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=!n ^3`Y: ~ o{ BCtS Home : Log to F I User RegistrationHot Topics Submit Surcharge stats ik Facts Publicat!ons i FBC Staff BCtS Site Map ; Links Search [JusinGsuh ���f�SSlfCd� 411SEW Product Approval 1 �Ala}gr(((�JJJ Public User �g RLyaula Lio t f Prcau.^.Aiso:ovet Rie„r��>:recur,or Ann!irntn:n Seacch>tjjL4ig0t29 Ci; >Application Detail FL# FL2418-R9 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived i"? Product Manufacturer Maxim Industries,In,%T LUCTF COUNTY RT11I•nTti(,- nTVTSIO�' Address/Phone/Email 1630 Terre Colony MIMWIVED FOR CO�Il'LLA it;Dallas,TX 75212-62k7Ei;tL.��y.,��� G (214)905-2021 -7f}— info@maximskylightDk9j,: _ Z PLAINS Ai'1)PERMIT JT(iST BE KEPT O�JOB Authorized Signature David Thornton OR No LNSPECTION WILL;BE 3L4j')E. info@maximskylights.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Sky Lights Subcategory Skylight Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute I Referenced Standard and Year(of Standard) standard year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method i Option A I Date Submitted 07/10/2015 Date Validated 07/16/2015 Date Pending FBC Approval i i I - = w Date Approved 07/25/2015 Summary of Products FL# Model,Number or Name Description 2418.1 Dade Curb Mount Skylight Polycarbonate Glazed Aluminum Skylight Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2418 R9 C CAC NI00g198A-R4 Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date tmpact.Resistant:Yes 12/31/2017 Design Pressure:+60/-60 installation Instructions Other: FL2418 Rg II DCM1507.ndf Verified By: National Accreditation&Management institute Created by Independent Third Party: Evaluation Reports FL2418 Ra AF_ 1 *'on Report Ta 15-0715 01 adf Created by Independent Third Party:Yes 2418.2 Dade Self Flashing Skylight Polycarbonate Glazed Aluminum Skylight Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FI 2418 R9 C CAC Nj00a198•R4 2df, Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2017 Design Pressure:+60/-60 Installation Instructions Other: F�74 8 R9 ii DSF St G7.odf Verified By:National Accreditation&Management institute Created by Independent Third Party: Evaluation Reports FL2AI8 R9 AF FvahuNnn ReDorl TRA 15-0715 02 Ddf Created by Independent Third Party:Yes Sari Next Contact Us;:1940 North Monroe Street.TaAahassee_FL 32399 Phone:050-487-1824 The State of Florida is an AAj EEO employer.Coavriaht 2007-2013 State ofFlorida,::Privacy Statement::Accessibility statement::Refund Statement Under Ronda law,email addresses are public records.Jr 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 mall.If you have any questions,please contact 850.487.1395.-pursuant to Section 455.275 (1),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails,provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you area licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: s+:ctrcitvntureau'a I I Minimum#12 X 1.25"fastener by others.Pre-punched installtion holes 4"from each comer,ntuximum 10.5"on center.Minimum penetration=I". 2 .060"X 1.5"X 1.75"6063-T6 extruded aluminurn retaining angle..Aluminum angle mitcr W and welded @ four comers. 3 52.5"X 100.375"1JV Fnhanced outer polycarbonate dome rr 8"height on test sample.(height varies per size) j 4 52.5"X 100.375"UV Enhanced inner polycarbonate,dome(rg 4"height on test sample.(height varies per size) C9 5 OSl PR256 urethane sealant.Located between aluminum retaining angle and outer dome&between inuer'dunte uttd aluminum frame. _ 0 N 6 Sealant.tape.1"X.125"located between outer and inner dames. to v1 7 6063-T6 extruded aluminum frame.Aluminum frame mitered and welded @ four comers. 8 1/12 X 1.75"fastener.One fastenn,er located equidistant front each cower.Four fasteners per skylight. a t9 GOO N 9 410 X.375 18.8 stainless steel fastener.Located 4"from each corner,maximum 1 I"on center, w y �O� 10 All units equal to or less than the total square footage or tire test specimen,36 square feet,will be accepted under this approval. 07 to 11 Minimum distance=4"front angle lip to roof surface for shingles or BUR without insulation.For insulation and the roof add the height and insulation l0 `- a thickness to the 4"minimum height. 0 A <O Outer Polycarbonate Dome 'J OInner Polycarbonate Lome r— t 12 Stainless Steel Fastener with neoprene gasket.One fastener k:!/ +n r., -located equidustant from each .v m o E � 060"Extruded Aluminum Sealant O corner.(Four fasteners per 4 l_J Retaining Angle ~` Scalant'I'ape © Skylight) 93 a w —Sealant Tapc�6 #t10 X.375"stainless steel fastener a 4) .e 00:2 �s 'D cc v l_ 4"from each corner,maximum 11" ) v m go -Condensation Gutter f 00center. ro to io �'-mn A60"Aluminum Frame 7� 4 m q`�N Design Pressure: 60psf I µtrtarllrt Minimum#12 X 1.5" , °t#ORE Test Pressure: -120psf & +180psf Il fastener.Installation holes 3'from each •��. comer,maximum 121,© No 09014 1 3"Installation Flange a a: }n >_1! on center.Minimum �.fl; it penetration=1 STATE of r 1 t7 S D7/7 , ru111io TW000RE BEPA M;.PE. 4 hn.0014 mna+s Self Flashing Model DATE: 07/10/15 Roordeck and framing by other,•.All roof details shall comply with all . DWG#: DSF1507 sections of the Florida Building Code and Florida.Residential Code. SCALE: N.T.S. SHEET:-2 of- 2 �1 ((fllt�i1'lid BCtS Home Log In j.user Registration ttot loptcs j Submit Surcharge i Stats&Facts Publications } 'FUC Staff aCIS Site hiap 1 Lini� ? Search. But1sines t1 Product Approval Professi l ,usBR:Pubiic user i�lAll!!JIt�l41 '!Q{I�A .Pmdurt M1Ggmva3 Meru>Pmdug or ApOti^at ap 5 arch>ApDSic MM"l A>Application Detail,FL ' W FL11288-1115 Application Type Revision Code Version 2014 Application Status Approved Comments Archived C 1 Product Manufacturer CertainTeed Corporation-Roofing Address/Phone/Small 18 Moores RoadMalvern,PA (610)651 584755 ST. , `C'YF r0tNTV M-MIO mark.d.harnerlpsaint-goblUm11 I:!)FOR CONIPUA_'�CE Authorized Signature Mark Horn DATE Harrier /=/Z - /� mark;d,barner@saint-gobRihk)ig A�D PER1. i'fIT 1ILST BE KEPT O\J0 OF.'_10 LNSPECTION WILL BE NttDE. Technical Representative Mark D.Hamer AddresgPhone/Email 18 Moores Road Malvern,PA 19355 (610)651.5847 Mark.D,Harner@saint gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ci Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evacuation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality,Assurance Contract Expiration Date 07/03/2017 Validated By John W.Knezevich,PE 0- Validation:Checklist-Hardcopy Received Certificate of Independence J-Ly i288 ai5 CD1 201G 01 CDI Nieminen odf Referenced Standard and Year(of Standard) Standard year ASTM'D1970 2009 ASTM D226 2006 ASTM'D4601 2004 ASTM D4869 2005, ASTM D6163 2000 ASTM'D6164 2005 ASTM D6222 2008 ASTM D6757 2007 FM 4474 2004 FRSA/TRI April 2012(04-12) 2012 i I " i I i TAS 103 1995 TAS 110 2000 Equivalence of Product Standards Certified By Sections from the Code. Product Approval Method Method i Option.D Date Submitted 02/14/2016 Date Validated 02/16/2016 Date Pending FBC Approval 02/17/2016 Date Approved 04/12/2016 8ummiiry of Products FL# Model,Number or Description Name 11288.1 CertainTeed Roof Roof underlayments for use below Approved prepared roof coverings. Underiayments Limits of Use Installation Instructions Approved for use in HVHZ:No FL11288 R15 II 201t 02 FINAf ER CERTAINTEED UNDERLAYM1IENTS FLI1n5- Approved for use outside R15,odf HVHZ:Yes Verified By: Robert:Nierninen.PE-59166 Impact Resistant:N/A Created by Independent Third Party:Yes design Pressure:+N/A/-555.0 Evaluation Reports Other:1.)The DP in this application FFI 11288 R1S AE 2016 0Z FINAL ER CERTAINTEED UNDERLAYMENTS F1_11288- pertains to a particular application for R 5 d use in adhesive-set tile applications.. Created by Independent Third Party:Yes DP is:N/A for underlayments installed beneath mechanically attached prepared roof covers.2.)Refer to ER Section 5 for other Limits of Use. fdaek Naxt Contact US::1940 North Monroe Street.Tallahassee Fl.32399.Phaae:B50-487-1824 The State or Florida is an AA/EEo employer.Coovriaht 2007=2013 State of.Florida.::Privacy Statement::Accessibility-Statement::Refund Statement. Under Florida law,email addresses ire public records.If you.do not want your e-mail address released In response-to a pubk-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 455.27S (1),Florida.5tatutes,effective October1,2012,licensees licensed under Chapter 455,P.S.must provide the Department with an'emaii address if they have one.The emails provided may be used forofficial communication with the licensee,However email addresses are public record..it you do not wish to,supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if area licensee under Chapter455,.F.S.,please click he-,L. Droduet Approval Accepts- HE M a`ucttltikvaas;tectcC.*�: .I � i I I i I I EXTERIOR RESEARCH&DESIGN,I.I.C. i Certificate of Authorization#9503 ;TII�NI 353 CNRISTIAN STREET,UNIT#13 JERD OXFORD,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT CertainTeed Corporation Evaluation Report 11610.09.08-R16 18 Moores Road FL11288-R15 Malvern; PA 19355 Date of Issuance:09/01/2009 Revision 16:62/04/2016 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 Sth Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 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 Roberti Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD 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 "TrinitylERD 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 distributomand shall be available for inspection at the job site at the request of the Building.Official. This Evaluation Report consists of pages 1 through 9. Prepared by: a�.. ., k, 1 } . ^,�,I,tie,,• it y' p.' The facsimile sea]appearing msaothorixed Robert J.Nf Nieminen P.E. 4�`S a by Robert Nieminen,P.E.an02/W/201b ' JI +`k` This does not serve as an electronically signed document_Signed, Florida Registration No.59166,Florida DC4 ANE1983 ;�`" sealed hardcoptes have.been transmitted to the Product Approval Administrator'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 I 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. S. This is a buildingtode evaluation. Neither TrinitylERD 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. I i I I 'i I I I i I TY'ERE QOTRi. ROOFING COMPONENT EVALUATION: 1., SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Roof Underlayments, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Florida Building Code 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 a Standard Year 1504.3.1 Wind Uplift FM 4474 2004 1507.2.3 Physicaf Properties ASTM'D226 2006 Y507.2.3 Physical Properties ASTM D4869 2005 •1507.2.3 Physical Properties ASTM D6757 2007 1507.2.4,1507.2.9.2,1507.5.3 Physical Properties ASTM D1970 2009 1507.10.2 Physical Properties ASTM D4601 2004 1507.11.2 Physical'Properties ASTM D6163 2000 1507.11.2 Physical ProPerties ASTM 06164 2005 1507.11.2. Physical Properties ASTM'D6222 2008 1523.6.5.2.1 Physical Properties TAS 103 1995 TAS110 Accelerated Weathering TAS 110 2000 FRSA/TRI April 2012(04-12) Underlaymentlnstallation References 2012 $. REFERENCES: Entity Examination Reference Date ERD(TST6049) Physical Properties C7290.01.08 01116/2008 ERD(TST6049) Physical Properties C8440.04.08 04/28/1008 ERD(TST6049) Physical Properties C9560.05.08 05/25/2008 ERD(TST6049) Physical Properties C10080.09.08-111 04/17/2009 ERD(TST6049) Physical-Properties C12960.06.09 06/02/2009 ERD(TST6049) Physical Properties 3530.12.05-1-R1 10/05/2009 ERD(TST6049) Wind Uplift C8970.08.08-R1 10/05/2009 ERD(TST6049). Physical Properties 3523.03.05-R2 01/12/2010 ERD(TST6049) Physical'Properties C30890.03.10-1 03/17/2010 ERD(TST6049) Physical Properties C3500D4.10 04/01/2010 ERD(TST6049) Physical Properties C31840.05.10 05/10/2010 ERD(TST6049) Physical Properties C31860.05.10 05/18/2010 ERD(TST6049) Physical Properties C31850.06.10 06/25/2010 ERD(TST6049) Physical Properties C35460.05.11 06/16/2011 i ERD(TST6049) Physical Properties C34940.09.11-R1 10/04/2011 :ERD(TST6049) Accelerated Weathering C40840SC 06/11/2012 ERD(TST6049) Physical Properties C40050.09.12-2 09/28/2012 ERD(TST6049) Wind Uplift C39670.08.12 08/20/2012 ERD(TST6049) Physical Properties C31410A0.10-R1 11/02/1012 ERD(T5T6049) Physical Properties C45240.01.14-1 01/15/2014 ERD(TST6D49) Physical Properties C32930.01.11-R2 01/20/2014 ERD(TST6049) Physical Properties C45240.01.14-2 01/24/2014 ERD(TST6049) FM 4470 CTR=SC9920.01.16-111 01/20/2016 ERD(TST6049) Wind Uplift CTR-SC30420.01A6 01125/2016 MTI(TST 2508) Physical Properties DX08C4A 03/22/2004 MTi(TST 2508) Physical Properties TX1486A-001 02/27/2006 MTi(TST 2508) Physical Properties TX14B68-002 03/13/2006 MTI(TST 2508) Physical Properties TX14B6F-006 03/13/2006 MTI(TST 2508) Physical Properties TX14B6E-005 03/13/2006 PRi(TST5878) Physical Properties CTC-034.02-01 11/24/2008 PRI{TST5878) Physical Properties CTG075-02.01 02/15/2011 PRI(TSTS878) Physical Properties CTC-067.02-01 08/08/2011 PRE(TST5878) Wind Uplift CTC-112-02-01 12/12/2011 PRI(TST5878) Physical Properties CTC-163-02-01(x3) 05/10/2013 Exterior Research and Design,LLC. Evaluation Report 11610.09.08-Ri6 Ceit$kate ofAuthorkoVan#9503. F1.11288-R35 Revision 16:02/04/2016 Page 2 of 9 I I i r QOTRINITYIERD F Ent i Examination Reference Date PR1(TST5878) Physical Properties ETC-189-02.01 11/18/2013 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.07/03/2017 4. PRODUCT DESCRIPTION: 4.1 Self-Adherine Underlayments: 4.1.1 WinterGuard'"HT is a glass scrim reinforced,self-adhering,film-surfaced waterproofing underlayment. 4.1.2 WinterGuard"4 Sand is a glass mat reinforced,self-adhering,sand-surfaced;waterproofing underlayment. 4.1.3 WinterGuard'" Granular .is. a glass mat reinforced, self-adhering, granule-surfaced waterproofing underlayment. 4.1.4 Metal aymentTM is a self-adhering,film=surfaced,waterproofing underlayment. 4.1.5 Black Diamond Base Sheet is a self-adhering, glass mat reinforced, fine-mineral surfaced, SBS modified roof underlayment meeting ASTM D1970 requirements. 4.1.6 Flintlastic SA P►yBase is a self-adhering, glass mat reinforced, film-surfaced, SBS modified roof underlayment meeting ASTM D1970 requirements for use as a base-layer in multi-ply underlayment systems. 4.1.7 Flintlastic SA Mid Ply is a self-adhering; polyester reinforced, film-surfaced, SBS modified roof underlayment meeting ASTM D1970 and ASTM D6164,Type 1, Grade S requirements for use as a base- layer in multi-ply underlayment systems. 4.1.8 Flintlastic Ultra Glass SA is a self-adhering,glass mat reinforced,fine-mineral surfaced,SBS modified roof underlayment meeting ASTM D6163, Type 1, Grade 5 requirements for use as a base-layer in multi-ply underlayment systems. 4.1.9 Flintlastic SA Cap FR is a self-adhering,glass mat reinforced,granule.-mineral surfaced,SBS modified roof underlayment meeting ASTM D6163,Grade G,Type l requirements. 4.1.10 Flintlastic SA Cap is a self-adhering, polyester reinforced, granule-mineral surfaced, SBS modified roof underlayment meeting TAS 103 and ASTM D6164,Grad G,Type I requirements. 4.2 Torch Applied Underlayments: 4.2.1 Flintlastic GTA is a torch-applied,polyester reinforced,granule=surfaced,APP modified roof underlayment meeting ASTM D6222,Grade G,Type i requirements. 4.3 Asphalt.Applied Underlayments: 4.3.1 Flintlastic.GMS or Flintlastic Premium GMS is an asphalt-applied,polyester reinforced,granule-surfaced, SBS modified roof underlayment meeting ASTM D6164,Grade G,Type I and 11 requirements,respectively. 4.4 Mechanically Attached Underlayments: 4.4.1 Flintlastic SA NailBase is a glass mat reinforced,film-surfaced,:SBS modified roof underlayment meeting ASTM D4:601, Type 11 requirements for use as a mechanically attached base-layer in multi-ply underlayment systems. 4.4.2 Roofers' Select is an asphalt-impregnated, organic felt reinforced with glass fibers roof underlayment meeting ASTM D6757 requirements. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD: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-Laboratory Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. i Exterior Research and Design,LLE. Evaluation Report 11610:09.08-R16 tertlfkhte of AuthorliatIon#9503 FL112MR1S Revision 16.02/04/2016 Page 3 of 9 i Q0TR1Nj.W* 'jERD 5.4 CertainTeed Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within hin 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- .n Asphalt Nail-On foam-On Mortar- wood Underlayment Shingles Tile Tile Set rile Metal Shakes& Slate Shingles Roofers'Select Yes No No No No No No WinterGuard HT Yes No No No Yes Yes Yes WinterGuard Sand Yes No No No No Yes Yes or Granular Black Diamond Base Yes No No No No Yes Yes Flintlastic SA Cap No Yes see Yes Yes No Yes Yes 5.5.1 Flintlastic SA Cap FR No Yes No No No Yes Yes MetaLayment Yes . No No No Yes Yes Yes Flintlastic GTA No Yes See Yes Yes No Yes Yes 5.5.1 Flintlastic GMS or Yes No Yes Yes No Yes Yes Premium GMS Sees.s.l 5.5.1 "Foam-On Tile is limited to use of the following Approved tile adhesives unless tensile adhesion/long term aging data from an accredited testing laboratory is provided. 3M 2=Corhponent Foam Roof..'rile Adhesive AH-160 (FL6332) Flintlastic SA Cap, :Flintlastic GTA, Flintlastic GMS or Flintlastic Premium GMS. Dow TILE BOND'" Roof Tile Adhesive(FL717): Flintlastic SA Cap,FlintImt1c GMS or Flintlastic Premium GMS 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: WinterGuard HT,WinterGuard Sand,WinterGuard Granular or Metal-ayment self-adhered to: > New or existing plywood > FlintPrime or ASTM D41 primed new orrexisting plywood. Black Diamond Base, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA Cap or Flintlastic SA Cap FR self-adhered to: > New or existing plywood; );o FlintPrime,FlintPrime SA or ASTM D41 primed new or existing plywood; );- FlintPrime,FlintPrime SAorASTM D41 printed structural concrete. Flintlastic GMS or Flintlastic Premium GMS in hot asphalt to: > FlintPrime-or ASTM D41 primed structural concrete. Flintlastic GTA torch-applied to: > FlintPrime or ASTM D41 primed structural concrete. Exterior Research and Design,I.I.C. Evaluation Report11610.09,08-R16 Certificate ofAuthorizatlon M03 FL11288-RIS Revision 16,0210412016 Page 4 of 9 ( TRINITYPD 5.6.2 Wind Resistance for Underlayment Systems in Foam-On Tile Applications:. FRSA/TRI April 2012(04712)does not address wind uplift resistance of all underlayment systems beneath foam=on or mortar-set tile systems,where the underlayment forms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012(04- 12)and are used in foam-on or mortar-set tile.applications. Maximum Design Pressure is the result of testing for wind,load resistance based on allowable wind loads,and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04-12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure=-240 psf: Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: FlintPrime or ASTM D41. Base Sheet: Black Diamond Base Sheet or Flintlastic Ultra Glass SA,self-adhered. Underlayment: Flintlastic GTA, torch-applied or Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt. #2 Maximum Design Pressure=-555 psf: Deck: Structural.concrete to meet project requirements to satisfaction of AHJ. Primer: FlintPrime,FlintPrime SA or.ASTM D41. Base: (optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered. Underlayment: Flintlastic SA Cap,self-adhered. #3 Maximum Design Pressure=-105.0 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)FlintPrime,FlintPrime SA or ASTM D41 Base Ply- (Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered: Underlayment: Flintlastic SA Cap,self-adhered. #4 Maximum Design Pressure=-127.5 psf Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AH1: Primer: FlintPrime,FlintPrime SA or ASTM D41 Joints: Min.4-inch wide strips.of Flintlastic SA PlyBase,self-adhered over all plywood joints.. Base Ply: (Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered. Underlayment: Flintlastic SA Cap,self-adhered. All other direct-deck, adhered CertainTeed underlayment systems beneath foam-on or mortar-set tile systems carry a Maximum Design Pressure of-45 psf. i 5.6.3 Bond to Base Sheet: WinterGuard HT,WinterGuard Sand, WinterGuard Granular or MetaLayment self-adhered to: ASTM D226,Type I or II felt. ➢ Black Diamond Base Sheet, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA Cap,Flintlastic SA Cap FR self-adhered to:Flintlastic SA NailBase or ASTM D226,Type I or 11 felt. ➢ Flintlastic•SA Cap or Flintlastic SA Cap FR self-adhered to: Flintlastic SA PlyBase or Flintlastic SA MiclPiy. D Flintlastic GMS or Flintlastic Premium GMS in hot asphalt to: ASTM D226,Type I or If felt;ASTM D2626 felt,ASTM D4601,Type II base sheet,Black Diamond Base Sheet or Flintlastic Ultra Glass SA. ➢ .Flintlastic GTA torch-applied:to:- ASTM'D226,Type I or 11 felt;ASTM D2626 felt,ASTM D4601,Type 11 base sheet,Black Diamond Base Sheet or Flintlastic Ultra Glass SA. i Exterior Research and Design,LLC. Evaluation Report 11610.09.08-R16 Cer*rate ofAuthorkadon#9503 FL21288-R35 Revision 16:02/04/2016 Page 5 of 9 ( TRINITY�ERD€ 5.6.3.1 For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on or mortar-set,tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-1Z), but not less than that detailed below. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads,and reflects the ultimate passing pressure divided by 2(the.2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to'FRSA/TRI April 2012(04-12),Appendix A,Table to or FBC 1609 for determination of design wind loads. .5.6.3.2 For mechanically attached base sheet in a 2-ply system,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined.in accordance with FRSA/TRI April 2012.(04-12), Appendix A;Table 1A or FBC M09. 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,FM LPDS 1-29 and ANSI/SPRI WD1. 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 #5 Maximum Design Pressure=-37.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: ASTM D226,Type 11 felt or Flintlastic SA NaiiBase Fasteners: 12 ga.,IY-inch long galvanized ring shank nails through 32 ga.,1 8,/8-Inch diameter tin caps Spacing: 6-inch o.c..at 4-inch laps and 12-inch o.c.at two(2)equally spaced,staggered rows in the field of the sheet. Base Ply: (Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered. Underlayment:Flintlastic SA Gap,self-adhered. #6 Maximum Design Pressure=-45.0 psf*: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Fiexiglas Base Sheet; Flintlastic Base 20, All Weather/ Empire Base Sheet; Flintlastic Poly SMS Base;.Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 24nch wide side laps and 18-inch o.c.at.two(2)equally spaced,staggered center rows. Underlayment:Flintlastic GMS or Flintlastic Premium GMS,applied in hot asphalt or Flintlastic GTA,torch-applied. #7 Maximum Design Pressure=-52.5 psf; Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexigias Base Sheet; Flintlastic Base 20; All Weather/ Empire Base Sheet; Flintlastic Poly SMS Base;Flintlastic Ultra PolySMS Base or Yosemite denting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at 2-inch wide side laps and 12-inch o.c.at two(2).equally spaced,staggered center rows. Underlayment:Flintlastic GMS or Flintlastic Premium GMS,applied in hot asphalt or Flintlastic GTA,torch-applied. #8 Maximum.Design Pressure=-52.5 psf: Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of.AHJ. Base Sheet: Flintlastic SA NaiiBase Fasteners: Min.1-inch long,12 ga.Simplex Metal Cap Nails Spacing: 6-inch o:c.at the min.2-inch laps and 6-inch o.c.at four(4)equally spaced,staggered rows in the field of the sheet. Base Ply: (Optional)Flintlastic SA PlyBase or Flintlastic SA.Mid Ply,self-adhered. Underlayment:Flintlastic SA Cap,self-adhered. Exterior Research and Design,LLC. Evaluation Report 11610.09.08-R16 CertiftcMe ofAuthorizatlon#9503 FL11288-RIS Revision 16:02/04/2016 Page 6 of 9 J 1 \ QTRINITYI ERD #9 Maximum Design Pressure=-60.0 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: 12 ga.,1"/<-inch long galvanized ring shank nails through 32 ga.,15/8-inch diameter tin caps Spacing 84nch o.c.at the min.2-inch laps and 8-inch o.c.at three(3)equally spaced,staggered rows in the field of the sheet. Base Ply: (Optional)Flintlastic SA PlyBase or flintlastic SA Mid Ply,self-adhered. Underlayment:Flintlastic SA Cap;self-adhered. #10 Maximum Design Pressure=-67.5 psf: Deck: Min,15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather/Empire Base Sheet; Flintlastic.Poly SMS Base;Flintlastic Ultra Poly SMS Base or Yosemite Vent'ing Base.Sheet Fasteners: Cap nails:1-inch diameter,0.032-inch thick metal cap with 0.120-inch shank diameter,annular ring shank nails Spacing: 6-inch o.c.at 4-inch lap and 6-inch o.c.at five(5)equally spaced,staggered center rows in the field of the sheet. Underlayment:Flintlastic GMS or Flintlastic Premium GMS,applied in hot asphalt; #11 Maximum Design Pressure=-75.0 Dsf: Deck: Min.19/32-inch plywood to meet.project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SANailBase Fasteners: 12 ga.,1Y-inch long galvanized ring shank nails through 32 ga.,15/8-inch diameter tin caps Spacing: 6-inch o.c.at the min.2-inch laps and 6-inch o.c. at four(4) equally spaced,.staggered rows in the field of the sheet. Base Ply: (Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered. Underlayment:Flintlastic SA Cap,self-adhered. #12 Maximum Design Pressure=-90.0 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas:Base Sheet; Flintlastic Base.20, All Weather/ Empire Base Sheet; Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c. at two(2)equally spaced, staggered center rows. Underlayment:Flintlastic GMS or Flintlastic Premium GMS,applied in hot asphalt or Flintlastic GTA,torch-applied. i #14 Maximum Design Pressure=-105.0 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base.20; All Weather/ Empire Base Sheet; Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners; Simplex MAXX Cap Fasteners Spacing: 6-Inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced,staggered center rows. Underlayment:Flintlastic GMS or Flintlastic Premium GMS,applied in hot asphalt or Flintlastic GTA,torch-applied. #15 Maximum Design Pressure=-105.0 Dsf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: 12 ga.,1%-inch long galvanized ring shank nails through 32 ga.,1 5/8-inch diameter tin caps Spacing: flinch o.c.at the min.2-inch laps and 4-Inch o.c. at four(4)equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered. Underlayment:flintlastic SA Cap,self-adhered. Exterior Research and Design,LLC. Evaluation Report l_1610.09.08-Ri6 Certlf7mte of Authorization 09503 FL11288-R15' Revision 16:02/04/2016 Page 7 of 9 I r r Q0_tR1N' 1TYiERD 5.7 Exposure Limitations: Roofers'select shall not be left exposed for longer than 30-days after installation. Refer to installation instructions specific to anticipated exposure in Section 6. Black Diamond Base,WinterGuard HT,WinterGuard Sand,WinterGuard Granular or MetaLayment shall not be left exposed for longer than 180-days after installation. Flintlastic SA Cap,Flintlastic SA Cap FR,Flintlastic GTA, Flintlastic GMS or Flintlastic Premium GMS do not have an exposure limitation, unless the prepared roof covering is to be adhesive-set the atop Flintlastic SA Cap,GTA,GMS or Premium GMS,In which case the maximum exposure is 180 days.. Flintlastic SA NailBase,Flintlastic SA PlyBase,Flintlastic SA Mid Ply and Flintlastic Ultra Glass SA,for use as a base-layer in a multi-ply underlayment system,shall not be left exposed for longer than 30-days after installation,prior to placement of subsequent underlayment layer. 6. INSTALLATION: '6.1 CertainTeed Roof Underlayments-shall'be installed in accordance with CertainTeed published installation. requirements subject to the Limitations set forth in Section S 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,and primed the substrate(if applicable). 6.3 Flintlastic SA NailBase Flintlastic SA PlyBase Flintlastic SA Mid Ply or Flintlastic Ultra Glass SA: 6.3.1 Flintlastic SA NailBase,Flintlastic SA PlyBase and Flintlastic SA Mid Ply are limited to use as a base or mid- layer in multi-ply underlayment.systems beneath Flintlastic SA Cap,Flintlastic SA.Cap FR. 6.3.2 Flintlastic Ultra Glass SA is limited to use as a base-layer in multi-ply underlayment systems beneath Flintlastic GTA,Flintlastic GMS or Flintlastic Premium GMS. 6.3.3 Install the base-layer underlayment to the substrates detailed in Section 5.6 in accordance with CertainTeed published installation instructions,followed by the final underlayment layer in accordance with the instructions outlined below for the particular top-layer underlayment. 6.3.4 Roof cover limitations are those are those associated with the top-layer underlayment,set forth in Table 1. 6.4 Black Diamond Base,Flintlastic SA Cap or.SA Cap FR,WinterGuard or MetaLayment: 6.4.1 Shall be installed in compliance with current CertainTeed published installation requirements and FBC Section 1507 for the type of prepared roof covering to be installed. I 6.4.2 For Non-Tile Applications: Shall be fully self-adhered to the substrates noted in Section 5.6. Side laps shall be minimum 4-inch and end'-laps minimum 6-inch wide, pressed firmly with a seam-roller,and offset end-laps minimum 2 feet from course to course. Consult CertainTeed instructions for use of FlintBond SBS.Modified Bitumen Adhesive,trowel grade, on the 6=inch end laps and T-seam detailing. Consult CertainTeed instructions regarding back-nailing requirements. 6.4.3 For Tile Applications(Flintlastic SA Cap,SA Can FR only): Reference is made to'FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein. rile shall be loaded and. staged in a manner that prevents the slippage and/or damage to the underlayment. 6.5 Flintlastic ETA: 6.5.1 Flintlastic GTA shall be installed in compliance with current CertainTeed published installation requirements. For use in tile applications,reference is made to FRSA/TRI April 2012 (04-12) Installation Manual,5th Edition and Table 1.herein. Exterior Research and Design,I.I.C. Evaluation Report 11610.09.08-R16 CertiJicare of Authorization#9503 FL11288-R75 Revision 16:02/04/2016 Page 8 of 9 TRINITYIERD 6.5.2 Flintlastic GTA shall be fully torch applied to the substrates noted in Section 5.6. Side (horizontal) laps shall be minimum 3-inch and end (vertical) laps minimum 6-inch wide, and offset end-laps minimum 3 feet from course to course. Side and end-laps shall be fully heat-welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6.5.3 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.5.4 Consult CertainTeed instructions regarding back-nailing requirements. 6.6 Flintlastic ISMS or Flintlastic Premium GMS: 6.6.1 Flintlastic GMS or Flintlastic Premium GMS shall be installed In compliance with current CertainTeed published installation requirements. For use in tile applications,reference is made to FRSA/TRI April 2012 (04-12)Installation Manual,Sth Edition and Table 1 herein. 6.6.2 Flintlastic GMS or Flintlastic Premium GMS shall be fully asphalt-applied to the substrates noted. in Section 5.6. Side(horizontal)laps shall be minimum 3-inch and end(vertical)laps minimum 6-inch wide, and offset:end-laps minimum 3 feet from course to course. Side and end-laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.6.3 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.6.4 Consult CertainTeed-instructions regarding back-nailing requirements. 6.7 Roofers'Select: 6.7.1 Standard-Slope Application(4:12 and greater.): Starting at the lower edge of the roof,apply a single layer of Roofers'Select parallel to the eaves,overhanging drip edge by''/:-inch. Overlap ends(vertical laps)at least 4-inch and sides(horizontal laps) at least 2-inch. Offset end laps from course to course at least 6- feet.Apply flat and unwrinkled,fastening as required to hold in place. 6.7.2 Low Slope Application (2:12 up to 4:12): :Starting at the lower edge of the roof,cover the entire deck by applying a double layer of Roofers'Select parallel to the eaves. Begin by applying a 19-inch wide starter strip of Roofers'Select along the eaves,overlapping the drip.edge by%-inch.Place a full-width sheet over the starter,with lower edge flush to the starter's lower edge. Apply succeeding 36-inch wide courses up the roof slope,overlapping the previous course by 19-inch in"shingle-fashion". Overlap ends at least 12- inch. Offset end laps from course to course at least 6-feet. Apply flat and unwrinkled, fastening as required to hold in place. 6.7.3 Eaves Flashing for Ice Dam Protection fall slopes): Eaves flashing may be constructed from self-adhering waterproofing underlayment holding Florida Product Approval,or by applying a double layer of Roofers' Select cemented together with asphalt roofing cement(ASTM D 4586,Type 11). Eaves flashing should be installed to a level of at least 24-inch inside the interior wall-line,or in areas of severe icing,at least up to the highest water level expected to occur from ice dams to the satisfaction of the Authority Having Jurisdiction, 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. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 6. QUALITY ASSURANCE ENTITY: UL,LLC.—QUA9625;(414)248-6409;karen.buchmann@ul.com -END OF EVALUATION REPORT- Exterior Research and Design,iLC. Evaluation Report 11610.09.08-1116 Certificate ofAuthoritation#9503 F1.112MR15 Revision 16:02104/2016 Page 9 of 9 Joe Cicio From: Joe Cicio Sent: Thursday,January 12, 2017 9:05 AM To: 'walshroofing@bellsouth.net' Subject: Review Comments for Permit Number 1701-0110 Attachments: Repo rt_FL_Review_Comments_NoncomplianQrf.pdf Dear St. Lucie County Permit Applicant, (Thank you for choosing to do business and invest in St Lucie County.St Lucie County is committed to assisting you nalvigate the Building review process. Please know that County staff is committed to customer service and part of that service is providing assistance and guidance with our processes. Please do not hesitate to contact us to further discuss your building project as needed. Please see the attached plan review comments which have been generated for your permit.As soon as we receive the modified plans and any additional required documentation back from the design professional, contractor or owner we will perform to permitting for permit issuance. Thank You i rJ i 1 I Planning B Development Services REVIEW COMMENTS Building&Code Regulation Division 2300 Virginia Avenue Fort Pierce,FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 Page 1 PROPERTY INFORMATION ddress: 789 Se Hidden River Dr Owner(s): Jeffrey Janocsko/Katherine E Post City/State/Zip: Port St Lucie, FI 34983 Parcel#: 3427-701-0024-000/6 Jurisdiction: SAINT LUCIE COUNTY Zoning: RS-3 Lot#: 23 Block: 1 I APPLICATION INFORMATION Permit Number: 1701-0110 Stories: Automatic Sprinkler System? No Permit Type: ROOF-TILE I CONTRACTOR INFORMATION I Contractor Name: Michael K Walsh Fax Number: 772-781-0901 Business Name: Michael Kevin Walsh Roofing Inc Email: Walshroofing@Bellsouth.Ne Business Addr: 1926 Se Doverbrook St t i City/State/Zip: Port St Lucie, FI 34983 REVIEWS AND COMMENTS I Review Type Status Reviewed By Date Started Date Completed Date Released i ,FRONT COUNTER REVIEW COMPLETE Deanna Givens 1/6/2017 1/6/2017 1/6/2017 Comment: !PLANS EXAMINER REVIEW INCOMPLETE Gfa-Engineer 1/12/2017 i j 1/12/2017 Comment: PROVIDE PRODUCT APPROVAL FOR HIP AND RIDGE METAL SUPPORT 1/12/2017 Comment: PROVIDE AN ENGINEERS REPORT OR HV FORM FOR UPLIFT I I i Jde Cicio From: walshroofing <walshroofing@bellsouth.net> Sent: Thursday,January 12, 2017 10:39 AM To: Joe Cicio Subject: Re: Review Comments for Permit Number 1701-0110 Joe, I'm not sure what you are looking for when you say"provide an engineers report or by form for uplift". Are you looking for a certification on the roof to wall connections? If that is the case would you take a letter from a certified.residential inspector? i T i ank you, Mick Flynn Walsh Roofing, Inc. (772)781-0900, On Thursday, January 12, 2017 9:07 AM, Joe Cicio <cicioj@stlucieco.org>wrote: I Dear St. Lucie County Permit Applicant, Thank you for choosing to do business and invest in St Lucie County. St Lucie County is committed to assisting you navigate the Building review process. Please know that County staff is committed to customer service and part of that service is providing assistance and guidance with our processes. Please do not hesitate to contact us to further discuss your building project as needed. Please see the attached plan review comments which have been generated for your permit. As soon as we receive the modified plans and any additional required documentation back from the design professional, contractor or owner we will perform to permitting for permit issuance. Thank You Please Note:Florida has very broad public records laws.Most written communications to or from County officials regarding County business are public records available to the public and media upon request.It is the policy of St.Lucie County that all County records shall be open for personal inspection,examination and/ or copying.Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication.If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. i i I I 1