL SERVIGES, LLC .. - . Hip 8 Ridge Basic Wind Speed(V�i,): Max. 194 mph � - (Frederick&Joplin) Basic Wind Speed(Vasa): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; � Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; - Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC.requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-1/8 inch exposure in accordance with the � FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Directio� prevailing wind Start 5-1/8" exposure here� "� � II Start Figure 1 he� 5-1/$"cxpoSure .�Is'� �„ ��I�" 1�� . �"',. �( � - ' " . ;.� � Fastener :`' 1I��tener i r- � f9 r t� �„ Figure 2 �1/4 Figure 3 �, Figure 14. Hip 8�Ridge (Frederick 8�Joplin) TBP15001.4 FL18355-R4 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. �"`�-„„,� TAMKO BUILDING PRODUCTS ;��;�'� Asphalt Shingles TECHNICAL SERVICES, LLG Vintage0 Hip&Ridge Basic Wind Speed(V„i,): Max. 184 mph (Phillipsburg) Basic Wind Speed(Vasa�: Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. � Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Instailation: Installed with 5 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction ofi the exposed end shall be away from the prevailing wind. DlP�l��ff pr�vailing e�vind ��$. 5�" expasure � 1j Start Figure 1 h�r� 5" exposure �I �„ �CJ�� I , -=.;''.� �' ti /'1 "'`•' �?'' ' � `, '' �� I Fastener ,,� Ea�tener h' .'`5-1/2„ r `5-1/2" � - �� Figure 2 1 4 Figure 3 Figure 15. Vintage0 Hip & Ridge(Phillipsburg) TBP15001 4 FL18355-R4 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK, Technical Services,LLC of any product changes or Guality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. , , . '�;�, � TAMKO BUILDING PRODUCTS ;�; ' � ` "� Asphalt Shingles TEGHNICAL SERVICES, LLC LIMITATIONS _ 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck atfachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 60-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingies shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. I 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's ', published application instructions. Where discrepancies exist between these sources, the more restrictive � and code compliant detail shall prevail.� 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ' COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6�'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. ,��te�u�r�� .��,Q-�'.?'PRGEN �`�s'-, . ..,........ 2017.��025 � ti' No 74021 '� ': ��--` 11 :31 :41 = *: :* = .. .. W . * _ . ��.aT.� =�� :�= -04'00' :'S�'.� STATE ZJF :�� i�T�'•'c� �P�� Zachary R. Priest, P.E. �i�s� • �R + ' ��` Florida Registration No.74021 '��S��NA�� Organization No.ANE11669 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Senrices,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP15001.4 FL18355-R4 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. . _. ,_�,�b�_._-,,�-�,, ,�::�.��;��, i` '�,' .�:._�,�;«�.".�"� �--.- �:.�..-,# ..._ .. ,� �Yi� -. e. �a ��,r��:.: '��s.�;. ,... y��,.,� _ .,�� . ��., � �' � .. . ,"�'. FS .„ j.�r� # f,�.` j y ' �w'�'�atiiti?�`J=�%f�-��{ s. T'��k,�. �l.��.'. :�� ;�d.�4:�.d � ' '»��x��i1= t �;��kJ E�C�.....,.. .S„.a%a?�"ix`,r.,:Ii�� . :�.'d �� a,2'4..5,. .. T��:e, � 9 .��, �, � '�X�4 , �� r �Q,_ -9 A "..��y'�-. y�;.��ig�� . 1 z� « a 6 ��,}�. �h E�" � ° �� £� � � ="�?"� i..,.�',_ * I r � . a �, o.�. � _�:..._�_...._.z: r. "es '��» ,�„��J; �.�„ ��,-=:�6 �=�,. - .:�g�,.a��= _ 6 ,.i` �:��V�,'y�� .,�,� �;r:wi��-�•z �.._S._...a,.,.;.i."»...�...�-��:_....,....m.._. �_a�: 3�;..��;:L, �'�'.a`.;:.a..._»�::a�., ��,%+° " �.��" ��`��.�.�._:,�,�.'.d%.';;s , . ..� : . ' `�::. 'a�...�. BCIS Home ; Log In � User Registration � Hot Topics j Submit Surcharge � Stats&Facts i Publications � FBC Staff ! BCIS Site Map f Links Search � � ��Q1iG�� .-._- ,;�} p€Nn �Product Approval �r; �, USER:Public User � .��:!Y,.. .�.. :�%%b^:;;:.£:s Produd koproval Menu>Product or Aoolication Search>Aoolication List>Application Detail . . .m'^^°-';"'Y-..---,.'^F $-�t:�;r��v�=��7x:s:� f FL# FL18355-R4 I#_=,r•'��`��e..��.: ., :� - Application Type Revision Code Version 2017 Application Status Approved Comments Archived i..� Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 , (417) 624-6644 Ext 2305 i kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email • Category Roofing Subcategory Asphalt Shingles 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 Zachary R. Priest ' the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date O1/07/2019 ' Validated By Locke Bowden , '�`3 Validation Checklist- Hardcopy Received Certificate of Independence FLiS355 R4 COI TBP15001.4 2017 FBC Eval Report Shingles final:pdf Referenced Standard and Year(of Standard) Standard Year � ASTM D 3161 Z016 ASTM D 3462 2010 ASTMD D 7158 2011 TAS 100 1995 ' Equivalence of Product Standards � Certified By Approved Testing Lab FL18355 R4 Eauiv UL letter for standards for FBC 2017.pdf Sections from the Code ' ' � • Product Approval Method Method 1 Jption D Date Submitted 09/25/2017 Date Validated 09/Z7/2017 Date Pending FBC Approval � 10/08/2017 Date Approved 12/12/2017 Summary of Products ---- – — — -_..T._------, , FL# - �Model,Number or Name Description 18355.1 ;Glass-Seal, Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles s Heritage, Heritage Premium, ; =Heritage Woodgate, Heritage �Vintage, Hip and Ridge, and Vintage i Hip and Ridge Shingles __ � E ._._....----.------- —____ _._ ___.__ ____ --; Limits of Use Installation Instructions Approved for use in HVH2:Yes FL18355 R4 II TBPi5Q01.4 Z017 FBC Eval Report Shinqles ' Approved for use outside HVHZ:Yes final.pdf i Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 ; Design Pressure: N/A Created by Independent Third Party: Yes ! Other:See evaluation report for limits of use. �Evaluation Reports � FL18355 R4 AE TBP15001.4 2017 FBC Eval Report Shinqles f final.pdf Created by Independent Third Party: Yes i I f3'<1G{: F7E%#i Contact Us 2601 Blair Stone Road.Taltahassee FL 32399 Phone:850-487-1824 The Sta[e of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida ::Privacv Statement::Accessibilitv 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 elec[ronic mail to[his entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please tontact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chap[er 455,F.S.mus[provide the Department with an email address if[hey have one.The emaiis provided may be used for official tommunicatlon with the licensee.However email addresses are public record.If you do not wish[o supply a personal address,please provide the Departmen[with an email address which can be made available to the public.To de[ermine if you are a licensee under Chapter 455,F.S., ' please click here. Product Approval Accepts: � ^aa � e't;fi�: � Cred�t Card � �� ` � - --- 7 '"''�"'"' , - Certificate of Authorization No. 29824 ;'�:�. . ' " 17520 Edinburgh Dr '`�`�,, Tampa, FL 33647 3 'T'ECl-��16CAL SER�lIGES, �,��. (813)480-3421 , EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September25, 2017 220 West 4"'Street Joplin, MO 64801 (417)624-6644 - Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas,TX Tuscaloosa,AL Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain I REFERENCES Entitv Report No. Standard Year PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995 ' PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995 - PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995 � PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995 ' UL LLC(TST9628) 02NK9507 ASTM D 3161 2016 UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC(TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 08CA59132 ASTM D 3161 2016 UL LLC(TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 10CA50498 ASTM D 3462 2010A UL LLC(TST9628) 10CA64882 ASTM D 3161 2016 UL LLC(TST9628) 11NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 12CA24551 ASTM D 3161 2016 UL LLC(TST9628) � 4786110543 ASTM D 6381 2008(2013)e1 ' UL LLC(TST9628) 4787043752 ASTM D 3161 2016 UL LLC(TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017 TBP15001 4 FL18355-R4 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. � ``"}-� TAMKO BUILDING PRODUCTS �� Asphalt Shingles ' TEGHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass-SealO 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surtaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4"x 36",ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphait and surfaced with ceramic granules complying with ASTM D 3462. Shinqles shall be used in the non-HVHZ only. Heritage0 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass � (Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin, Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage0 Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg 8� complying with ASTM D 3462. Tuscaloosa) Heritage0 Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage0 Vintage0 17-1/2"x 40",ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage0 Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas 8�Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage0 Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage0 Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001 4 FL18355-R4 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. , _ , _ �-�„� �� TAMKO BUILDING PRODUCTS -�>°w� Asphalt Shingles TECHP�IICAL SERVICES, LLC INSTALLATION Elite Glass-SealO Basic Wind Speed(V„ic): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(Vasa): Max. 150 mph _ Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Glass-Seal new construction; Min. 15/32 in. plywood existing (Frederick;Joplin (Non- construction. HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. � Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. NAIL,S 1�� 1,� � � � Nailir�g --�- -----------------------------�---------------�--�-�-------------...-------------------------------� - �71�° Area ��----------------------�---------------�---�--�---------...----------------------- 5-718,• � Butt Edlge Figure 1. Elite Glass-Seal 8�Glass-Seal 4 Nail Pattern (Non-HVHZ only) NAILS �. �1n 1� N�ilin --..�---------------�---------�.----------------------- ---------------...----------------- -- � ��18�� Aresg ---�-------------------------------------------------------------�----------------------------------------- 5-1I8" � Eiutt Edge Figure 2. Elite Glass-Seal 8�Glass-Seal 6 Nail Pattern TBP15001.4 FL18355-R4 Page 3 of 11 � This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ["'�" � TAMKO BUILDING PRODUCTS w,: ��^��' Asphalt Shingles " TECNNICAL SERVICES, LLG Heritage0 Basic Wind Speed(V„it): Max. 19�1 mph (Dallas, Frederick,Joplin, Basic Wind Spead(Vasa): Max. 150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ): ' � In accordance with FBC requirements; & Solidly,sheattied min. 19/32 in. piywood or wood plank for Heritage0 Premium new construction, Min. 15/32 in. plywood existing (Dallas, Frederick construction`. Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 15/32 in. plywood or wood plank for Heritage0 Woodgate new construction; Min. 7i16 in.OSB existing construction. (Dallas&Frederick) Underlayment: In accordance with FBC requirements. Min.slope. 2:12 and in'accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles.at slopes greater than 21 12. Installation(HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS , 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. � ' Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. ��1STEnIERS NAIL ZON E COMfVION BOhlD �-1��" EXPOSURE 5-�I8" � �" � 12-1 f2"�- 12-3f8" -��-- 12-1/2"--►I �-1" Figure 3. Heritage0, Heritag�0 Premium, and �4eritage0 Woodgate(Dallas) 4 Nail Pattern (non�liVHZ!only) FASTENERS fdAIL�c]NE CQMM�N � BOND �'i� EXPQSURE b-�f8" 1'� h1-7-112'�1--7-112"-►�-� 7-3/8"-�7-1�"-�-7-1/2"-►I �1" Figure 4. Herit�ge0�Heritag�0 Premium �� 6 Nail Pa4tern � • TBP15001 4 FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warrarity, installation, recommended use, or other product attributes that are not specifically addressed herein. ; . `" " TAMKO BUILDING PRODUCTS �� Asphalt Shingles TEGNNICAL SERVICES, LLC � NA1L ZONF1 , _.'SF.ENERS - �OMi41iQN.BON9�" �6=1I8" , � . � E�fPOSURE;5;518" � � '1,��. . ; �7•if,2'�4•7=172'�►�-7r,318'.' , 7-1%2�Fi7.-1%2� �i--1.,�- �' . Figure 5. Heritage0 Woodgate 6 Nail Pattern . -��t";7"i+--y2-1.I2" _� �. 12-i/2" ��1';T�Y- ° � � � � `� � i . _ i i ; '� . i i � : � � � Common Bond � ; - � FASTENERS: ; ; ' � � t- �; ��; : � � � � ��; , �i *� �, �� ; �.� � J� : I � � �9=�,�,, . ! Figure.6. Heritage,0, Heritage0 Premium, �Heritage0 Woodgate Alternate 6 Nail Pattern PAI NT - .. _ .. " . ,._ LINE . , , � . ��=��8" .: ---��__--==-===---------`---___--===--------_-----`---===-=-=-------=- --------- }�NAI L.ZON E � ' .B_1�8�r. Ed"GE OF. COMM4M -, �r BONQ ' E3CP4SURE �=v18". .. AGCEPI"ABLE . .. �F�ISTENER"LOCATION. �`'� , D4 N�T_FASTEN � �ILON�-E[��E:OF -------- - ---•- -- : �.�MM,O[V B.OND . � :�PREFERRED FASTENER - LD�ATIf�f� Figure 7. Heritage0(Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP15001.4 FL18355-R4 Page 5 of.11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any producf changes or quality assurance changes throughout the duration for which this report is valid. This evaluation repor[does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. _ I TAMKO BUILDING PRODUCTS �,�; Asphalt Shingles TECHNICAL SERVIGES, LLC Heritage0 Premium Basic Wind Speed(V„i�): Max. 194 mph (Frederick) Basic Wind Speed,(V�Sd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements, Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21 12. . Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. NAIL ZaNE/ FASTENERS �C�MM�N B[]ND 5�j2�� IXP�SURE 5" � 1"-� �— 11��—►�-- 12" --�►�--11"—� �--1�� Figure 8. Heritage0 Premium (Frederick) 4 Nail Pattern (non-FIVHZ only) NAIL ZONEJ FASTENERS COMMON 6QND 5�1a" EXPQSURF_ 5° � � 1�� I�� .�.3�� g�12�� I�--y�� fr Figure 9. Heritage0 Premium (Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 6 of 11 I This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation,recommended use, or other product attributes that are not specifically addressed herein. � �.j.:r_= i e _ `"%"�- TAMKO BUILDING PRODUCTS Asphalt Shingles TEGHNICAL SER!lIGES, L.LG Heritage0 Woodgate Basic Wind Speed (V„ii): Max. 194 mph (Frederick) Basic Wind Speed (Va�): Max. 150 mph Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction, Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21•12. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. NAIL ZONE/ FASTENERS COMMON BONd � 5-1�2° ExPOSURE 5" � � 1'--r� �— 11" �-12-3!'8"---��— 11,� --r� �,1'� Figure 10. Heritage0 Woodgate(Frederick) 4 Nail Pattern (non-HVHZ only) . NAIL ZON E! FASTENERS COMMON BON[3 � � 5'�� IXPOSURE 5" � � 1��-1� �i"' 9-112"�►�-3'�►�-9�318"�3'�M-9-1I2"—►I �Fj�� Figure 11. Heritage0 Woodgate(Frederick) 6 Nail Pattern TBP15001 4 FL18355-R4 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. , This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. — � ��—.� t �-�<-•, TAMKO BUILDING PRODUCTS [t"`�Wrv� Asphalt Shingles € �>.. �� TECHNICAL SERVICES, LLC ' Heritage0 Vintage0 Basic Wind Speed (V�i�): Max. 19� mph (Phillipsburg) Basic Wind Speed(Vesa): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction, Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and, in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21 12. Installation (HVHZ): Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-FaVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"5 Nail Pattern"or"6 Nail Pattern"detailed below. aa�— L Y Jlg�mont � E(POSUft. T � NdQ�¢5 Z PIOLCII �„ Fasoenas t�kil ore � - - - - - - - - - - - i - - - - i�-trz^ , s�� Ex lposu re �lA'---F�?1M' 9-1M'�--¢1M`— T 1/ -1 • f+—ia�a•� �+—to-�a�� Figure 12. Heritage0 Viratage0 5 Nail Pattern (non-F9Vh1�only) � � F�06UR � � Notd� �t4�..K �M�d�6 � �R N�Y � — — — Zone 17-1/2` S` �� 7- 7a1r 7�ili' 7-7/s—►�-7-'JJd' -0 1' g7Ji'�� 7 I�-161�67l6 Figure 13. Fleritage0 A�intage� ' � Nail Pattern � ' TBP15001 4 FL18355-R4 � Page 8 of 11 ' This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes ttiroughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. ' .`��:;i'.c.' , . - ., ., s:�'". .� r , �; � TAMKO BUILDING PRODUCTS Asphalt Shingles , TECHNICAL SERVICES, LLC Hip&Ridge Basic Wind Speed(V;,i,): Max. 194 mph (Frederick&Joplin) Basic Wind Speed(Vasd)� Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7/16 in.OSB existing construction. ' Underlayment: In accordance with FBC requirements. Min.slope. 2:12 and in accordance with FBC requirements. , Installation: Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. � Dlrectiot of prevailing wind start 5-1/8" exposure here� "� � II Start Figure 1 here 5-1/8"eXpOSur"� �( 1�� a„ 1„ 5 a�v ! .1� ,, - �� , � , . --: ,. C'� ;: �j Fastener .`' �.I��ner r-L��„ r- � „ Figure 2 ��4 Figure 3 �r Figure 14. Hip 8�Ridge (Frederick 8�Joplin) TBP15001.4 FL18355-R4 Page 9 of 11 This evaluation report is provided.for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not ' specifically addressed herein. � ' '`"�� TAMKO BUILDING PRODUCTS t"„�. Asphalt Shingles „;,� TECHNICAL SERVICES, LLC Vintage0 Hip 8�Ridge Basic Wind Speed(V„i�). Max. 194 m�h (Phillipsburg) Basic Wind Speed(Va�): Max. 150 mph Deck(HVHZ): " In accordanoe with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. , Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The � direction of the exposed end shall be away from the prevailing wind. ' Dir�ion of pre�sailing avBnd h��t` 6" expos�are � 11 Start here 5�� exposure Figure 1 �„ , y�9 ;;. �� 5� -_;;"•., - ` Fa�tener , �� 'astener ,,� r''�-5-1/2�, ' r `5-1/2"' � - �� Figure 2 � 4 Figure 3 Figure 15. Vintage0 Hip &Ridge(Phillipsburg) TBP15001 4 FL18355-R4 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. � � , � � '" "�'" �� TAMKO BUILDING PRODUCTS �: ' Asphalt Shingles �� TEGHMICAL SERVICES, LLC LIMITATIONS ' - 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 60-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT ' The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code,6th Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. ' `,`��ttui►eii�� . ``��G�PRY R. p�ir''•, I' ,,. �. ,.�,�E�5�.Fs�.,, . ..... 2017.09.25 : �' No 74021 = ��-- 11 :31 :41 - *: :* = .. = * = _"�;.�,.�a�,a� +�: :�` � -04'00' :�'. STATE OF :�� .�'��'•'c� Q Q;•'�� Zachary R. Priest, P.E. �i�s •�R� C?. �� Florida Re istration No.74021 ��rS��NA`��a, Organization No.ANE11669 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP15001.4 FL18355-R4 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. � This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. , � CONTRACTOR AUTHORIZATION FORM , STATE LICENSE NO.: CCC I 3��3 q PRINT QUALIFIER'S NAME: �G'M� ��SC��- BUSINESS NAME: M C —' COC1 I authorize the following individuals to sign for and obtain permits: (Please print names clearly.) � b eS � i Signature of Qualifier: Date: 1 ,'- F " State of Florida County of Sworn to and subscribed before this day � � I� �1� � ` �� ate of Florida (Stamp) . My commission expires y—�-�q ' .. ��i�,�=: .c7`.•'.h. _a. ,�, •�n� STEPFIANIE g�P��--I :T�,.�: NiY COMMIS$ION#�'r.� ,: "•�;4k n?.`�`' EXP1 �B�l�7 � _ ��u�,�s;-o',s �S�'1 U7.2018 —- F�aanr�y,se„tic�s�,, CONTRACTOR RECONSTRUCTION/IMPR4VEMENT AFFIDAVIT (NOTE: If there is no contractor, the homeowner may complete this packet.) PARCEL ID NO.:_S � ( -TZ� - �Zl - s�n�i ooe�o -3�k�c�3oo - lo}- Ol�o PROPERTYADDRESS: 3� ��17 rlc�...e�l?- J�Gj �.��L�,�r�1�-�«S �Z- 3 3S�/ COIVTRACTOR NAME: .�H,�.�P S ��y`e"� 13'''"C� ADDRESS: �`�S� �.A,��eri�-� �z�( �Z� �G�T�.��— � 33��Z , LICENSE NO: �' CC L�32�e�e 3`� PASCO ID#: TELEPHONE: `�Z1 � ZZ�� `� � I hereby attest to the fact fhat I, or a member of my staff, personally inspected the above-mentioned p�opertq and produced the attached itemized fist of repairs, reconsfruction, and/or remodeling list which are hereby submitted for a Substantial Damage/lmprovement Review. These damages/improvements are ALL OF 7FIE DAMAGESIIMPROVEMENTS sustained by this structure, and that alI additions, improvements, or repairs proposed on the subject building are included in fhis estimate. l understand that I am subject to enforcement and penalties for violation action and/or fines if the inspector of the property reveals that f have made repairs or improvements NOT INCLUDED ON THE ATTAHCED LIST OF REPAIRS/IMPROVEMENTS TO THIS STRUCTURE or any nonconforming or illega! structures/additions or repairs is included to the existing structure without having presented plans for such additions. 1 understand that any permit issued by Pasco County pursuant to this affidavit does not authorize the reconstruction, repair, or maintenance of any illegal additions, fences, sheds, or nonconforming uses or structures on the subject property. SEE ATTAHCED ITEMfZED L1ST TOTAL LABOR AND MATERIALS $ 2�. �-�� OVERHFAD AND PROFIT $ l� � `v� TOTAL COST $ �� , g�� /'� '�� c' — � -��— � �—� � -RACTOR SIGNATURE DATE , . owNER , RECONSTRUCTIDN/IMPROVEMENT AFFIDAVIT PARCELIDNO.: S3 -T'2'�-�- Swbd(70D-�3I�� ?19�(�D- o �� PROPERTYADDRESS: �.j�-1 J 4tw�cLt�Y-i IZ� `�Q-i�l'�-irY��"<<S �L 3 3 -�L`l CONTRACTOR NAME: �h'�� I3oSc�� LlCENSE NO: C \ 3Z�P Ce � `'1 _PASCO ID# OWNER NAME: r,��^ K- Y'(,�� r-�o�,?e- ��`� — ADDRESS, ��17U4' I c�� CC-�� _ TELEPHONE: �� - 2 Z�v � � �� I hereby attest to the fact that the repairs/reconstruction and/or remodeling list submitted from the Substantial Damage/lmprovement Review by my Contractor are ALL OF THE DAMAGE/IMPROVEMENTS sustained by this structure and will be done to the existing building, and that all additions, improvements, or repairs on the ' subject building are included in this estimated construction herewith. No other contractor has made any ' repairs or reconstruction or additions or remodel9ng not included in the attached list. I understand that 1 am subject to enforcement action and/or fines if inspection of the property reveals that I have made repairs or improvements NOT INCLUDED ON THE ATTAHCED LIST OF REPAIRS TO MY HOME , or that i have included nonconforming or illegal structures/additions to the existing structure without having presented plans for such additions. I understand that any permit issued by Pasco County pursuant to this , affidavit does not authorize the reconstruction, repair or maintenance of any illegal additions, fences, sheds, or nonconforming uses or structures on the subject property � Signature Owner"* Co-Owner*'` ' **A Contractor for the owner may sign this form for the owner. i —� ,� .J-��'. - _. � � I