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HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED q r Date: –1 Permit Number: CL ED Building Permit Applicat on 2019 Planning and Development Services 5T' Lutic CpW,1Vy' PermIttlFl Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 /� Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential V PERMITTYPE: C) ,S�°1 �, �C) PFtQ.POSED tIVIPROVEMENT LOCATIO a'4 Address: 327(n OQ 4amrnonlC 1–n . Property Tax ID#: 'a' '3y�OO`o 046—s Lot No. Site Plan Name: Block No. Project Name: DETAILED DESCRIPTIONOF WORK Ie. -� S'�1 C �_�C� r� ���� + �G► W � ��--� ►rte�E' � can ,+0 Cop CONSTRUCTIOWINFORMATION; E Additional work to be performed under this permit–check all that apply: _Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Doors _Electric _Plumbing _Sprinklers _Generator /Roof oZ Pitch Total Sq. Ft of Construction: 5'aov Sq. Ft. of First Floor: Cost of Construction:$ 5., C) D Utilities: —Sewer. _Septic Building Height: OrIIIN'ER/LESSEE. " CONTRACTQR d. Name L131n Name: Address: ompany: City: V l ee re e- Stater Address: Zip Code: rr LD1 Fax: City: State: Phone No. l 6 Q' k (1- 1 IQ ( Zip Code:. Faz: E-Mail: o n C Q C _ CO ne No Fill in fee simple Title Holder on nat page'(if different E-Mail from the Owner listed above) State or County License If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. If value of HVAC is$7,500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION; . " ;o- DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work andinstallation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize thepermit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans;the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." C_Q Signatu wner/Lessee/ ontracto as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA � STATE OF FLORIDA COUNTY OF l_JI,L C Q COUNTY OF The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this day of 20_4 by this day of 20_ by Ctrl Iry 0_ Name of person making statement. Name of person making statement. Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identification Type of Identification Produced � �Z Produced (Signature of Notary Pu lic-State of Florida) (Signature of Notary Public-State of Florida) Commission Commission No. (Seal) ELLEN VAUGHN State of Florida-No'tary Public *= Commission # GG 2 0079 REVIEWS �;,� , `eT My ny0x2O�PE VISOR PLANS VEGETATION SEA TURTLE MANGROVE - W REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev. ST LUCIE Planning&Development Services Department �Coui,J-T- Building&Code Regulations ED A -46 2300 Virginia Avenue Fort Pierce,Florida 34982 (772)462-1553 OWNERIBUILDER AFFIDAVIT DISCLOSURE STATEME 14T F.S.489.103(7)EXEMPTIONS JUL 15 f . pD.omy tti State law requires construction to be done by licensed contractors. You have appli�T d.foT.!a"--per-mit-�-hftaMrming exemption to that law. The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license. You must provide direct, on-site supervision of the construction yourself. You may build or improve farm outbuildings, a one-family or two-family residence for your use and occupancy. You may also build or improve a commercial building at a cost not exceeding $75,000.00 as long as it is for your own use or occupancy. You may not build or improve said structures for the purposes of selling or leasing that building. If you sell or lease a building you have built or improved within one year after construction is complete, then a presumption is created that it was built or improved for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Your construction must comply with all rvElitable laws,ordinances,building codes,and zoning regulations. Initial k_, I understand that the building official and inspectors are not there to design or give advice on ho eet the minimum code. Initial I understand that as an owner-builder that any contract disputes with sub-contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. f*10 C Initial L,0? I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license,I may be responsible and lir% cost of the license. Initial the I understand that if any person that is unlicensed and uninsured gets injured on my construction project- they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and relat9kTdical cost,which could include loss of wages during recovery from their injury. Initial l_ C-� I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zoning Department to the Florida State'Department of Professional Regulation. Signed and acknowledged on this I 72�N day of of 20 O r/Buiider Si at STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this day of T--t=L_ by IP. i who s personally known to n-fe,or who has produced as identification. Signature of Notary V Type or PrFt Name of NJary (Seal) Title:Notal Public Commission Number .......... SLCPDSD Revised 06/13/2014 State L QGJHN Of Florida-Wtary Public Commission 0 'On #GG 270079 Y C mmission Expi s De a er . res NOTICE OF COMMENCEMENT Permit No, Tax Folio No. R CETVED State of Florida County of St.Lucie JUL i 5 The undersigned hereby gives notice that improvement will be made to certain real property,and ir accordance with Chapter 713, Flo i Ida Statutes, the following information is provided in this Notice of Commencement. ST, Lucfc County, Permitting Legal Description of Property:(and street address if available): .qg 15 4o S jq-t, I gr 0 W a 191 F-4 !2 E S 15 �4 o(-.,5wA 01'�OWV4 4 .ikct+ 221 r-T Q -T OF t4W j14 35 40S 19 General description of improvement:_ to jac e- 0 )6 c C)c) 14 Or-S OF IN 22A —' 0 HAT PPA �SN 114 1�(G 14 01F OW f P&AD 14,N CREEK 0 2 PC)(OF, C�f Owner inrrmation or Lee�see information if the Lessee contracted for the improvement: 114 O'F _S�(2.5 3265-2136) Name j A, nnnie- ra u-3 n , A9 27 102k- Address ,-39-71e, Dak Hammwlc. Ln V+.Pieret- r­1,3 . 34qR1 Interest in property: awh(?y Name and address of fee simple titleholder(if different from Owner listed above): Contractor's Name: Contractor Address: Phone Number: 0 ;U 0 V- M;0 F-nk Surety(if applicable,a copy of the payment bond is attached):Amount of bond:$ 0 caM 2 M Phone number: ;0 0 Name and address: 0*4 r-I-1.0 j C Z6A M N,!2- 0 to M to Lender Name: -Phone Number: N N 0 Lender's address: 0-4 9 0 M r M Persons within the State of Florida designated by owner upon whom notices or other documents may be'served as provided by Sect CA X ;K : 713.13(1)(a)7.,Florida Statutes: 0 Name: Phone Number: CH _4 Address: I 0 X M In addition to himself or herself,Owner designates of to receive a copy a Fq G Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Z -1 , 0 0 Phone number of person orentitydesignated by owner: 0 f C encembnt- (the expiration date may not be before the completio' Expin;tion U n of construction and final,payment! t I t -," ate o f j f C otic' or t C cto, ut wiclyear from the date of recording unless a different date is specified) fW ING TO OWNER:ANY PAYMENTS'MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONI, IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FC IMPROVEMENTS TO YOUR PROPERTY,A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE B&ORETA., INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY,BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. UnderUenalty of perjury,I d<—ar-e—that-l-h)ve read the foregoing notice of commencement and that the facts stated therein are true to the best of notdge and belief. UQ (Sign Lure of Owner or Less �c- r Lessee's Authorized Officer/Director/Partner/Manager e N oy�n A - ( -)t (Signatory's Titie/Office) 'P OM The f egoing'instrument w is acknowledged before mJ�j Ie th s -/day y of 2011 My 0M B as 0 Vo-n C4, for Name of Person Type of authority(e.g.officer,trustee) Party on behalf of whom instrument was executied Personally known_or produce�Identification -S atur f Notary P Q Signature of Notary 6�b'c-State of Florida) (Print, T St Print,Type,or Stamp ssianed Name of Notary Public) Type of Identification producedJ V-1 Clerk of Court - (772)462-6928 201 South Indian River Dr N A' 8 St Lucie BI I d S Juanita Ave re� au Cf) i z , r Avenue D Orange Ave Clerk of Court 201 S Indian River Dr See inset below Delaware Ave in ry ¢� C coco cl) O E tlS O'�Q' L c d N rm co Virginia Ave as y Edwar Rd P�e�uea a pv e�ue P N o1a e PHart��Poe o �+ 7 4L M = O N N p7 G a 01 a � N � c3 Citrus Ave 32627_35949_1.jpg(800X800) - RECEIVED S7. Lucie County,perm'stting AlFi-L Msl �. - A. ... 41 i f I L https://www.pasic.lorg/imageSketches/Sketch/32/32627-35949-1 jpg 1i1 FILE COP � t`i( l o N nn0l� tc o - - - - - WIND UPLIFT AESISTANCE - _._... - = - TABLE '' _ DEC K APPLICATION TYQE DESCRIP710N - "� _. _ ,"_-.PAGE 1A Wood —_ - - New,orReroof(Tear-Off) A-1 Bonded Insulation,Bonded_Roof Cover - - 1B Wood New or Reroof(Tear-Off) _ (A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover _- - t—` _ 5-9- 19 Wood New,Reroof(Tear-Off)or Recover-. 7 A-2 _ Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover ID Wood New,Reroof(Tear-Off)or Recover _; B _ Meth.Attached.Base.lnsulation,Bonded Top Insulation,Bonded Roof Cover 12 SE _ Wood New,Reroof(Tear-Off)or Recover _ i,C Mech.Attached Insulation-,Bonded Roof Cover_ ._.. _ 12-14 -_ 1F Wood _ New,Reroof(Tear-Off)or Recover !_D Insulated,Mech.Attached Base Sheet,Bontled Roof.Cover- - 15-17 1G Wood _ New or Reroof.(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet_(nails),Bonded Roof Cover - -- 18 21 ` --- _ _-- 1H Wood New,-Reroof(Tear-Off)or Recover-_ 1' E Non-Insulated,Mech.Attached Base Sheet(screws&plates),_Bonded Roof Cover_ 21-25._ 11 Wood New or Reroof(Tear-Off) - - F Non-lnsulated,_Bdnded Roof Cover 26 2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover i B Mech.Attached ease Insulation,-Bonded Top Insulation,Bonded Roof Cover „ 27-29 2B._ Steel or Structural concrete New,Reroof(Tear-Off)or Recover C ! Mech.Attached Insulation,Bonded-Roof Cover 30-34 2C Steel or Structural concrete_ _ .. New,Reroof(Tear Off)or Remover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover _ _____ 35-37 - - - 3A Structural concrete __.-New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover — 3 _ _ 8-46 3B Structural concrete New or Reroof(Tear-Off) F__ N Non-Insulated,Bonded Roof Cover 46_ 4A Lightweight concrete : New or Reroof(Tear-Off) - _ A-1 Bonded-Insuiation,:Bonded Roof Cover - _ -_ - _ _47-49- 4B Lightweight concrete New or Reroof(Tear-Off) A-2 JP Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 90 - - --- 4C , lightweight concrete New or Reroof(Tear-Off) E ;Non-Insulated,Mech.Attached Base Sheet,-Bonded_Roof Cover 51-53 6 5A __ ' Cementitious wood fiber_._ -_ -New orRero (Tear=off)_ A-1 Bonded Insulation,Bonded Roof Cover 54 I�Mech.Attached Anchor Sheet Bonded Insulation,Bonded Roof Cover 55 SB Cementitious wood fiber New,Reroof ear-Of or Recover A-2 er - — 5C Cementitious wood fiber New,Reroof(Tear-Off)or Recover B- !"Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 56 51) Cementitious wood fiber New,Reroof(Tear-Off)or Recover C I.Mech:Attached=lnsuiation,Bonded Roof_cover 56 - - 5E _ Cementitious wood fiber New,Reroof(Tear-Off)or Recover _E ,Non-Insulated,Mech.-Attached Base Sheet,Bonded-Roof_Cover 6A Existing - - - _ - - - - - 56 i, gypsum Reroof_(Tear-Off)- _ A-1 ; Bonded Insulation,Bonded Roof Cover _ - _ 57-59 i 6B Existingsum Reroof Tear-Of or - A-2 gypsum _ ( fI J Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover_ _ 59: 1 6C Existing gypsum Reroof(Tear-Off)or Recover C-- __ - Mech.Attached Insulation,Bonded Roof Cover p 6D Existing gypsum Reroof(Tear_-Off)or Recover_ _ E_ _ Non-Insulated, Mech.Attached Base Sheet,Bonded Roof Cover '7A __ Various Recover A-1 __ Bonded Insulatioh,Bonded-Roof Cover 61-6511 -_ I!, „7B Various _- - ' Recover F Non-Insulated,Bonded Base Sheet,Bonded RoofCover -- The followinpnotes acply4to the systems 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 requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement: >Wood: Minimum 0.75-inch penetration. >Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. >Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. NEMO ETC,LLC Evaluation Report P9290.02.08-R21 for FL1654-R23 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018 Prepared by: Robert Nieminen;PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 1 of 65 l l_ NEMO l etc. - 3. Unless otherwise noted,insulation maybe anyone layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,gypsum-based roof board or mineral-wool roof board that meets the QA requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover. 4. Minimum 200 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 structural steel or concrete deck. The structural 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 Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. S. Preliminary insulation attachment for System Type D:Unless otherwise noted,refer to Section 2.2:10.1.3 of FM Loss Prevention Data Sheet 1-29(January 2016). 6. Unless otherwise noted,insulation adhesive application rates 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 lbs/square. > Dow INSTA STIK Quik Set Insulation Adhesive(D-IS): Continuous 0.75 to 1-Inch wide ribbons,1246ch o.c. > Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. >,Millennium PG-1 Pump Grade Adhesive(M-PG3): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. > OMG OlyBond 500(OB500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot). Note: OlyBond Green may be used where Olygond 500 is referenced. >OlyBond Classic(OB Classic): Full coverage at 1 gal/square. >ICP Adhesive&Sealants Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c. >Note: When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,board/oints shag be staggered. >Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted,all insulations are flat-stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure(MDP)limitations. In no case shall 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: > Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-inch thick) > Millennium PG-1 Pump Grade Adhesive(M-PGI): MDP -157.5 psf (Min.0.5-inch thick) >OMG OlyBond 500(013500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3) >OMG OlyBond 500(OB500): MDP -187.5 psf (Min.0.5-inch thick 150 95+GL) > OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3) > OMG OlyBond 500(00500): MDP -487.5 psf (Min.0.5-inch thick ACFoam Il) > ICP Adhesives&Sealants Polyset CR-20: MDP -117.5 psf (Min.1.0-inch thick) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. 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 ANSI/SPRI WD3,FM Loss Prevention Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 10. For fully bonded assemblies,the maximum design pressure for the selected assembly,shall meet or exceed critical design pressure determined in accordance with FOC Chapter 16,and no rational analysis is permitted. 11. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For existing substrates in a bonded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system(for recover)shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction,as documented through field uplift testing in accordance,with AN51/SPRI IA-1,ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application. NEMO ETC,LLC Evaluation Report P9290.02.08-1121 for FL1654-1123 Certificate of Authorization#32455 6-EDITION(2017)FBC NON=HVHZ EVALUATION Revision 21.10/08/2018 Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 2 of 65 1 ONEMo[etc.- .. TABLE11: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE F:NoWINSULATED,BONDED ROOF COVER System — .. Roof Covet(Note 15y: _ No. Deck(Note 1)1t Primer - MDP(pSf) .I Joint Treatment _ _ Base Ply P,tyF Cap Ply Min.15/32- — — - W-170 None (.None 585-SA II (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- 90.0 inch plywood ! _ TA,APP-TA TA,APP TA _ W-171 Min.15/32- O tional PG100 'None inch plywood ( P ) PolyFlex SA Base (Optional)APP-TA ;APP-TA -90.0 Min.15/32- W-172 inch plywood PG100 None SBS-SA �', (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -97.5 TA,APP-TA TA,APP TA— i , Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SAY Base or (Optional)SBS-SA,SBS- SBS-SA,APP-SA SB5- _97:5 W-173 (Optional)PG100 Inch plywood place to create continuous hood.__ _- _ _'. -Elastoflex SA V FR,Base TA,APP-TA __ TA,APP-TA W 174 SBS- Min.15/32- - _ POLYBRITE 745 None SBS-SA (OPUonal(SBS-SA;SBS 58S-SA,APP-SA,SBS- inch plywood - --- - _ TA,APP-TA TA,APP-TA -105.0 Min.15132- i,Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus;rolled Into ' Elastoflex SAV Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- W-175 Inch plywood (Optional)PG100 _135.0 place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA W-176 Min.15/32- (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into - _ _ Inch plywood place to create continuous bond. Polyflex SA Base (Optional)APP-TA APP-TA 135.0 NEMO ETC,LLC Evaluation Report P9290.02.08-R21 for FL1654-1123 Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018 Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 26 of 65 ���E�.VE JUL LGi9 PerPnl ;ne EXTERIOR RESEARCH&DESIGN, LLC. T, t_ucleOUt1CY, Certificate of Authorization#9503 QOTRINIIY ERD 353 CHRISTIAN STREET,UNIT#13 OXFORD,CT 06478 (203)262-9245 EVALUATION REPORT GAF Evaluation Report 01506.01.08-R22 1 Campus DrivePY FL10124-1120 Parsippany, NJ 07054FIU: Date of Issuance:01/03/2008 " Revision 22:09/20/2017 (800)766-3411 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 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1/R905.2.6.1. CONTINUED COMPLIANCE: 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 IERD 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. This Evaluation Report consists of pages 1 through 6. Prepared by: w:C::srNa=5g1'B5 y'%� '!".,0,�;•:n+�.^ -�f?fes;�:' Robert J.M.Nieminen P.E. �'All � The facsimile seal appearing was authorized by Robert Nieminen, Florida Registration No.59166,Florida DCA ANE1983 P.E.on 09/20/2017.This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD 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 project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. ��TRINITYJERD 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 6th Edition (2017) 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 PropertV ProperStandard Year 1507.2.4/1507.1.1, Physical Properties ASTM D1970 2015 R905.2.3/R905.1.1 1507.2.5,R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2011 1507.2.7.1,R905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: EnfiiY Examination Reference Date GAF(PDM 1915) Letter of Equivalency Seal-A-Ridge Impact Resistant IR 01/13/2012 PRI(TST 5878) Physical Properties GAF-025-02-01 03/27/2002 PRI(TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI(TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 PRI(TST 5878) Physical Properties GAF-324-02-01 12/01/2011 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,TAS 107 01NK9226 05/21/2001 UL(TST 1740) ASTM D3161 01NK37122 12/18/2001 UL(TST 1740) ASTM D3462 01NK37122 12/19/2001 UL(TST 1740) ASTM D3161,TAS 107 02NK12980 04/10/2002 U L(TST 1740) ASTM D3161,TAS 107 02N K30871 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 05/09/2005 UL(TST 1740) ASTM D3462 OSNK27924 02/10/2006 UL(TST 1740) ASTM D3161 05NK27924 02/11/2006 UL(TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006 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 12/01/2006 UL(TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006 U L(TST 1740) ASTM D3161 07N K05228 03/13/2007 U L(TST 1740) ASTM D3161 06CA31611 04/04/2007 U L(TST 1740) ASTM D3161 06CA61148 04/09/2007 U L(TST 1740) ASTM D3161,D3462 07CA31742 11/08/2007 U L(TST 1740) ASTM D3161,D7158,D3462 08CA06100 03/13/2008 Exterior Research and Design,LLC. Evaluation Report 01506.01.08-R22 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.10124-1120 GAF Asphalt Roof Shingles Revision 22:09/20/2017 Page 2 of 6 IJ ' QOTR.INITYIERC) Entjty Examination Reference Date 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 05/15/2009 UL(TST 1740) ASTM D3161,D7158,D3462 09NK06647 08/01/2009 UL(TST 1740) ASTM D3161,D7158,D3462 09CA27281 08/27/2009 UL(TST 1740) ASTM D3161,D7158,D3462 IOCA35554 03/05/2010 UL(TST 1740) ASTM D3161,D7158,D3462 IOCA13686 05/15/2010 U L(TST 1740) ASTM D3462 10CA07264 05/27/2010 UL(TST 1740) ASTM D3462 IOCA11953 10/29/2010 UL(TST 1740) ASTM D3161,D7158,D3462 1ONK11951 10/30/2010 UL(TST 1740) ASTM D3161,D7158,D3462 1ONK12070 11/04/2010 UL(TST 1740) ASTM D3161,D7158,D3462 08CA06100 01/30/2010 UL(TST 1740) ASTM D3161,D7158,D3462 IOCA53934 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 U L(TST 1740) ASTM D3161,D7158,D3462 11CA48408 12/08/2011 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 UL,LLC.(TST 9628) ASTM D3161 13CA37934 08/02/2013 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4786875675 07/17/2015 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4787434542 05/17/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Mobile,AL 10/25/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Myerstown,PA 10/20/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Tuscaloosa,AL 11/11/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Michigan Cty,IN 11/01/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Shafter,CA 11/17/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Savannah,GA 11/11/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Minneapolis,MN 10/25/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Mt.Vernon,IN 10/25/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Baltimore,MD 10/21/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Tampa,FL 11/17/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Dallas,TX 11/04/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Ennis,TX 11/03/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Fontana,CA 11/01/2016 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Marquis® WeatherMax®, Royal Sovereign® and Sentinel® are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 Camelot®, Camelot® II, Fortitude'", Glenwood TM, Grand Canyon®, Grand Sequoia®, Grand Sequoia® IR, Grand Sequoia® ArmorShieldT1, Monaco®, Sienna®, Timberline® American Harvest®, Timberline® ArmorShieldTI 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&Ridge Shingles: 4.2.1 Seal-A-Ridge® Ridge Cap Shingles, Seal-A-Ridge® IR Impact-Resistant Ridge Cap Shingles, Seal-A-Ridge® ArmorShieldT"° Ridge Cap Shingles and Timbertex® Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. Exterior Research and Design,LLC. Evaluation Report 01506.01.08-1122 Certificate ofAuthorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10124-1120 GAF Asphalt Roof Shingles Revision 22:09/20/2017 Page 3 of 6 ��TRINITYJERD 4.3 Accessory Starter Strips: 4.3.1 Pro-Start®Eave/Rake Starter Strip Shingles and WeatherBlockerlm Premium Eave/Rake Starter Strip Shingles are starter strips for asphalt roof shingles. 4.3.2 QuickStart® Peel & Stick Starter Roll is a is a mineral-surfaced, fiberglass-reinforced, self-adhering SBS modified bitumen starter strip, nominal 9-inch x 33 ft roll,for use with asphalt shingles with exposure of 6- inch or less. 4.3.3 StarterMatch1m Starter Strip Shingles are color-coordinated starter strips for use with Grand Canyon® and Grand Sequoia® series asphalt shingles. StarterMatchTm are installed as the second starter for Grand Canyon®and Grand Sequoia®series installations. 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 FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 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 use in all wind zones up to Vasd=150 mph (V„it=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 use in all wind zones up to Vasd=150 mph(V,,it=194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies only to exposure category B or C, as defined in FBC 1609.4.3, and a mean roof 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 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 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Starter Shingles or Starter Strip: 6.2.1 Installation of Pro-Start Eave/Rake Starter Strip Shingles,WeatherBlocker Premium Eave/Rake Starter Strip Shingles and QuickStart Peel&Stick Starter Roll shall comply with the GAF current published instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the GAF current published instructions, using minimum four (4)nails per shingle in accordance with FBC 1507.2.7 or R905.2.6,with the following exceptions: ➢ Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, Grand Sequoia ArmorShield, and Woodland require minimum five(5) nails per shingle. ➢ Slatel)ne 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 GAF for details. Exterior Research and Design,LLC. Evaluation Report 01506.01.08-1122 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10124-R20 GAF Asphalt Roof Shingles Revision 22:09/20/2017 Page 4 of 6 QO TRINITY I ERD 6.4 Hip&Ridge Shingles: 6.4.1 Installation of Seal-A-Ridge Ridge Cap Shingles, Seal-A-Ridge IR Impact-Resistant Ridge Cap Shingles and Seal-A-Ridge ArmorShield Ridge Cap Shingles shall comply with the GAF 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'- -`Sealant j (292 mm)" i" Sellante(2 _5 mm) (25 nim) Enduit d'etancheite (305`mm) ;Nail Clavo. `66/8`-7 5/8'- !Clouer (168-194 mm) 12' (305.mm) 6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with GAF current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. dila (25 rntM) (25¢uh? nd d"tjtrtl�}lgl - -- 17: ,at M ti vauef (M Mrn) 9' - � 2 I rT's �C375 rr�) 6.4.3 Fasteners shall be in accordance with GAF published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Exterior Research and Design,LLC. Evaluation Report 01506.01.08-1122 Certificate of Authorization#9503 CH EDITION(2017)FBC NON-HVHZ EVALUATION FL10124-1120 GAF Asphalt Roof Shingles Revision 22:09/20/2017 Page 5 of 6 TRINITY I ERD 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1/R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: U L LLC—QUA9625;(847)664-3281 END OF EVALUATION REPORT- Exterior EPORT-Exterior Research and Design,LLC. Evaluation Report 01506.01.08-R22 Certificate of Authorization 89503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10124-1120 GAF Asphalt Roof Shingles Revision 22:09/20/2017 Page 6 of 6 CRIEE Certificate of Authorization No. 29824 RECEIVED 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SER ICE9����2019 (813)480-3421 EVALUATION REPORT „rip County,PermlttIDA BUILDING CODE,6T"EDITION(2017) I . Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 (417)624-6644 htto://www.tamko.com Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing FILL Uur I Subcategory:: Undeda ments 9 Y Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO®ASTM Slate ASTM D 6380, Class M,Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO®ASTM Tile ASTM D 6380, Class M,Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. TAMKO®Master ASTM D 6380,Class S,Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. TAMKO®Moisture Self-adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard® with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. TAMKO®No.15 ASTM ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO®No.15 UL ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO®No.30 ASTM ASTM D 226,Type II underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO®No.30 UL ASTM D 226,Type II underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO®TW Metal and Self-adhered,flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO®TW Self-adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 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. ^ 2 Cp TAMKO BUILDING PRODCUTS,INC. j� K TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOO TAM-FELT Alternate to ASTM D 226,Type I and Type II underlayment constructed from a non- perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. 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. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKOO TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOO Moisture Guard@ shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOO ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self-adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shin les Roofin Shakes Shingles Concrete Tile TAMKOO ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOO ASTM Tile N N N N N Y Underlayment TAMKO@ Master Smooth Y' N N N N N TAMKOO Moisture Guard@ Y N N N N N TAMKOO No.15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKOO No.15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKOO No.30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No.30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKO@ TW Metal and Tile Y Y N N N Y Underlayment TAMKO@)TW Underlayment Y Y N N N N TAMKO@ TAM-FELT Y N N N N N Notes: 1)Open valley applications per 1507.2.9.2 2)Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 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. CREEK TAMKO BUILDING PRODCUTS,INC. TAMKO Underlayrnents TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report,the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated,the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave,starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. REFERENCES ED& Report No. Standard Year PRI Construction Materials Technologies(TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies(TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies(TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies(TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies(TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies(TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies(TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies(TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies(TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies(TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies(TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC(TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 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 PRODCUTS,INC. CREEK TAMIKO Underlayments TECHNICAL SERVICES, LILC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code,6h Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. 2017.10.19 No 7402 12:15:5 8 -04'00' 13 STATE 0 F 441 .00 . Zachary R. Priest, P.E. 0 % Florida Registration No.74021 �%NA d,41 1p \� %%% Organization No.ANE9641 111111110, CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LI-C does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,U-C 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 manu�acturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other enfity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 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.