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HomeMy WebLinkAboutRoofing Wind Loadsa a STRUCTURAL ENGINEERING PROFESSIONALS, INC. Strz�,c,taral Mecltar�iCcri .£�,Civi Er3gir�.eer rtg .Cor�sr:r•l,t�trt,fs ROOFING WIND LOADS February 8, 2022 To: St. Lucie County Planning & Development Services Building & Code Regulation Services 2300 Virginia Avenue Fort Pierce, Fl. 34982 Project: Roof Replacement Aquanique Condominium 2700 N Hwy AlA Fort Pierce, Fl. 3494 Gentlemen: This is to provide wind loads for the upcoming project at the Aquanique Condominium. You should be receiving a permit application by Pritts Roofing in regard to this project. Attached are wind load calculations based on FBC 2020, 7 Edition and ASCE 16-7, for all six zones of the roof. MecaWind v2386 was utilized to accomplish this analysis. Assumptions are: Vult: 170 Mph Exposure: D. Category II Enclosed Respectfully, 4 David Colston, P.E. a } FL Reg. #55501 WMT.tapmOW:TEBI Office: 561-844-4060 ( rt. iat� Cell: 561-719-3676 4, } s ZZry -cv 36® REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC owl This document has been digitally signed and sealed by David T Colston, P.E.; FL No. 55501. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 1880 82^d Ave, Ste 202F ♦ Vero Beach, Florida 32966 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 www.struc-engineers.com Aquanique Wind Loads page 1 of 1 MecaWind v2386 Software Developer: Meca Enterprises Inc., www.meca.biz, Copyright Q 2020 Calculations Prepared by: Date: Jul 20, 2021 Basic Wind Parameters Wind. Load Standard Wind Design Speed Structure Type General Wind Settings David Colston, PE FL Reg 55501. = ASCE 7-16 Exposure Category = 1.70.0 mph Risk Category Building Building Type Incl_LF = Include ASD Load Factor of 0.6 in Pressures DynType Dynamic Type of Structure NF = Natural Frequency of Structure (Mode 1) Zg ='Altitude (Ground Elevation) above Sea Level Bdist = Base Elevation of Structure SDB = simple Diaphragm Building Reacs = Show the Base Reactions in the output MWFRSType'= MWFRS Method Selected Topographic Factor per Fig 26-8-1 Topo Topographic Feature Kzt = Topographic.Factor Building Inputs RoofType: Building Roof Type = Flat W Building.Width = 162.000 ft Par' Is there a Parapet = True Por Parapet Porosity = Solid Exposure Constants per Table 26:11-1: Alpha: Table 26..11-1 Const = 11.500 At: Table 26.11-1 Const = 0.087 Am: Table 26.11-1 Const = 0.111 C: Table 26.11-1 Const = 0.150 Overhang Inputs: Std = Overhangs on all sides are the same OHType = Type of Roof Wall Intersections OH = Overhang of Roof Beyond Wall = D = II Enclosed True 'Rigid 1.000 1.000 Hz = 0.000 ft 0.000 ft False = False = Ch 27 Pt 1 = None = 1:000 RfHt Roof Height = 162.000 ft . L Building Length = 108.670-ft PHt :.Height of Parapet = 4.000 ft P_GCPi : Parapet Int Press' _ +/-0.00- Zg: Table 26.11-1 Const = 700.000 ft Bt: Table 26.11-1 Const = 1.010 BM: Table-26.11-1 Const = 0.8.00 Eps: Table 26.1.1-1 Const = 0.125 True = 0.000 ft Main Wind Force Resisting System (MWFRS) Calculations per Ch 27 Part 1: h Mean Roof Height above grade = 162..000 ft Kh = 15. ft (4.572 m]< Z <Zg-->(2.01*(Z/zg)^(2/Alpha) {Table 26.10-1)'= 1.558 Kzt = Topographic Factor is 1 since no Topographic feature specified 1.000 Kd = Wind Directionality Factor per Table 26..6-1 = 0.85 Zg = Elevation above Sea Level = 0.000 ft Ke = Ground Elevation Factor: Ke = e^-'(0.0000362*Zg)'(Table 26.9-1) = 1.000. GCPi = Ref Table 26.13-1 for Enclosed Building' = +/-0.18 RA = Roof Area = 17604.54 s.q ft LF = Load Factor based upon ASD Design = 0.60 qh = (0.00256 * Kh * Kzt * Kd * Ke * V^2) * LF = 58.80 psf qin = For Negative Internal Pressure of Enclosed Building use qh*LF 58.80 psf qip = For Positive Internal Pressure of Enclosed Building use qh*LF = 58.80 psf Gust Factor Calculation: GusL Factor. CaLegory I Rigia SLructures - Sirepiilien D`ethoa G1 = For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 GusL Factor Category II Figid Structures - Co*t:piete Analysis Zm = 0.6 * Ht = 97.200 ft Izm = Cc * (33 / Zm) 0.167 = 0.125 Lzm = L * (Zm./ 33) Epsilon 743.973 Q = (1 / (1 + 0.63 * ((B + Ht) / Lzm)^0.63))^0.5 = 0.866 G2 = 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.873 GusL. Factor Used in Analvsis G = Lessor Of G1 Or G2 = 0.850 MWFRS Wind Normal to Ridge (Ref Fig 27.3-1) h, = Mean Roof Height Of Building = 162.000 ft hp = Height to the top of the Parapet = 166.000 ft RHt = Ridge Height Of Roof = 162.000 ft B = Horizontal Dimension Of Building Normal To Wind Direction = 108.670 ft L = Horizontal Dimension Of building Parallel To Wind Direction = 162.000 ft L/B = Ratio Of L/B used For Cp determination = 1.491 h/L = Ratio Of h/L used For.Cp determination = 1.000 Slope = Slope of Roof = 0.0 Deg, . OH_Bot_-Y = Overhang Bottom -Y (Windward Face Only) = 0.8, 0.8 Roof = **Roof Coeff (0 to h/2). (0.000 ft to 81.000 ft) _ -0.18, -1.04 Roof = Roof Coeff (11/2 to h) (81:000 ft to 162.000 ft) _-.0.18, -0..7 Roof = Roof Coeff (h to 2h) (162.000 ft to 162.0.00 ft) _ -0.18, -0.7 **Includes Reduction Factor 0.8 For roof area, applied To Cp=-1.3 For h/L>=1 & (0 To h/2) Cp_WW = Windward Wall Coefficient (All L/B Values) = 0.80 Cp_LW = Leward Wall Coefficient using L/B = -0.40 Cp-SW = Side Wall Coefficient (All L/B values) = -0.70 GCpn_WW = Parapet Combined Net Pressure Coefficient (Windward Parapet) = 1.50 GCpn_LW = Parapet Combined Net Pressure Coefficient (Leeward Parapet) = -1:00 Wall Wind Pressures based On Positive Internal Pressure (+GCPi) - Normal to Ridge All wind pressures include a load factor of 0.6 Elev Kz Kzt qz GCPi Windward .Leeward Side Total Minimum PressPress' Press Press Pressure* ftpsf psf psf psf psf psf ------------------ ------ --------------- 166.00 1.565 1_000' 59.05 'Parapet 88.57 -59.05 -34.99 147.62 9.60- 162.00 1.558.1.'000 58.80 0.18 29.40 -30.67 '-45.57 60.07 9.60 Wall Wind Pressures based on Negative Internal Pressure. (-GCPi) -. Normal.to Ridge All wind pressures include a load factor. of 0.6 Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure* .ft psf psf psf psf psf psf, ----------------------- ------ -------------- - 166.00 1.565 1.000."59.05..Parapet 88'.57-5.9.05. -34.99 147.62 9.60 162.00 1.558 1.000 .58.80 -0.18 50.57 -9.50 24.40 60.07 9.60 Notes Wall Pressures: Kz = Velocity Press Exp Coeff Kzt = Topographical Factor qz = 0.00256*Kz*Kzt*Kd*V^2 GCPi = Internal Press Coefficient Side = qh * G * Cp_SW -.qip * +GCPi Windward = qz * G * Cp_WW - qip.* +GCPi Leeward = qh * G * Cp_LW - qip * +GCPi Total = Windward Press = Leeward Press Windward Parapet = qz*GCpn_WW Leeward Parapet = qz*GCpn LW. * Minimum Pressure: Para 27.1.5 no less than 9.60 psf (Incl LF) applied to Walls + Pressures Acting TOWARD Surface - Pressures Acting AWAY from•Surface Roof Wind Pressures for. Positive 6 Negative Internal Pressure (+/- GCPi) - Normal to Ridge All wind pressures include a load factor of 0.6 Roof Var Start End Cp_min Cp_max GCPi Pressure Pressure Pressure Pressure Dist Dist Pn_min* Pp_min* Pn_max Pp_max ft ft psf psf -psf psf =----------------------- ------ ------ ------------------------------------- OH_Bot_-Y N/A N/A 0.800 .0..800 0.0.00 39.98 39.98 .39.98 39.98 Roof (All) 0.000 81.000 -0.180 -1.040 0.180 1.59 -19.58 -41.39 -62.56 Roof (All) 81.000 162.000 -0.180 -0.700 0.180 1.59 -19.58 -24.40 45.57 Roof (All) 162.000 162.000 -0.180 -0.700 0.180 1,.59 -19.58 -24.40 -45.57 Notes Roof Pressures: Start Dist = Start- Dist from Windward Edge End Dist = End Dist from Windward Edge Cp_Max = Largest Coefficient Magnitude Cp_Min . = Smallest Coefficient Magnitude Pp_max = qh*G*Cp_max - qip*(+GCPi) Pn_max = qh*G*Cp_max - qin*(-GCpi) Pp_min* = qh*G*Cp_min - qip*(+GCPi) Pn_min* = qh*G*Cp'min - qin*(-GCPi) OH = Overhang X = Dir along Ridge Y = Dir Peipendcular to Ridge 'Z = Vertical * The smaller uplift.pressures due to'Cp_Min can become critical when wind is combined . with roof live load or snow load; load combinations are given in ASCE 7 + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface MWFRS Wind Parallel to Ridge (Ref Fig 27.3-11 h = Mean Roof Height Of Building = 162.000 ft hp =.Height to the top of the Parapet = 166.000 ft RHt = Ridge Height Of Roof = 162.000 £t B = Horizontal Dimension Of Building Normal To Wind Direction = 162.000 ft L = Horizontal Dimension Of building Parallel To Wind Direction 108.670 ft L/B = Ratio Of L/B used For Cp determination = 0.671 h/L = Ratio Of h/L used For Cp determination = 1.491 Slope = Slope of Roof = 0.0 Deg OH_Bot_ X = Overhang Bottom -X (Windward Face Only) = 0.8, 0.8 Roof = **Roof Coeff (0 to h/2) (0.000 ft to 81.000 ft) _ -0.18, -1.04 Roof = Roof Coeff (h/2 to h) (81.000 ft to 108.670 ft) _ -0.18, -0.7 **Includes,Reduction Factor 0.8 For roof area, applied To Cp=-1.3 For h/L>=1 & (0 To h/2) Cp_WW = Windward Wall Coefficient (All L/B Values) = 0.80 Cp_LW = Leward Wall Coefficient using L/B = -0.50 Cp_SW = Side Wall Coefficient (All L/B values) _ -0.70 GCpn_WW = Parapet'Combined.Net Pressure Coefficient (Windward Parapet) = 1.50 GCpn_LW = Parapet Combined Net Pressure Coefficient (Leeward Parapet)', = -1.00 Wall Wind Pressures based On Positive Internal Pressure (+GCPi) Parallel to Ridge All wind pressures include a load factor of 0.6 Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press, Press Press Pressure* ft psf psf psf psf psf. psf -------------------- ------ --------------- 166.00 1.565 1.000 59.05 Parapet 88.51-6.9.05-,34..99 147.62 9.60 162.00 1.558 1.00.0 58.80 0.18 29.40 -35.57 -95.57 64..97. 9.60 Wall Wind Pressures based on Negative Internal Pressure (-GCPi) - Parallel to Ridge All wind pressures include a load factor of 0.6' Elev Kz Kzt qz GCPi Windward Leeward ' Side Total Minimum Press Press Press Press Pressure* ft psf psf psf psf psf psf -------------------- ---- ------------:-- 166.00 1.565 1.000 59.05 Parapet 86-57 -59:05 -34.99 .147..62 9.60 162.00 1.558 1.000 58.80 -6.18 50.57. -14.41 -24.40 64.97 9.60 Notes Wall Pressures: Kz = Velocity Press Exp Coeff Kzt = Topographical -Factor qz0.00256*Kz*Kzt*Kd*V^2 GCPi Internal Press Coefficient Side = qh.* G *.Cp SW - qip * +GCPi Windward = qz * G'* Cp_WW = qip * +GCPi Leeward = qh * G * Cp_LW - qip * +GCPi Total = Windward Press - Leeward Press Windward Parapet = qz*GCpn_WW Leeward Parapet = qz*GCpn LW * Minimum Pressure: Para 27.1.5 no less than 9.60 psf (Incl LF) applied -to Walls +'Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface Roof Wind Pressures for Positive & Negative Internal Pressure (+/--GCPi) - Parallel to Ridge All wind pressures include a load factor of 0.6 Roof Var Start End Cp_min Cp_max GCPi Pressure Pressure Pressure Pressure Dist Dist Pn_min* Pp_min* Pn max Pp_max ft ft psf psf psf psf ----- ------------------------------------ OH_Bot_-X N/A N/A 0.800 0.800 0.000 39.98 39.98 39.98 39.98 Roof (All) 0.000 81.000-.0.180 -1.040 0.180 1.59 -19.58 -41.39 -62.56 Roof (All) 81.000 108.'670 -0.180 -0.700 0.180 1.59 -19.56 -24.40 -45.57 Notes Roof Pressures:. Start Dist = Start Dist from Windward Edge End Dist = End Dist from Windward Edge Cp_Max = Largest Coefficient Magnitude Cp Min = Smallest Coefficient Magnitude Pp_max = qh*G*Cp_max - qip*(+GCPi) Pn_max = qh*G*Cp_max - qin*(-GCpi) Pp_min* = qh*G*Cp_min - qip*(+GCPi) Pn_min* = qh*G*Cp min - qin*'(-GCPi) OH = Overhang X = Dir along Ridge Y = Dir Perpendcular to Ridge Z. = Vertical * The smaller uplift pressures due'to Cp_Min can become critical when wind is combined with roof.live load or snow load; load combinations are given in ASCE 7 + Pressures -Acting TOWARD Surface - Pressures Acting AWAY from Surface Components and Cladding (C&C) Calculations per Cti 30 Part.3: Theta = Slope of Roof = 0.0 Deg h Mean Roof Height above grade = 162.000 ft Kh = 15 ft [4.572 m]< Z <Zg-->(2.01*(Z/zg)^(2/Alpha) (Table 26:10-1)= 1.558 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 Kd = Wind Directionality Factor per Table 26.6-1 = 0.85 GCPi = Ref Table 26.13-1 for Enclosed Building = +/-0.18 LF = Load Factor based upon ASD Design = 0.60 qh = (0.00256 * Kh * Kzt * Kd * Ke * V^2) * LF = 58.80 psf. LHD = Least Horizontal Dimension: Min(B, L) = 108.670 ft al = Min(0.1 * LHD, 0.4 * h = 10.867 ft a = Max(al, 0.04 * LHD, 3 ft [0.9 m]) = 10.867 ft C&C entries with Zones which are Not Applicable to Ch 30 Pt 3 and/or Building Selections Description Zone Width Span Length ft ft ft Zone 1' 1' 1.000 1.000 Zone l OH 1'OH 1.000 1.000 Zone 11_OH 1' OH 1.000 1.000 Effective Wind Area for C&C per Ch 30 Part 3 Description Zone Elev Width Span 1/3 Area Ref GCp GCp Length Rule Fig Max Min ft ft ft ft sq ft ----------- ---- ------ ----- ------ ---- ----- ------ ----- ------ Zone 1 1 162.00 1.000 1.000 No 1.00 30.5-1 0.000 -1.400 Zone 2 2 162.00 1.000 1.000 No 1.00 30.5-1 '0.000 -2.300 Zone 3 3 162.00 1.000 1.000 No 1.00 30.5-1 0.000 -2.300 Zone 4 4 162.00 1.000 1.000 No 1.00 30.6-1 0.900 -0.900 Zone 5 5 162.00 1.000 1.000 No 1.00 30.6-1 0.900 -1.800 Wind Pressures for C&C per Ch 30 Part 3 All wind pressures include a load factor of 0.6 Description Zone qi n •^ _ M _ _ _ -_ o M;n Max Min ax Min psf psf psf psf psf psf psf psf psf ------------ ------------ ----- ------- Zone 1 1 58.80 58.80 58.80 .0.00 0.00 i0.58-92..90 10.58 -92.90 Zone 2 2 58.80 58.80 58.80 0.00 0.00 16.58-145.62 16.58-145.82 Zone 3 3 58.80' 58.80 58.80 0.00 0.00 10.58-145.82 10.58-145.82 Zone 4 4 58.80 58.80 58.80 63.50 -63.50 63.50 63.50. 63.50 -63.50 17one 5 5 58.80 58.80 58.80 63.50-116.42 63.50-116.42 63.50-116.42 GCp = Wa ^�_* Roofs (Slope < 10 Deg) use. Fig 30.56-1 = Per Fig 30.5-1 Note 6 00 - - - and C qi = qh for Enclosed buildings q_ww = qz for Windward walls q_oth = qh for Leeward walls, Side walls and Roofs P_WW = Press on Windward Walls: q_ww * GCp - qi *'(+/-GCpi) [Eqn 30.5-11 P Oth =.Press on Leeward/Side/Roof: q_oth * GCp - qi * (+/-GCpi) [Eqn 30.5-11 P_Max = Max Positive Pressure on C&C component: Max(P_WW, P_Oth) P_Min = Max negative pressure on C&C component: Min(P_WW, P_Oth)' * Per Para 30.2.2'the Minimum Pressure. for C&C is 9.60 psf [0.460 kPa] (Includes LF) Parapet Components and Cladding (C&C) Calculations per Ch 30 Part 6• hp = Elevation of top of Parapet above grade:. RHt+Pht = 16.6.0 ft Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 Kd = Wind Directionality Factor per Table 26.6-1 = 0.85 GCPi = Internal Pressure for Parapet: Solid = 0.00 LF = Load Factor based upon ASD Design = 0.60 Kz = 15 ft. [4.572 m]< Z <Zg-->(2.01*(Z/zg)^(2/Alpha) (Table 26.10-1)= 1.565 qp = (0.00256 * Kz * Kzt * Kd * V^2 * I) * LF = 59.05 psf Wind Pressures for Parapet C&C 'per Ch 30 Part 6 - Load Case A All wind .pressures include a load factor of 0.6 Description Zone Width Span Area 1/3 Roof GCpl GCp2 P1 P2 Pnet Rule Fig ft ----------- ft ft ft psf psf ---- ----- ----- ----- ----------- ----- psf Zone 4_P ------ ------------ 4_P 1.000 1.000 1.000 No 30.3-2A 0.900 -2.300 53.14-135.81 ------ 188.96 Zone 5_P 5_P 1.000 1.000 1.000 No 30.3-2A 0.900 -2.300 53.14-135.81 188.96 GCp = External Pressure Coefficients taken from Figures 30.3-1 through 30.3-7 p = Wind Pressure: qp*(GCp - GCpi) [Eqn 30.9-1] Zone = 4 P (Edges) --> Wall Zone = 4 and Roof Zone = 2 = 5 P (Corners) --> Wall Zone = 5 and Roof Zone = 3 GCpl & P1 = GCp and pressure for Windward size of Upwind Parapet (Load Case A) GCp based upon Positive Wall Pressure GCp2 & P2 = GCp and pressure for Leeward size .of Upwind Parapet (Load Case A) GCp based upon Negative Roof Pressure Pnet Net wind pressure on Parapet: qp*(GCpl - GCP2) Wind Pressures for Parapet C&C per Ch 30 Part 6 - Load Case B All wind pressures include a load factor of 0.6 Description Zone Width Span Area 1/3 Roof GCpi GCp4 P3 P4 Pnet Rule Fig ft ft ft ft psf psf psf ----------- Zone 4_P ---- ----- ----- ----- ----------- ----- ------ ------------ 4_P 1.000 1.000 1.000 No 30.3-2A 0.900 -0.900 53.14 -53.14 ------ 106.29 Zone 5_P 5_P 1,000 1.000 1.000 No 30.3-2A 0.900 -1.800 53.14-106.29 159.43 GCp = External Pressure Coefficients taken from Figures 30.3-1 through 30.3-7 p Wind Pressure: qp*(GCp - GCpi) [Eqn 30.9-1] Zone = 4 P (Edges) -->'Wall Zone = 4 and Roof Zone = 2 = 5_P (Corners) -=> Wall Zone = 5 and Roof Zone = 3 GCp3 & P3 = GCp and pressure for Windward size of Downwind Parapet (LC B) GCp based upon Positive Wall Pressure GCp4 & P4.= GCp and pressure for Leeward size of Downwind Parapet (LC B) GCp based upon Negative Wall Pressure Pnet = Net wind pressure on Parapet: P3 - P4 Components and Cladding (C&C) Overhang Calculations per Section 30.9: h = Mean Roof Height above grade = 162.000 ft Kh = 15 ft [4.572 m]< Z <Zg-->(2.01*(Z/zg)^(2/Alpha) {Table 26:10-1)= 1.558 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 Kd = Wind Directionality Factor per .Table 26.6-1 = 0.85 GCPi = Ref Table 26.13-1 for Enclosed Building = t/-0.18 LF = Load Factor based upon ASD Design = 0.60 qh _ (0.00256 * Kh * Kzt * Kd * Ke * V^2) * LF = 58.80'psf Wind Pressures for C&d per Section 30.9 6 Figure 30.3-2 All wind pressures include a load factor of 0.6 Description Zone Width Span Area 1/3 Ref GCpi GCp GCp p p Length Rule- Fig +j- Max Min Max Min ft ft ft sq ft. psf - ----- ----------- psf Zone 2_OH ---- ----- ------ ---- 2_OH 1.000 1.000 1.00 No 30.3-2A 0.0.0 0.000 -2.300 9.60 ------- -135.24 . Zone 3-OH 3-OH 1.000 1.000 1.00 No 30.3-2A 0.00 0.000 -3.200 9.60 -188.16 # OH = Zone #'on Overhang with Zero Internal Pressure (GCPi = 0) Area = Span Length x Effective Width 1/3 Rule = Effective width need not be less than 1/3 of the span length p Wind Pressure: qh*(GCp -.GCpi)*LF [Eqn 30.3-1]* * Per Para 30.2.2 the Minimum Pressure for C&C is 9.60 psf [0.460 kPa] {Includes LF) Values of GCp for overhangs include contributions from both upper and lower surfaces. LI -I Ldi(L�11L_LPL `I'�-tl' ©.--c;.=..=a;Y�b�.'_ ST., LUCIE WORKP,_� ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET' Florida -Building Code 7th Edition (2020) Based on Section 1525 of the Florida Building Code - Building INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM -ROOFING SHEET APPLICATION- FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below � PiAP rga67 i mp A, B1 C Prescriptive BUR-RAS 150 A, B, C 2,4,5,6,7 Asphaltic Shingles A, B, D 1,2,4,5,6,7 Concrete or Clay Tile A, B, D, E 1,2,3,4,5,6,7 Metal Roofs A, B, D Wood Shingles and Shakes A, B, D i A4,5,6,7 o-t Fher As Applicable 1,293,4,5,6,7 ATTACHMENTS REQUIRED AS Applicable): n4i Fire Directory Listing Page From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicablebetall Drawings Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 Other Component of Product Approval \s Municipal Permit Application .6. Owners. Notification for Roofing Considerations (Reroofing Only) C7 Any Required Roof Testing/Calculation Documentation REVIEWED FOR CODE COMPLIANCE Form RoofinfoFeb21 Rev Feb 18, 2021 ST. LUCIE COUNTY BOCC Section A (General Information) Master Permit No. Process No. Contractors Name: r' - �C. License # G CA, -,�i d Job Address 9 700 A).. F- I. i'.r 'x, 3LIT 119 ROOF CATEGORY /Low Slope b 13 MechanicallyFastened Tile 13 Mortar Adhesive Set Tiles / ElAsphaltic Shingles 0 Metal Panel/Shingle's I3Wood Shingles/Shakes 13 Prescriptive BUR=RAS 150. ROOF- ROOF TYPE. 1 New -roof 0 Repair ❑ Maintenance EkReroofing P Recovering_ ROOF SYSTEM INFORMATION t .Low Slope RoPf.Area (SF)� Steep Sloped Roof Area (SF) �Y � Total (SF) IT 00 Section B (Roof. Plan) Sketch Roof Plan: Illustrate: all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains: Include dimensions of sections and levels, clearly identify.dimensions of elevated pressure zones and location of parapets. ST, LUCIE WORKS Section C (Low Slope Roof) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") S stem Maa f ct Surfacing: Gro-11011tIrs Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1':�._" oc @ Lap, # Rows —@ _ eoo ' Zone 1• oc @ Lap, # Rows ° oc y nu urer. o� Zone 2 " o @ Lap, # Rows _ @ _° ac Product Approval No.: P �.. �3 t �$ R (I! � (pi��one 3:-- -" oc Lap, # Rowz/ @ "oc Design Wind Pressures, From, RAS 128 Or Calculations: Zone 1' � Zone 1:%� Zone 2V+�5'�Zone 3: Max. Design Pressure; from the specific product approval system:$a,5 Deck: .Type: COAGi�G Number of Fasteners Per Zone 1': Zone I - Board: Zone 3: Illustrate Componerifs Noted and Details as Applicable: Woodblocking; utter, Edge Termi\Heigh ripping, Flashing, Con/ti4uous Cleat, Cant Strilashing, Counterfl_a��ss//hing, Coping, Etc., Indicate: Qflean Roof Height; Parapet Heigof Base 7i Type Gauge Thickness: Corn Slope: V Anchor/Base Sheet & No. df Ply(s): eOgAe, ` 0 'rZ, F 3.5. Anchor/Base Sheet Fastener/Bonding Material: Rta* oe—Ij Insulation Base Layer: #%eA&, hkil o Pa.tth4, G e-A-G Base Insultation Size and Thickness: t- A Base Insulation Fastener/Bonding Material: N. JQ Top Insulation Layer: Nesy ),`c h •- 'Z"" h+ Top Insulation Size and Thickness: QJA- I Top Insulation,Fasten er/Bonpding Material: n� IA Base Sheet(s) & No. of Ply(s): �DTcIiAt, go K Base Sheet Fastener/Bonding Materia! Ply Sheet(s)' & No. of Ply(s): Svp 419,Ae, 130 Ply Sheet Fastener/Bonding Material: Top Ply: - �mD1 ( � ) �{© i-R (A Top Ply Fastener/Bonding Material: k�� WO& i , Component Material, Material' Thickness, Fa tener ,,Fastener Spacing or Submit Manufacturers Details that ply with RAS 111 and Chapter 16.. 'A` TG 6ir ISO I d 1 QS. 7T7 FT. Flwk FRf Parapet Height FT. Mean Roof Height 9 sao etc. Certificate ofAuthorization #32455 353 Christian Street, Unit #13 _ Oxford, CT 06478 (203) 262-9245 NINEEft EVALUATE TEST (C®NSULT Soprerina, Inc. 310 Quadral Drive Wadsworth, OH 44281 (800) 356-3521 Evaluation Report 15920.09.17-118 FL23301 -IR8 Date of Issuance: 09/27/2017 Revision 8:12/15/2021 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. The product described herein has been evaluated for compliance with the 7th Edition (2020) Florida Building Code, High Velocity Hurricane Zone sections noted herein. DESCRIPTION:. Soprerna Modified Bitumen Roof Systems for use in FBC HVHZ jurisdictions LABELING: Labeling shall be in accordance with the requirements of 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 or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client .constitutes agreement to notify NEMO ETC, LLC of any changes to the. product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMO Evaluated" maybe 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, plus a 148-page Appendix. Prepared by: t Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 k The facsimile seal appearing was authorized.by Robert 'ti.;, ;; ; .i•`` Nleminen, P.E. on 12/15/2021. This does not serve as an I i II e CERTIFICATION OF INDEPENDENCE: ec ron ca y signed document. I. NEMO ETC, LLC 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. NEMO ETC, LLC 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 building code evaluation. Neither NEMO ETC, LLC 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. ©2019 NEMO ETC, LLC ROOFING SYSTEMS EVALUATION: Product Category: Roofing . Sub -Category: Modified Bitumen Roof Systems Compliance Statement: Soprema Modified Bitumen Roof Systems, as produced by Soprema, Inc., have demonstrated compliance with the following sections of the .7t°-Edition (2020) Florida -Building Code, HVHZ through testing in accordance with the following, Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. Section Property Standard Year TAS 110 Resistance to Foot Traffic TAS 114, Section 8.9 2011 TAS 110 Wind resistance TAS 114, Appendix C, D or 2011 TAS 110 Susceptibility to Hail Damage TAS 114, Appendix F 2011 TAS 110 Susceptibility to Leakage TAS 114, Appendix G - 2011 TAS 110 Material standard ASTM D2178 2015 TAS 110 Material standard ASTM D4601 2012 TAS 110 Material standard ASTM D4897 2009 TAS 110 Material standard ASTM D6162. 2015 TAS 110 Material standard ASTM D6163 2015 TAS 110 Material standard ASTM D6164 2011 . TAS 110 Material standard ASTM-D6298 2013 ERD( ERD( TST6049) Exam ASTM D6163 Reference' ' S35860.05.12-1-R1 Date 05/04/12 Entity FM (TST1867) .Exam FM 4470/4474 Reference 3028631 Date ERD (TST6049) ER6(TST6049) ASTM D6163,G1S5 S35860.05.12-1-R1 ASTM 05/04/12 FM (TST1867) FM 4470/4474 3029098 O8/09/07 10/25/07 ERD (TST6049) D6164 ASTM D6164 S35860M.12-2-113 S35860.05.12-3-RS 05/08/12 05/08/12 FM (TST1867) FM (TST1867). FM 4470/4474 FM 4470/4474 797-03385-267 01/23/08 ERD (TST6049) ASTM D6164,G155 S35860.05.12-2-R3 05/08/12 FM (TST1867) FM 4470/4474 3032109 3032172 07/21/08 06/12/09 ERD (TST6049) ERD (TST6049) ASTM D6163 ASTM D164,G155 S39970.07.12-18 543400.08.147-R1 07/12/12 FM (TST1867) FM 4470/4474 3036182 07/31/09 ERD (T5T6049) ASTM D6S163 S43400.08.14-4-R1 08/08/14 08/26/14 FM (TST3867) FM (TST1867) FM 4470/4474 FM 4470/4474 797-05952-267 3042559 10/15/10 ERD (TST6049) ERD(TST6049) ASTM D6163,G155 S43400.08.14-5-R1 ASTM 08/26/14 FM (TST1867) FM 4470/4474 3042905(released) 06/28/11 01/10/12 ERD (TST6049) D6164 S43400.08.14.6 ASTM D6164,G155 S43400.09.14.9 08/26/14 09/02/14 FM (TST1867) FM (TST1867) FM 4470/4474 FM 797-07067-267 02/01/12 ERD (TST6049) ASTM D4601 S44110.09.14-7A 09/08/14 FM (TST1867) 4470/4474 FM 4470/4474 3043007 3044630 02/09/12 02/10/12 ERD (TST6049) ERD (TST6049) ASTM D6163,G155 S44110.09.14-3 ASTM 09/08/14 FM (TST3867) FM 4470/4474 3044801 02/27/12 ERD (TST6049) D6298 ASTM D6164 S43400.09.14-10 543400.12.14.8 09/08/14 12/10/14 FM (TST1867) FM FM 4470/4474 797-07177-267 02/27/12 ERD (TST6049) ASTM D6164 S44110.01.35-4A-R3 01/12/15 (TST1867) FM (TST1867) FM 4470/4474 FM 4470/4474 3044004 3045734 03/16/12 NEMO (TST6049) NEMO (TST6049) ASTM D6163,G155 4-SOP-18.001.05.19-1 ASTM D4601 05/11/18 FM (TST1867) FM 4470/4474 797-07300-267 04/04/12 05/01/12 NEMO (TST6049) ASTM D6164 4-SOP-18-001.05.18 4S-SOP-18-001.08.18-3 05/18/18 09/26/18 FM (TST3867) FM FM 4470/4474 797-07330-267 05/09/12 NEMO (TST6049) ASTM DS164 4S-SOP-18-001.03.19.A 03/05/19 (TST1867) FM (TST1867) FM.4470/4474 FM 4470/4474 797-07436-267 797-07582-267 06/11/12 08/15/12 NEMO (TST6049) NEMO (TST6049) ASTM D4601 ASTM D4601 4q-S0P-I9-SSMBB-01.A 03/11/19 FM (TST1867) FM 4470/4474 3046328 (released) 09/13/12 NEMO (TST6049) ASTM D4601 4q-SOP-I9-SSM1313-01.8 4q-S0P-I9-SSMB8-01.0 03/11/19 03/11/19 FM (TST1867) FM (T5T1867) FM 4470/4474 FM 4470/4474 3041769 (released) 09/27/12 NEMO (TST6049) ASTM 06163 4q-S0P-20-SSMBB-01.A 11/05/20 FM (TST1867) FM 4470/4474 3045363(released) 797-07782-267 10/12/12 10/23/12 NEMO (TST6049) NEMO (TST6049) ASTM D6164 ASTM D6164 4q-50P-20-SSMBB-01.B 11/05/20 FM (TST1867) FM 4470/4474 3045101 11/0S/12 NEMO (TST6049) ASTM D6164, G355 4q-S0P-20-SSMBB-01.0 4q-S0P-20-SSMBB-01.D 21/05/20 11/05/20 FM (TST1867) FM (TST1867) FM 4470/4474 FM 797-07866-267 11/21/12 NEW (TST6049) ASTM D6163 4q-S0P-2I-SSM8B-01.A 05/04/21 FM (TST1867) 4470/4474 FM 4470/4474 3046765 797-08179-267 02/15/13 03/25/13 NEMO (TST6049) NEMO (TST6049) ASTM D6164,G155 ASTM 4q-S0P-20-SSMB8-02.A 05/04/21 FM (TST1867) FM 4470/4474 797.08292.267 04/22/13 PRI(TST5878) D6163,G155 ASTM D2178,IV 4q-S0P-2I-SSMBB-02.A SOP-040.02-01 10/04/21 FM (TST1867) FM 4470/4474 797-'08332-267 06/04/13 PRI(TST5878) ASTM D2178,VI SOP-041-02-01 02/27/12 02/27/12 FM (TST1867) FM (TST1867), FM 4470/4474 FM 4470/4474 797-08475-267 3047439 06/25/13 PRI(TSTS878) ACRC(TST4671) ASTM D4897 TAS 114 MSA-006-02-01 06/17/15 FM (TST1867) FM 4470/4474 797-08591-267 07/22/13 08/14/13 ACRC(TST4671) TAS 114 15-032 15-033 12/15/15 12/15/15 FM (TST1867) FM (TST1867) FM 4470/4474 FM 4470/4474 3051109 3049322 12/29/13 ACRC(TST4671) ACRC(TSr4671) TAS 114 TAS 114 15-034 12/16/15 FM (TST1867) FM 4470/4474 797-09031-267 01/17/14 01/24/14 ACRC(TSr4671) TAS 114 15-035 15-036 12/16/15 12/17/15 FM (TST1867) FM FM 4470/4474 797-09183-267 02/17/14 ACRC(TST4671) TAS 124 15-048 01/04/16 (TST1867) FM (TST1867) FM 4470/4474 FM 4470/4474 797-09280.267 04/01/14 797-09311-267 04/14/14 NEMO ETC, LLC Evaluation Report 15920.09.17-118 Certificate of Authorization #32455 7TH EDITION (2020) FBC HVHZ EVALUATION FL23301-118 SOPREMA Modified Bitumen Roof Systems Revision 8:12/15/2021 Page 2 of 6 Entit ACRC(TST4671) ACRC(TST4671) Air -Ins (TST6679) CTL(TST1577) CfL(TST1577) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD(TST6049) ERD (TST6049) ERD(TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD(TST6049) ERD (TST6049) ERD.(TST6049) ERD (TST6049) ERD(TST6049) ERD (TST6049) ERD (TST6049). ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD(TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) .ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD(TST6049) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) NEMO ETC, LLC Certificate of Authorization #32455 ENam TAS 114 TAS 114 Physicals TAS 114 TAS 114 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM.4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 Criticality FM 4470/4474 FM 4470/4474 Criticality FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 Criticality Criticality FM 4470/4474 FM 4474 Criticality FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 Reference 15-049 19.003 AS-00561-A CiLA 101R CTLA 101R-A 2738.10.00-1 2109.08.02 2761.09:03 2764.09.03 2761.10.03-2 2766.12.03 2760.12.04-R1 2760.01.05-3 02848.04.05 2778.07.05. 2759.11.05 2774.04.05-R1 2779.11:05-Ri S14000.08.09-R2 530440.03.10-2-R2 S39320.01.12-111 S43200SC 545070.08.23 S45340.10.13 S471705C S47160.01.14 7075.06.14 - 547300.08.14-2 SC6620.10.14 545340.10.14 543210.11.14 7075.11.14 NG-SC9815:11.15 SOP-SC12130.09.16 SOP-SC11825.16 SOP-SC13130.30.16 CEL-SC12910.11.16 SOP-SC14555.07.17 ICP-SC16225.09.17 SOP-SC14545.10.17 SOP-SC14560.12.17 SOP- SC16600.12.17-2 511440.31.10-3-R3 MAS.AM 3X3A7.AM 288A4.AM 1D7A4.AM 3011494 3009616 3002351 3014751 3018579 3008411 3010173 3017614 3022038 3024594 3026028 3023458 3023749 3024311 3025185 3026964 3030926 Date OS/08/16 06/11/19 10/29/12 09/23/08 09/23/08 10/20/00 08/06/02 09/02/03 09/16/03 10/03/03 12/01/03 12/23/04 02/22/05 04/26/05 07/15/05 11/07/05 04/18/07 04/18/07 10/09/09 06/01/10 05/24/12 10/21/12 08/13/13 10/02/13 12/19/13 02/07/14 06/25/14 08/19/14 10/06/14 10/15/14 11/10/14 11/20/14 11/06/15 09/14/16 10/19/16 10/25/16 11/02/16 07/24/17 09/06/17 10/24/17 12/15/17 12/18/17 12/16/10 02/04/94 09/08/94 07/02/97 11/09/98 08/22/01 10/15/01 02/28/03 08/27/03 10/09/03 11/03/03 02/24/04 02/27/06 04/05/06 O5/19/06 OS/25/06 07/18/06 09/28/06 11/01/06 05/22/07 07/25/07 08/07/07 Entity FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) IRT(TSTS296) IRT (TST5296) IRT(TST5296) NEMO (TST6049) NEMO (TST6049) NEMO (TST6049) NEMO (TST6049) NEMO (TST6049) NEMO (TST6049) NEMO (TST6049) NEMO (TST6049) NEMO (TST6049) NEMO (TST6049) NEMO (TST6049) NEMO (TST6049) NEMO (TST6049) NEMO (TST6049) NEMO (TST6049) NEMO (TST6049) NEMO (TST6049) NEMO (TST6049) NEMO (M6049) NEMO (TST6049) NEMO (TST6049) NEMO (TST6049) NEMO (TST6049) NEMO (TST6049) NEMO (TST6049) NEMO (T5T6049) NEMO (TST6049) NEMO (TST6049) NRC-CNRC PRI(TST5878) PRI trST5878) PRI(TST5878) PRI(TST5878) PRI(TST5878) PRI(TST5878) PRI(TST5878) PRI(TST5878) PRI(TST5878) PRI(TST5878) PRI(TST5878) UL(QUA9625) 7TH EDITION (2020) FBC HVHZ EVALUATION SOPREMA Modified Bitumen Roof Systems Etam FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 Criticality FM 4470/4474 FM 4470/4474 Criticality TAS 114 TAS 114 TAS 114 FM 4474 FM 4474 Criticality Criticality FM 4474 FM 4474 FM 4474 FM 4474 Criticality FM 4474 FM 4474 FM 4474 Criticality Criticality FM 4474 FM 4474 FM 4474 FM 4474 FM 4474 FM 4474 Criticality FM 4474 FM 4474 Criticality FM 4474 FM 4474 Criticality FM 4474 Wind Uplift FM 4474 FM 4474 .FM 4474 FM 4474 FM 4474 Criticality FM 4470 FM 4474 FM 4474 Criticality FM 4474 Quality Control Reference 797-09314-267 3049890 3047351 3053841 3053933 3055384 3051831 3051109 RR203007 3054633 3057342(data) RR203472 3056207 3055167 3053475 3059307 3057888 3057578 3063970 3063320 PR456300(data). PR454634 02-017 02-022 02-031 4-50P-18.005; C-18 4-SOP48-005.04.18-2 45-SOP-18-001.08.18.5 4S-SOP-18-004.09.18 4L-SOP-18-005.09.18.2 4 L-SOP-18.005.07.18.3 4L-SOP-18.005.08.18.2 NG-SC16705.10.18 4iSOPC-I9-SSCRT-02 4L-SOP-18.005.08.18.1 4L-SOP-18.005.02.19-A 4a-SOP-I9-LS W US-02.A 41-SOP-I9-SSCRT-02.A 41-SOP-I9-SSCRT-OI.A 4a-SOP-I9-LSWUS-OSA 4a-ICP-I9-LSWUS-0I.A 4a-SOP-I9-LSWUS-07A 4a-S0PC-I9-LS W US-01.A 4a-SOP-I9-LSWUS-OBA 4a-SOP-I9-LS W US-09.A 4p-ICP-29-SSLAP-04 4a-S0PC-20-LSWUS-01.A 4a-NG-20-LSWUS-02.A 41-SOP-20-SSCRT-61.A 4 a-SOP-21-L 5 W U S-05. A 4a-SOP-2I-LSWUS-03.A 41-SOP-2I-SSCRT-63 4a-SOP-2I-LSWUS-06 NRCC-45988 SOP-012-02-01 SOP-012-02-02 SOP-033-02-01 SOP-074-02-01 SOP-089.02-01 SOP-080-02-02 SOP-082-02-01 SOP-126-02-01 PRS-076-02-02 SOP-147-02.01 410T0004 Service Confirm Date 04/21/14 06/20/14 10/09/14 12/02/14 03/17/15 03/27/15 04/14/15 05/11/15 12/14/15 12/18/15 12/23/15 02/05/16 02/09/16 02/10/16 02/11/16 12/13/16 01/16/17 12/07/17 09/14/18 07/11/19 03/11/20 02/08/21 04/16/02 66/07/02 09/05/02 03/27/18 04/04/18 08/31/18 09/19/18 09/20/18 09/26/18 09/26/18 10/29/18 10/16/19 01/25/19 02/12/19 04/25/19 09/16/19 10/22/19 10/23/19. 11/08/19 11/20/19 03/10/20 OS/13/20 05/15/20 05/28/20 09/15/20 12/03/20 03/03/21 06/01/21 09/10/21 12/13/21 12/15/21 02/28/03 05/08/12 05/08/12 05/10/12 04/19/16 07/22/16 12/16/16 12/16/16 05/18/17 02/21/18 11/01/18 03/13/20 04/02/19 Evaluation Report 15920.09.17-118 FL23301-R8 Revision 8:12/15/2021 Page 3 of 6 (NNEN40 4.1 This Evaluation Report covers Soprema Modified Bitumen Roof Systems installed in accordance with Sopretma published installation instructions and the Limitations /Conditions of Use herein. TABLE 1: EVALUATED MEMBRANES TYpe Product Material Standard Reference Type Grade Plant(s) MODIFIED SOPRA G ASTM D4601 2 N/A MS, OH SOPRABASES ASTM D4601 2 N/A OH Base Sheets SOPRARASF TR ULTRA -STICK NAILBASE - ---- - .---I ASTM D4601 - I 2 ..,r, N/A iv14, vm OH, SOPRA 4897 ASTM D4897 . N/A N/A AL PI Sheets y SOPRA IV ASTM D2178 4 N/A AL SOPRA VI ASTM D2178. 6 N/A AL Mechanically Attached, . Smooth SBS Membranes SOPRAFIX Base 611 ASTM D6164 1 5 MS', OH •' SOPRAFIX Base 612 ASTM D6164 1 S Ms', OH SOPRAFIX Base 613 ASTM D6164 1 S MS°, OH SOPRAFIX Base 622 ASTM D6164 1, 5 MS*, OH SOPRAFIX Base 614 ASTM D6164 2 S MS°, OH ELASTOPHENE Flam HS ASTM D6162 3 S MS* ELASTOPHENE HS Sanded ASTM D6162 3 S MS* COLVENTTG ASTM D6163 1 S OH ELASTOPHENE Flam 2.2 ASTM D6163 1 S. MS, OH ELASTOPHENE Flam 3.0 ASTM D6163 1 S MS', OH ELASTOPHENE Flam Stick ASTM D6163 1. S QC ELASTOPHENE PS 2.2 ASTM D6163 1 S OH ELASTOPHENE PS 3.0 ASTM D6163 1 S OH ELASTOPHENE Sanded 2.2. ASTM 06163 1 S MS', OH Base Ply and Ply Membranes ELASTOPHENE Sanded 3.0 ASTM D6163 1 S OH ELASTOPHENE SP 2.2 ASTM D6163 1 S. OH ELASTOPHENE SP 3.0 ASTM D6163 1 S MS', OH ELASTOPH ENE Stick ASTM D6163 1 S OH ELASTOPHENE ULTRA -STICK ASTM D6163 1 S oH° COLVENT 180 TG ASTM D6164 1 S OH COLVENT Flam 180 TG ASTM D6164 1 S OH SOPRALENE 180 PS 2.2 ASTM D6164 1 S MS, OH SOPRALENE 180 PS 3.0 ASTM D6164' 1 S MS, OH SOPRALENE 180 Sanded ASTM D6164 1 S MS, OH SOPRALENE 180 Sanded 2.2 ASTM D6164 1 SOPRALENE 180 SP 3.0 ASTM D6164 1 SOPRALENE 180 SP 3.5 ASTM D6164 1 SOPRALENE Flam 180 ASTM D6164 1 =M5, SOPRALENE Flam Stick ASTM D6164 1 SOPRALENE Stick ASTM D6164 1 SOPRALENE ULTRA -STICK ASTM D6164 1 S OH SOPRALENE 250 Sanded ASTM D6164 2 S OH SOPRALENE 250 SP ASTM D6164 2 S OH SOPRALENE Flam 250 ASTM D6164 2 S MS', OH *Indicates membrane/plant combination is Certified by I5011EC 17065 Certification Entity; NEMOI cent. CO to the noted standard. Referto www.nemocert.com for details. NEMO ETC, LLC Evaluation Report 15920.09.17-118 Certflcate of A uthorization #32455 7TH EDITION (2020) FBC HVHZ EVALUATION FL23301-R8 SOPREMA Modified Bitumen Roof Systems Revision 8:12/15/2021 Page 4 of 6 TABLE 1: EVALUATED MEMBRANES Type Product Material Standard _ Plant(s) Reference Type .Grade ELASTOPHENE Flam HS FR GR ASTM D6162 3 G MS* ELASTOPHENE HS FR GR ASTM D6162 3 G MS* ELASTOPHENE Flam.FR GR ASTM D6163 1 G MS, OH Cap Ply Membranes ELASTOPHENE Flam LS FR GR ASTM D6163 1 G MS, OH ELASTOPHENE FR GR ASTM D6163 1 G MS, OH ELASTOPHENE LS FR GR ASTM D6163 1 G. MS, OH ELASTOPHENE Stick FR GR ASTM D6163 1 G OH ELASTOPHENgULTRA-STICI(FR GR ASTM D6163 1 G OH° SOPRALENE ASTM D6164 1 G MS°, OH SOPRALENE FFR GR ASTM D6164 1 G MS°, OH SOPRALENE FGR ASTM D6164 1 G MS, OH SOPRALENE ULTRA -STICK FR GR _ ASTM D6164 1 G OH* SOPRALENE 250 FR GR ASTM D6164 2 G OH SOPRALENE Flam 250 FR GR ASTM D6164 2 G OH UNILAY ASTM D6164 2 G OH SOPRALAST 50 TV Alu ASTM D6298 1 N/A OH SOPRALAST 50 TV Alu Sanded ASTM D6298 1 N/A OH *Indicates membrane/plant combination is Certified by ISOIIEC 17065 Certification Entity; NEMOI cert.0 to the noted standard: Refer to www.nemocert.com for details. 5.1 This is a Building Code Evaluation. Neither NEMO ETC, LLC 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 Non -High Velocity Hurricane Zone jurisdictions. 5.3 The evaluation herein pertains to above -deck roof components; deck -attachment details pertain to 'as -tested' conditions under Testing Application Standard TAS 114, Appendix J. Roof decks shall be in accordance with FBC HVHZ requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer. to FBC HVHZ 1516 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 This Evaluation Report does not include evaluation of roof edge termination. Refer to Roofing Application Standard RAS.111 for requirements and limitations regarding edge securement for low -slope roofs. 5.6 Refer to FBC HVHZ 1521 for requirements and limitations regarding recover installations. 5.6.1 For mechanically attached components over existing roof 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 shall be in accordance with Testing Application Standard TAS 105. 5.6.2 For bonded insulation or membrane over existing substrates in a re -roof (tear off),or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with Testing Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.6.3 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system 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 Testing Application Standard TAS 124. NEMO ETC, LLC Evaluation Report 15920.09.17-118 Certificate of Authorization #32455 7T" EDITION (2020) FBC HVHZ EVALUATION FL23301-R8 SOPREMA Modified Bitumen Roof Systems Revision 8:12/15/2021 Page 5 of 6 0 MEMO etc. 5.7 Refer to Appendix 1 for system attach ment.requirements for wind load resistance. 5.7.1 "MDP" = Maximum. Design Pressure is the result of testing for windload resistance based on allowablewind loads, and.reflects the ultimate passing pressure divided by 2 (the 2 to.1 margin of safety per Testing Application Standard TAS 114 has already been applied). Refer to FBC HVHZ 1620 and Roofing Application Standard RAS 128 for determination of design wind loads. 5.7.2 For mechanically attached components, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with FBC HVHZ 1620 or Roofing Application Standard RAS 128. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Analysis shall be in accordance with -Roofing Application Standard ,RAS 117 or Roofing Application Standard RAS 137. *This extrapolation is not permitted for systems marked with an asterisO. 5.7.3 For assemblies marked with an asterisk*, the maximum design pressure (MDP) limitation shall be applicable to all roof pressure zones. Rational analysis is not permitted. 5:8 All components in the roof assembly shall have, quality assurance audit in accordance with F.A.C. Rule 61G20-3. Refer to the Product Approval of the component manufacturer for components listed in -Appendix 1 that are produced by a Product. Manufacturer other than the report holder on Page 1 of this Evaluation Report. Soprema Modified Bitumen,Roof Systems shall be installed in -accordance with Soprema published installation instructions, subject to the Limitations / Conditions of Use herein. As'required by the Building Official or Authority Having Jurisdiction to properly evaluate the'instailation of this product. Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-QA requirements. Refer to,Section 3 4" herein for products and production locations having met codified material standards. UL LLC - QUA9625; (360) 817-5512; Vinvcia.Seman@uI.com . THE 148-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - NEMO ETC, LLC Evaluation Report 15920.09.17-R8 Certificate of Authorization #32455 7TH EDITION (2020) FBC HVHZ EVALUATION FL23301-R8 SOPREMA Modified Bitumen Roof Systems Revision 8:12/15/2021 Page 6 of 6 ' NraGefd®� etc. TABLE DECK APPLICATION TYPE DESCRIPTION 1A Wood New or Reroof Tear -Off PAGE _ ( ) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 1B Wood New, Reroof (Tear -Off) . ff) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover lc Wood New, Reroof (Tear -Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 15-21 1D Wood New, Reroof (Tear -Off) or Recover D-2 Insulated, Mechanically Attached SOPRAFIX, Bonded Roof Cover . 22 25 SE Wood. New,`Reroof ear -Of 26-29 (T fl E-i Non -Insulated; Mechanically Attached Base Sheet, Bonded Roof Cover 29_32 1F Wood New, Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mechanically Attached SOPRAFIX, Bonded Roof Cover 2n Steel New or Reroof Tear -Off 33-34 . ( ) A-1 Bonded Insulation,. Roof Cover 2B Steel or Structural Concrete New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 35-42. 2c Steel or Structural Concrete New, Reroof (Tear -Off) or Recover C-I Mech. Attached Insulation, Bonded Roof Cover 43-57 2D Steel New, Reroof (Tear -Off) or Recover. D-2 Insulated, Mechanically Attached SOPRAFIX, Bonded Roof Cover 58-63 2E Steel New, Reroof (Tear -Off) or Recover D-3 Insulated, Bonded & Mechanically Attached Base Membrane, Bonded Roof Cover 64-68 3A Structural Concrete New or Reroof Tear -Off 69 ( ) A-1 Bonded Insulation; Bonded Roof Cover 70-85 38 Structural Concrete New or Reroof (Tear -Off) A-1a Bonded Temp Roof, Bonded Insulation, Bonded Roof Cover 3c Structural Concrete. New, Reroof (Tear -Off) -or Recover D-2 Insulated, Mechanically Attached SOPRAFIX, Bonded Roof Cover 85 3D Structural Concrete New or Reroof ear -Off 86-88 (T ) F Non -Insulated, Bonded Roof Cover 4A Lightweight Concrete New, Reroof (Tear -Off) A-1 LWC to Deck, Bonded Insulation, Bonded Roof Cover 88 4B Lightweight Concrete New, Reroof ear -Off 89-93 (f ) A-1 LWC to Deck, Bonded Vapor Barrier, Bonded Insulation, Bonded Roof Cover 94-96 4c Lightweight Concrete New or Reroof (Tear -Off) . A-2- Mech. Attached AnchorSheet, Bonded Insulation, Bonded Roof Cover 4o Lightweight Concrete New, Reroof (Tear -Off) _ E-1 _ LWC to Deck, Mech. Attached'Base Sheet, Bonded Roof Cover 97 4E Lightweight Concrete / steel or CWF' New, Reroof Tear,O 98-102 ( E-1 Thermal Barrier.to Deck, Temp Roof to Barrier; LWC to Temp Roof, Meth. Attached Base Sheet, Bonded Roof Cover 102-104 4F Lightweight Concrete New, Reroof (Tear -Off) E-2 LWC to Deck, Mechanically Attached SOPRAFIX, Bonded Roof Cover 4o Lightweight Concrete / steel New, Reroof Tear -Off 104-109 (. ) F LWC to Deck, Bonded Roof Cover 4H Lightweight Concrete/ concrete New, Reroof Tear=Off 110 ( ) F LWC to Deck, Bonded Roof Cover SA Cer111-112 rmentitious.Wood Fiber New, Reroof (Tear -Off) -A-1 Bonded Insulation, Bonded Roof Cover 5B Cementitious Wood Fiber New, Reroof (Tear -Off 113-115 ) A-1a Bonded Thermal Barrier, Bonded Vapor Barrier, Bonded Insulation, Bonded Roof Cover 115-118 ' Sc Cementitious Wood Fiber Reroof (Tear -Off)' A-2 Mech. Attached. Anchor Sheet, Bonded Insulation, Bonded Roof Cover SD Cementitious Wood,Fiber Reroof (Tear -Off) or Recover C_1 . 118-120 Mech. Attached Insulation, Bonded Roof Cover 120 SE Cementitious Wood Fiber Reroof (Tear=Off) o� Recover D-1 Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover SF Cementitious Wood Fiber Reroof Tear -Of or Recover 121 ( f) E-1 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof.Cover.. 121. 6A Existing Gypsum Reroof (Tear -Off) A-1- Bonded Insulation, Bonded Roof Cover 6e Existing Gypsum Reroof Tear Of 122-127 - ( f) A-1 Temp Roof to Deck, Bonded insulation, Bonded: Roof Cover 127-132 6c Existing Gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 6D Existing Gypsum Reroof Tear-O 132-133 ( ff) D-1 Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover _ 133 6E Existing Gypsum Reroof (Tear -Off) D-2 insulated, Mechanically Attached SOPRAFIX, Bonded Roof Cover 6F Existing Gypsum Reroof Tear -Off 133 - ( ) E-1 Non-Insulated,,Mech. Attached Base Sheet,, Bonded Roof Cover 6a Existing Gypsum Reroof (Tear -Off) E-2 Non -Insulated, Mech: Attached SOPRAFIX; Bonded RoofCover 134 6H Existing Gypsum Reroof Tear-O 134-135 ( � F Non -Insulated, Bonded Roof Cover 135 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 7B Existing LWIC or Gypsum Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 136-142, 7c. Existing LWIC Reroof Tear -Off 143-145 ( ) E-1 Non-Insulated;.Mech. Attached Base,Sheet, Bonded Roof Cover 146 7D Existing LWIC or Gypsurri Reroof (Tear -Off) or Recover 7E Various Recover 146-148 E-2 Non -Insulated, Mech. Attached SOPRAFIX; Bonded Roof Cover F Non -Insulated, Bonded Roof Cover' 14s NEMO ETC, LLC Certificate of Authorization #32455 7- EDITION (2020) FBC IiVHZ EVALUATION Evaluation Report 15920.09.17-118 for FL23301-R8 02019 NEMO ETC, LLC Soprema Modified Bitumen Roof Systems; (800) 356-3521 Revision 8:12/15/2021 Appendix 1, Page 1 of 148 a The following notes apply to the systems outlined herein: N E M0 1. Theroofsystemevaluation herein pertainstoabove-deck roof components. Roofclecks andstructural membersshall be in accordancewith FBC HVHZ requirements to the satisfaction oftheAuthority Having Jurisdiction. Deck -attachment details pertain to 'as -tested' conditions under Testing Application Standard TAS 114, Appendix J. 2. Unless otherwise noted, fasteners and stress plates shall be as follows. Fastener shall be of sufficient length for the following engagements: Wood Deck: OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in. Galvalume Steel Plate, Dekfast #14 with Hex Plate or 3" Round Insulation Plate, Trufast #14 HD orSoprema #14 MP Fastener with Trufast 3" Metal Insulation Plate or Soprema 3" Metal insulation Plate or Soprema #14 Fastener with Soprema 3 in. Insulation Plate. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. Steel Deck: OMG #12 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12 Standard or HD with OMG 3 in. Galvalume Steel Plate, Dekfast #12 or #14 with Hex Plate or 3" Round Insulation Plate, Trufast #12 DP, Soprema #12 DP Fastener orTrufast #14 HD orSoprema #14 MP Fastenerwith Trufast 3" Metal Insulation Plate or Soprema 3" Metal Insulation Plate or Soprema #12 or #14 Fastener with Soprema 3 in. Insulation Plate. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. 1 Structural Concrete: OMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD-30 with 0MG-3 in. GalvalumeSteel Plate, Dekfast #14 with Hex Plate or3" Round Insulation Plate, Trufast #14 HD, Trufast Fluted Concrete Nail orSoprema #14 MP Fastener with Trufast 3" Metal Insulation Plate orSoprema 3" Metal Insulation Plate or Soprema #14-Fastener with Soprema 3 in. Insulation Plate. Minimum 1.25-inch embedment. Fastener installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of FBC Approved (Local or Statewide) board(s) that meet FBC HVHZ 1516 andi for foam plastic, FBC Chapter 26, when installed with the roof cover. 4. If mechanical attachment to the structural deck through lightweight insulating concrete is proposed, field withdrawal resistance testing shall be performed to confirm equivalent or determine enhanced fastening patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117 and/or RAS 137. Calculations shall be prepared, signed and sealed by a qualified design professional. S. Preliminary insulation attachment for System Type D: Minimum fourfasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board. 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 Adhesive Rate noted in the manufacturers published instructions. Hot asphalt: Full coverage at 25-30 Ibs/square DUOTACK: Continuous 0.5 to 0.75-inch wide ribbons, max.12-inch o.c. Note: DUOTACK 365 maybe used anywhere DUOTACK is referenced. DUOTACK 365: Continuous 0.5 to 0.75-inch wide ribbons, max.12-Inch o.c. DUOTACK SPF: Continuous 2.5-inch wide ribbons, max. 12-inch o.c. Note: DUOTACK SPF may be used for insulation securement anywhere DUOTACK is referenced, except directly to existing gypsum decks, in recover applications over existing smooth -surfaced asphaltic built-up roof (BUR) or when used to adhere expanded polystyrene. ICP "Polyset CR-20": Continuous 2.5-3.5-inch wide ribbons, max.12-inch o.c. Trufast Roofing Adhesive Continuous 0.75 to 1-inch wide ribbons, max.12-inch o.c. Note: When multiple layers(s) cifinsulation and/or coverboard are installed in ribbon -applied adhesive, boards shall be staggered from layer -to -layer. 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 polyisocyanu rate at the following thickness limitations maybe 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 forthe equivalent thicker material listed in the table. Adhesive Min. Tapered Thick linA MDP s DUOTACK, DUOTACI(365 or DUOTACK SPF: 0.5 -1575 ICP "Polyset CR-20": 1.0 -117.5 8. Bonded polyisocya nu rate insulation boards shall be maximum 4x 4 ft. 9. For mechanically attached components, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with FBC HVHZ 1620 or Roofing Application Standard RAS 128. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria in accordance with Roofing Application Standard RAS 117 or Roofing Application Standard RAS 137. *This extrapolation is not permitted forsystems marked with an asterisk'. NEMO ETC, LLC Certificate of Authorization 032455 7- EDITION (2020) FBC HVHZ EVALUATION Evaluation Report 15920.09.17-R8 for FL23301-RS ©2019 NEMO ETC, LLC Revision 8:12/15/2021 Soprema Modified Bitumen Roof Systems; (800) 356-3521 Appendix 1, Page 2 of 148 ( ND�NEMO �ISft. 30. For assemblies marked with an asterisk", the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted forthese systems. 11. For mechanically attached components overexisting decks, fasteners shall be tested in the existing deckfior withdrawal resistance in accordante with Testing Application StandardTAS 105. Aqualifieddesign professional shall review the data for comparison to the minimum requirements for the system. Should the fastener resistance be less than that required, a revised fastener spacing —prepared, signed and sealed by a qualified design professional in accordance with Roofing Application Standard RAS 117 or Roofing Application Standard RAS 137— maybe submitted to the Building Official for review and acceptance. For systems using Trufast Versa -Fast, the number of Versa -Fast Fasteners installed through the Versa -Fast Plate may be increased from the minimum noted in orderto yield minimum required withdrawal resistance. 12. Refer to FBC HVHZ 1521 for requirements and limitations regarding recover installations. For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing shall be conducted on mock- ups of the proposed new roof assembly. For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system 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 Testing Application Standard TAS 124. 13. For Structural Concrete Deck or Recover Applications using System Type C-1, C-2, D-1 or D-2, the insulation is optional. Alternatively, an FBC HVHZ Approved insulation board or coverboard may be used as a separation layer. Board products shall be preliminarily attached prior to roof cover installation (Note 5 herein). The separator component shall be documented as meeting FBC HVHZ 1516 and, for foam plastic, FBC Chapter 26, when installed with the roof cover in Recover applications. 14. Lightweight insulating concrete (LWIC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced, refer to current LWIC FBC HVHZ Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWIC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. For "pre-existent' LWIC references, 'listings were established through testing over lightweight concrete cast using only foaming agent (ASTM C896), water and Portland cement (ASTM C150), with no proprietary additives, in accordancewith procedures adopted by Miami -Dade BCCO (FBC CER1592). Use ofthese listings in new construction or re -roof (tear -off) applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15. For bonded membrane applications, unless otherwise noted, refer to the following. REFERENCE LAYER MEMBRANE / ADHESIVE COMBINATIONS MATERIALS ELASTOPHENE HS Sanded, ELASTOPHENE Sanded, ELASTOPHENE Sanded 3.0, ELASTOPHENE PS 2.2,;-, ELASTOPHENE PS 3.0�, SOPRALENE 180 Sanded 2.2, SOPRALENE 180 Sanded, SOPRALENE 180 PS 2.2+ SOPRALENE SBS-CA2 Base: APPLICATION 0.5 to 1-inch wide ribbons Cap: 180 PS 3.0�, SOPRALENE 250 Sanded ELASTOPHENE HS FR GR, ELASTOPHENE LS FR GR, ELASTOPHENE FR GR, SOPRALENE COLPLY EF Adhesive spaced Base/ Ply: 180 FR GR; SOPRALENE 250 FR GR ELASTOPHENE HS Sanded, ELASTOPHENE Sanded, ELASTOPHENE Sanded 3.0, ELASTOPHENE PS 2.2�, ELASTOPHENE PS as noted SBS-CA3 3.0�, SOPRALENE 180 Sanded 2.2, SOPRALENE 180 Sanded, SOPRALENE 180 PS 2.24, SOPRALENE 180 PS 3.0+, SOPRALENE 250 Sanded COLPLY EF Adhesive at 1.5 — Cap: ELASTOPHENE HS FR GR, ELASTOPHENE LS FR GR, ELASTOPHENE FR GR, SOPRALENE 180 FR GR, SOPRALENE 250 FR GR 2.5 gal/square SBS-CA4 Base/ Ply: ELASTOPHENE HS Sanded, ELASTOPHENE Sanded, ELASTOPHENE Sanded 3.0, ELASTOPHENE PS 2.2�, ELASTOPHENE PS 3.0:, SOPRALENE 180 Sanded 2.2, SOPRALENE 180 Sanded, SOPRALENE 180 PS 2.24, SOPRALENE Cap: 180 PS 3.04, SOPRALENE 250 Sanded ELASTOPHENE HS FR GR, ELASTOPHENE GR, ELASTOPHENE LS FR GR, COLPLY Adhesive at 1.5 - 2 BP -AA Base/ Ply: ELASTOPHENE FR GR, SOPRALENE 180 FR GR, SOPRALENE 250 FR GR One or more MODIFIED SOPRA-G, SOPRABASE 5, SOPRA IV, SOPRA VI ELASTOPHENE HS Sanded, ELASTOPHENE Sanded, ELASTOPHENE Sanded 3.0, ELASTOPHENE PS 2.24, ELASTOPHENE PS 3.0, SOPRALENE 180 >-Sanded 2.2, 50PRALENE 180 Sanded, SOPRALENE 180 PS 2.2+, SOPRALENE gal/square SBS-AA Base/ Ply: Hot asphalt at 20-40 Cap: 180 PS 3.04, SOPRALENE 250 Sanded ELASTOPHENE HS FR GR, ELASTOPHENE LS FR GR; ELASTOPHENE FR GR, SOPRALENE Ibs/square Base/ Ply: 180 FR GR, SOPRALENE 250 FR GR ELASTOPHENE HS Sanded, ELASTOPHENE Sanded, ELASTOPHENE Sanded 3.0, ELASTOPHENE PS 2.24, ELASTOPHENE PS 3.0+, SBS-AA2 SOPRALENE 180 Sanded 2.2, SOPRALENE 180 Sanded, SOPRALENE 180 PS 2.2+, SOPRALENE 180 PS 3.0+; SOPRALENE 250 Sanded SOPRASPHALT M at 25 SBS-TAP Cap: ELASTOPHENE HS FR GR, ELASTOPHENE LS FR GR, ELASTOPHENE FR GR, SOPRALENE 180 FR GR; SOPRALENE 250 FR GR Ibs/square Base: COLVENT TG, COLVENT 180 TG, COLVENT Flam 180 TG+ ELASTOPHENE Flam HSTm � , ELASTOPHENE Fla2.2+, ELASTOPHENE Flam 3.0, ELASTOPHENE SP 2.2, ELASTOPHENE SP 3.0, SOPRALENE Flam 1804, SOPRALENE 180 SP 3.0, SOPRALENE 180 SP 3.5, SOPRALENE SOS-TAF Base/ Ply: Torch -applied, Partial Bond Cap: m � Fla250, SOPRALENE 250 SP ELASTOPHENE Flam HS FR GR, ELASTOPHENE Flam LS FR GR, ELASTOPHENE Flam FR GR, SOPRALENE Flam 180 GR, SOPRALENE Flam 180 FR GR, Torch -Applied, Full Bond SOPRALENE Flam 250 FR GR, SOPRALAST50 TV Alu NEMO ETC, LLC Certificate of Authorization #32455 7'" EDITION (2b20) FBC HVHZ EVALUATION Evaluation Report 15920.09.17-R8 for FL23301-RS ©2019 NEMO ETC, LLC Soprema Modified Bitumen Roof S Revision 8:12/15/2021 Systems; (800) 35G-3521 Appendix 1, Page 3 of 148 � I MEMBRANE ADHESIVE COMBINATIONS REFERENCE LAYER MATERIALS SBS-SA3 Base/ Ply: ELASTOPHENE Stick, ELASTOPHENE Flam Stick SOPRALENE Stick, SOPRALENE Flam Stick-0-APPLICATION Cap: ELASTOPHENE Stick FR GR, ELASTOPHENE Stick HR FR GR Self -adhering, Full Bond SBS-SA2 Base Ply: ELASTOPHENE ULTRA -STICK; SOPRALENE ULTRA -STICK Cap: ELASTOPHENE ULTRA -STICK FR GR, SOPRALENE ULTRA -STICK FR GR Self -adhering, Full Bond Note.. Base / Ply membranes marked with an asterisk (4) have a poly -film top surface, and require installation of a torch -applied membrane overtop. Note: Top surfaces ofSoprema membranes having a sand finish shall be primed with ELASTOCOL 500, ELASTOCOL Stick or ELASTOCOL Stick Zero at 1 gal/sq. (0.6 I/m2) prior to application of subsequent self -adhering (SBS-SA3) membranes. Note: Top surfaces ofSoprema membranes having a sand finish may be (optional) primed with ELASTOCOL 5001 gal/sq. (0.6 I/m2) prior to application of subsequent cold -adhesive -applied (SBS-CA3) or torch -applied (SBS-TAF) membranes. 16. Thermal barrier/ vapor barrier combination options for use over wood decks followed by bonded insulation and/orcoverboard carry the following MDP limitations. The lesser ofthe MCIP listings below vs. that forthe selected assembly from TABLE2A applies: THERMAL BARRIER/ VAPOR BARRIER OPTIONS FOR WOOD DECKS, FOLLOWED BY BONDED INSULATION PER TABLE 1A THERMAL BARRIER VAPOR BARRIER NOTE 15 OPTION# DECI<(NOTE 1) (. ) ADHESIVE PER TYPE FASTEN (NOTE 11) ATTACH _PRIMER CAP PLY TABLE 2A MDP BASE PLY (PSF) Min. 0.5-inch Dens Deck Prime or DEXcell (GRANULE) (NOTES 6,7&8) W-T8/VB 1. Min. 19/32-inch APA FA Glass Mat Roof Board, min. 7/16-inch Trufast Versa -Fast Plate with minimum one SBS-CA3 rated CDX plywood DEXcell Cement Roof Board or min. 0.5- (1) Versa -Fast Fastener installed into the 1 per 2 7 ft2 None- (sanded top None DUOTACIC inch SECUROCICCement Roof Board. center -hole of the Versa -Fast Plate. surface) Min. 0.5-inch Dens Deck Prime or DEXcell. W-TBNB-2. Min. 19/32-inch APA FA Glass Mat Roof Board, min. 7/16-inch Trufast Versa -Fast Plate with minimum one rated CDX plywood DEXcell Cement Roof Board or min. 0.5- (1) Versa -Fast Fastener installed into the 1 per (Optional) 2 7 ft2 None SBS-CA3 DUOTACK 365 �5.0° inch SECUROCIC Cement Roof Board, center -hole of the Versa -Fast Plate. SBS-CA3 Min. 0.54nch DensDecic Prime or DEXcell W-TB/VB 3. Min. 19/32-inch APA FA Glass Mat Roof Board, min. 7/16-inch Trufast Versa -Fast Plate with minimum one SBS-AA or 1 per (Optional) SBS TAF rated CDX I installed into the (1) Versa -Fast Fastener il plywood DEXcell Cement Roof Board or min. 0.5- 2 7 ft2 ELASTOCOL None DUOTACIC inch SECUROCK Cement Roof Board. center -hole of the Versa -Fast Plate. Soo (sanded top -45;01 Min. 0.5-inch Dens Deck Prime or DEXcell surface) W TB/VB 4. Min. 19/32-inch APA FA Glass Mat Roof Board, min. 7/16-inch Trufast Versa -Fast Plate with minimum one (Optional) (Optional) rated CDX plywood DEXcell Cement Roof Board or min..0.5- (1) Versa -Fast Fastener installed into the 1 per SBS-AA 2 7 ft2 ELASTOCOL SBS-AA or or DUOTACIC 365 �5.0" inch SECUROCIC Cement Roof Board. center -hole of the Versa -Fast Plate. 500 ; SBSTAF SBS-TAF Min. 0.5-inch DensDecic Prime or DEXcell ELASTOCOL - SOPRAVAP'R . Min. 19/32-inch APA FA Glass Mat Roof Board, min. 7/16-inch Trufast Versa -Fast Plate with minimum one W-TB/VB 5. rated CDX plywood DEXcell Cement Roof Board or min. -inc (1) Versa -Fast Fastener installed into the 1 per Stick or or SBS-SA1 center -hole of the Versa -Fast Plate. 2.7 ft2 ELASTOCOL L (sanded top None DUOTACIC 45.00 inch SECUROCIC Cement Roof Board. Sticic Zero surface) Min. 0.5-inch DensDecic Prime or DEXcell ELASTOCOL Min. 19/32-inch APA FA Glass Mat Roof Board, min. 7/16-inch Trufast Versa -Fast Plate with minimum one W-TB/VB-6. rated CDX I (1) Versa -Fast Fastener installed into the 1 per Stick or (Optional) plywood DEXcell Cement Roof Board or min. 0.5- 2.7 ft2' ELASTOCOL SBS-SAl) SBS-TAF DUOTACK 365 -45.0" inch.S.ECUROCK Cement Roof Board. center -hole of the Versa -Fast Plate. Stick Zero MEMO ETC, LLC Certificate of Authorization #32455 7TM EDITION (2020) FBC HVHZ EVALUATION Evaluation Report 15920.09.17-R8 for FL23301-R8 02019 NEMO ETC, LLC Soprema Modified Bitumen Roof Systems; (800) 356-3521 Revision 8:12/15/2021 Appendix 1, Page 4 of 148