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Home My WebLink AboutEnergy Calculation Form & Manual J's 4 LW ,c.T- w. J HRCD-10162017 hrcd)YlvAdam L. Hart, PE Po Box 2999 Stuart, FL 34995 772-215-8521 October 16th, 2017 St Lucie County Building Department Project: Soule Residence, 952 Nettles Island, Jensen Beach, FL LETTER OF SUBMITTAL To whom it may concern, Please refer to the requested Wind Load Calculations per ASCE 7-10 for the residence above & approval of the proposed roof system. Approved Roofing System for Project Above: FL 21082.4 Calculations Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 170.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Pitch of Roof = 4.5 : 12 Slope of Roof(Theta) = 20.56 Deg h: Mean Roof Ht = 16.41 ft Type of Roof = GABLED RHt: Ridge Ht = 17.81 ft Eht: Eave Height = 15.00 ft OH: Roof Overhang at Eave= 1.50 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 32.00 ft Bldg Width Across Ridge= 12.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 9.84 ft lzm: Cc*(33/Zm)^0.167 = 0.18 Lzm: 1*(Zm/33)^Epsilon = 558.79 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.96 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.90 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 Kh: 2.01*(Ht/Zg)^(2/Alpha) = 1.11 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 42.00 psf 1 HRCD-10162017 Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 512.65 ft^2 Reduction Factor based on Roof Area = 0.86 MWFRS-Wall Pressures for Wind Normal to 32 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall CP Pressure Pressure +Gcpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -25.41 -10.29 Side Walls -0.70 -32.55 -17.43 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi -----------------------------7------------------------------------- Windward 15.00 1.10 1.00 0.80 41.55 20.69 35.81 46.10 Windward 14.00 1.09 1.00 0.80 41.22 20.47 35.59 45.88 Windward 13.00 1.08 1.00 0.80 40.87 20.23 35.35 45.64 Windward 12.00 1.07 1.00 0.80 40.50 19.98 35.10 45.39 Windward .11.00 1.06 1.00 0.80 40.12 19.72 34.84 45.13 Windward 10.00 1.05 1.00 0.80 39.73 19.45 34.57 44.86 Windward 9.00 1.04 1.00 0.80 39.31 19.17 34.29 44.58 Windward 8.00 1.03 1.00 0.80 38.87 18.87 33.99 44.28 Windward 7.00 1.03 1.00 0.80 38.87 18.87 33.99 44.28 Windward 6.00 1.03 1.00 0.80 38.87 18.87 33.99 44.28 Windward 5.00 1.03 1.00 0.80 38.87 18.87 33.99 44.28 Windward 4.00 1.03 1.00 0.80 38.87 18.87 33.99 44.28 Windward 3.00 1.03 1.00 0.80 38.87 18.87 33.99 44.28 Windward 2.00 1.03 1.00 0.80 38.87 18.87 33.99 44.28 Windward 1.00 1.03 1.00 0.80 38.87 18.87 33.99 44.28 Roof Location CP Pressure Pressure +GCpi(psf)-GCpi(psf) ------------------------------------------------------7-------------------- Windward - Min Cp -0.68 -31.84 -16.72 Windward - Max Cp -0.16 -13.27 1.85 Leeward Norm to Ridge -0.60 -28.98 -13.86 Overhang Bot (Windward only) 0.80 28.25 28.25 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For, + or - GCPi) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 20.6 Deg, h/1= 0.51 Note (6) Overhang bottom based upon windward wall Cp and GCpi = 0. MWFRS-Wall Pressures for Wind Normal to 12 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall CP Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.27 -17.08 -1.96 Side Walls -0.70 -32.55 -17.43 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 17.81 1.12 1.00 0.80 42.43 21.29 36.41 38.37 Windward 15.00 1.10 1.00 0.80 41.55 20.69 35.81 37.77 Windward 14.00 1.09 1.00 0.80 41.22 20.47 35.59 37.55 Windward 13.00 1.08 1.00 0.80 40.87 20.23 35.35 37.31 Windward 12.00 1.07 1.00 0.80 40.50 19.98 35.10 37.06 Windward 11.00 1.06 1.00 0.80 40.12 19.72 34.84 36.80 Windward 10.00 1.05 1.00 0.80 39.73 19.45 34.57 36.53 Windward 9.00 1.04 1.00 0.80 39.31 19.17 34.29 36.25 Windward 8.00 1.03 1.00 0.80 38.87 18.87 33.99 35.95 Windward 7.00 1.03 1.00 0.80 38.87 18.87 33.99 35.95 Windward 6.00 1.03 1.00 0.80 38.87 18.87 33.99 35.95 Windward 5.00 1.03 1.00 0.80 38.87 18.87 33.99 35.95 Windward 4.00 1.03 1.00 0.80 38.87 18.87 33.99 35.95 Windward 3.00 1.03 1.00 0.80 38.87 18.87 33.99 35.95 Windward 2.00 1.03 1.00 0.80 38.87 18.87 33.99 35.95 2 K HRCD-10162017 Windward 1.00 1.03 1.00 0.80 38.87 18.87 33.99 35.95 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) ---------------------------------------------------------------- Roof: 0.0 ft to 8.2 ft -0.91 -39.89 -24.77 Roof: 8.2 ft to 16.4 ft -0.89 -39.51 -24.39 Roof: 16.4 ft to 32.0 ft -0.51 -25.59 -10.47 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.51 Respectfully Submitted, %.� � Q'. G ENS+ 10/16/17 * .• No 630 Op Adam L. Hart, P.E., License 9 63079 - PO Box 2999, Stuart, FL 34995, 772-215-8521 O . A F NALE�.�`�, 3 Florida Building Code Online Page 2 of 2 J Product Approval Method Method 1 Option C Date Submitted 10/14/2015 Date Validated 10/29/2015 Date Pending FBC Approval Date Approved 10/29/2015 Date Revised 08/28/2017 Summary of Products FL# Model,Number or Name Description 14724.1 GacoFlex 52000 GacoFlex S-2000 Series are single component elastomeric waterproofing moisture curing silicone coatings,GacoSil S-2000 Series are petroleum-free coatings. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FU4724 R2 II GacoFlex S20 Series-Application Approved for use outside HVHZ:Yes Instructions 0615.Ddf Impact Resistant:No Verified By: Miami-Dade BCCO-EVL Design Pressure:N/A Created by Independent Third Party: Other: Evaluation Reports FL14724 R2 AE 120426 06 roof coating systems.Ddf Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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 are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: M W1 ® eCliE` M Credit Card Safe. I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueufsxW4GV... 10/16/2017 Florida Building Code Online Page 1 of 2 s f BCIS Home i Log In User Registration ' Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff ; BCIS Site Map Links •Search j b a b Product Approval USER:Public User iL''.�-•Fx rmw�a. Product Approval Menu>Product or Application Search>Application List>Application Detail a FL# FL2569-R12 Application Type Revision Code Version 2014 Application Status Approved Comments Archived CJ t Product Manufacturer Soprema,Inc, (Canada) Address/Phone/Email 1640 rue Haggarty Drummondville,NON-US 00000 (819)478-2400 Ext 3327 memathieu@soprema.ca Authorized Signature Marc-Etienne Mathieu memathieu@soprema.ca Technical Representative Marc-Etienne Mathieu Address/Phone/Email 1688 Jean-Berchmans-Michaud Drummondville, NON-US 00000 (819)478-2400 Ext 3327 memathieu@soprema.ca Quality Assurance Representative Jean-Francois Cote, Ph.D. Address/Phone/Email 1640 rue Haggarty Drummondville (888)811-3145 jfcote@soprema.ca Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1:1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert J. M. Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/17/2020 Validated By John W. Knezevich,PE Mi Validation Checklist-Hardcopy Received Certificate of Independence FL2569 R12 COI 2017 01 COI Nieminen.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2009 ASTM D6163 2000 ASTM D6164 2005 FM 4474 2004 FRSA/TRI April 2012(04-12) 2012 TAS 103 1995 TAS 110 2000 UL 1897 2004 https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKQFEnckB l O8Erx... 10/3/2017 'Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/12/2017 Date Validated 06/13/2017 Date Pending FBC Approval 06/15/2017 Date Approved 08/08/2017 Summary of Products FL# Model,Number or Description Name 2569.1 Soprema Roof Self adhering roof underlayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ:No FL2569 R12 II 2017 06 FINAL ER SOPREMA CA UNDE LLAYMENTS FL2569- Approved for use outside HVHZ:Yes R12.Odf Impact Resistant:N/A Verified By: Robert Nieminen, P.E. PE-59166 Design Pressure: +N/A/-150 Created by Independent Third Party:Yes Other: 1.)Refer to ER Section 5 for Evaluation Reports Limits of Use.2.)The design pressure FL2569 R12 AE 2017 06 FINAL ER SOPREMA CA UNDERLAYMENTS FL2569- noted herein pertains to underlayment 111,2.od systems used beneath adhesive-set tile Created by Independent Third Party:Yes systems.Refer to ER Section 5.6.4 for details. Back Nert Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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 are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® ER M Credit Card Safe https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsKQFEnckB108Erx... 10/3/2017 S EXTERIOR RESEARCH&DESIGN, LLC. Certificate of Authorization#9503 353 CHRISTIAN STREET,UNIT#13 TRINI`TY ERD OXFORD,CT 06478 (203)262-9245 EVALUATION REPORT Soprema, Inc. Evaluation Report S18010.06.09-1110 1640 rue Haggerty FL2569-R12 Drummondville, Quebec J2C 5138 Canada Date of Issuance:06/15/2009 (819)478-2400 Revision 10:06/12/2017 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 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Soprema 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 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 7. Prepared by: 'S�,rt�rr rr`�r�i tom' LL- Robert J.M. Nieminen P.E. %�-r..p _;;sThe facsimile seal appearing was authorized by Robert Nieminen, z %'SSC•'••;C ��.�� P.E.on 06/12/2017.This does not serve as an electronically signed Florida Registration No.59166,Florida DCA ANE1983 ''•�,s�ipy st E;:•S document.Signed, This hardoopies have been transmitted to the Product Approval Administrator and to the named client 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 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. 5. This is a building code evaluation. Neither Trinity I 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. TRINITf I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Soprema, 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 Property Standard Year 1504.3.1 Wind Resistance FM 4474 2004 1504.3.1 Wind Uplift UL 1897 2004 1507.2.4,1507.2.8, Physical Properties ASTM D1970 2009 1507.2.9.2,1507.4.5.1, 1507.5.3,1507.7.3 1507.11.2 Physical Properties ASTM D6163 2000 1507.11.2 Physical Properties ASTM D6164 2005 1523.6.5.2.1 Physical Properties TAS 103 1995 TAS 110 Accelerated Weathering TAS 110 2000 1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012 3. REFERENCES: Entity Examination Reference Date ERD(TST6049) ASTM D1970/TAS 110 2968.05.04-2 05/14/2004 ERD(TST6049) Physical Properties 2757.02.05 02/03/2005 ERD(TST6049) ASTM D1970/TAS 110 2974.03.05-2 05/17/2005 ERD(TST6049) Wind Resistance 2778.07.05 07/15/2005 ERD(TST6049) Wind Resistance 2779.11.05-111 04/18/2007 ERD(TST6049) TAS 103/TAS 110 S7120.11.07-2 11/02/2007 ERD(TST6049) ASTM D1970/TAS 110 S13190.02.09-R1 04/01/2010 ERD(TST6049) ASTM D1970/TAS 110 531370.03.10-1-R1 04/07/2010 ERD(TST6049) Physical Properties/Tensile Adhesion 511150.05.10-R1 09/09/2010 ERD(TST6049) Physical Properties/Tensile Adhesion 511150.05.09-R2 10/05/2010 ERD(TST6049) ASTM D1970 537210.11.11 11/09/2011 ERD(TST6049) ASTM D1970 540540.02.13-1 02/19/2013 ERD(TST6049) Physical Properties/Tensile Adhesion 543530.02.14-1 02/21/2014 ERD(TST6049) Physical Properties/Tensile Adhesion SOPC-SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SOPC-SC8520.14 04/17/2015 ERD(TST6049) Wind Resistance SOPC-SC14045.05.17-R1 06/07/2017 M-D(CER1592) HVHZ Compliance 15-0508.04 09/24/2015 ICC-ES(EVL2396) 2015 IBC Compliance ESR-1524 03/01/2017 PRI(TST5878) Physical Properties SOP-064-02-01 12/03/2013 Soprema,Inc.(PDM3511) Equivalency Declaration SA SMOOTH PLY 40 05/29/2015 UL,LLC(QUA9625) Quality Control Service Confirmation Exp.10/16/2017 4. PRODUCT DESCRIPTION: 4.1 Lastobond TU HT is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment. 4.2 Lastobond Shield is a self-adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment available in two widths;36 and 45 inch. 4.3 RESISTO SA SMOOTH PLY 40 is a self-adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment; available in 3.3 ft x 65 ft rolls. Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-1110 Certificate of Authorization 119503 FBC NON-HVHZ EVALUATION FL2569-R12 Soprema,Inc. Revision 10:06/12/2017 Page 2 of 7 \_1'1TR1N1Wi ERD t 4.4 Lastobond Shield HT is a self-adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof.underlayment. 4.5 Lastobond Pro HT-N is a self-adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment available in two widths;36 and 45 inch. 4.6 Lastobond Pro HT-S is a self-adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment. 4.7 Lastobond 195 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment. 4.8 Lastobond Eaves Protection Sheet is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment. 4.9 Lastobond Eco is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment. 4.10 Lastobond Smooth Seal HT is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen roof underlayment. 4.11 RESISTO LB1236 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,with a 36-inch sheet width. 4.12 PrimeSource Grip-Rite Eave&Valley Protector is a self-adhering,glass-mat reinforced,sand-surfaced,SBS modified bitumen roof underlayment,with a 36-inch sheet width. 4.13 RESISTO LB1244 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,'with a 44-inch sheet width. 4.14 Colphene FR GR is a self-adhering, fiberglass reinforced, granule-surfaced, SBS modified bitumen roof underlayment. 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 report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Soprema Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the underlayments are follows: „ tx, TABLET RC►OF COVER OPTIONS Asphalt Nail-On Foam-On Metal Wood Shakes& Underlayment Shingles Tile Tile Shingles Slate Lastobond TU HT Yes Yes Yes Yes Yes Yes See 5.5.1 Lastobond Shield/Pro HT-N/ Yes No No No Yes Yes RESISTO SA SMOOTH PLY 40 Lastobond Shield HT/Pro HT-S Yes No No Yes Yes Yes Lastobond Eaves Protection Yes No No No Yes Yes Sheet/Lastobond 195 Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-1110 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL2569-R12 Soprema,Inc. Revision 10:06/12/2017 Page 3 of 7 TRINITY ERS i N TAB<E 1 ROOF COVER OPTIONS Underlayment Asphalt Nail-On Foam-On Metal Wood Shakes& Slate Shingles Tile Tile Shingles Lastobond ECO /RESISTO LB1236,Grip-Rite Eave&Valley Yes No No No Yes Yes Protector/RESISTO LB1244 Lastobond Smooth Seal HT Yes No No Yes Yes Yes Colphene FR GR Yes Yes Yes No Yes Yes See 5.5.1 5.5.1 "Foam-On Tile" is limited to use of the following adhesives unless tensile adhesion/long term aging data from an accredited testing laboratory is provided. Underlayment Adhesive(s) Lastobond TU HT ICP Adhesives"Polyset AH-160"(FL6332);Dow Chemical"TileBoncl 'Roof Tile Adhesive"(FL717) Colphene FR GR ICP Adhesives"Polyset AH-160"(FL6332) 5.6 Allowable substrates are noted below: 5.6.1 Direct-Bond to Deck: Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO LB1236,Grip-Rite Eave&Valley Protector, RESISTO LB1244 or Lastobond Smooth Seal HT applied to: ➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine;ASTM D41 primed structural concrete. Colphene FR GR applied to: ➢ Plywood;ASTM D41 primed plywood;ASTM D41 primed structural concrete. Note: ➢ While not required over plywood, OSB or Southern Yellow Pine substrates, Soprema recommends priming with Elastocol Stick or Elastocol 600c if the final roof cover is not slated for installation within 24 hours. ➢ Soprema requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-adhering underlayment. 5.6.2 Bond-to-Insulation: Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO LB1236, Grip-Rite Eave&Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR applied to: ➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on tile systems(Lastobond TU HT only),insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D or TAS 114,Appendix J. Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-R10 Certificate of Authorization#9503 FBC NON-HVH2 EVALUATION FL2569-R12 Soprema,Inc. Revision 10:06/12/2017 Page 4 of 7 TRINITYERD 5.6.3 Bond to Mechanically Attached Base Laver: Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO LB1236,Grip-Rite Eave&Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR applied to: ➢ ASTM D226,Type I or II felt;Sopra-G; Modified Sopra-G. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on tile systems (Lastobond TU HT only), base layer shall be attached in accordance with FRSA/TRI April 2012(04-12). 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on 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 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)or FBC 1609 for determination of design wind pressures. 5.6.4.1 Maximum Design Pressure=-45.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) Elastocol Stick, Elastocol 600c or RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered. 5.6.4.2 Maximum Design Pressure=-67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Elastocol 600c Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered. 5.6.4.3 Maximum Design Pressure=-150.0 psf: Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT, self-adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end-laps. 5.6.4.4 Maximum Design Pressure=-60.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three (3), equally spaced rows in the center of the sheet. Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-R10 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL2569-R12 Soprema,Inc. Revision 10:06/12/2017 Page 5 of 7 YI-12) TRINITY ERD 5.7 Exposure Limitations: Lastobond Eaves Protection Sheet, Lastobond 195,Lastobond Eco, Lastobond Smooth Seal HT, RESISTO LB1236, Grip-Rite Eave&Valley Protector or RESISTO LB1244 shall not be left exposed for longer than 307 days after installation. Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT or Lastobond Pro HT-S shall not be left exposed for longer than 90-days after installation. Lastobond TU HT or Colphene FR GR shall not be left exposed for longer than 180-days after installation. 6. INSTALLATION: 6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate with Elastocol Stick, Elastocol 600c or RESISTO EXTERIOR PRIMER(if applicable). 6.3 Lastobond TU HT,Lastobond Shield,Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond Eco, Lastobond Smooth Seal HT,RESISTO LB1236,Grip-Rite Eave&Valley Protector,RESISTO LB1244 or Colphene FR GR: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile Applications: While priming is optional, Soprema recommends priming with Elastocol Stick, Elastocol 600c or RESISTO EXTERIOR PRIMER if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel-off the release film diagonally while holding the membrane tight. Firmly roll the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps shall be sealed using either heat-welding or hot air welding techniques. When installing at slopes above 8:12, Soprema recommends back-nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys,apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications(Lastobond TU HT or Colphene FR GR only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam-on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012(04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-1110 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL2569-R12 Soprema,Inc. Revision 30:06/12/2017 Page 6 of 7 \ TRINITY ERD 6.3.3.1 Lastobond TU HT has met the tile slippage test requirements specified in FRSA/TRI April 2012 (04-12) up to a 10-tile stack to a maximum roof pitch of 6:12 for flat tiles and 5:12 for lugged tiles. Lugged tiles staged at pitch>5:12 may use alternate staging method (bottom 2-tile stack shall be inverted,followed by 8 tiles high on slope,as shown below). ¢g" k L � � =:.YF •tk,, i Figure 1: Alternate Staging Method Alternatively, at roof slopes greater than these limitations, all tiles shall be loaded onto a nominal 1"x 2" horizontal batten to prevent slippage or damage to the underlayment 6.3.3.2 Colphene FR GR has met the tile slippage test requirements specified in FRSA/TRI April 2012(04-12) up to a 10-tile stack to a maximum roof pitch of 5:12 for flat tiles and 6:12 for lugged tiles. At roof slopes greater than these limitations,all tiles shall be loaded onto a nominal 1"x 2"horizontal batten to prevent slippage or damage to the underlayment. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625;(314)578-3406;k.chancellor@us,ul.com -END OF EVALUATION REPORT- Exterior Research and Design,U.C. Evaluation Report 518010.06.09-R10 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL2569-R12 Soprema,Inc. Revision 10:06/12/2017 Page 7 of 7 Florida Building Code Online Page 1 of 2 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search III``` b Product Approval USER:Public User Product Approval Menu>Product or Applkation Search>Application List>Application Detail • , FL# FL14724-R2 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 LJ Product Manufacturer Gaco Western,Inc, Address/Phone/Email 1245 Chapman Drive Waukesha,WI 53186 (262)832-0674 Mfortney@gaco.com Authorized Signature Mark Fortney Mfortney@gaco.com Technical Representative Mark Fortney Address/Phone/Email 1245 Chapman Drieve Waukesha,WI 53186 (262)832-0674 MFortney@gaco.com Quality Assurance Representative Mark Fortney Address/Phone/Email 1245 Chapman Drive Waukesha,WI 53186 (262)836-0674 mfortney@gaco.com Category Roofing Subcategory Cements-Adhesives-Coatings Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Miami-Dade BCCO-EVL Quality Assurance Entity Miami-Dade BCCO-CER Quality Assurance Contract Expiration Date 05/31/2017 Validated By Miami-Dade BCCO-VAL Certificate of Independence Referenced Standard and Year(of Standard) Standard Year ASTM D 6083 2005 ASTM D 6694 2008 UL790 2004 Equivalence of Product Standards Certified By Approved Evaluation Entity FL14724 R2 Eauiv 120426 06 roof coating systems.pdf Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueufsxW4GV... 10/16/2017