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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