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Home My WebLink About16-17524 \ _ , CITY OF ZEPHYRHILLS , _ w 5335-8TH STREET (8i3)7so-oozo 17 4 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 17524 Address: 6015 10TH ST Permit Type: RE-ROOF ZEPHYRHILLS, FL. Class of Work: ROOF REPLACEMENT Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02-26-21-0080-00100-0260 Improv. Cost: 5,750.00 OWNER INFORMATION Date Issued: 6/29/2016 Name: BINGHAM MATTHEW JAMES Total Fees: 97.50 Address: 37525 MEADOW OAK WAY Amount Paid: 97.50 ZEPHYRHILLS FL 33541-4258 Date Paid: 6/29/2016 Phone: 305-853-6061 Work Desc: REROOF 18 SQ SHINGLE &4 SQ MODIFIED CONTRACTOR S APPLICATION FEES RYMAN ROOFING INC REROOF RESIDENTIAL 97.50 V / ' D � n Ins ections Re uired DRY N ROOF INSP TAPE JOINTS ROOF�yINSP _ FINAL ��I,_ ,�/� � �7� REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. �� NTRACTOR IGNATU E PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER � 4 - - 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 " - Building Department ', Date Received --� � � Phone Contact for Permitting �v`^ -- "'0� • Cbwe�ee's:Name � � I�..�11 e� I n �a�� Owner Phone Plumber �D S �� . .,n:�' .��}.:��, �� ;��S as : �)�.a d o� oa..� u� h � ��I�wner Phone Mumber . . OW�tel'S�AflflfeSS' Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder•Address JOB;ADDRES�i l0�(� I V� �� ( r I I I I S �� 3 3 5`I a �o�# C� .�: .: , . S�Bo��S�oN . T �5o n ��b ,P��E�:�� 0 a-a�-a I -a b�b- ae�o o -o a�b , - • � ' �(OBTAINED FROM PROPEE2TY TA7C NOTICE)' WORK':PROPOSED�, e NEW CONSTR � ADD/ALT Q�- SIGN Q MOVE Q DEMOLISH � �� " � INSTALL REPAIR J PROPOSED USE _ , Q SFR Q COMM Q OTHER � '� ' TYPE OF CONSTRUCTION � , BLOC � � FRAME Q STEEL Q OTHER _ DESG13lP,,„T•.ION 40F3 OIdK• , :ea,�� r�`��0� I J ^ �e.S J �'�¢,�� 1►I� I P S c.�.FeS (1�1 .i P��i�Uf�t . . ,. _. -. _ ,. '"� :.� . BUILDING SIZE. I� , ,,SQ,;FOOTAGE I�� U HEIGHT � • BUILDING $:'':;:;�; ,;,;._�;,,,,�`,y �:;:;-'',',�;" -_ ;;YALIIATION:PJF=l'OtAL.,CONSTRUCTIOM �~ �.---��:.. . . � ,�. :� . . .. . � . 0 ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C, � � . PLUiVI�ING $ + � MECHANICAL $ VALUATION OF MECHAfVICAL INSTALLATION � � � ,� � , . i .�.. E C� , � Q GAS ROOFING 0 SPECtALTY Q OTH R ✓�`� FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES QNO � S �� ., j� ��,�.�� - ��A�v � SIGNATURE REGISTERED Y/ IV FEE CURRENT � Y/N Add�ess � • License#. ' ELECTRICIAN • . COMPAMY � � SIGNATURE REGISTERED Y I N �FEE CURRENT �Y/N Address � � ' License# PLUMBER CONiPANY SIGIVA�URE ' REGISTERED Y/ N FEE CURRENT Y/N Address License# AI�ECF9ANICAL COMPAMY • I SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N Address . ' License# ` �,/ i �f n ' OTIi�PZ';��k;-. ' 'y� �� LUDOUL ��S .iCOMPANY. �� `+�I e— ' " ' , SlGNA'�URE�� ' � REGISTER�D Y/ N' FEE RRENT •/N • -, -., r �j.�— �AcicJ�ess ��J cSll �'1 . Y 1 (�lc-j 5 _( �J�S 5�/� --- -- - - i`�icense# _I(,��/�J Z:S�� RESIDHNI'TiAI..�• • Attach,(2)Plot Plans;(2);sets of Building Plans;(1.)set of Energy Forms;R-O-W Permit for new construction, I ` , _ .,Minimum ten(10)working days.after submittal date.' Required ons6te,Construction Plans,Stormwater Plans.w/Silt Fence installed; I . Sanitary Facilittes 8'1 dumpster;.Sit`e Work Permit for subdivisions/large projects COMMERCIAL Attach(3)�sets of�Building Plans;(1�)set of Ene�gy Fortris.R-O-W..Permit for new construction: � '�- Minimum ten(10)�working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence instaileil, Sanitary Facilities&�1 dumpster.Slte Work Permit for all new projects.All commercial�requirements must meet compiiance' � SIGPI PERMIT Attach(2),sets of Engineered Plans. • � *`�*PROPEF2TY SURVEY`required for all NEW construction. , . . , • Directions: ' ' ' � ' � Fill out application completely. � ' Owner&Contractor slgn back ot application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$5000) � "* 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 (Frant of Application Only) Reroofs SGvvers��,�,-v:�::,SerVice�UpgraiJes�;° ..` A%C � Fences(PIoUSurvey/Footage)�,�.:=£=Y,..�.-., .._,_:+�.,:��:.;;:;w�.,.�;_�..;�,r„3r::,:rr� -„,;;t�- � ,F ... . .....� ,., :.;`...�'°� _ �. .{ . . �.:..:..,, ,.. ,:,. ,�,,• a�. � �j i �.,.,.: -;: ,.,. . �. !t �d�;.t•``,1. �;�:;'`-:J v '�i:'`,i') �t Driveways-Not ov�r Counter if.on:public,roadways::ne�ecJs ROW •: f..•, . , ''' - '�, ;�'. ,_ . :�:�� . . i � :}� 'ir t...i q. .•Sri" .'{i}`•`� _ . c'i,�^ �.N.¢�,�' . . .� :1Ctc::iii!'�t'". r`c.:_{.�_ "� .�iF'1:.. ';d . ��•r,�.,::ii'`i•�. '_.fc�'.,.�`3 � . .. , ;i:. , �� . J77('.,S ��::t�� '. , . ii,�'�: , . if., �. :Sf+�'. ..� .. , - e. ' ,� i�r'�. '_ _ ,.. . :� i �� .. 'i��_ �.. _.- .i - ..� . -� _' .. e-. ;:j" . � ._ . -. �� .. '4. 1 . . , PIO'Y'�CE OF DEED R�STRICTIOfdS: The undersigned undecstands that this permit may be subject to°deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance�with any applicable deed restrictions. UNLICENSED CQNTRACTORS AMD CON'PRACTOR RESPONSIBYLOTIES: If�the .owner has hired a contractor or contractors to undertake.work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not ficensed as�required by law, both the owner and contractor may be cited fvr a misdemeanor viotation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advise.d to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they wif! be respon�ihle. If you, �s the owner sign as the contractor, that may be an indication thaf he is not properly licensed and is not entitled to permitting privileges in Pasco County. � , T�►f�SPORl'�►T00�9 OMP�►CT/IITOLITIE� IMPACT�►P1D RESOURCE RECOVERY FEES: The ur�dersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction vf new buildings, change�nf use in existing buiidings, or expansion of existing I�uildings, as specified.in Pasco County Ordinance number 89-07 and 90-07, as�amended. The undersigned also understands, that such fees, as may be due, will be identified_at the time �of permitting. It is further understood that 7ransportation Impact Fee� and Resource Recovery Fees must be paid prior 40 receiving a "certificate of occupancy° or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact �fees are due, they must be paid prior to.permit.i5suance in accardance with applicable Pasco County ordinances. CORISTRUCTIOPI,LIEN L�►�1l(Chapter Y13, Elorida Stafutes, as amended): If valuation of work is$2,5OO.OU or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien La.w—Homeowner's Protecfion Guide" prepared by the Florida Department of Agriculture �nd Consumer Affairs. If the applicant is someorue other than the°owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver.it fo the"owner"prior to commencement. , GONTR�►CTOR'�/OWNER'S�4FFID�IVIT: I.certify that.all the information in this application is accurate and that.all work wiil be done in compiiance with all applicable laws regulating constru�tion, zoning and land development. Appiication us hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be per€ormed to meet standards of all laws regulating construction, County an�i City codeso zoning regulations, and land developmen4 regulations in the jurisdiction. I also . certify tliat I understand that the�regulations of ottier government agencies may appiy to the intended work, and that it us my responsibility to identify what actions I must take to be in compliance. �uch agencies include but are not limited to: - Deparfiment of Environmental Protection-Cypress Bayheads, Wetland Areas and Erivironmentally Sensitive Lands, llllaterMlastewater Treatrrment. - Southwest Florida Wate� Management Dosfrict-Wells, Cypress �ayheads; Wetland Areas, Altering Watercourses: � , - Army Corps of Engineers-Seawalls, Docks, Naerigable Watenruays. - Departrnent of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. � , I undersfand that the following restrictions apply to the use of fill:� - ' � `::��Use of.fill is not.alloinred in Flood Zone"V"unless expressly permit�ed. ' - ;:�'-If';the fill material is to be used in Flood Zone "A", it os under5tood that a drainage plan addressing a " "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer li�ensed by the State of Florida. , - - If the fill material is. ta be used in Flood Zone "A" in connection with a permitted building using sterri anrall construction, I certify that fill will be used only to fill the area within,the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect. adjacent ' prope�ties. if use�of fill is found to adversely affect�a,djacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the�1GENT FOFt THE O�iIP1ER, I Promise in good faith to inform�th�e owner of fhe permitting conditions set forth in this affidavit prior to commencing const�uction. I understand that a separate permit may be required for electrical work, plumbing, s'igns, wells, pools, air conditioning, gas, or other installations not specifically included in�the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to,violate; canc�l, alter, or set aside any p�ovisions of the technical codes, nor shaEl issuance of a permit prevent the Buildir�g Official from thereafter requiring a correction of errors in plans, construction or violations of ar�y codes. Ev�ry permit issued shall become.invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the Permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension may be �equested, in writing, from the�Bu,ilding �OfFcial for a period not to exceed ninety (9p) days and will demonstrate justifiable cause for the extension. If�work ceases for ninety(90)consecutive days,th�job is considered abandoned. WAtZIVI1VG TO OlfVfdER: YOUR FAIWRE�'�O RECORD,�► iVOTI�E OF C�MNIEPICEMENT BAA°tf iZESiJLY IPl Y�Ui� I p�►VING"�1NICE FOR IMPROVEMENTS TO YOl1Et PROPER'fY. IF YO.0 INTEND TO OBTAIN FINANCING, CONSULT Iflll'PH YOUR LEiVDER OR�1N A'T"I'ORNEY BEFOFZE OZEGORDING YOUR NOTIC�OE CAMME,NGEIIAIENT. Y_ � ;__ _ _ FLORIDA-JURAT(F:S 117.03) • _ __- ,„ (( �_yri.��.;/�� '.j:Txl`'irL;`.':"s��'�'al�'a��i�v;i`��i`•Y.:i?:s,l.��z"d'. �l /y��;��:i':["';':.=:'. 4.,Se:.,;sr,:;,,.:.a,,.. p� _� 'VLI�. ��t �'�.,,�il,i:.�T � ,1 r'':i<�� l: ' - O '�ER�(.,1t1•AGE111i'�-'�� .�U`',. r;�::i�,;r��.-�i'CbNTRACTOR�'�'" (`� FJGI�``��,-;_� jf �;:r.:�.,;�-�.:�:._-... . _ � �u ed and swor (or ' rmed etore e th' Su �c� i Pand bwum. (- a rrn� bef m this ��' � by rlq 0�- �G�l.c.11;Uc� y -Z(Q. CA cclz.�v� . ;_: Who is/are personally kno to me or haslhave produced W o is/are personally kno to me or has/have produced — • as identification. - as identiflcation. IVotary Public Notary Pubiic Commission � ` ` � " Commission No. • � � " �� 5 m� S � m� N , T , Name of Nota - " ppubq� .� ��''�, CNAO S;R1fMAN� ;`ip` � �� CHAD S RYMAN _� ;� Not�ry PiibNc-SW�M Flaid� . ..: Not�ry Public-St�te of Florfd� ' 1� � Commisalon I�FF 191957- s�y o,; Commlasion�FF 191987 . %'„o��d;A'� My Comm.Expfres Jan 21�,2018 '•��;��:•• Niy Comm.Expires Jan 21,2019 _�. ,.. ,.. .. ,.� _ . . � • „ �, = q .� ._V ~ " E 1. S, 5, ,, 1`Y City of Zephyrhills BUILI�INCi PI, AN REVIEW COMMENTS Contractor/Homeowner: �� Date Re�eived: � (D� ��-��, . Site: . �j /� �(�� Permit Type: �� T < /�u,�l�v- ' . t�pproved w/rio cflmments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ � � . J This comment sheet s be k with the perniit andJor plans. _ � � � . , Kalvin Switzer— � x ' er Date Contractor andlor Homeowner � : (I�equired when comments aze present) � � iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiit�iiiii�iiiiiiiiiiiiiiiii 2016099102 PertnitNo. ParcellDNoba-�l�-al -oo�o -oo�� -oa�o 7, NOTICE OF COMMENCEMENT State of ��V�� COUnty ot �Q�`O THE UNDERSIGNED hereby g'rves notice thal improvement will be matle ta certein real property,and In accoraance wilh Chapter 713,Florida Sletutes, the follo+Mng IMomtatlon Is provlded In thls NoUce o1 Commencement )� ['` �1/ 1, DescriptlonofProperty: Parcellden/t,ifi'catlonNo. ��-�W'"OOVO��O�UO��d�L'O StreelAddress: �n�l5 �v�� /(t"II��S FI 3354d 2. Gerteral Descripdon of Imp ovement �2c�r � �f rc-�� - � 3. Ormer Int atlon or Lessee IMortnetion ii the I�ssee conlraded for the Improvement: et Z U � � r��.�4i eu,�J Ct��c S l�i l�q rV1 � w� � � 375�'�1el1�1ec�dow Ck�. �-�-�i 7�11y�M�il s ;� I 335�I1 t�.a��o�� ; Address Cil�r—' State � ` �� .� �� Interest in Property: �- ��= W � W H Name oi Fee Simpte Tilleholder. � �_�J � � (If dlffereM hom Ovmer Ilsted above) � Q�F, �Q � Address /� Clty Stale �° �u^Q'-U � 4. Contrador: , mCiOti I Ul�t-f(1 ��I C " � x O O� p,�a Ne � �113 S �1 ��hvrh�c► , �� 33��t � ��c� � Address �} I City State � �� ConVactors Teiephane No.. C�(� �� -�U�`' ��` —� , ��"�_1 Q � % � 5. Surety: � �2AS�� Q J Name �� ¢W Address Clry State �, �� Amount af BonA: $ Teiephone No.: � ��c� Q ��' � e. Lender � F" � Neme � C�jj 'Q��;� Q Address Clty Slate �(r(,Q}� '�- � " Lenders Teiephone•No: ��` a m I �e—¢—o� n- 7 Persons within the Slate of Florida designeted by Use owner upon vfiom nolices or olher dacimeMs may be serve0 as provided by I sea;on�is.is(�)(a)(�,Fiatda s�ewtes: � '� � li Name � � � =0 ., �� I +� � Add2ss City Stete ihr t � 7elephone N�anber of De6ignated Person� � ��° ''�� ,.Y.. � � 8. In add(tlon to himsett,the owner designates ��— @ � F�. � s � l o r e c e i v e a c o p y o i I h e L i e n o r s N o t i C e a s pr ovi d e d in S e c Son 713.1 3(1)(b),Florida Stalutes. , � Teiephone NumGer of Person or EnMy Designated by Owner: � , �' ,' � �°° ° . .,.�. 9, Expirellon date of Notice o(Commeru�meM(the expiratlon de[e mey not be betare tltie complef oJt on and final peymem to the �A�B conVador,but will be one year from lhe deta of recording unless a different date is specifie�: I c � �D I�� Q"� � WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE D(PIRATION OF THE N TICE OF COMMENCEMENT � 0 ' � ARE GONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN � RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS 70 YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE �� RECORDED AND P0.5TED ON THE JOB SITE BEFORE THE FIRS7 INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER ORAN ATfORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Under penatty af perjury,I declara lhet I have read lhe foregoing notiCe of commencement and Ihat Iha farts stated lhereln ate Vue to the best I of my knowledge and betief. I STATE OF FLORI DA ;i��y�.r! COUNTY OF PASCO , Signature of Oumer or L ,or O�wiers or Lessee's Authotlzed OfficerlDireelor/Partner anager Signatoys Tf�elOfilce �_ f The foregoing Iretrument v+as acknowledged befo2 me ttiis 22 day of.,�ji h , .20�by I/ 1�I�k� �l i��/?'Yl/�' as �W}J�� (type ot eulhority,e.g.,otflcer,trustee,attomey In fad)for (name of �aK of whom f�me�t�ecutc�. �YYI_ Personaliy Known�OR Produced IdenBflcellon❑ Notsry Slgnalure � ' tt'i �� Type of Identification Produced Name(Prirrt) ' LINDA MATTINGLY r+oTu�r COMMISSfON q FF90i796 , SUTEOF �PIRES Aug 24,2019 � FlOHlOA BONOEDTHROUGM Rll INSUPANCE COMVANy Repl:1781370 Rec: 10.00 , DS: 0.00 IT: 0.00 wpdatalbcsmaucecommencement_pd)53048 06/24/2016 K. D. K., Dply Clerk PRULR S 0'NEIL,Ph.D PRSCO CLERK B� COMPTROLLEF 06/24/201 12:08 m 1 of OR BK �38� P� 25 . 3 _ �s�c�,¢�+ .�.�=�J�—.�� a�j�'�� t�� , �,`� � 0 5 fa feefor cczdit c�d pracessing. 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'e�-��ut"�a.��;..��.T`"�f4�..'YaT '��`F,�JiLf6 I ��r�Ga�,�i�� f BCIS Home ( Log In � User Registration j Hot Topia ; Submit Surcharge j Stats&Facts j Publications � FBC Staff ; BCIS Site Map ; Links`; Search j li, �� BUS[�l�S , �� '� Professi ��I ��Product Approval �� :-a � .USER:Pu61ic User / � ��'��#I��EOi1 " .�.�. R�v�E��P� Hl't/4�\S . h Produc[Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail �f, o �� 1( ,) , ?� Ci 1T�� J11I�1 u�� .,�;,�� .,j��:--,--�-g Or�' ��,r�h .�,.'��:,.F;=y�: FL# 'FL568Q;Ft7.5-��n� P �;.;�c"^t+':..: '�,"z�� 'r:�..,< ., .:��-L:,._._, Application Type Revision Code Version 2014 Application Status Approved comments y�SHAI-�C�MpLY WRH Archived `� A��WOR COp�S Y � COD Product Manufacturer `:°=.GAF`�� FRORA�A u�EGTR�C C�'��NANC+ES Address/Phone/Email -�1��Ca~mpus Drive NAY��NAZEPHYRH��S�R� Parisppany, NJ 07054C'��F (973) 872-4421 lindareith@tri nityerd.com Authorized Signature Beth McSorley lindareith@trinityerd.com Technical Representative Beth McSorley (current) Address/Phone/Email 1 Campus Drive Parsippany, NJ 07054 (973) 872-4421 bmcsorley@gaf.com Quality Assurance Representative Address/Phone/Email Category Roofing ;.y.—:.._;:-�.�-,<- - --�� Subcategory �Modifleiiv'Bitumen;Roof_Sysfem_�1 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer :�'F Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Robert].M. Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date OS/06/2016 , Validated By John W. Knezevich, PE �' Validation Checklist- Hardcopy Received Certificate of Independence FL5680 R15 COI 2015 O1 COI Nieminen.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D6162 2000 ASTM D6163 2000 . ASTM D6164 2005 ASTM D6222 2008 FM 4470 1992 FM 4474 2004 TAS 114 2011 Equivalence of Product Standards Certified By � Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/06/2015 Date Validated 04/08/2015 Date Pending FBC Approval 04/12/2015 Date Approved 06/23/2015 Summa of Products FL# Model,Number or Name �Description 5680.1 GAF Modified Bitumen Roof Systems SBS and APP Modified Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No � FL5680 R15 II 2015 04 FINAL A1 ER GAF MB FL5680- Approved for use outside HVHZ:Yes R15.odf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-465 Created by Independent Third Party: Yes Other: 1.)The DP noted herein pertains to one specific Evaluation Reports system. Refer to the ER Appendix for all systems and max. � FL5680 R15 AE 2015 04 FINAL ER GAF MB FL5680- design pressures. 2.) Refer to ER Section 5 for Limits of Use. R15.odf , Created by Independent Third Party: Yes I��ek Pteat Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:856-487-1824 The State 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 pu6lic-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional rriail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees Iicensed under Chapter 455,F.S.must provide[he Department with an email address if they have one.The emails provided may 6e used for official communication with the licensee.However email addresses are pu6lic record.If you do not wish to supply a personal address,piease provide ihe Departrnen[with an ema(I address which can be made available to the public To detertnine if you are a licensee under Chapter 455,F.S.,please dick here. Product ApprovalAccepts: �0 Ec6K�{ � Sf=�.14TtFh'"4s ii C➢84C.5' ��°�''�' � �k�-�� " � T�II�JIT��E�� ' .. .. . . _ _ , . . . � . .� .. . . . . .. '.: r _,._. ,.,_., '_ ...�...�.�. ,� � . . ...y. J a.� APPENOIXIS:ATfACHINE,NT.REQUIREI4IENTS F,OR WIND;UPLIF[RESISTi4NCE""`_; -., , :" ` ,""= "-`s�, ` � " ..,:.-,.�..,,.,_.,...... .-.. ... �F.....: .,,: :... . . :_.,.__....,.. .. . ..,,.. _..._. •a,` - ,3.• ~t Table Deck Applicatlon Type Description Page lA Wood New,Reroof(Tear-Off) A-1 Bonded insulation,Bonded Roof Cover 4 16-1 Wood New,Reroof(Tear-Offl A-2 Mech.Attached Anchor5heet,Bonded Insulation,Bonded Roof Cover 5-8 16-2 Wood New,Reroof(Tear-Of�,Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 9-11 1C Wood New,Reroof(Tear-Of�,Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12 1D Wood New,Reroof(Tear-Offl,Recover C Mech.Attached Insulation,Bonded Roof Cover 12 1E Wood New,Reroof(Tear-Off),Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 13 %;1F=1;�� Wood New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 13-14 1F-2 Wood New,Reroof(Tear-Offl,Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 15 2A-1 Steel or Conc. New,Reroof(Tear-Of�,Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 16-22 2A-2 Steel or Conc. New,Reroof(Tear-Offl,Recover B-2 Mech.Attached Thermal Barrier,Bonded Temp Roof,Bonded Insulation,Bonded Roof Cover 23 28-1A Steel or Conc. New,Reroof(Tear-Offl,Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 24-32 2B-18 Steel or Conc. New,Reroof(Tear-Off),Recover C-1A Thermal Barrier with Vapor Barrier,Mech.Attached Insulation,Bonded Roof Cover • 33 28-2 Steel or Conc. New,Reroof(Tear-Offl,Recover C-2 Bonded and Mech.Attached Insulation,Bonded Roof Cover 33 2C Steel or Conc. New,Reroof(Tear-Of�,Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 34-37 3A-1 Concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover(ease Insulation Layer Only) 38-40 3A-2 Concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover(Base and Top Insulation Layers) 41-49 3A3 Concrete New,Reroof(Tear-Offl A-1a Bonded Temp Roof,Bonded Insulation,Bonded Roof Cover 50-52 3B Concrete New,Reroof(Tear-Offi) F Non-Insulated,Bonded Roof Cover 53 4A LWIC New,Reroof(Tear-Offl A-1 Bonded Insulation,Bonded Roof Cover 54-55 4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded insulation,Bonded Roof Cover 56 4C LWIC New,Reroof(Tear-Of� E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 57-59 4D LWIC New,Reroof(Tear-Offl F Non-Insulated,Bonded Roof Cover 59 SA CWF New,Reroof(Tear-Of� A-1 Bonded Insulation,Bonded Roof Cover 60 SB CWF New,Reroof(Tear-Offl A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 61 SC CWF New,Reroof(Tear-Of� E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 62 6A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 63 6B Gypsum Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 63 6C Gypsum Reroof(Tear-Off) C Mech.Attached Insulation,Bonded Roof Cover 64 6D Gypsum Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 64-65 7A-1 Various Recover A-1 Bonded Insulation,Bonded Roof Cover(Base Insulation Layer Only) 66-69 7A-2 Various Recover A-1 8onded Insulation,Bonded Roof Cover(Base and Top Insulation Layers) 70-76 Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R15 for FL5680-R15 Certificate of Authorization#9503 Revision 15:04/06/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 76 . � . l�R�l��ERD ' The followins notes applv to the svstems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requfrements to the satisfaction of the aH1. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted,fasteners and stress plates for insulation or base sheet attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: ➢ Wood: Drill-Tec#12 Fastener or Drill-Tec#14 Fastener with Drill-Tec 3"Standard Steel Plate,Drill-Tec 3"Steel Plate or Drill-Tec AccuTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate(insulation only),Drill-Tec ASAP 35 or Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3"Metal Plate. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. ➢ Steel: Drill-Tec k12 Fastener,Drili-Tec#14 Fastener or Drill-Tec XHD Fastener with Drill-Tec 3"Standard Steel Plate,Drill-Tec 3"Steel Plate or Drill-Tec AccuTrac Flat Plate or Drill-TecAccuTrec Recessed Plate(insulation only);Drill-Tec ASAP 35;Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3"Metai Plate;Drill-Tec Extre Heavy Duty ASAP Roofing Fastener-Insulation. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. ➢ Concrete: Drill-Tec#14 Fastener or Drill-Tec CD-10 with Drill-Tec 3"Standard Steel Plate,Drill-Tec 3"Steel Plate or Drill-Tec AccuTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate(insulation only)or Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3"Metal Piate. Minimum 1-inch embedment into pilot hole in accordance with the fastener manufacturers published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurete, polystyrene, wood fiberboard, perlite,gypsum-based roof board or mineral wool roof board that meets the QA requirements of F.A.C.Rule 61G203 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC 2603.4.1 or 2603.6,when installed with the roof cover. VersaShield�SoloTM'Fire-Resistant Slip Sheet may be used as a non-load-bearing,fire-barrier slip-sheet component within any system outlined herein. 4. Minimum 20D psi,minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover),whereby the base sheet fasteners are installed through the LWIC to engage the structurel steel or concrete deck. The structurel deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Unless otherwise noted,insulation adhesive application retes are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ Hot asphalt(HA): Full coverage at 25-30 Ibs/square > OMG OlyBond 500(OB500): Continuous 0.75-inch wide ribbons, 12-inch o.c.using PaceCart or SpotShot. Note: OlyBond Classic or OlyBond SOD Green may 6e used where OlyBond S00 is referenced. ➢ GAF LRF Adhesive M(LRF-M): Continuous 1-inch wide ribbons,12-inch o.c ➢ ADCO Millennium One-Step Foamable Adhesive(M-OSFA): Continuous 1-inch wide ribbons,12-inch o.c. ➢ GAF 2-Part Roofing Adhesive(GAF 2-Part): Continuous 2.5 to 3-inch wide ribbons,12-inch o.c.Note:3M CR-20 moy be used where GAF2-Part is referenced. ➢ Note: When mult(ple layers(s)of insulation and/or coverboard are installed in rib6on-applied adhesive,adhesive ribbons shall be staggered from layer-to-layer a distance of one-half tfle ri66on spacing. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insu/atlon board shafl be not fess than one-half the specified rib6ons spacing. 6. Unless otherwfse noted,all insulatfons are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurete at the foilowing thickness limitations may be substituted with the following Maximum Design Pressure(MDP)limitations. In no case shali these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table. � ➢ Hot asphalt(HA): MDP -240.0 psf (Min.0.5-inch thick) ➢ OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-inch thick EnergyGuard RH or RN) ➢ OMG OlyBond 500(OB500): MDP -485.0 psf (Min.0.5-inch thick EnergyGuard RA) ➢ GAF 2-Part Roofing Adhesive(GAF 2-Part): MDP -117.5 psf (Min.1.0-inch thick) 7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 8. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements. 9. For fuliy bonded assemblies,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis(s permitted. 10. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrewal resistance. A qualified design professional shall revfew the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or AN51/SPRI FX-1. Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R15 for FL5680-R15 Certificate of Authorization#9503 Revision 15:04/06/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 76 ' ,. � ��JIT�Y�ER.� � 11. For existing substrates in a bonded recover installation,the existing roof surfa�e shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52 or ANSI/SPRI IA-1. , 12. For Recover Applications using System Type D,the insulation is optional. Alternatively,min.0.5-inch EnergyGuard Polyiso Insulation, EnergyGuard RA, EnergyGuard RH, EnergyGuard RN or EnergyGuard Ultra, , Structodek High Density Fiberboard Roof Insulation,EnergyGuard RH HD Polyiso Insulation,EnergyGuard HD Polyiso Insulation or EnergyGuard HD Plus Polyiso Insulation or min.0.25-inch Dens Deck,Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat Roof Board may be used as a separetor board prior to base sheet installation. The existing roof system shall be suitable for a recover application. The separator component shail be documented as meeting fBC 1505.1 and,for foam plastic,FBC 2603.4.1 or 2603.6,when installed with the roof cover in Recover applications. 13. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. Reference Layer Material Application gp_qq Base: GAFGLAS tf75 Base Sheet,Tri-Ply#75 Base Sheet,GAFGLAS q80 Ultima Base Sheet Hot asphalt at 25 Ibs/square. (Base/Ply sheets,Asphalt-Applied) Ply: One or more plies GAFGLAS Ply 4,Trl-Ply Ply 4,GAFGLAS FlexPly 6 MatrixT"102 SBS Membrane Adhesive BP-CA Base: GAFGLAS t175 Base Sheet,Tri-Ply tt75 Base Sheet (jormerly known as TOPCOAT MATR/X 102 (Base/Ply sheets,Cold-Applied) SBS Mem6raneAdhesiveJ at 1.5 gal/sq. B-LL Base: GAFGLAS Stratavent Perforated Venting Base Sheet loose laid (Base sheet,Loose-Laid) Base or Ply: One or two plies Ruberoid 20 Smooth,Ruberoid Mop Smooth,Ruberoid Mop Smooth 1.5,Ruberoid Mop Plus Smooth SBS-AA Ruberoid 30 Granule,Ruberofd 30 Grenule FR,Ruberoid EnergyCap 30 Granule FR,Ruberoid Mop Smooth,Ruberoid Mop Hot asphalt at 25 Ibs/square. (SBS,Asphalt-Applied) Cap: Smooth 1.5,Ruberoid Mop Plus Smooth,Ruberoid Mop Granule FR,Ruberoid Mop Granule,Tri-Ply SBS Granule,Intec Flex PRF,Ruberoid Mop Plus Granule FR,Ruberoid Mop Plus Granule,Ruberoid EnergyCap Mop Pius Granule FR SBS-CA Base or Ply: Ruberoid 20 Smooth Matrix'"102 SBS Membrene Adhesive (SBS,Cold-Applied,Matrix'"'102 585 Ruberoid 30 Granule FR,Ruberoid EnergyCap 30 Granule FR,Ruberofd Mop Granule FR,Ruberoid Mop Plus Granule FR, (formerly known as TOPCOAT MATRIX 102 Memhrene Adhesive) �ap' Ruberoid EnergyCap Mop Plus Granule FR SBS MembraneAdhesiveJ at 1.5 gal/sq. Matrix'"'101 Premium SBS Membrene SBS-CA-1 Base: Ruberoid 20 Smooth or Ruberoid Mop Smooth 1.5 Adhesive(formerly known as TOPCOAT (585,Cold-Applied,Matrix`"101 MATRIX Majorbond Modified Bltumen Premium SBS Membrane Adhesive) �aP: Ruberold 30 Granule FR,Ruberoid EnergyCap 30 Granule FR,Ruberoid Mop Plus Granule FR,Ruberoid EnergyCap Mop MembraneAdhesive)at 1.5-2.0 Plus Granule FR gal/square Base or Ply: One or[wo plies Ruberoid HW 25 Smooth,Ruberoid HW Smooth 585-TA (SBS,Torch-Applied) Cap; Ruberoid HW Granule,Ruberoid HW Grenule FR,Ruberoid HW Plus Gronule,Ruberoid HW Plus Granule FR,Ruberoid EnergyCap HW Plus Grenule FR Torch applied Base or Ply: One or two plies Ruberoid Torch Smooth,Tri-Ply APP Smooth APP-TA (APP,Torch-Applied) Cap: Ruberofd Torch Granule,Tri-Ply APP Granule,Ruberoid Torch Plus Granule FR,Ruberoid EnergyCap Torch Granule FR, Ruberofd EnergyCap Torch Plus Granule FR Base or Ply: Liberty SBS Self-Adherfng Base/Ply Sheet SBS-SA(self-adhering) Self-adhered Cap Liberty SBS Self-Adhering Cap Sheet 14. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R15 for FL5680-R15 Certificate of Authorization q9503 Revfsion 15:04/06/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 76 , � �f R:I�LTY�E�a . TABLE SF-1: WOOD DECKS-NEW CONSTRUCTION oe REROOF(Teae-OFF) SYSTEM 7YPE E: NON-INSULATED,Il/IECHANICALY FASTEDED BASE SHEET,BONDED ROOF C�VER System Deck(See fVote 1) Base Slieet Roof Cover MDP No. Type Faster Attachment Piy Cap (psf) SBS-AA, Min.19/32-inch GAFGLAS#75 Base Sheet,Tri-Piy H75 Base Sheet,GAFGLAS#80 32 ga.,1-5/8-inch dia.tin 9-inch o.c.at min.4-inch laps and 9-inch BP_� SBS- SBS-TA, W-47. plywood at max. Ultima Base Sheet,GAFGLAS Stratavent Nailable Venting Base caps with 11 ga.annular o.c.in two,equally spaced,staggered � SBS-CA, 'S2.5 24-inch span Sheet,Ruberoid 20 Smooth ring shank nails center rows APP-TA Min.19/32-inch GAFGLAS#80 Ultima Base Sheet,GAFGLAS Stretavent 32 ga.,1-5/8-inch dia.tin 9-inch o.c.at min.4-inch laps and 9-inch �Optional) W-48. plywood at max. Eliminator Nailable Venting Base Sheet,Ru6eroid 20 Smooth, caps with 11 ga.annular o.c.in two,equally spaced,staggered APP TA APP-TA -60.0 24-inch span Ruberoid Mop Smooth,Ruberoid Mop Smooth 1.5 ring shank nails center rows Min.19/32-inch GAFGLAS#80 Ultima Base Sheet,GAFGLAS Stratavent 32 ga.,1-5/8-inch dia.tin 8-inch o.c.at min.4-inch laps and 8-inch (Optional) W-49. plywood at max. Eliminator Nailable Venting Base Sheet,Ruberoid 20 Smooth, caps with 12 ga.annular o.c.at three,equally spaced,staggered BP-AA,SBS- SBS-AA -75.0 24-inch span Ruberoid Mop Smooth,Ruberoid Mop Smooth 1.5 ring shank nails center rows AA Min.19/32-inch GAFGLAS#80 Ultima Base Sheet,GAFGLAS Stratavent 32 ga.,l-5/8-inch dia.tin 7-inch o.c.at min.4-inch laps and 7-inch SBS-AA, W-50. plywood at max. Eliminator Nailable Venting Base Sheet,Ruberoid 20 Smooth, caps with 11 ga.annular o.c.in three,equally spaced,staggered BP"�`�SBS- SBS-TA, 82 5 24-inch span Ruberoid Mop Smooth,Ruberoid Mop Smooth 1.5 ring shank nails center rows AA SBS-CA, ..,, .,.,,.. .. , �_ . .. APP-TA ,..<. , ,..... , ... ,�.. ,:5��-AoH�tiNcSv§Te�ns: , ,_ ..... . ., ' �=�sn �;' ;'' ,, .t, :F�;•::� .�jd'.'` ;;- ..`,�/; Min.19/32-inch 32 ga.,1-5/8-inch dia.tin 9-inch o.c.at min.4-inch laps and 9-inch , SBS-SA, W-51. plywood at max, Liberty SBS Mechanically Attached Base Sheet caps with 11 ga.annular o.c.in two,equally spaced,staggered �Optional) SBS-TA or -37.5 24-inch span ring shank nails center rows SBS-SA APP TA ,_,., ;, Min.15/32-inch 32 ga.,l-5/8-inch dia.tin 8-inch o.c.at min.3-inch laps and 8-inch SBS-SA, "•':W'=52:;`� I ood at max. Libert SBS Mechanicall Attached Base Sheet ca s with 11 a.annular o.c.in three,e uall s aced,sta ered (Optional) SBS-TA or -45.0 - ,. _ P YW Y Y P 6 9 Y P gg SBS-SA _"", 24-inch span ring shank nails center rows APP-TA Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R15 for FL5680-R15 Certificate of Authorization#9503 Revision 15:04/06/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 14 of 76 � ^K.z—�"�;,��;� �:.x.:.s%�„:w N':'-„;�•F':�:�,tF';',��i;»'�rr�::,v�:;;�,�y,. ,"9N:ryf,it";,e�#,,,,,._,.-^.��,.,,n�rcre�;,+,�'•� ��a':3:,''�p,'3;,� - , -L .`9`;;�c :'S,:v�Ytq': ,Y,.�," ="i��.m .�'�",�;: �„�> .y`!i'i: 'sR,� +'.'?vk:�.�%SY^wti: .rL' rt-�Jr..• ro,.ti; ';��(�1.� .,}:;�,. 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",�=�'7,-_�:.2 «��d°V:t�'. .�..1�..��'�'t� ,a _ � S .Jt"e�.."`.:�Z:..+..,_...�li�»�W� ��a�u��;e�� BCIS Home `� Log In � User Registratlon ; Hot Topics ' Submit Surcharge j Stats&Factr � Publications ; FBC Staff j BCIS Site Map � Lfnks ` Search ` Bus'rnes �� ,;,:;K�� Professi n�ai "� ��D ProductApprovai �;� $''�USER: Public User 4�s>s� � ��I��C�n � -�- ( �'� , �i . Product Approval Men_u>Product or Aoolicztion Searth>Aoplication List>Application Detail ` (� , .... , 'K,G?,,.�,,,?t '?"h"�b Y�:`T:�¢,�;5�.—^-- �.'"'v c`'1C� �� H1l��V ��.��-x.�'��M�Yy�r�� FL# 4�>��.FL:10124.�R15��Gv G � EP (C.� �::.�:��':�'.':�;:�..�:`",�.��'�'�', � � �1 R�.�� Application Type Revision �� v��1'�� w� ��V. Code Version 2014 @��v Application Status Approved Comments Archived w_ �`CD�PLY�J�J{TH __,.,-a K SH �{J� A�I. CODE Product Manufacturer '�%=;:GAF:a PRE AL1NG �NG CODE+ ANp Address/Phone/Email e�`�"i Campus or�ve ��R►pA��CTRIGCO�E' CES Parisppany, N� o�os��ATIpNpLE HYRH1I.�SOF�D�NPd`I (973) 872-4421 `-�pF ZEP lindareith@trinityerd.�eM ' Authorized Signature Beth McSorley I i nda rei th @tri nityerd.com Technical Representative Beth McSorley(current) Address/Phone/Email 1 Campus Drive Parsippany, NJ 07054 (973) 572-4421 bmcsoriey@gaf.com • Quality Assurance Representative Address/Phone/Email Category w„�Roofing,--<,�-,_,�;�_,�� Subcategory ;<>AspFialt'�Sliingles�.;; Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i+r Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurence Entity UL LLC Quality Assurance Contract Expiration Date 11/21/2015 Validated By ]ohn W. Knezevich, PE I °�: Validation Checklist- Hardcopy Received Certificate of Independence FL10124 R15 COI 2015 Ol COI Nieminen.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 II TAS 107 1995 I Equivalence of Product Standards Certified By Sections from the Code : s • - Product Approval Method Method 1 Option D Date Submitted 03/31/2015 Date Validated 04/08/2015 Date Pending FBC Approval 04/12/2015 Date Approved 06/23/2015 Summa of Products FL# �Model,Number or Name Description � 10124.1 �GAF Asphalt Roof Shingles E Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge I asphalt shingles Limits of Use �Installation Instructions � Approved for use in HVHZ: No t FL10124 R15 II 2015 03 FINAL ER GAF Asqhalt � 1 Approved for use outside HVHZ:Yes Shinales FL10124-R15.adf . � Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 I Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section 5. Evaluation Reports I FL10124 R15 AE 2015 03 FINAL ER GAF Asphalt L _ �Shinales FL10124-R15.odf Created by Independent Third Party: Yes sac�c N.xst Contad Us:: 194D NortFi Monroe Street,Taliahassee FL 32399 Phone: 650-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida. :: Privacv Statement::Accessibilitv Statement::Refund Statement Under Florida law,emafl addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a � personal address,please provide the Department with an emall address which can be made available to the public To detertnine if you are a Ilcensee under Chapter '� � 455,F.S.,please dick here. 'i Product Approval Accepts: ' � � �:n�k � I SeCtrriLYa:�r�a.Cs• 'k _ l . .. • EXTERIOR RESEARCH& DESIGN, LLC. Certificate of Authorization#9503 353 CHRISTIAN STREET,UNIT#13 �� t�� PHONEf(0�3)620-9245 FAX:(203)262-9243 EVALUATION REPORT GAF Evaluation Report 01506.01.08-R17 1 Campus Drive FL10124-R15 Parsippany, NJ 07054 Date of Issuance:01/03/2008 Revision 17:03/31/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5`h Edition (2014) Florida Building Code sections noted herein. DESCRIPTIOM: 6AF Asphalt Roof Shingles I ' LaeeuN�: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted � herein. CONTINUED COMPLIAIUCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity�ERD requires a complete review of this � , Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity�ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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. �'I This Evaluation Report consists of pages 1 through 5. �! Prepared by. `',1�{bRCIlq�r��'r ' ,�S��1�.�;J`��ie ��.�.�Py�,�'i i 1•c•:',.�^••i ��C 1\0 �1�°°'_ ,'� , ' :�� y - ,t� ��SF�=�,�:,:G: � �� ;.•�1� <>� �,�. �i��n��C:f'r.=� ' r F��. The facslmile seal appeartng was authorized by Robert Nieminen, Robert J.M.Nieminen P.E. '�•,s��::�"`''ti��. I � t�:��;1L��`�' P.E.on 03/31/2015.This does not serve as an electronlcallysigned Florida Registrotion No.59166�FIO�IfIO DCA ANEI983 document.Signed,sealed hardcopies have been transmitted to the Product Approval Admfnfstrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity�ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity�ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E.does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E.does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity�ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any I project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained � specifically for that purpose. � .! � ��ikP�. �TfR1l�1�'`�ER� ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Pro e Standard Year 1507.2.5,R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2008 1507.2.7.1,R905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: Enti Examination Reference Date GAF(PDM 1915) Letter of Equivalency SeaI-A-Ridge Impad Resistant IR 01/13/2012 PRI(TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI(TST 5878) ASTM D3462 GAF-080-02-01 OS/25/2005 PRI(TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013 UL(TST 1740) ASTM D3462 93NK6295 11/29/1993 UL(TST 1740) ASTM D3462 99NK43835 01/12/2000 UL(TST 1740) TAS 107 94NK9632 03/29/2000 UL(TST 1740) ASTM D3462 01NK06632 02/02/2001 UL�TST 1740) ASTM D3161,TA5 107 01NK9226 05/21/2001 UL(TST 1740) ASTM D3161 O1NK37122 12/18/2001 UL(TST 1740) ASTM D3462 O1NK37122 12/19/2001 UL(TST 1740) ASTM D3161,TA5107 02NK12980 04/10/2002 UL(TST 1740) ASTM D3161,TAS 107 02NK30871 09/09/2002 UL(TST 1740) ASTM D3161 03CA5367 03/11/2003 UL�TST 1740) ASTM D3462 03NK26444 10/17/2003 UL(TST 1740) ASTM D3462 04NK13850 06/07/2004 UL(TST 1740) ASTM D3161 04NK13850 06/23/2004 UL(TST 1740) ASTM D3161 04NK30546 03/10/2005 UL(TST 1740} ASTM D3462 04NK22009 05/06/2005 UL(TST 1740) ASTM D3161 04NK22009 OS/09/2005 UL(TST 1740) ASTM D3462 05NK27924 02/10/2006 UL(TST 1740) ASTM D3161 OSNK27924 02/11/2006 UL(TST 1740) ASTM D3161,D3462 06CA18077 06/OS/2006 UL(TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006 UL(TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006 UL(TST 1740) ASTM D3462 06CA31603 12/O1/2006 UL(TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006 Ul(TST 1740) ASTM D3161 07NK05228 03/13/2007 UL(TST 1740) ASTM D3161 06CA31611 04/04/2007 UL(TST 1740) ASTM D3161 06CA61148 04/09/2007 UL(TST 1740) ASTM D3161,D3462 07CA31742 11/08/2007 UL(TST 1740) ASTM D3161,D7158,D3462 OSCA06100 03/13/2008 UL(TST 1740) ASTM D3161,D3462 07CA55908 04/01/2008 UL(TST 1740) ASTM D3161,D3462 09CA10592 03/26/2009 UL(TST 1740) ASTM D3161,D3462 09CA06856 OS/15/2009 UL(TST 1740) ASTM D3161,D7158,D3462 09NK06647 OS/Ol/Z009 UL(TST 1740) ASTM D3161,D7158,D3462 09CA27281 08/27/2009 UL(TST 1740) ASTM D3161,D7158,D3462 10CA35554 03/OS/2010 UL(TST 1740) ASTM D3161,D7158,D3462 10CA13686 OS/15/2010 UL(TST 1740) ASTM D3462 10CA07264 OS/27/2010 UL(TST 1740) ASTM D3462 10CA11953 10/29/2010 UL(TST 1740) ASTM D3161,D7158,D3462 lONK11951 10/30/2010 UL(TST 1740) ASTM D3261,D7158,D3462 lONK12070 11/04/2010 UL(TST 1740) ASTM D3161,D7158,D3462 08CA06100 Ol/30/2010 Exteriar Research and Design,LLC. Evaluation Report 01506.01.08-R17 Certificate ofAuthorization#9503 FL10124R15 Revision 17:03/31/2015 , Page 2 of 5 � 1��If�l?`��E�� Enti Examination Reference Date UL(TST 1740) ASTM D3161,D7158,D3462 lOCA53934 03/31/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48924 10/22/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA47919 12/03/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48408 12/O8/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48725 12/09/2011 UL,LLC.(TST 9628) ASTM D3462 12CA34891 10/12/2012 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 12CA58151 02/15/2013 UL,LLC.(TST 9628) ASTM D3161 12CA38083 02/26/2013 UL,LLC.(TST 9628) ASTM D3161 13CA32332 06/18/2013 I UL,LLC.(TST 9628) ASTM D3161 13CA37934 08/02/2013 , UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Mobile,AL 11/21/2014 I UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Myerstown,PA 02/06/2015 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Tuscaloosa,AL 02/20/2015 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Michigan Cty,IN 02/19/2015 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Shafter,CA 01/OS/2015 � UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Savannah,GA 02/23/2015 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Minneapolis,MN 02/16/2015 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Mt.Vernon,IN 02/10/2015 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Baltimore,MD 02/11/2015 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Tampa,FL 03/05/2015 UL LLC. UA 9625 ualit Control Ins e ' 0 21 D (Q ) Q y p ction Rep rt,R , allas,TX 02/25/2015 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Ennis,TX 03/07/2015 I UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Fontana,CA 03/02/2015 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shin�les: 4.1.1 Marquis�WeatherMax�,Royal Sovereign�and Sentinel�are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 Camelot�, Camelot� II, Country Mansion° II, Grand Canyon�, Grand Sequoia�, Grand Sequoia� IR, Monaco�, Sienna�, Timberline American Harvest°, Timberline� ArmorShield'"" II, Timberline� Natural Shadow°, Timberline HD�, Timberline� Cool Series, Timberline Ultra HD� and Woodland� are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 Slateline�is a fiberglass reinforced 5-tab asphalt roof shingle. 4.2 Hip'&Ridse Shin�les: 4.2.1 SeaI-A-Ridge�Ridge Cap Shingles,SeaI-A-Ridge�IR Impact-Resistant Ridge Cap Shingles and Timbertex�Premium Ridge Cap Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles. � 4.3 Starter Strips: ' 4.3.1 Pro-Start� Starter Strip Shingles and WeatherBlockerTM' Premium Eave/Rake Starter Strip are starter strips for asphalt roof shingles. ' 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity�ERD nor Robert Nieminen, P.E. are, in any way, the Designer of ', Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. I 5.4 Wind Classification: ��, 5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161,Class F and/or ASTM D7158,Class H,indicating the shingles are acceptable for us in all wind zones up to , Vasa=150 mph(V„i�=194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161,Class F,indicating the shingles are acceptable for us in all wind zones up to Vasd=150 mph (V�ic=194 mph). Refer to Section 6 for installation reyuirements to meet this wind rating. Exterior Research and Design,LLC. Evaluation Report 01506.01.08-R17 Certificate of Authorization#9503 FL10124-R15 � Revision 17:03/31/2015 Page 3 of 5 . •,� - - �� : , ,E�D �� 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C.Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3,per FBC Sections 1507.2.3,1507.2.4 or R905.2.3. 6.2 Starter Shingles: 6.2.1 Installation of Pro-Start Starter Strip Shingles and WeatherBlocker Premium Eave/Rake Starter Strip shall comply with the manufacturer's current published instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4)nails per shingle in accordance with FBC Sections 1507.2 or R905.2,with the following exceptions: ➢ Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia lR, and Woodland require minimum five (5) nails pershingle. ➢ Slateline requires minimum six(6)nails per shingle. 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal,special methods of fastening are required. Contact the shingle manufacturer for details. 6.4 Hip&Ridge Shingles: 6.4.1 Installation of SeaI-A-Ridge Ridge Cap Shingles and SeaI-A-Ridge IR Impact-Resistant Ridge Cap Shingles shall comply with the manufacturers current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter beads of Henkel"Loctite PL S30 Roof&Flashing Sealant". 11,5" - �Sealai�t j^ (292 mm)� t" Seilante �25 mm� t25 mm� Enduit d'etancheite `�4�5 . �rt'r 3�'. ;J�. _ :�S''. �S�A'=9 i ``'�.'li.� �'�iJ � >` `S'ri•,' �< _ �?a ',,��:.`' _ •' ' � �'�.�: � , • �9: ' 1 '�. _ .Z.:� . � �.rr.tW�t'. I� } w��.�m.w::.si.,.i.w..'<.....�::.._......4...-w. �"G� I � �� {3D5 mm) Nait Clavo 65;8".-75/8" Clouer (168-i94 mm) i - �2tt . (8o5:mmj— Exterior Research and Design,LLC. 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P . �o„ � �"4�,�-K� {k - �'t�s�t} �.�5 �... a.w, N � .:s';'a-�:�lt,SC� ' :_�:�»..:,-`:,.a'vv3"`+�ry�.";+.",,-.�. �.ti•;�,4:;��,.:�.C'„ .;f: %,�'',S"''"3�, :;.,.k-.'i1 ?:y-, r.7.. �. _.su„ �.,.,.w - ::,.c a., . . . , „ . ..,. ., .. .—., ` �°' .-.,..�,'?'.w',?,�!.:<r'.Lxaa'a,t�.:�:-�«.�n_a,>•' .�i�,�rf;�y.,e,:'�.y;_±...;.�;r- .:ri4.n.,,'�F.�fE,,!t:w h^�_;ri.{,?;,�,w,..:�G.?° .C,r•;�i�.:��Y"i7i��°. .,R �{�;c�p�f`� ..3[��y.`�',.'_.�"'f..'�",... .h�- .a,..,.", '�+' ✓ _f � .,....� �dY��b 1 '.s�a�P.�..xs�.�:�,�� '�T��Gl�isa��(�'�i,�1 BQS Home � Log In � User Regist2tion � Hot Topics � Su6mR Surcharge � SLaLs&Fac[s F Publica[lons � FBC Staff � BCIS Stte Map � Links y Search � Wu ��R' Busines �-� Professi �r�) 'i�3g �� Product Approval �,� USER:Puhlfc User �i�(�L1��1p1� Product Aooroval Menu>Produc[or Aoolication Search>Aooikation Lis[>Application Detail `" �• "'y'i.��,`PL`':fL+,,•/" — '��=�aia`'�ov',�-'.�3,n-R'xt�'�Nxt;�'-`i:M FL# `::�iF.L15487-R5T4� n' -"�`°`'�''`� �'��{�� ApplicationType -"�Revi iori��, Code Verslon 2014 Application Status Approved Comments Archived � Product Manufacturer :,+�.;GAF� Address/Phone/Email �"1�Campus Drive Parisppany,Nl 07054 (973)872-4421 I inda reith@trinityerd.com Authorized Signature Beth McSorley I indareith@trinftyerd.com Technical Representadve Beth McSorley(current) Address/Phone/Email 1 Campus Drive Parsippany,NJ 07054 (973)872-4421 bmcsorley@gaf.com Quality Assurance Representatiye Address/Phone/Email Category �„_Roofinfg�� _ Subcategory ;;�€4:Unile�layments'c� �:� ....v�:_-�,_,.--_.�!`"�`.�� Compiiance Method Evaluation Report from a Florida Registered Architect or a Licensed Fiorida Professional Engineer � Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurence Entity UL LLC Quality Assurence Contract Expiretion Date 10/22/2016 Validated By )ohn W.Knezevich,PE 0 Validation Checkitst-Hardcopy Received Certificate of Independence FL15487 RS COI 2015 01 COI Niem(nen odf Referenced Standard and Year(of SWndard) Equivalence of Produd Standards Certified By Sections from the Code 1507.2.3 1507.3.3 1507.5.3 1507.7.3 1507.8.3 1507.9.3 1507.9.5 Product Approval Method Method 2 Optlon B Date Submitted 04/06/2035 Date Validated 04/10/2015 Date Pending FBC Approval 04/15/2015 Date Approved 06/23/2015 iSummary of Products ;FL,.#,';�:�,".`:,�, Madel,Number or Name Description �;`j 1`SA67:1�<'c�l GAF Synthetic Roof Underlayments Synthetfc Roof Underlaymentr ��L'imitr of Use Installation Instructions i Approved far use in HVHZ:No FL15487 RS 1I 2015 04 FINAL ER GAF Svnthetic i Approved for use autside NVHZ:Yes Un la e ts L15 6 - 5. df i Impact Resistant:N/A Verified By:Robert Nieminen PE-59166 ; Design Pressure:NJA Created bylndependent Third Party:Yes i Other:Refer to ER Section 5 for Lfmits of Use. Evaluation Reports � FL15487 RS AE 2015 04 FINAL ER GAF Svnthe[ic � Underla ments FL15487-R5. df Created by Independent Third Party:Yes �� Contact Us::1940 North Monme Street.Taliahassee FL 32399 Phone:850-487-1824 The Sta[e of Florida is an AA/EEO employer.Convrioht 2007-2013 State of Florida.::Privacv Statemen[::AccessibiliN Sta[emenc::Refund Sta[ement Under Florida law,email addresses are puhlic records.If you do not want your e-mail address released in response to a public-records request,do no[send electronic mail to this entity.Instead,contact the o�ce by phone or 6y tradi[ional mail.If you have any questions,please contac[850.487.1395.EPursuant to Sec[lon 455.275 (1),Florida Statutes,effective October 1,2012,licensees Iicensed under Chapter 455,F.S.mus[provide the Departrnent wi[h an emall address if[hey have one.The emails provided may 6e used for official communication with the Iicensee.However emaii addresses are puhlic record.If you do not wish[o suppiy a personal address, please provide[he Departrnent with an email address which can he made available[o the puhlic.To de[ertnine if yau are a licensee under Chapter 455,F.S.,please cli[k here. Product Approvai Accepts: „� � eGhec( � sCCtirit +.st•reucs s EXTERIOR RESEARCN&pEStGN,LLC. Certificate of Authorization#9503 �c 353 CHRISTfAN STEtEET,tiNIT#13 � ' �I�� '�� OXFORD,CT 06478 PHCtNE:(203)262-9245 FAX:(203)262-9243 EVACUATIUN REPORT GAF Evaluatian Report 01506.03.12-R5 1 Campus Drive FL15487-R5 Parsippany, N1 07054 Date of issuance:04/23/2012 Revision 5:04/Q2/2015 ' $CQPE: This Evafuation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State af Flarida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Valume. The products described herein have been evaluateci for compliance with the 5`h Editian (2014) Flarida Bui3ding Code sections noted herein. _ DESCRIPTION: GAF Synthetic Roof Underlayments , LABELING: Labeting shall be in accordance with the requirements the Accredited Qua(ity Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid unti(such time as the named praduct(s)changes,the referenced Quality Assurance.documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the narned client constitutes agreement to notify Robert Nieminen, F.E. if the praciuct changes ar the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this Evaluatian Repart relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluatian Report number preceded by the words "7rinity�EftD Evaluated" may be displayed in advertising:literature, lf any portion of the Evaivation Report is displayed,then it shall be done in ifis entirety. INSPECTION: Upan request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its dis#ributors and shall be availab)e for inspectian at the job site at the request of the Building Official. This Evaluation Repart cansists af pages 1 through 5. Prepared by: � �i�uynn +M+"r�^"""`� ��G;;��t.r;ti,�j:�'��', . u`c�-�4ra�1,R5_-��r� � �' ;�� :��,J'y�.gq��;pF,,��: Robert�.M.Nierninen,P.f. ��r,,pr^ '�,+r��,� The facsimile seal appearing was authorized by Robert Nieminen, ={:�'�,S'•.�..'�{'�y.�'=^*' P,E,on 04J02J2015.7his does not se[va as an elec[ronically signed Florida Re istration No.59166 Florida DCA ANE1983 tr�h'$vi"'`' ti':,`a La' � ��Q��1.:��t document.5tgned,sea(ed hardcoptes have 6een transmitted to the � Produc[Approval Administrator and to the nemed client CERTIF[CATiON OP INDEPENDENCE: 1. Trinity�ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. � 2. Trinity)ERD is not owned,aperated or contralled by any campany manufacturing or distributing products it evaluates. ! 3. Robert Nieminen, P.E,does not have nor will acquire, a financial interest in any company manufacturing or distributing products for � which the eva(uation reparts are being issued. � 4. Robert Nieminen, P.E.does not fiave,nor will acquire,a financial interest in any other entity invotved in the approval process of the product. i 5. This Ps a building code evaluation. Neither Trinity�EFtD nor Rabert Nieminen, P.E. are, in any way,the Designer of Record far any project on which this Evaluation Report,or previous versians thereof,is/was used for permitting or design guidance unless retained specifica(iy for that purpose. , �� ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: GAF Synthetic Roof Underlayments, as produced by GAF, have demonstrated compliance with the intent of the following sections of the Florida euilding Code through testing in accordance with the applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. $TANDARDS: Section Pro e Standard Year 1507.2.3,1507.5.3,1507.7.3,T1507.8, Unrolling,Breaking Strength,Pliability, ASTM D226 2006 1507.8.3,1507.9.3,1507.9.5 Loss on Heating 1507.2.3,1507.5.3,1507.7.3,1507.8.3, Unrolling,Tear Strength,Pliability,Loss ASTM D4869 2005 1507.9.3 on Heating,Liquid WaterTrensmission, Breaking Strength,Dimensional Sta6ility 15073.3 Installation Practice FRSA/TRI April 2012(04-12) 2012 TAS 110 Accelereted Weathering ASTM D4798 2001 3. REFERENCES: Entitv Examination Reference Date ERD(TST 6049) Physical Properties R3360.02.07-2-R1 03/13/2007 ERD(TST 6049) Physical Properties G12110.12.08 12/02/2008 PRI(TST 5878) Physical properties BRY-003-02-01 �3/19/2002 PRI(TST 5878) Physical properties GAF-224-02-01 07/27/2009 PRI(TST 5878) Physical properties GAF-349-02-01 07/03/2012 ITS(TST 1509) Physical properties 100258583COQ-OlOA Ol/11/2011 Miami-Dade(CER 1592) HVHZ compliance 13-1104.11 03/06/2014 Miami-Dade(CER 1592) HVHZ compliance 14-1022.26 02/OS/2015 ICC-ES(EVL2396) IBC/IRC compliance ESR-2053 04/01/2014 ICC-ES(EVL2396) IBC/IRC compliance ESR-2808 07/Ol/2013 ICC-ES(EVL2396) IBC/IRC compliance ESR-3283 06/O1/2013 ICC-ES(EVLZ396) IBC/IRC compliance ESR-3286 02/O1/2015 UL,LLC(QUA 9625) Quality Control R10689;Charleston,SC 02/11/2015 UL,LLC(QUA 9625) Quality Control R10689;North Bay,ON 10/22/2014 UL,LLC(QUA 9625) Quality Control R10689;Hickory,NC 10/28/2014 UL,LLC(QUA 9625) Quality Control R10689;Stockton,CA 11/12/2014 UL,LLC(QUA 9625) Quality Control R10689;McGregor,TX 02/03/2015 UL,LLC(QUA 9625) Quality Control R10689;Pryor,OK 02/OS/2015 UL,LLC(QUA 9625) Quality Control R10689;Mission,BC 11/OS/2014 4. PRODUCT DESCRIPTIOIV: 4.1 Deck-Armor'"' Premium Breathable Roof Deck Protection is a non-woven, spun-bonded polypropylene laminated polyethylene scrim sheet roof underlayment. 4.2 RoofPro*"' SBS-Modified All-Purpose Underlayment is a fiberglass-reinforced, SBS modified bitumen roof underlayment. 4.3 Shingle-Mate�Roof Deck Protection is a fiberglass reinforced,asphaltic roof underlayment. 4.4 StormSafe'"" Anchor Sheet is a polypropylene woven fabric which serves as an anchor sheet in two-ply roof underlayment systems. � 4.5 Tiger Paw•""Roof Deck Protection is a non-woven,polypropylene reinforced,polymer coated roof underlayment. 4.6 VersaShield� Fire-Resistant Roof Deck Protection is a non-asphaltic,fiberglass-based roof underlayment and/or fire barrier. 5. LIMITATIOMS: 5.1 This is a building code evaluation. Neither Trinity�ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. Exterior Research and Design,LLC. Evaluation Report 01506.03.12-RS Certificate of Authorizotian�9503 FL15487-R5 Revision 5:04/02/2015 I Page 2 of 5 , - .�� , � � T�� I �;E�� 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 GAF Synthetic Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed,a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop GAF Synthetic Roof Underlayments are follows: .._� _ .,. ... . . . . .. . _ ,. - - _ ' , ` Taai�1:Ron�CoU�R UanoNs ' " ° - Asphalt Wood Shakes Slate or Underlayment Shingles �ail-On Tile Foam-On Tile Metal &Shingles Simulated Slate Deck-ArmorTM'Premium Breathable Roof Deck Yes No No Contact Mfg Contact Mfg Contact Mfg Protection RoofProTM'SBS-Modified Yes No No No Yes Yes All-Purpose Underlayment Shingle-Mate�Roof Deck yes No No No No No Protection Tiger PawTM'Roof Deck Yes No No Contact Mfg. Contact Mfg. Contact Mfg. Protection VersaShield�Fire- Resistant Roof Deck Yes No No Yes Yes Yes Protection 5.6 Exposure Limitations: 5.6.1 Deck-Armor'"" Premium Breathable Roof Deck Protection;RoofProTM'SBS-Modified All-Purpose Underlayment;Shingle- Mate�Roof Deck Protection;StormSafe'""Anchor Sheet;Tiger Paw'""Roof Deck Protection shall not be left exposed for longer than 30-days after installation. 5.6.2 VersaShield�Fire-Resistant Roof Deck Protection shall not be left exposed for longer than 180-days after installation. 6. INSTALLATION: 6.1 GAF Synthetic Roof Underlayments shall be installed in accordance with GAF published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.3 Deck-ArmorT'"Premium Breathable Roof Deck Protection: 6.3.1 Install Deck-Armor'"" Premium Breathable Roof Deck Protection in compliance with manufacturer's published installation instructions and the requirements for ASTM D226,Type I and II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Fasteners shall be 1-inch diameter plastic-capped corrosion resistant nails or 1-inch diameter plastic-capped,corrosion resistant staples. 6.3.3 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty'"' SBS Self-Adhering Base/Ply Sheet;StormGuard�Film Surfaced Leak Barrier; UnderRooP""2 Polyester-Surfaced Leak Barrier;UnderRoof"" HT High Temperature Leak Barrier; WeatherWatch� Mineral Surfaced Leak Barrier or WeatherWatch° XT Mat Surfaced Leak Barrier at vulnerable leak areas,including but not limited to eaves,valleys,rakes,skylights and dormers. I At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the !� underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and I exposed decking. At other areas,install the leak barrier over the underlayment. I 6.3.4 For non-tile roof installations: 6.3.4.1 Standard Installation with Single Layer;roof slope>4:12 Starting at the eave,fasten the eave edge and 6-inch wide end-laps 6-inch o.c. Fasten in the field of the roll 12-inch o.c.in two,equally spaced,staggered center rows. Exterior Research and Design,LLC. Evaluation Report 01506.03.12-RS Certificate of Authorization#9503 FL15487-RS Revision 5:04/02/2015 Page 3 of 5 . . - ~'''�� T�� ERD � Continue upslope in a similar manner,maintaining minimum 3-inch side-laps and minimum 6-inch end-laps. Fasten 6- inch o.c.in the laps and 12-inch o.c.in two,equally spaced,staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart. 6.3.4.2 Standard Installation with Double Layer,2:12<roof slope<4:12 ' Starting at the eave,fasten the eave edge and 6-inch wide end-laps 6-inch o.c. Fasten in the field of the roll 12-inch o.c,in two,equally spaced,staggered center rows. Continue upslope in a similar manner,with minimum 28.5-inch side-laps and minimum 6-inch end-laps. Fasten 6-inch o.c. along the low edge and end laps and 12-inch o.c. in two, equally spaced, staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart. 6.4 Ti�er PawTM'Roof Deck Protedion: 6.4.1 Install Tiger PawT""Roof Deck Protection in compliance with manufacturer's published installation instructions and the requirements for ASTM D226,Type I and II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. . 6.4.2 Fasteners shall be 1-inch diameter plastic-capped corrosion resistant nails or 1-inch diameter plastic-capped,corrosion resistant staples. 6.4.3 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty'"" SBS Self-Adhering Base/Ply Sheet;StormGuard� Film Surfaced Leak Barrier; UnderRooP"" 2 Polyester-Surfaced Leak Barrier; UnderRoof'"' HT High Temperature Leak Barrier; WeatherWatch� Mineral Surfaced Leak Barrier or WeatherWatch� XT Mat ' Surfaced Leak Barrier at vulnerable leak areas,including but not limited Yo eaves,valleys,rakes,skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas,install the leak barrier over the underlayment. 6.4.4 For non-tile roof installations: 6.4.4.1 Standard Installation with Single Layer;roof slope>4:12 Starting at the eave,fasten the eave edge and 6-inch wide end-laps 6-inch o.c. Fasten in the field of the roll 12-inch I o.c.in two,equally spaced,staggered center rows. Continue upslope in a similar manner,maintaining minimum 3-inch side-laps and minimum 6-inch end-laps. Fasten 6- inch o.c.in the laps and 12-inch o.c.in two,equally spaced,staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart. 6.4.4.2 Standard Installation with Double Layer;2:12<roof slope<4:12 Starting at the eave,fasten the eave edge and 6-inch wide end-laps 6-inch o.c. Fasten in the field of the roll 12-inch o.c.in two,equally spaced,staggered center rows. Continue upslope in a similar manner,with minimum 22.5-inch side-laps and minimum 6-inch end-laps. Fasten 6-inch o.c. along the low edge and end laps and 12-inch o.c. in two, equally spaced, staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart. 6.5 StormSafe'""Anchor Sheet: 6.5.1 StormSafeT"'Anchor Sheet is limited to use as a mechanically attached base layer in 2-ply underlayment systems. 6.5.2 Fasteners shall be 1-inch diameter plastic-or steel-capped corrosion resistant nails; corrosion-resistant nails& 1-5/8- inch tin-caps;or Drill-Tec screws and plates. 6.5.3 For tile roof installations: Installation is governed by the FRSA/TRI April 2012(04-12)Installation Manual,5th Edition(Revised). Use is limited to � the mechanically attached base sheet in the two-ply system beneath UnderRoofl"' 2 Polyester-Surfaced Leak Barrier. The attachment requirements for StormSafe"" Anchor Sheet shall be adjusted from those in Appendix A,Table 1 of FRSA/TRI April 2012 (04-12),5`h Edition (Revised)to be proportionate to the width of the StormSafe'"" Anchor Sheet product. � 6.5.4 For non-tile roof installations: Starting at the eave,fasten the eave edge and 6-inch wide end-laps 6-inch o.c. Fasten in the field of the roll 12-inch o.c.in two,equally spaced,staggered center rows. Exterior Research and Design,LLC. Evaluation Report 01506.03.12-RS Certificate of AuthorizaYion N9503 FL15487-RS Revision 5:04/02/2015 Page 4 of 5 , , �f'�I�II�''�E�� Continue upslope in a similar manner,maintaining minimum 3-inch side-laps and minimum 6-inch end-laps. Fasten 6- inch o.c.in the laps and 12-inch o.c.in two,equally spaced,staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart. One the same day,install Liberty'"'SBS Self-Adhering Base/Ply;StormGuard�Film Surfaced Leak Barrier;UnderRoof""2 Polyester-Surfaced Leak Barrier; UnderRoof'"' HT High Temperature Leak Barrier; WeatherWatch° Mineral Surfaced Leak Barrier or WeatherWatch�XT Mat Surfaced Leak Barrier over the StormSafe'""Anchor Sheet. 6.6 RoofPro'""SBS-Modified All-Purpose Underlavment and ShinQle-Mate�Roof Deck Protection: 6.6.1 Install RoofPro'"' and Shingle-Mate° in compliance with manufacturer's published installation instructions and the requirements for ASTM D226,Type I and II underlayments in FBC Sections 1507 for the type of prepared roof covering � to be installed. A double layer is required for 2:12<roof slope<4:12. No hammer tacks or staples are permitted. 6.6.2 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of LibertyTM SBS Self-Adhering Base/Ply Sheet;StormGuard� Film 5urfaced Leak Barrier; UnderRoofn"2 Polyester-Surfaced Leak Barrier; UnderRoof7"' HT High Temperature Leak Barrier; WeatherWatch� Mineral Surfaced Leak Barrier or WeatherWatch� XT Mat Surfaced Leak Barrier at vulnerable leak areas,including but not limited to eaves,valleys,rakes,skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas,install the leak barrier over the underlayment. 6.7 VersaShield�Fire-Resistant Roof Deck Protection: 6.7.1 Install VersaShield° Fire-Resistant Roof Deck Protection in compliance with manufacturer's published installation instructions and the requirements for ASTM D226,Type I and II or ASTM D4869 underlayments in fBC Sections 1507 for the type of prepared roof covering to be installed. A double layer is required for 2:12 < roof slope <4:12. No hammer tacks or staples are permitted. 6.7.2 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of LibertyTM SBS Self-Adhering Base/Ply Sheet;StormGuard� Film Surfaced Leak Barrier; UnderRoof'"'2 Polyester-Surfaced Leak Barrier; UnderRoof'"' HT High Temperature Leak Barrier; WeatherWatch� Mineral Surfaced Leak Barrier or WeatherWatch� XT Mat Surfaced Leak Barrier at vulnerable leak areas,including but not limited to eaves,valleys,rakes,skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the � underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas,install the leak barrier over the underlayment. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACiURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 Qq requirements. 9. QUALITY ASSURANCE ENTITY: UL,LLC.—QUA9625;(847)664-3281 -END OF EVALUATION REPORT- Exterior Research and Design,LLC. Evaluation Report 01506.03.12-RS Certificate ofAuthorizatian JI95o3 FL15487-RS Revisian 5:04/02/2015 Page 5 of 5