RF-19-843Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
9510 NW 1ST AVE, Miami Shores, FL 33150
Contacts
Issue Date: 04/18/2019
Parcel Number
1131010240260
Permit o.: RF-04-19-U3
Permit Type., 1100f
Work,Ctassification: Flat
Permit,Status: Approved
Expiration: 410/ 15/2019
MEI LIN ALCOCER Owner AJF ROOFING INC Contractor
9510 NW 1 AVE, MIAMI SHORES, FL 33150 ALEJO FERNANDEZ
Other: 7866381353 7495 NW 7 ST, MIAMI, FL 33126
Business: 3054568006
Mobile: 3059708006
Description: RE -ROOF FLAT WITH TPO Valuation: $ 3,800.00 Inspection Requests:
305-162-4"q
Total Sq Feet: 500.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$2.40
DBPR Fee
$3.75
DCA Fee
$2.50
Education Surcharge
$0.80
Roofing Fee
$200.00
Scanning Fee
$12.00
Technology Fee
$6.25
Total:
$277.70
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$277.70
Check # 1704
04/18/2019 $277.70
Amount Due:
$0.00
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
c regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated.
�(1���
Authorized Signature: Owner / Applicant / Contractor / Agent Date
April 18, 2019 1 Page 2 of 2
4
DECEIVED
Miami Shores Village PR 1 8 2019
Building Department By
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
BUILDING ❑ ELECTRIC ❑■ ROOFING
��
F BC 20 C� - Q
Master Permit No. _-0 ` rn—v
Sub Permit No.
❑ REVISION ❑ EXTENSION [:]RENEWAL
PLUMBING ❑ MECHANICAL OPLIBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOBADDRESS: 9510 NW 1 AVENUE
City' Miami Shores County: Miami Dade Zip: 33 C S0
Folio/Parcel#:11-3101-024-0260 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone:
OWNER: Name (Fee Simple Titleholder): MEI LIN ALCOCER
Address:9510 NW 1 AVENUE
City: MIAMI SHORES State: FL
BFE: FFE:
Phone#:
Zip: 33150
Tenant/Lessee Name: SAME AS OWNER Phone#:
Email: V-P-ILL I N `-�49 �UB�
CONTRACTOR: Company Name: AJF ROOFING INC Phone#: 305-456-8006
Address: 7495 NW 7 STREET SUITE#10
City: MIAMI State: FL Zip: 33126
Qualifier Name: ALEJO FERNANDEZ Phone#: 305-970-6359
State Certification or Registration #: CCC:1331111
DESIGNER: Architect/Engineer:
Certificate of Competency #:
Phone#:
Address: City: State:
Value of Work for this Permit: $ 3800 Square/Linear Footage of Work: 500
Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repa r/Replace
Description of Work: RE -ROOF . q e>-F W iT H- TPO
Specify color of color thru the:
Submittal Fee $,
Scanning Fee $
Technology Fee $
Structural Reviews $
31211
Permit Fee $
Radon Fee $
Training/Education Fee $
CCF $
DBPR $
Zip:
❑ Demolition
CO/CC $
Notary $
Double Fee $
Bond $ E-� 0�
TOTAL FEE NOW DUE $ ' �D
(Revised02/24/2014)
y
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
Zip
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and aAinspection fee will be charged. I
Signature)M-/L � Signature �lYl—
OWNER or AGENT
The foregoing instrument was acknowledged before me this The foreping instrument was acknowledged before me tnls
day of 20 9 by 4" davooff i 20 19 by
who is personally known to o is personallykn
me or who has produced_ as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
QSign: Sign:
Print: JAN TTE DIAZ Print: Sf ']TE �iJ71QcZ
Seal: JANETTE DIAZ Seal:
° JANETTE DIAZ
MY COMMISSION # GG035634 ;;Q • "
EXPIRES O Ober 04, 2020 `: MY COMMISSION # GG035634
EXPIRES October 04, 2020
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Property Search Application - Miami -Dade County https://www8.miamidade.gov/Apps/PA/propedysearch/#/report/s...
If OFFICE OF THE PROPERTY APPRAISER
Summary Report
Property Information
Folio:
11-3101-024-0260
9510 NW 1 AVE
Property Address:
Miami Shores, FL 33150-1702
------------------------------------
FABIO GIL CEBALLOS
Owner
MEI LIN M ALCOCER
9510 NW 1 AVE
Mailing Address
MIAMI, FL 33150 USA
PA Primary Zone
0800 SGL FAMILY - 1701-1900 SQ
0101 RESIDENTIAL -SINGLE
Primary Land Use
FAMILY: 1 UNIT
Beds / Baths / Half
3/2/0
Floors
1
Living Units
1
Actual Area
2,436 Sq.Ft
Living Area
1,799 Sq.Ft
2,078 Sq.Ft
Adjusted Area
Lot Size
8,305.5 Sq.Ft
Year Built
1965
Assessment Information
Year
2018
2017
2016
Land Value
$182,704
$182,704
$182,704
Building Value
$202,605
$238,035
$241,048
XF Value
$1,352
$1,355
$1,359
Market Value
1 $386,661
$422,094
1 $425,111
Assessed Value
1 $374,165
$366,470
$358,933
Benefits Information
Benefit
Type
2018
2017
2016
Save Our Homes
Cap
Assessment
Reduction
$12,496
$55,624
$66,178
Homestead
Exemption
$25,000
$25,000
$25,000
Second Homestead
Exemption
$25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County, School
Board, City, Regional).
Short Legal Description
BONMAR PARK PB 17-11
LOT 5 & N1/2 OF LOT 6 BLK 5
LOT SIZE 73.500 X 113
OR 9774-0516
Generated On : 4/17/2019
Taxable Value Information
2018
2017
2016
County
Exemption Value
$50,000
$507000
$50,000
Taxable Value
1 $324,165
$316,470
$308,933
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
1 $349,165
$341,470
$333,933
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
1 $324,165
$316,470
$308,933
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
1 $324,165
$316,470
$30823
Sales Information
Previous
OR Book-
Price
Qualification Description
Sale
Page
12/16/2013
$418,000
28973-3625
Qua[ by exam of deed
Not exposed to open -market; atypical
03/05/2013
$250,000
28536-3795
motivation
Trustees in bankruptcy, executors or
03/04/2013
$199,700
28526-1170
guardians
08/01/1977
1 $62,000
09774-0516
Sales which are qualified
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and
Mami-Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp
Version:
yL
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Sth Edition (2014)
1
High -Velocity Hurricane Zone Uniform Permit Application Form.
1
1
Section A (General Information)
i
1
Master Permit No. Process No.
1
Contractor's Name AJ F ROOFING I N C
1
1
Job Address 9510 NW 1 AVE MIAMI SHORES, FL 33150
•
1
1
ROOF CATEGORY
0( Low Slope ❑ Mechanically Fastened Tile ❑ Mortaf/AHQtsslve SeMiil'es
....
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood • • 0 •es/Sha s
$11149i ke
0
1.
❑ Prescriptive BUR-RAS 150 000000 • • •00
ROOF TYPE ••"" " '
""f•
❑ New roof ❑ Repair ❑ Maintenance l� Reroofing •.•..p Recove"Ong
.�
ROOF SYSTEM INFORMATION : • : •
0000 •
Low Slope Roof Area (SF) 481 Steep Sloped Roof AREA (SSF) N-A Total (SF) :48 j • • •
• • •�
0000
1
Section B (Roof Plan)
1
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen-
sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
1
1
-
1
a
0
n
u 0-
LULU
I --
s
N
■■
111111■01MMEN0■�1■■■■■■■pm
�Im�i■i..
0-0■O
■
■I:����....�:IMEMO
mum
a
31
OWN
l■■
■■■■■Ii■■■■■i■i1N1N_//IPAY,
W
r-
Uff
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) FLO uAnk
15.37
Copyright to, or urtherr by, ICC (ns a RIGHTS RESERVED); accessed by Elie io2 ]0:32:12
' , Agreement. No further licensed by, ]u C (A L RIGttd. Pursuant to License
1
1
1
1
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
1
High -Velocity Hurricane Zone Uniform Permit Application Form.
1
1
1
Section C (Low Slope Application)
Top Ply Fastener/Bo ddI M tQ
�P�PL�T
1
Fill in specific roof assembly components and identify
14 SCREWS &
#
1
1
manufacturer
Surfacing: N/A
1
1
(If a component is not used, identify as "NA")
1
Fastener Spacing for Anchor/Base Sheet Attachment:
1
1
System Manufacturer: GAF
Field: 6 "oc @ Lap, # Rows 1 @ 55 „ oc
1
1
1
1
Product Approval No.: FL16730-R19
Perimeter: 6 " oc La 1 28 • •
— @ p,#Rows_@
1
1
Design Wind Pressures, From RAS 128 or Calculations:
Comer 6 " oc @Lap, #Rows �: • •@� 28 " oc • • •
1 •0
1
P1: -40.11 P2: -67.28
P3: 101.26
Number of Fasteners Per Insulatio�lai3d ,
10
,
1
Max. Design Pressure, from the specific product
Field N/A Perimeter N/A. • 0 0 • 0 wit
----� • • • • Com •
•
1,,,,
approval system: -52.5
Illustrate Components Noted and 15AI s as Applicable:0 •
1 • : 0
1
1
Deck:
Woodblocking, Gutter, Edge Termination, Stripping, Flashing,
Continuous Cleat, Cant Strip, BascClIM1FSQg, Counterilashing,
• 0000
1 0.
1
Type: CDX PLYWOOD 5/8 = 19/32"
Coping, Etc. . .
000000
1
Gauge/Thickness: e/Thickness: 5/8 = 19/32"
g
Indicate: Mean Roof Height, ParaQet Height, Height of Base
Flashing,
t,,,,;
1
Component Material, Material Thickness, PaSZener
•
Slope: 1/4":12"
Type, Fastener Spacing or Submit Manufacturers Details that
1
1
Comply with RAS 111 and Chapter 16.
1
1
AnchorBase Sheet & No. of Ply(s): N/A
1
1
1
1
Anchor/Base Sheet Fastener/Bonding Material:
1
1
N/A
1
Insulation Base Layer. N/A
FT. N/A
1
1
1
1
1
Base Insulation Size and Thickness: N/A
Parapet
1
1
Height
Base Insulation Fastener/Bonding Material:
1
1
N/A
1
1
1
1
Top Insulation Layer: N/A
FT. 10' FT
1
1
Top Insulation Size and Thickness: N/A
Mean
1
1
1
Top Insulation Fastener/Bonding Material: N/A
Roof
Height
1
1
Base Sheet(s) & No. of Ply(s): N/A
1
Base Sheet Fastener/Bonding Material:
>y q O
1
1
N/A
o m
1
Ply Sheets) & No. of Ply(s): N/A
i
1
Ply Sheet Fastener/Bonding Material:
V)
1
1
N/A
1 X O
1
Top Ply: GAF TPO 0.60 MI WHITE MEMBRANE
1
r
1
iR
15.38
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014)
1 ' I 1 1 1 Copyright to, or licensed by ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form i
Section D (Steep Sloped Roof System)
1
1
1
Roof System Manufacturer. 1
Notice of Acceptance Number. 1
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 1
P1: P1: P1: 1
Deck Type:
Type Underls
Roof Slope:
12 Insulation
Fire
Ridge Ventilation?
Mean Roof Height:
�er Type & Spad
Adhesive
ype Cap S 6
Roof Cov
Type &
Edge:
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39
Copyright to, or htxnsed by, ICC (ALL RIGHTS RESERVED); aoxssed by Elie= Palacio on Jun 8, 2015 10:32:12 AM pursuant to License
Agtcetnent. No furthcr reproductions authorized.
pLORiDA
SECTION 1524
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402
govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the
following items should be addressed as part of the agreement between the owner ant the contractor. The owner's
initial in the designated space indicates that the item has been explained.
. . .... ......
2. _ Renailing wood decks: When replacing roofing, the existing wppdSQof deck maX have to . • •.
be renailed in accordance with the current provisions of Section R4403, (The roofdeck is usually.
... ..
concealed prior to removing the existing roof system). • • • • • • • • •
...... .. . .....
.. .. .. . ......
4. _ Exposed Ceiling: Exposed, open beam ceilings are where the MUde of the roof decking '.
can be viewed from below. The owner may wish to maintain the architectural appearance; t;ere#ore, "�• •
roofing nail penetration of the underside of the decking may not be acceptable.T.Ns provides thg option o • • • • •
maintaining the appearance. '.:..'
6. _Overflow scuppers (wall outlets): it is required that rainwater flows off so that the roof is
not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this
discharge if overflow scuppers (wall outlets) are not provided. I may be necessary to install overflow
scuppers in ac ance with the requirements of Sections R44 , R4403 and R4413.
X— -11 Uf -'& /t'q
Ow Agent's Signature Date Contractor ignature Date
9510 NW 1 AVE MIA SHORES, FL 33150
Property Address
Revised on 7/9/2009 LD,07/01/2015;
Permit Number
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756,8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
••••
•..,. •
0 0 0 9:0
000
• • •
To:
Miami Shores Village Building Department
9 9 p
•Gknti .
�
y •
....0
10050 NE 2nd Ave
....
•
—:"":
Miami Shores, A 33138
• • • •
• • • • •
Re:
Owner's Name: FABIO CEBALLOS and/or MEINLIN ALCOCER
•• ••
•
••
••••••
Property Address: 9510 NW 1 AVE MIAMI SHORES, FL 33150
.... .
. .
. .
'
......
Roofing Permit Number:
'..' :
. ..
:"":
Dear Building Official:
R e-; Lin lam.0)(ANy that I am not required to retrofit the roof to wall connections of my
building because:
tfhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of e South Florida Building Code (1994 SFBC)
Ln MCQC_e�.
Signature Print Name
State of Florida
County of Dade
JANETTE DIAZ
Z •c MY COMMISSION # GG035634
+ EXPIRES October 04, 2020
The undersigned, being the first duly swom, deposes and says that he/she is the owner for the
Sworn to and subscribed before me this 4411 day of lq
Notary Public, Sate of Florida at Large
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/21/2009
Lab Report No. 129608
FLORIDA TEC
PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY
C.A. # 30448
Lab Certificate # 17-0703.01
DATE: April 2, 2019
COMPANYNAME. AJF Roofing Inc.
PROJECTADDRESS: 9510 NW 1 st Ave., Miami Shores
Fastener Spacing Calculations
Basic Wind Parameters
Wind Load
Standard =
ASCE 7-10 Exposure Category
= C
wind Design Speed =
175.0 mph Risk Category
= II
Structure
Type =
Building Building Type
= Enclosed
Building
inputs
• • • • • •
RoofType:
Building Roof Type =
Flat Flat Roof
• = •
••••
••••••
RfHt
Roof Height =
10.000 ft W Building Width
•rr•i32)00
ft ••••
••
L
Building Length =
37.000 ft OH Type of Overhang
- jo,%e
•i•
•
•
Parapet
Type of Parapet =
None Par Is there a Parapet
= Salse
••••
••••••
OH_ALL
None =
0.000 ft
0.••••••
Components and Cladding (C&C) Calculations per Ch 30 Part 2:
• •
••••••
Theta
= Slope of Roof
= 0.0 Deg
•
i
LF
= Load Factor based upon ASD Design
00
� d•60
• • •
• • •
• • • •
h3
= Per Eqn 30.5-1 use
0.33 * h
••=•-1.300
ft •• •
••••••
Kzt
= Topographic Factor
is 1 since no Topographic feature specified • s•ia000
•
••
Lambda
= Adjustment Factor for Building Height & Exposure per Fig 30.511 =•1-V10
• •
••••••
••••i•
All wind
pressures include a load factor of 0.6
: •••
•
i••••:•
•• •
• ••
•
Description Zone Width Span
Area 1/3 Pnet30 Pnet30 p
p
••:•••
Rule Max Min Max
Min
ft
-----------
ft ft
---- ----- -----
sq ft psf psf psf
----- ---- ------------- -----
psf
-------
Field
1 2.000 5.000
10.00 No 22.45 -55.25 16.30
-40.11
Perimeter
2 2.000 5.000
10.00 No 22.45 -92.68 16.30
-67.28
Corner
3 2.000 5.000
10.00 No 22.45-139.48 16.30
-101.26
FASTENER SPACING CALCULATION
NOA: FL16730-R19
Fastener Spacine Calculated In Accordance With RAS-137 System Type: W-56
Nbm Design Pressure
fe/ Fastener
FV
Deck Type
52.5
2.29
1 120
Wood
Elevated Pressure Zone
Max. Fasteners
Spacing (inch)
Nkm Sheet
Width (inch)
Field:
40.11
6
55
erimeter:
67.28
6
28
orner:
101.26
6
28
Jorge F.At4lez, P.E.
Lic. N 3 2 . 4 ,f
Perimeter
Width (inch)
36.0
10735 SW 2160' St. Unit 404 Tel: 305-256-4550
www.FloridaTEC.net
Miami FL 33170 Page 1 1 Fax: 305-256-6833
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florlda Building Code 5th Edition (2014)
1
High -Velocity Hurricane Zone Uniform Permit Application Form.
1
I
1 Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mr. If the Me values
are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
1
1 Method 1 " oment ased Tile Calculations Per RAS 127"
1 (P1: x _ - - Mg. = Mr, Product Appr 1 M,
(P2:_ xX _ - Mg: = MProduct A oval Mr
1 (P3:_ x7l = - Mg: 1 = M,, _ Produ pproval M, • • • •
1
Method 2 1 plifi Tile Calculations r Table Or
• • • • • • •
1 Required Moment of Resistance (Mr) From Tab B w Produ Approval M, • • • • • • • • : •
1 •
1
1
1
1
1
I
1
•
.••• .
•
`Must be used in conjunction with list of moment based tile systems endors by the Broward County Board of Rules and
1 Appeals.
1 For Uplift based the systems use Method 3. Compared the values for F with the values for Fr. If the F' values are greater than or
1 equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable.
1
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(P1:_ x L _ = x w: = _) - W: x cos 6 _ = Fr, Product Approval F'
(P2: x L _ = x w: = _) - W: x Cos E) _ = F,2 _ Product Approval F'
1 (P3:_ x L _ = x w: = _ ) - W: x Cos 0 — = F,, _ Product Approval F'
1
1
1
I
1
1
1
1
1
1
1
1
1
1
I
1
1
19 required Momen a tance•
Mean Roof Height
Roof Slope
15'
20'
�5'
30' •
• • • • 40'
2:12
34.4
36
.7 ••••.42.2
•
3:12
32.2
.4
0
37.4 •
• • •.39.8
4:12
30.4
32.2
34
35.1 •
31.3
5:12
28.4
30.1
31.
32.8 •
.34.9
6:12
26
28.0
29.
30.5
32.4 •
7:12
4.4
25.9
27.1
28.2
30.0
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 or by an engineering analysis pre-
pared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
A
Job Site
Aerodynamic Multiplier
Product Approval
Restoring Moment due to Gravity
MG
Product Approval
Attachment Resistance
M,
Product Approval
Required Moment Resistance
Ma
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length W = width
Product Approval
All calculations must be submitted to the building official at the time of permit application.
15.40 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014)
1 ! Im 1 114 1 Copyright to, or licensed by. ICC (ALL RIGHTS RESERVED); accessed by Elias Palacio on Jun 8.2015 10:32:12 AM pursuant to License
Ag=Ment. No further reproductions authorized.
Florida Building Code Online
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG...
10f11CA OQPAWMM OF
usiness & PcofessionSIMUM
ai Regu a ion
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications ' Contac
b
a
.� Product Approval
d .. USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application History > Application Detail
1 OFFICE OF, THE.
SECRETAR
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
FL16730-R19
Revision
2017
Approved
0
. .
....
....
......
GAF ......
1 Campus Drive•••
....
......
•
Parisppany, gi0f0�4
���•��
•
(800) 766-341,1• •
• • • • •
mstieh@gaf.evm••:
009000
•••••
Robert Niemirlen
....:.
Ireith@nemoetc.com
William Broussard
1 Campus Drive
Parsippany, NJ 07054
(800)766-3411
TechnicalQuestionsGAF@gaf.com
Roofing
Single Ply Roof Systems
Evaluation Report from a Florida Registe
Florida Professional Engineer
® Evaluation Report - Hardcopy Receiv
Robert Nieminen
PE-59166
UL LLC
12/17/2021
1 of 3 4/17/2019, 9:57 PM
Florida Building Code Online
https://www.floridabuilding.org/pr/pi_app_dtl. aspx?param=wG...
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
John W. Knezevich, PE
Validation Checklist - Hardcopy Rece
FL16730 R19 COI 2018 01 COI NIEh
Standard
TAS 114
TAS 131
Product Approval Method
Method 1 Option D ."".
. . .... ......
Date Submitted
12/17/2018•••;•• •••• ••••••
Date Validated
12/17/2018*::::� �••••�
Date Pending FBC Approval
12/25/2018...... :""' .....
Date Approved
02/19/2019 ...... .. . .....
Date Revised
02/19/2019��
Summary of Products
. . . . ......
.'. ..;
FL #
Model, Number or Name
Description
16730.1
EverGuard TPO Single Ply Roof
Thermoplastic polyolefiin sinc
Systems
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16730 R19 II 2018 12 1
TPO HVHZ F1_16730-R19.pd1
Approved for use outside HVHZ: No
Verified By: Robert Nieminer
Impact Resistant: N/A
Design Pressure: +N/A/-502.5
Created by Independent Thil
Other: 1.) The design pressure herein pertains to one
Evaluation Reports
system. Refer to ER Appendix for all systems and maximum
FL16730 R19 AE 2018 12
TPO HVHZ FL16730-R19.pd1
design pressures. 2.) Refer to ER Section 5 for Limits
of Use.
Created by Independent Thii
Back Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-18:
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessil
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a pu
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contac
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Dep
one. The emails provided may be used for official communication with the licensee. However email addresses are public rec
address, please provide the Department with an email address which can be made available to the public. To determine if �
2 of 3 4/17/2019, 9:57 PM
Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG...
please click here .
Product Approval Acoepts:
® ® � check M
Credit Card
Safe
. .
....
......
......
....
......
•
•Goo • .
....
.
.....
. •0:00:
.....
....000000.........
. .
. .
0900%
3 of 3 4/17/2019, 9:57 PM
0
NEMO I etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
REPORTEVALUATION
GAF Evaluation Report 01506.12.13-1-R20
1 Campus Drive
Parsippany, NJ 07054
(800) 766-3411
FL16730-1119
Date of Issuance:12/17/2013
Revision 20: 12/17/2018
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 61h Edition (2017) Florida Building Code, High Velocity Hurricane Zone (HVHZ) sections noted
herein. •
. . .... ......
DESCRIPTION: EverGuardO TPO Single -Ply Roof Membrane Systems " ' ;"' '.
LABELING: Labeling shall be in accordance with the requirements of the Accredited QuZ*##9iSBiUrance Agency noted
herein. • • • • •
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) Aanges,'the referencei9:".
Quality Assurance documentation changes, or provisions of the Code that relate to the product c6ngea Mceeptance oT• •
this Evaluation Report b the named client constitutes agreement to notify Robert Niemin � • • • of an ch • es to the• •
p Y g fY erL.P.�E. Y �g
product(s), the Quality Assurance or the production facility location(s). NEMO I etc. requires 4'c4mplete reviow of this..;.
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOletc. Evaldbled" may De.di$glayedln •
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirefy
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 an 88-page Appendix.
Prepared by:
Robert l.M.Nieminen, P.E. •• 1,,,.^ :� �?�: The facsimile seal appearing was authorized by Robert
'�i d'�'• = %'s`.'c'' �� ' Nieminen, P.E. on 12/17/2018. This does not serve as an
Florida Registration No. 59166, Florida DCA ANE1983 ,,�,,,�.,,._ ,...
i!"�•�.i "' electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. 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.
5. 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.
ONEMOletc.
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Single Ply Roof Systems
Compliance Statement: EverGuard® TPO Single -Ply Roof Membrane Systems, as produced by GAF, have
demonstrated compliance with the following sections of the 611 Edition (2017) 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.
2. • DA
Section Property Standard Year
TAS 110 Wind, Impact TAS114 2011
TAS 110 Physical Properties TAS 131 1995
Enti
Exam
Reference
Date
Kni!iy
Exam
Reference
Date
ACRC (TST4671)
TAS114
06-035
10/18/2006
FM App (TST1867)
FM 4474
797-09635-267
07/16/2014
ACRC (TST4671)
TAS114
07-005
01/17/2007
FM App (TST1867)
FM 4474
797-09892-267
ZCJIP42014
ACRC (TST4671)
TAS114
07-024
03/01/2007
FM App (TST1867)
FM 4474
797-10123-283
• 12/17/2014
ACRC (TST4671)
TAS114
07-016
04/19/2007
FM App (TST1867)
FM 4474
79:-10163-2b7
lf/f912014
ACRC (TST4671)
TAS 114
07-017
04/19/2007
FM App (TST1867)
FM 4474
7974(P210-267
0 0"15
ACRC (TST4671)
TAS 114
07-025
OS/02/2007
FM App (TST1867)
FM 4474
7917,iG2U•267
• a 05/2015
ACRC (TST4671)
TAS 114
07-026
05/03/2007
FM App (TST1867)
FM 4474
791 1%2%-267
02/05/2015
ACRC (TST4671)
TAS 114
07-027
05/04/2007
FM App (TST1867)
FM 4474
797-RR20011
02/13/2015
ACRC (TST4671)
TAS 114
07-042
08/31/2007
FM App (TST1867)
FM 4474
111"foe
� $41Q7�2�0115
ACRC (TST4671)
TAS 114
07-043
09/05/2007
FM App (TST1867)
FM 4474
•
RR2fi Xo
• 04/ 7 2015
ACRC (TST4671)
TAS 114
07-045
09/06/2007
FM App (TST1867)
FM 4474
30.51441 • •
p411542015
ACRC (TST4671)
TAS114
07-046
09/06/2007
FM App (TST1867)
FM 4474
3047666-LTiR
• 06/i4/2p15
ACRC (TST4671)
TAS 114
07-048
09/07/2007
FM App (TST1867)
FM 4474
RIt d29t3•
11i/112015
ACRC (TST4671)
TAS114
07-049
09/10/2007
FM App (TST1867)
FM 4474
306MOID • •
01/h4/2016
ACRC (TST4671)
TAS114
07-080
01/03/2008
FM App (TST1867)
FM 4474
345161
0 02/10�2016
ACRC (TST4671)
TAS 114
08-022
04/17/2008
FM App (TST1867)
FM 4474
RR204005
• &i/i303016
ACRC (TST4671)
TAS114
08-030
04/05/2008
FM App (TST1867)
FM 4474
RI!051V •
• 05/05/2016
ACRC (TST4671)
TAS114
08-023
04/17/2008
FM App (TST1867)
FM 4474
RR209192 •
• OS/GW2016
ACRC (TST4671)
TAS114
08-033
04/19/2008
FM App (TST1867)
FM 4474
RR205233
• &J41016
ACRC (TST4671)
TAS114
08-032
04/19/2008
FM App (TST1867)
FM 4474
RR205946
07/21/2016
ACRC (TST4671)
TAS114
11-004
03/21/2011
FM App (TST1867)
FM 4474
RR205474
08/31/2016
ACRC (TST4671)
TAS114
11-011
03/24/2011
FM App (TST1867)
FM 4474
RR206198
09/01/2016
ACRC (TST4671)
TAS114
11-012
04/06/2011
FM App (TST1867)
FM 4474
RR206353
09/07/2016
ACRC (TST4671)
TA5 114
11-013
04/06/2011
FM App (TST1867)
FM 4474
RR206620
09/12/2016
ACRC (TST4671)
TAS114
11-019
04/08/2011
FM App (TST1867)
FM 4474
RR206351
10/21/2016
ACRC (TST4671)
TAS114
11-020
04/08/2011
FM App (TST1867)
FM 4474
3055491
12/05/2016
ACRC (TST4671)
TAS114
11-021
04/11/2011
FM App (TST1867)
FM 4474
3058483
12/09/2016
ACRC (TST4671)
TAS114
11-040
08/05/2011
FM App (TST1867)
FM 4474
3056728 LTR
12/23/2016
ACRC (TST4671)
TAS114
11-041
08/05/2011
FM App (TST1867)
FM 4470
3056822 LTR
01/04/2017
ACRC (TST4671)
TAS114
11-056
09/30/2011
FM App (TST1867)
FM 4474
RR208456
02/13/2017
ACRC (TST4671)
TAS114
12-008
04/10/2012
FM App (TST1867)
FM 4474
3061218
05/10/2017
ACRC (TST4671)
TAS114
12-012
04/23/2012
FM App (TST1867)
FM 4474
3061218 LTR
05/16/2017
ACRC (TST4671)
TAS114
12-013
04/23/2012
FM App (TST1867)
FM 4474
RR209927
06/23/2017
ACRC(TST4671)
TAS114
12-014
04/23/2012
FM App (TST1867)
FM 4474
RR210305
07/13/2017
ACRC (TST4671)
TAS114
12-016
04/24/2012
FM App (TST1867)
FM 4474
RR212730
04/OS/2018
ACRC (TST4671)
TAS114
12-019
04/25/2012
FM App (TST1867)
FM 4474
PR449797
04/24/2018
ACRC (TST4671)
TAS114
12-024
05/09/2012
FM App (TST1867)
FM 4474
RR213333
04/25/2018
ACRC (TST4671)
TAS114
12-025
05/09/2012
FM App (TST1867)
FM 4474
3056933
07/19/2018
ACRC (TST4671)
TAS114
12-029
05/23/2012
FM App (TST1867)
FM 4474
3061794
07/25/2018
ACRC (TST4671)
TAS114
12-030
05/23/2012
FM App (TST1867)
FM 4474
RR215107-267
09/27/2018
ACRC (TST4671)
TAS114
11-042-R1
01/27/2012
IRT(TST7408)
TAS114
02-008
01/18/2002
ACRC (TST4671)
TAS 114
12-033
08/10/2012
IRT(TST7408)
TAS 114
03-0728
02/17/2004
ACRC (TST4671)
TAS114
12-036
08/13/2012
IRT(TST7408)
TAS114
04-012
02/18/2004
ACRC (TST4671)
TAS 114
12-018-R1
01/30/2013
IRT(TST7408)
TAS114
04-019
04/26/2004
ACRC (TST4671)
TAS 114
08-022-R1
01/15/2015
PRI(TST5878)
Physicals
GAF-373-02-01
10/15/2012
ACRC (TST4671)
TA5 114
11-056-R2
01/23/2015
PRI(TST5878)
FM 4474
GAF-043-02-03
09/16/2013
ACRC (TST4671)
TAS114
16-002
03/04/2016
PRI(TST5878)
FM 4474
GAF-043-02-04
09/16/2013
ATI(TST1558)
TAS114
H-3320.01-109-44
08/10/2017
PRI(TST5878)
Physicals
GAF-421-02-01
10/22/2013
ATI(TST1558)
TAS114
H-3314.01-109-44
08/14/2017
PRI(TST5878)
Physicals
GAF-422-02-01
10/22/2013
ATI(TST1558)
TAS114
H-3315.01-109A4
08/14/2017
PRI(TST5878)
Physicals
GAF-424-02-01
11/11/2013
NEMO ETC, LLC
Evaluation Report
01506.12.13-1-R2(
Certificate of Authorization
#32455
6- EDITION
(2017) FBC HVHZ EVALUATION
FL16730-Rll
GAF EverGuard TPO Single
Ply Roof Systems
Revision 20: 12/17/20V
Page 2 of (
ONEMOletc.
Enti
Exam
Reference
Date
Ent
Exam
Reference
Date
ATI(TST3558)
TAS114
H-3317.01-109-44
08/14/2017
PRI(TST5878)
Physicals
GAF-425-02-01
11/11/2013
ATI(TST1558)
TAS114
H-3318.01-10944
08/14/2017
PRI (TST5878)
Physicals
GAF-462-02-02
11/18/2013
ATI (TST1558)
TAS114
H-0730.01-109.44
08/16/2017
PRI (TST5878)
FM 4474
GAF-457-02-02
01/20/2014
ERD (TST6049)
TAS114
SC8580.11.15-4
11/09/2015
PRI (TST5878)
FM 4474
GAF-457-02-04
01/24/2014
ERD (TST6049)
FM 4474
SC8580.11.15-2
11/18/2015
PRI(TST5878)
FM 4474
GAF-457-02-06
01/24/2014
ERD (TST6049)
Criticality
SC16505.17
09/22/2017
PRI (TST5878)
FM 4474
GAF-457-02-07
01/24/2014
ERD(TST6049)
FM 4474
SC16825.12.17-1
12/31/2017
PRI (TST5878)
FM 4474
GAF-457-02-08
01/24/2014
ERD (TST6049)
FM 4474
SC16825.12.17-3B
12/31/2017
PRI(TST5878)
Physicals
GAF-423-02-01
01/27/2014
F-TEC(TST7393)
TAS114
08-050183
06/26/2008
PRI (TST5878)
Physicals
GAF-426-02-01
01/27/2014
F-TEC(TST7393)
TAS114
08-050184
06/26/2008
PRI (TST5878)
Rupture
GAF-435-02-01
01/29/2014
F-TEC(TST7393)
TAS114
08-070133
08/04/2008
PRI (TST5878)
FM 4474
GAF-435-02-07
01/29/2014
F-TEC(TST7393)
TAS114
08-050185
10/14/2008
PRI (TST5878)
FM 4474
GAF-435-02-08
01/29/2014
F-TEC(TST7393)
TAS114
08-072805
02/16/2009
PRI (TST5878)
FM 4474
GAF-435-02-09
01/29/2014
FM App (TST1867)
FM 4470
3003617
12/20/1999
PRI(TST5878)
FM 4474
GAF-435-02-10
01/29/2014
FM App (TST1867)
FM 4470
3009026
06/18/2002
PRI (TST5878)
FM 4474
GAF-435-02-11
01/29/2014
FM App (TST1867)
FM 4470
3013861
03/28/2003
PRI (TST5878)
FM 4474
GAF-506-02-06
03/06/2014
FM App (TST1867)
FM 4470
3014692
08/05/2003
PRI (TST5878)
FM 4474
GAF-506-02-08
03/06/2014
FM App (TST1867)
FM 4470
3014955
01/22/2004
PRI(TST5878)
FM 4474
GAF-S06-02-10
03/06/2014
FM App (TST1867)
FM 4470
3012721
02/11/2004
PRI (TST5878)
FM 4474
GAF-510-02-02
04/08/2014
FM App (TST1867)
FM 4470
3015029
02/19/2004
PRI (TST5878)
FM 4474
GAF-510-02-04
04/08/2014
FM App (TST1867)
FM 4470
3015578
03/12/2004
PRI (TST5878)
FM 4474
GAF-510-02-05
04/08/2014
FM App (TST1867)
FM 4470
3020588
03/24/2004
PRI (TST5878)
FM 4474
GAF-511-02-02
04/08/2014
FM App (TST1867)
FM 4470
3019881
03/20/2004
PRI (TST5878)
FM 4474
GAF-506-02-11
04/14/2014
FM App (TST1867)
FM 4470
3016068
04/02/2004
PRI (TST5878)
FM 4474
GAF-506-02-12
v4 36/A'014
FM App (TST1867)
FM 4470
3013861
05/21/2004
PRI(TST5878)
FM 4474
GPJ-506-OZ-13
"Val &4
FM App (TST1867)
FM 4470
3105578
05/12/2004
PRI (TST5878)
FM 4474
GPO-506M2-64
04/14/2014
FM App (TST1867)
FM 4470
3014955
01/28/2005
PRI(TST5878)
FM 4474
GAF-M-02-e1
04:ft)t814
FM App (TST1867)
FM 4470
3022136
03/17/2005
PRI (TST5878)
FM 4474
GPOs1"-01
•@Wl*/2014
FM App (TST1867)
FM 4470
3020681
09/01/2005
PRI (TST5878)
FM 4474
GAJ-•Vj J-J3
05/4/2014
FM App (TST1867)
FM 4470
3024051
03/28/2006
PRI(TST5878)
FM 4474
GAF-S14-02-04
05/12/2014
FM App (TST1867)
FM 4470
797-02093-267
04/26/2006
PRI (TST5878)
FM 4474
QVIP4101-95
"VPg14
FM App (TST1867)
FM 4470
3023458
07/18/2006
PRI (TST5878)
FM 4474
GAF-SP"-07
905/12/2014
FM App (TST1867)
FM 4470
3028039
09/11/2006
PRI(TST5878)
FM 4474
GP[4V Q8
"121;014
FM App (TST1867)
FM 4470
3027159
10/03/2006
PRI (TST5878)
FM 4474
GAF-596-02-61
•05/38/2014
FM App (TST1867)
FM 4470
3026149
02/05/2007
PRI (TST5878)
FM 4474
GAMAI-03
6571372014
FM App (TST1867)
FM 4470
3026964
07/25/2007
PRI (TST5878)
FM 4474
GAN39"-02
06/06/2014
FM App (TST1867)
FM 4470
3028857
11/02/2007
PRI (TST5878)
FM 4474
G4-52?02, 2
.06/231JO14
FM App (TST1867)
FM 4470
3030199
11/05/2007
PRI (TST5878)
FM 4474
GAF-525-02-03
• "381<211114
FM App (TST1867)
FM 4470
3030813
11/05/2007
PRI(TST5878)
FM 4474
G4-462.01,09
• 07/01/2014
FM App (TST1867)
FM 4470
3031262
11/30/2007
PRI (TST5878)
FM 4474
GAF14S2-0240
• 07IMP2014
FM App (TST1867)
FM 4470
3030292
02/25/2008
PRI(TST5878)
FM 4474
GAF-462-02-11
Q j"t14
FM App (TST1867)
FM 4470
797-03825-267
07/21/2008
PRI (TST5878)
FM 4474
GAF-524-02-02
07/01/2014
FM App (TST1867)
FM 4470
3033314
08/26/2008
PRI (TST5878)
FM 4474
GAF-524-02-03
07/01/2014
FM App (TST1867)
FM 4470
3034749
30/16/2008
PRI (TST5878)
FM 4474
GAF-524-02-05
07/01/2014
FM App (TST1867)
FM 4470
3032856
11/24/2008
PRI (TST5878)
FM 4474
GAF-540-02-02
08/06/2014
FM App (TST1867)
FM 4470
3033135
11/24/2008
PRI(TST5878)
FM 4474
GAF-540-02-03
08/06/2014
FM App (TST1867)
FM 4470
3033862
12/24/2008
PRI(TST5878)
FM 4474
GAF-540-02-04
08/06/2014
FM App (TST1867)
FM 4470
3034394
02/27/2009
PRI (TST5878)
FM 4474
GAF-538-02-02
08/13/2014
FM App (TST1867)
FM 4470
3033121
04/13/2009
PRI(TST5878)
FM 4474
GAF-538-02-03
08/13/2014
FM App (TST1867)
FM 4470
3035300
05/06/2009
PRI (TST5878)
FM 4474
GAF-532-02-01
08/22/2014
FM App (TST1867)
FM 4470
3036614
06/09/2009
PRI(TST5878)
FM 4474
GAF-524-02-05
08/27/2014
FM App (TST1867)
FM 4470
3034310
06/15/2009
PRI (TST5878)
FM 4474
GAF-549-02-01
08/08/2014
FM App (TST1867)
FM 4470
3036141
08/10/2009
PRI (TST5878)
FM 4474
GAF-538-02-04
09/02/2014
FM App (TST1867)
FM 4470
3037820
04/30/2010
PRI (TST5878)
FM 4474
GAF-559-02-11
10/16/2014
FM App (TST1867)
FM 4470
797-059797-267
08/18/2010
PRI(TST5878)
FM 4474
GAF-559-02-12
10/16/2014
FM App (TST1867)
FM 4470
3038215
09/02/2010
PRI(TST5878)
FM 4474
GAF-559-02-13
10/16/2014
FM App (TST1867)
FM 4470
797-05901-267
10/01/2010
PRI(TST5878)
FM 4474
GAF-559-02-14
10/16/2014
FM App (TST1867)
FM 4470
797-06003-267
11/11/2010
PRI(TST5878)
FM 4474
GAF-559-02-15
10/16/2014
FM App (TST1867)
FM 4470
3038318
12/10/2010
PRI (TST5878)
FM 4474
GAF-559-02-16
10/16/2014
FM App (TST1867)
FM 4470
797-06178-267
02/07/2011
PRI (TST5878)
FM 4474
GAF-559-02-18
10/16/2014
FM App (TST1867)
FM 4470
3040234
02/23/2011
PRI (TST5878)
FM 4474
GAF-538-02-05
12/03/2014
FM App (TST1867)
FM 4470
3040377
03/08/2011
PRI (TST5878)
Physicals
GAF-584-02-01
12/07/2015
FM App (TST1867)
FM 4470
3041685
03/24/2011
PRI(TSTS878)
Physicals
GAF-585-02-01
12/07/2015
FM App (TST1867)
FM 4470
797-06254-267
03/24/2011
PRI(TST5878)
Physicals
GAF-586-02-01
12/07/2015
FM App (TST1867)
FM 4470
3041535
06/08/2011
PRI (TST5878)
FM 4474
GAF-453-02-05
05/06/2016
FM App (TST1867)
FM 4470
797-06537-267
06/13/2011
PRI (TST5878)
FM 4474
GAF-453-02-09
05/06/2016
FM App (TST1867)
FM 4470
797-06538-267
06/13/2011
PRI (TST5878)
Physicals
GAF-653-02-01
10/20/2016
FM App (TST1867)
FM 4470
3041746
08/17/2011
PRI (TST5878)
FM 4474
GAF-653-02-04
10/20/2016
FM App (TST1867)
FM 4470
797-06894-267
11/02/2011
PRI (TST5878)
FM 4474
GAF-746-02-01
12/14/2016
FM App (TST1867)
FM 4470
3038278
11/18/2011
PRI (TST5878)
FM 4474
GAF-746-02-02
12/14/2016
FM App (TST1867)
FM 4470
3042905
01/10/2012
PRI (TST5878)
FM 4474
GAF-746-02-05
12/14/2016
NEMO ETC, LLC Evaluation Report 01506.12.13-1-R20
Certificate of Authorization #32455 6P EDITION (2017) FBC HVHZ EVALUATION FL16730-R39
GAF EverGuard TPO Single Ply Roof Systems Revision 20: 12/17/2018
Page 3 of 6
ONEMOjetc.
EatExam Reference Date Eniitf Exam Reference Date
FM App (TST1867) FM 4470 797-07041-267 02/27/2012 PRI (TST5878) FM 4474 GAF-746-02-06 12/14/2016
FM App (TST1867) FM 4470 797-07183-267 03/01/2012 PRI (TST5878) FM 4470 GAF-755-02-01 02/02/2017
FM App (TST1867) FM 4470 3044506 03/28/2012 PRI (TST5878) FM 4474 GAF-755-02-02 02/02/2017
FM App (TST1867) FM 4470 797-07331-267 04/13/2012 PRI (TST5878) FM 4474 GAF-755-02-03 02/02/2017
FM App (TST1867) FM 4470 3044862 05/11/2012 PRI (TST5878) FM 4474 GAF-755-02-04 02/02/2017
FM App (TST1867) FM 4470 797-07455-267 05/31/2012 PRI (TST5878) Physicals GAF-700-02-01 03/10/2017
FM App (TST1867) FM 4470 797-07474-267 06/11/2012 PRI (TST5878) FM 4474 GAF-782-02-01 08/24/2017
FM App (TST1867) FM 4470 797-07476-267 06/21/2012 PRI (TST5878) FM 4474 GAF-782-02-02 08/30/2017
FM App (TST1867) FM 4470 3045789 07/12/2012 PRI (TST5878) FM 4474 GAF-776-02-02 10/04/2017
FM App (TST1867) FM 4470 3045863 08/16/2012 PRI (TST5878) Criticality GAF-793-02-01 12/08/2017
FM App (TST1867) FM 4470 3041749 08/23/2012 PRI (TST5878) FM 4474 GAF-793-02-02 12/08/2017
FM App (TST1867) FM 4470 3046328 09/13/2012 PRI(TST5878) FM 4474 GAF-793-02-04 12/08/2017
FM App (TST1867) FM 4470 3041769 09/27/2012 PRI (TST5878) FM 4474 GAF-835-02-02 02/19/2018
FM App (TST1867) FM 4470 797-07744-267 10/17/2012 PRI(TSTS878) FM 4474 GAF-834-02-01 02/28/2018
FM App (TST1867) FM 4470 797-07885-267 11/21/2012 PRI (TST5878) FM 4474 GAF-835-02-03 02/28/2018
FM App (TST1867) FM 4470 3046054 12/21/2012 PRI (TST5878) FM 4474 GAF-835-02-04 02/28/2018
FM App (TST1867) FM 4470 797-08216-267 04/11/2013 PRI(TST5878) FM 4474 GAF-833-02-01 03/02/2018
FM App (TST1867) FM 4470 3048122 04/29/2013 PRI(TSTS878) FM 4474 GAF-833-02-02 03/02/2018
FM App (TST1867) FM 4470 797-08217-267 05/01/2013 PRI(TSTS878) FM 4474 GAF-836-02-01 03/02/2018
FM App (TST1867) FM 4470 797-08264-267 05/23/2013 PRI (TST5878) FM 4474 GAF-836-02-02 03/02/2018
FM App (TST1867) FM 4470 3047237 07/15/2013 PRI(TSTS878) FM 4474 GAF-836-02-03 03/02/2018
FM App (TST1867) FM 4470 3047636 08/08/2013 PRI(TST5878) FM 4474 GAF-836-02-04 40)/02W2018
FM App (TST1867) FM 4474 797-08873-267 11/26/2013 PRI (TST5878) FM 4474 GAF-858- 02-05 • "j7jf018 • • • • • •
FM App (TST1867) FM 4474 3048066 12/13/2013 PRI (TST5878) FM 4474 GZF-85&0201 05/01/2018 •
FM App (TST1867) FM 4474 3041749 12/30/2013 PRI (TST5878) FM 4474 GAF•8-02lb2 0t/e11�18 '
85•
FM App (TST1867) FM 4474 797-09116-267 01/24/2014 PRI (TST5878) FM 4474 G4F•86860 403 • 69/01/2018 • • • • • •
FM App (TST1867) FM 4474 797-09234-267 03/11/2014 PRI (TST5878) FM 4474 G AF--� Jgi0J:4 05/Ql/2018 • •
FM App (TST1867) FM 4474 797-09317-267 04/18/2014 PRI (TST5878) FM 4474 GAF-858-02-06 05/01/2018 • • • • • •
FM App (TST1867) FM 4474 797-09493-267 05/27/2014 PRI (TST5878) Physicals GAF%"-(1tp1 QVrAV18
FM App (TST1867) FM 4474 797-09495-267 05/27/2014 PRI (TST5878) FM 4474 GAFBa4"-03 • 05/11/2018 • • • • •
FM App (TST1867) FM 4474 797-09573-267 06/13/2014 UL,LLC(QUA9625) CIA Sm Confirm; IN, PAJX, UT j2d1742018 00000
FM App (TST1867) FM 4474 797-09497-267 06/23/2014 • • • • •
FM App (TST1867) FM 4474 797-09594-267 06/24/2014 • • " �' ' 0 9 • • • •
•
PRODUCT4.
• 00
4.1 This Evaluation Report covers EverGuard® TPO Single -Ply Roof Membrane Systems in6talled in accordance with • • • •;
GAF published installation instructions and the Limitations / Conditions of Use herein. • • • • • • • '
• • •
4.1.1 EverGuard` TPO membranes are nominal 45-mil (1.1 mm), 60-mil (1.52-mm) or 80-mil (2.0 mm) thick, internally
reinforced thermoplastic polyolefin roof covers supplied. Side and end laps are sealed using hot air welding. The
roof cover is mechanically attached or fully -adhered to Approved substrates.
4.1.2 EverGuard Extreme TPO membranes are nominal 50-mil (1.27-mm), 60-mil (1.52-mm), 70-mil (1.8) or 80-mil (2.0
mm) thick, internally reinforced thermoplastic polyolefin roof covers supplied. Side and end laps are sealed using
hot air welding. The roof cover is mechanically attached or fully -adhered to Approved substrates.
4.1.3 EverGuard* TPO FB Ultra membranes are nominal 45-mil (1.1 mm), 60-mil (1.52-mm) or 80-mil (2.0 mm) thick,
internally reinforced thermoplastic (TPO) roof covers with a polyester fleece backing. Side and end laps are sealed
using hot air welding. The roof cover is mechanically attached or fully -adhered to Approved substrates.
4.1.4 EverGuard Extreme TPO FB Ultra membranes are nominal 50-mil (1.27-mm), 60-mil (1.52-mm), 70-mil (1.8) or
80-mil (2.0 mm) thick, internally reinforced thermoplastic (TPO) roof covers with a polyester fleece backing. Side
and end laps are sealed using hot air welding. The roof cover is mechanically attached or fully -adhered to
Approved substrates.
4.1.5 EverGuard' Freedom' TPO HW and EverGuard® FreedomTm TPO with RapidlSeam"Technology membranes are
nominal 45-mil (1.1 mm) or 60-mil (1.52-mm) thick, internally reinforced thermoplastic (TPO) roof covers with a
self -adhering backing. EverGuard® Freedom'" TPO HW laps are sealed using hot air welding. EverGuard®
Freedom'" TPO with RapidSeam'" Technology laps are self -adhering. The roof cover is self -adhered to Approved
substrates.
NEMO ETC, LLC Evaluation Report 01506.12.13-1-R20
Certificate of Authorization #32455 6TN EDITION (2017) FBC HVHZ EVALUATION F1.16730-1119
GAF EverGuard TPO Single Ply Roof Systems Revision 20: 12/17/2018
Page 4 of 6
ONEMOletc.
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 Fire classification is not part of this Evaluation Report; refer to a current Approved Roofing Materials Directory for
fire ratings of this product.
5.3 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with
FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
5.4 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.
5.5 Fastener spacing for mechanical attachment of anchor/base sheet or membrane is based on a minimum fastener
resistance value in conjunction with the maximum design pressure (MDP) listed for a specific system. Should the
fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing —
prepared, signed and sealed by a qualified design professional — may be submitted. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standard TQS 10,� and cdlWijtjdns in
compliance with Roofing Application Standard RAS 117 or Roofing Application Stanclaft BAS137. ....
5.5.1 If mechanical attachment to the structural deck through lightweight insulating conemp ois prophSe-d, field
withdrawal resistance testing shall be performed to confirm equivalent or determine enh3M&Vfastening l3atterns
and density. All testing and fastening design shall be in compliance with Testing ApplAMWN.Standawi"US 105
and Roofing Application Standard RAS 117 and/or Roofing Application Standard RAS 131.' Calculations shall be
prepared, signed and sealed by a qualified design professional. • : • • • •
5.6 For systems where specific lightweight insulating concrete is referenced, consult the.6tar;ant HVHZ product
approval documentation for specific deck construction and limitations. For systems vihere sj ecificslightvveight
insulating concrete is not referenced, the minimum design mix shall be for minimum 300 psi oellular material.
5.7 For recover installations, the existing roof shall be examined in accordance with FBC 15;f . • •
5.8 Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased, as calculated in compliance with Roofing Application Standard RAS 117 and/or
Roofing Application Standard RAS 137 by a qualified design professional. *This extrapolation is not permitted
for systems marked with an asterisk*.
5.9 All attachment and sizing of perimeter nailers, metal profile and/or flashing termination designs shall conform to
Roofing Application Standard RAS 111 and applicable wind load requirements.
5.10 For assemblies marked with an asterisk*, the maximum design pressure (MDP) limitation listed shall be applicable
to all roof pressure zones (i.e., field, perimeters and corners). Neither rational analysis, nor extrapolation is
permitted for enhanced attachment at enhanced pressure zones (i.e., perimeters, corners and extended corners).
5.11 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.
5.12 All products listed herein shall have quality assurance audit in accordance with the F.A.C. Rule 61G20-3.
NEMO ETC, LLC Evaluation Report 01506.12.13-1-R20
Certificate of Authorization #32455 6- EDITION (2017) FBC HVHZ EVALUATION FL16730-R19
GAF EverGuard TPO Single Ply Roof Systems Revision 20: 12/17/2018
Page 5 of 6
ONEMOletc.
6.1 EverGuard® TPO Single -Ply Roof Membrane Systems shall be installed in accordance with GAF published
installation instructions, subject to the Limitations / Conditions of Use noted herein.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design
Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate
passing pressure divided by 2 (the 2 to 1 margin of safety per Testing Application Standard TAS 114 has already
been applied). Refer to FBC 1620 and Roofing Application Standard RAS 128 for determination of design wind
loads.
6.3 For mechanically fastened membrane systems (Type D) over profiled steel deck, membrane shall be installed
running perpendicular to steel deck flutes.
UL, LLC—QUA9625; (847) 664-3281; k.chancellor@ul.com
- THE 88-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
••••
• •
•• •
..••
•
•
•
.••.••
*go**
•.••.•
.
• .. • .
• . ..
• . •
... • • •
. .
•
•
. •
••••
NEMO ETC, LLC Evaluation Report 01506.12.13-1-R20
Certificate of Authorization N32455 6T' EDITION (2017) FBC HVHZ EVALUATION FL16730-1119
GAF EverGuard TPO Single Ply Roof Systems Revision 20: 12/17/2018
Page 6 of 6
TABLE DECK
APPLICATION TYPE
DESCRIPTION
ONEMOletc.
PAGE
1A
Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5-7
1B
Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
8-9
1C
Wood
New, Reroof (Tear -Off) or Recover
B-1
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
9
1D
Wood
New, Reroof (Tear -Off) or Recover
C-1
Mechanically Attached Insulation, Bonded Roof Cover
10-11
1E
Wood
New, Reroof (Tear -Off) or Recover
C-2
Plate -Bonded Roof Cover
12
1F
Wood
New, Reroof (Tear -Off) or Recover
D-1
Insulated, Mechanically Attached Roof Cover
12
1G
Wood
New, Reroof (Tear -Off) or Recover
D-2
Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover
13
1H
Wood
New, Reroof (Tear -Off) or Recover
E-1
Non -Insulated, Mechanically Attached Roof Cover
13
11
Wood
New, Reroof (Tear -Off) or Recover
E-2
Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover
14-16
2A
Steel
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
17
26
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
B-1
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
17-21
2C
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
B-1
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Base and Cap Ply
22
2D
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
B-2
Mech. Attached Thermal Barrier, Bonded Temp Roof, Bonded Insulation, Bonded Roof Cover
23-26
2E
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
C-1
Mechanically Attached Insulation, Bonded Roof Cover
26-35
2F
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
C-1
Mechanically Attached Insulation, Bonded Base and Cap Ply
36
2G
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
C-1A
Thermal Barrier with Vapor Barrier, Mechanically Attached Insulation, Bonded Roof Cover
37-41
2H
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
C-2
Mechanically Attached Insulation, Plate -Bonded Roof Cover
42-43
21
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
D-1
Insulated, Mechanically Attached Roof Cover
44-46
2.1
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
D-2
Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover
46
3A
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
47-55
3B
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Base and Cap Ply
55
3B
Structural concrete
New, Reroof (Tear -Off) or Recover
F
Non -Insulated, Bonded Roof Cover
55
4A
Lightweight concrete
New or Reroof (Tear -Off)
A-1
LWC to Deck, Bonded Insulation, Bonded Roof Cover
56-57
4B
Lightweight concrete
New or Reroof (Tear -Off)
A-2
LWC to Deck, Mechanically Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
58
4C
Lightweight concrete
New, Reroof (Tear -Off) or Recover
C-2
LWC to Deck, Through -attached Plate -Bonded Roof Cover
59
4D
Lightweight concrete
New, Reroof (Tear -Off) or Recover
D-1
LWC to Deck, Through -attached Mechanically Attached Roof Cover
59-60
4E
Lightweight concrete
New or Reroof (Tear Off)
E
LWC to Deck, Mechanically Attached Base Sheet, Bonded Roof Cover
60-61
4F
Lightweight concrete
New or Reroof (Tear Off)
F
LWC to Deck, Bonded Roof Cover
62-63
4G
Lightweight concrete
New or Reroof (Tear Off)
F
Temp Roof / Vapor Barrier to Deck, LWC to Temp Roof / Vapor Barrier, Bonded Roof Cover
63-64
SA
Cementitious wood fiber
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
65
5B
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
C-1
Mechanically Attached Insulation, Bonded Roof Cover
66
5C
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
E-2
Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover
66
SO
Cementious wood fiber
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
66
6A
Existing gypsum
Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
67-68
6B
Existing gypsum
Reroof (Tear -Off)
A-2
Mechanically Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
68
6C
Existing gypsum
Reroof (Tear -Off)
B-1
ech. chid Boseinsrlation,Borded Top Insulation, Bonded Roof Cover
69-71
6D
Existing gypsum
Reroof (Tear -Off)
C-1
!V echaniil;41ly AjtgheD I ul iprl Borgled Roof Cover
71-72
6E
Existing gypsum
Reroof (Tear -Off)
E-2
Now-Insulalted!MLchahictllytttichV ese Sheet, Bonded Roof Cover
72
6F
Existing gypsum
Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
72
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
73-86
7B
Wood or Steel
Recover
C-2
Plaje:Bpnded Roof Cgyor, • Y
87
7C Steel Recover D-1 • Insulated, Medharlical"Attache?Ro f v 88
7D Various Recover F • jlon- sulaied,9onded�oofiovr • • • 88
NEMO ETC, LLC Evaluation Report 01506.12.13-1-R20 for FL16730-R19
Certificate of Authorization #32455 6eh EDITION4Vl7) IBC HVIIZ EyVAyUArTWM • • Revision 20: 12/17/2018
Prepared by: Robert Nieminen, PE-59166 EverGuard TPO Single -Ply Roof Membrrne2jjems,-(800i766-3V1 Appendix 1, Page 1 of 88
••• • • • ••• • •
ONEMOletc.
The following notes apply to the systems outlined herein:
1. 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.
2. Unless otherwise noted, fasteners and stress plates for insulation or base sheet attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements:
➢ Wood Deck: Drill-Tec #12 Fastener or Drill-Tec #14 Fastener with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate, Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) or Drill-Tec AccuTrac Flat Plate or
Drill-Tec AccuTrac Recessed Plate (insulation only), Drill-Tec ASAP 35 or Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3" Metal Plate. Min. 0.75-inch plywood penetration
or minimum 1-inch wood plank embedment.
➢ Steel Deck: Drill-Tec #12 Fastener, Drill-Tec #14 Fastener or Drill-Tec XHD Fastener with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate, Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) or Drill-Tec
AccuTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate (insulation only). Minimum 0.75-inch steel penetration, engage the top flute of the steel deck.
➢ Structural concrete: Drill-Tec #14 Fastener or Drill-Tec CD-10 with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate, Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) or Drill-Tec AccuTrac Flat Plate or Drill-Tec
AccuTrac Recessed Plate (insulation only) or Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3" Metal Plate. Minimum 1.25-inch embedment. Fasteners installed with a pilot
hole in accordance with the fastener manufacturer's published installation instructions.
Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral wool roof board that meets the CIA requirements
of F.A.C. Rule 61G20-3 and is documented as meeting FBC (HVHZ) 1516 and, for foam plastic, FBC Chapter 26, when installed with the roof cover.
Refer to GAF published installation instructions for details and requirements regarding the use of FBC HVHZ approved polystyrene insulation in EverGuard• roofing systems:
INSULATION: HIGH TRAFFIC APPLICATIONS: RECOVER APPLICATIONS:
➢ FBC HVHZ approved Expanded polystyrene (EPS) meeting or ➢ FBC HVHZ approved Extruded polystyrene (XPS) meeting or ➢ FBC HVHZ approved XPS Fan -Fold Recover Board with plastic
exceeding Testing Application Standard TAS 110 and ASTM C578, exceeding Testing Application Standard TAS 110 and ASTM C578, facer meeting or exceeding Testing Application Standard TAS 110
Type IX, nominal 1.8 Ib/ft2 density and minimum 25 psi Type IV, minimum 1-inch thick and minimum 25 psi compressive and ASTM C578, Type IV, 3/8-inch thick and minimum 25 psi
compressive strength.
FBC HVHZ approved Expanded polystyrene (EPS) with plastic
facer meeting or exceeding Testing Application Standard TAS 110
and ASTM C578, Type IX, nominal 1.8lb/ft2 density and minimum
25 psi compressive strength.
strength.
FBC HVHZ approved Expanded polystyrene (EPS) with plastic
facer meeting or exceeding Testing Application Standard TAS 110
and ASTM C578, Type IX, minimum 1-inch thick and minimum 25
psi compressive strength.
compressive strength.
➢ FBC HVHZ approved EPS Recover Board meeting or exceeding
Testing Application Standard TAS 110 and ASTM C578, Type IX,
1/2-inch thick and minimum 25 psi compressive strength.
➢ FBC HVHZ approved EPS Recover Board with plastic facer
meeting or exceeding Testing Application Standard TAS 110 and
ASTM C578, Type IX, 1/2-inch thick and minimum 25 psi
compressive strength.
FireOut- Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection or VersaShield• SOIOT" Fire -Resistant Slip Sheet, installed in accordance with GAF published installation instructions and fire resistance
certification listings, may be used as a non -load -bearing, fire -barrier / slip -sheet component within any system outlined herein.
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.
5. Preliminary insulation attachment for System Type C-2 and D = Minimum four fasteners 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 gvidth is atthN•tir;e of applicaton; jlle ribbons/beads shall expand as noted in the manufacturer's published instructions.
➢ Hot Asphalt (HA): Full mopping, 25-30 Ibs/square. • . • • • • • • • • •
➢ GAF 2-Part Roofing Adhesive (GAF 2-Part): Continuous 2.5 to 3.5-inch ribbons, 12-inch p e • • • • • • • •
➢ LRF Adhesive M (LRF-M): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. • • • • • • • •
➢ OlyBond Adhesive Fastener (Classic): Full coverage, 1 gal/square.
➢ OlyBond 500 (013500): Continuous 0.75 to 1-inch wide ribbons, Wn4,p p. using gace�aN SpotSrot or Canister delivery methods. Note: OlyBond Classic orOlyBond 500 Green may be used
in place of OB500 when used to bond inty(ation Qr coverf� acts. • • • • •
➢ Note: When multiple loyers(s) of insulation and/or coverboard are installed in ribboB-a pliecOadhesive,•board points shs*lft; stag&red.
➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shalrbe not 14? than one•7oly �* specified ribbons spacing.
NEMO ETC, LLC Evaluation Report 01506.12.13-1-R20 for F1.36730-1139
Certificate of Authorization #32455 61h EDITW2017) FBOHMHZ [VALYATIOIN • Revision 20: 12/17/2018
Prepared by: Robert Nieminen, PE-59166 EverGuard TPO Single4Ply Rlof Me;ib&Od.*Systjms; 0100) 7ji-3411 Appendix 1, Page 2 of 88
• • • • • • • • • •
• •• •• • • • •• ••
000 0 0 0 ••• 0 0
ONEMOletc.
Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the
thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table.
➢ Hot Asphalt (HA): MDP = -240.0 psf (Min. 0.5-inch thick)
➢ GAF 2-Part Roofing Adhesive (GAF 2-Part): MDP = -117.5 psf
➢ LRF Adhesive M (LRF-M): MDP = -232.5 psf
➢ OlyBond 500 (OB500): MDP = -315.0 psf
➢ OlyBond 500 (OB500): MDP = -487.5 psf
➢ OlyBond 500 (OB500): MDP = -292.5 psf
8. Bonded polyisocya n u rate insulation boards shall be maximum 4 x 4 ft.
(Min. 1.0-inch thick)
(Min. 0.5-inch thick EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation,
EnergyGuard NH Ultra Polyiso Insulation)
(Min. 0.5-inch thick EnergyGuard RH or RN)
(Min. 0.5-inch thick EnergyGuard RA)
(Min. 0.5-inch thick EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation,
EnergyGuard NH Ultra Polyiso Insulation)
9. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased, as calculated in compliance with Roofing Application Standard RAS 117
and/or RAS 137 by a qualified design professional. *This extrapolation is not permitted for systems marked with an asterisk*.
10. For assemblies marked with an asterisk*, the maximum design pressure (MDP) limitation listed shall be applicable to all roof pressure zones (i.e., field, perimeters and corners). Neither rational analysis, nor extrapolation
is permitted for enhanced attachment at enhanced pressure zones (i.e., perimeters, corners and extended corners).
11. Fastener spacing for mechanical attachment is based on a minimum fastener resistance value in conjunction with the maximum design pressure (MDP) listed for a specific system. Should the fastener resistance be less
than that required, as determined by the Building Official, a revised fastener spacing - prepared, signed and sealed by a qualified design professional - may be submitted. Said revised fastener spacing shall utilize the
withdrawal resistance value taken from Testing Application Standard TAS 105 and calculations in compliance with Roofing Application Standard RAS 117 or RAS 137.
12. 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 System Type D, steel deck applications, the roof membrane shall be run with its length perpendicular to the steel deck flutes.
14. For recover installations, the existing roof shall be examined in accordance with FBC 1521. For Recover Applications using System Type C-2 or or any System Type D, the insulation is optional. Alternatively, a separator
board may be installed prior to roof cover installation when using System Type C-2 or any System Type D or a separator sheet may be installed prior to roof cover installation when using any System Type D. 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.
➢ Separator Board Options for Recover System Type C-2 or System Type D: Min. 0.5-inch EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard RA, EnergyGuard RN, EnergyGuard Ultra
Polyiso Insulation, EnergyGuard NH Ultra Polyiso Insulation, Structodeck High Density Fiberboard Roof Insulation, EnergyGuard RH HD Polyiso Insulation, EnergyGuard HD Polyiso Insulation, EnergyGuard NH HD
Polyiso Insulation, EnergyGuard HD Plus Polyiso Insulation or EnergyGuard NH HD Plus Polyiso Insulation or min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -
Mat Roof Board.
➢ Separator Sheet Options for Recover System Type D: EverGuard Polymat Separation Layer (3 oz/yd') or EverGuard Polymat Cushioning Layer (6 oz/yd').
15. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC NOA
or HVHZ Product Approval for specific deck construction and limitations. For systems where speiifir l." iLncg refgencgd, jhe gtgimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-
inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point:. For "pit-eligtInt• LWC Pefetentes, listings were established through testing over lightweight concrete cast using only
foaming agent (ASTM C896), water and Portland cement (ASTM C150), with no proprietary addRiyes, iR accordancowith pnoedures adopted by Miami -Dade BCCO (FBC CER1592). Unless otherwise noted, use of these
listings in new construction or re -roof (tear -off) applications is at the discretion of the Designertor Recoz dlutgwly Javw ang 44ildiction.
16. For adhesive -applied membrane systems, side laps shall be minimum 3-inch wide sealed with min. 1.5-inch heat weld. Unless otherwise noted, membrane adhesive application rates are as follows:
MEMBRANE
ADHESIVE MEWHOD • • • • • • • • • RATE
EverGuard TPO
EverGuard TPO #1121 Bonding Adhesive • • • • 4 V 1.CWI/Au&e/$u*cC For use over SECUROCK Gypsum -Fiber Roof Board, the application rate
Contact
(both sides) changes tU 1.2 to 1.6Tgal/tq/surface
(#1121)
NEMO ETC, LLC
Certificate of Authorization #32455
Prepared by: Robert Nieminen, PE-59166
6" EDITR$120}7) FBC`HV=IZ eVA1L8ffION •
EverGuard TPO SingleAPly Roof Menbseea*,5ystams; �00) 74-3411
• • • • • • • • • •
• •• •• • • • •• ••
••• 0 0 0 ••• 0 0
Evaluation Report 01506.12.13-1-R20 for FL36730-R39
Revision 20: 12/17/2018
Appendix 1, Page 3 of 88
ONEMO I etc.
GAP ..COMBINATIONS
MEMBRANE
ADHESIVE
METHOD
RATE
To polyisocyanurate or Structodek High Density Fiberboard Roof Insulation, Fiber Base HDl or Fiber Base HD6
EverGuard TPO
EverGuard WB181 Bonding Adhesive (WB181)
Contact (both sides)
at 0.63 gal/square and roof cover underside at 0.21 gal/square. To Dens Deck Prime or SECUROCK Gypsum -
Fiber Roof Board at 0.63 to 0.75 gal/square and roof cover underside at 0.21 to 0.25 gal/square
EverGuard TPO
EverGuard Low VOC TPO Bonding Adhesive (L-
Contact (both sides)
0.46 gal/square/surface
VOCEverGuard
TPO
EverGuard TPO 3 Square Low VOC Bonding
Contact (both sides)
0.84 gal/square/surface
Adhesive (TPO 3-Square)
EverGuard TPO FB Ultra
Hot asphalt
Wet lay (substrate)
25 Ibs/square
EverGuard TPO FB Ultra
EverGuard WB181 Bonding Adhesive (WB181)
Wet lay (substrate)
0.83 to 1.0 gal/square
GAF LRF Adhesive M (LRF-M) or LRF Adhesive
1-inch wide ribbons spaced as noted in tables herein. Note: The adhesive ribbons are located directly over
EverGuard TPO FB Ultra
0 (LRF-O)
Wet lay (substrate)
the adhesive ribbons used to secure the insulation when the cover is bonded to insulation less than 1.5-inch
thick.
EverGuard TPO FB Ultra
GAF 2-Part Roofing Adhesive (GAF 2-Part)
Wet lay (substrate)
"Spatter pattern" at 3.75 Ibs/sq.
EverGuard TPO FB Ultra
OlyBond 500
Wet lay (substrate)
"Spatter pattern" at 0.32 gal/square.
17. Vapor barrier options for over structural concrete deck with adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in Table 3A applies:
VAPOR BARRIER
OPTIONS;
OPTION
PRIMER
VAPOR BARRIER
INSULATION ADHESIVE
MDP (PSF)
TYPE
ATTACH
VB-1.
Matrix 307 Premium Asphalt Primer or ASTM D41 primer
One or two plies, GAFGLAS #75 Base Sheet, Tri-Ply #75 Base
Sheet, GAFGLAS Ply 4, Tri-Ply Ply 4 or GAFGLAS FlexPly 6
Hot asphalt applied
Hot asphalt
-360.0
VB-2.
Matrix 307 Premium Asphalt Primer or ASTM D41 primer
Ruberoid Torch Granule
Torch -applied
GAF 2-Part, 12-inch o.c.
-169.0
VB-3.
Matrix 307 Premium Asphalt Primer or ASTM D41 primer
Ruberoid HW 25 Smooth or Ruberoid HW Smooth
Torch -applied
GAF 2-Part, 12-inch o.c.
-180.0
VB-4.
GAF SA Primer
GAF SA Vapor Retarder
Self -adhering
GAF 2-Part, 12-inch o.c.
-202.5
VB-5.
Matrix 307 Premium Asphalt Primer or ASTM D41 primer
Liberty SBS Self -Adhering Cap Sheet
Self -adhering
GAF 2-Part, 12-inch o.c.
-250.0
VB-6.
Matrix 307 Premium Asphalt Primer or ASTM D41 primer
One or two plies, GAFGLAS #75 Base Sheet, Tri-Ply #75 Base
Sheet, GAFGLAS Ply 4, Tri-Ply Ply 4 or GAFGLAS FlexPly 6
Hot asphalt applied
GAF 2-Part, 12-inch o.c.
-262.5
VB-7.
Matrix 307 Premium Asphalt Primer or ASTM D41 primer
Ruberoid 30
Hot asphalt applied
GAF 2-Part, 12-inch o.c.
-270.0
VB-8.
Matrix 307 Premium Asphalt Primer or ASTM D41 primer
Ruberoid HW 25 Smooth or Ruberoid HW Smooth
Torch -applied
LRF-M, 12-inch o.c.
-180.0
VB-9.
GAF SA Primer
GAF SA Vapor Retarder
Self -adhering
LRF-M, 12-inch o.c.
-202.5
VB-10.
Matrix 307 Premium Asphalt Primer or ASTM D41 primer
One or two plies, GAFGLAS #75 Base Sheet, Tri-Ply #75 Base
Sheet, GAFGLAS Ply 4, Tri-Ply Ply 4 or GAFGLAS FlexPly 6
Hot asphalt applied
LRF-M, 12-inch o.c.
-495.0
VB-11.
Matrix 307 Premium Asphalt Primer or ASTM D41 primer
Ruberoid Torch Smooth
Torch -applied
OlyBond 500, 12-inch o.c.
-165.0
VB-12.
Matrix 307 Premium Asphalt Primer or ASTM D41 primer
Ruberoid HW 25 Srhodl:IT • • • • • • • •
Torch -applied
OlyBond 500, 12-inch o.c.
-180.0
VB-13.
Matrix 307 Premium Asphalt Primer or ASTM D41 primer
• • • • • • • • •
Ruberoid 20 Smooth • • • • • • • • • •
• • • • • • • • •
Matrix 102 SBS Membrane
Adhesive at 1.5 gal/square
OlyBond 500, 12-inch o.c.
-202.5
VB-14.
GAF SA Primer
GAF SA Vapor Retarder • • • • •
Self -adhering
OlyBond 500, 12-inch o.c.
-202.5
VB-15.
Matrix 307 Premium Asphalt Primer or ASTM D41 primer
Ruberoid HW Smooth
Torch -applied
OlyBond 500, 12-inch o.c.
-232.5
VB-16.
Matrix 307 Premium Asphalt Primer or ASTM D41 primer
One or two p{ia6, COLAS #7y8ase pet, TrLPIy #750 ase
Sheet, GAF S Ply , Tri-PIV•PI^ orSAFGLA9 FlexPy 69
Hot asphalt applied
OlyBond 500, 12-inch o.c.
352.5
18. Side laps for EverGuard Freedom TPO with RapidSeam Technology are self -adhering. Sidi Wos fo MerGutrd freedom TPO H%ar• heat welded. Unless otherwise noted, reference to EverGuard Freedom TPO in this
Appendix relates to either method. • •
NEMO ETC, LLC
Certificate of Authorization #32455
Prepared by: Robert Nieminen, PE-59166
6" EDITIt7'N•(20i7) FBOHVIIZ IiVALW4TIQN •
EverGuard TPO Single3lly Rpof Mepib6@CSystjms; (P00) 70-3411
• • • • • • • • • •
• •• •• • • • •• ••
••• 0 0 0 000 0 0
Evaluation Report 01506.12.13-1-R20 for FL16730-1119
Revision 20: 12/17/2018
Appendix 1, Page 4 of 88
ONEMO I etc.
19. The "Triposite Roofing System' noted herein consists of loose -laid GAFGLAS Stratavent Perforated Venting Base Sheet, followed by asphalt -applied two (2) plies of Ruberoid 20 Smooth or three (3) plies of GAFGLAS
FlexPly 6, followed by asphalt -applied 80-mil EverGuard TPO FB Ultra with 1-5/8" heat welded side laps.
20. Unless otherwise noted, the "Hybrid Roofing System' noted herein consists of asphalt -applied Ruberoid 20 Smooth, Ruberoid Mop Smooth, Ruberoid Mop Smooth 1.5, GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet
or GAFGLAS #80 Ultima Base Sheet followed by asphalt -applied EverGuard TPO FB Ultra.
21. EverGuard Extreme TPO may be used as an alternate to EverGuard TPO. EverGuard Extreme TPO FB Ultra may be used as an alternate to EverGuard TPO FB Ultra.
22, The following insulations are interchangeable within the scope of this Evaluation Report:
➢ EnergyGuard Polyiso Insulation b EnergyGuard NH Polyiso Insulation;
➢ EnergyGuard Ultra Polyiso Insulation b EnergyGuard NH Ultra Polyiso Insulation;
➢ EnergyGuard HD Polyiso Insulation b EnergyGuard NH HD Polyiso Insulation;
➢ EnergyGuard HD Plus Polyiso Insulation EnergyGuard NH HD Plus Polyiso Insulation
23. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC (HVHZ) 1620 and RAS 128 for determination of design wind loads.
TABLE 1A: WOOD
DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE A-2: MECHANICALLY
ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER
System
Deck
Anchor Sheet
Base Insulation Top Insulation Roof Cover (Note 16)
MDP
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Cap
No.
(Note1)
(Psf)
Min. 15/32-
GAFGLAS #75 Base Sheet,
32 ga., 1-5/8-
Min. 1-inch EnergyGuard
High Density Fiberboard Min. 0.5-inch Structodek
EverGuard TPO FB
inch plywood
7ri•Ply #75 Base Sheet,
inch dia. tin
8-inch o.c. at min. 4-
Polyiso Insulation,
Roof Insulation or
One or two plies Ruberoid 20
Ultra in hot
or wood
GAFGLAS #80 Ultima Base
caps with 12
inch laps and 8-inch
EnergyGuard Ultra Polyiso
EnergyGuard Perlite
Smooth, Ruberoid Mop Smooth,
asphalt or GAF 2-
W-1.
plank; 24"
Sheet, GAFGLAS
ga. annular
ocin twoequally
o.c. ,
Insulation or EnergyGuard
HA
Recover Board or Min.
HA
Ruberoid Mop Smooth 1.5 or
Part (spatter) or
45.0
spans; 8d
Stratavent Nailable
ring shank
spaced, staggered
RH Polyiso or min. 1.5-
0.75-inch EnergyGuard
Ruberoid Mop Plus Smooth in
OlyBond 500
ring shank
Venting Base Sheet,
nails
center rows
inch EnergyGuard RA or
Perlite Roof Insulation
hot asphalt
(spatter)
nails 6" o.c.
Ruberoid 20 Smooth
EnergyGuard RN
(homogeneous)
Min. 15/32-
GAFGLAS #75 Base Sheet,
32 ga., 1-5/8-
Min. 1-inch EnergyGuard
One or two plies Ruberoid 20
EverGuard TPO FB
inch plywood
Tri-Ply #75 Base Sheet,
inch dia. tin
8-inch o.c. at min. 4-
Polyiso Insulation,
Min. 0.25-inch Dens
SmoothRuberoid Mop Smooth
, ,
Ultra in hot
or wood
GAFGLAS #80 Ultima Base
caps with 12
inch laps and 8-inch
EnergyGuard Ultra Polyiso
Deck Prime or
Ruberoid Mop Smooth 1.5 or
asphalt or GAF 2-
W-2.
plank; 24"
Sheet, GAFGLAS
ga. annular
o.c. in two, equally
Insulation or EnergyGuard
HA
SECUROCK Gypsum-
HA
Ruberoid Mop Plus Smooth in
Part (spatter) or
_45.0
spans; 8d
Stratavent Nailable
ring shank
spaced, staggered
RH Polyiso or min. 1.5-
Fiber Roof Board
hot asphalt or Ruberoid HW 25
OlyBond 500
ring shank
Venting Base Sheet,
nails
center rows
inch EnergyGuard RA or
Smooth or Ruberoid HW
(spatter)
nails 6" o.c.
Ruberoid 20 Smooth
EnergyGuard RN
Smooth, torch -applied
Min. 19/32-
Min. 1-inch EnergyGuard
Min. 0.5-inch Structodek
inch plywood
GAFGLAS #80 Ultima Base
32 ga., 1-5/8-
9-inch o.c. at min. 4-
Polyiso Insulation,
High Density Fiberboard
One or two plies Ruberoid 20
EverGuard TPO FB
or wood
Sheet, GAFGLAS
inch dia. tin
inch laps and 9-inch
EnergyG��rd �Itra Po�iso
Roof Insulation or
Smooth, Ruberoid Mop Smooth,
Ultra in hot
W-3.
plank; 24"
Stratavent Nailable
caps with 12
o.c. in two, equally
• •
Insulation or EnergyGliarrc
JIX • •
•Ener6yruard Perlite
HA
Ruberoid Mop Smooth 1.5 or
asphalt or GAF 2-
-45.0
spans; 8d
Venting Base Sheet,
ga. annular
spaced, staggered
RH Po(I/o or m�!1.5- • •
• •
•
• • •
•
•Retbver Board or Min.
EnergyGuard
Ruberoid Mop Plus Smooth in
p
Part (spatter) or
OlyBond 500
ring shank
Ruberoid 20 Smooth
ring shank
nails
center rows
•
inch EnerayGuardR4 or •
• • •
• • •
•O.��jnch
• Perlite�toof Insulation
hot asphalt
(spatter)
nails 6" o.c.
EnerglAard RIQ • • •
• •
•(homogeneous)
•• ••• • ••• • •
•• • • • • ••• • •
• • • • • • • • • • •
• • •• • • •• • • •
NEMO ETC, LLC Evaluation Report 01506.12.13-1-R20 for FL36730-R19
Certificate of Authorization #32455 61h EDITf*120:7) FB(:H jZ gvAtjmngN • Revision 20: 12/17/2018
Prepared by: Robert Nieminen, PE-59166 EverGuard TPO Single2lly Roof Mew baa (PSyst•ms; 40 ) 76-3411 Appendix 1, Page 5 of 88
• •• •• • • • •• ••
••• 0 0 0 000 0 0
ONEMOletc.
System Deck Insulation Layer(s) (Note 14)
Base or Anchor Sheet
Roof Cover MDP (psf)
Base
Fasteners
Attach
No. (Note 1) Type Attach
Min. 19/32-inch plywood; 24" spans;
One or more layers,
GAF StormSafe Anchor
Drill-Tec #14 Fastener with Drill-
18-inch o.c. at min. 4-inch lap
EverGuard Freedom
W-53. 8d ring shank nails, 6" o.c. at edges any combination
Loose -laid
Sheet (Max. 48-inch
Tec 3" Steel Plate or Drill-Tec 3
and 18-inch o.c. at two, equally TPO / self adhered -45.0 *
and 6" o.c. at intermediate supports
wide)
in. Ribbed Galvalume Plate (Flat)
spaced, staggered center rows
Min. 19/32-inch plywood; 24" spans; One more layers,
GAF StormSafe Anchor
Drill-Tec #14 Fastener with Drill-
8-inch o.c. at min. 4-inch lap and EverGuard Freedom
W-54. 8d ring shank nails, 6" o.c. at edges combination
any co
Loose -laid
Sheet (Max. 48-inch
Tec 3 in. Ribbed Galvalume Plate
8-inch o.c. at two, equally TPO /self adhered -60.0*
and 6" o.c. at intermediate supports
wide)
(Flat)
spaced, staggered center rows
System Deck Roof Cover MDP
No. (Note 1) Membrane Fasteners Attachment (psf)
Min. 19/32-inch plywood or wood plank; 6-inch o.c. within 5.5-inch wide laps spaced 114.5-inch o.c. and
W-55. ____. o, ______ __„_ _ _ EverGuard TPO Drill-Tec #14 Fastener with Drill-Tec 2 in. Double Barbed XHD Plates 1 -.._,..,, 1— , — ,_,,, , -45.0
W-56.
Min. 19/32-inch plywood or wood plank;
24" spans; 8d common nails 6" o.c.
EverGuard TPO
�DrillTec Fastener with Drill-Tec 2 in. Double Barbed XHD Plates
6-inch o.c. within 5-inch wide laps spaced 55-inch o.c. and sealed
with a 1.75-inch heat weld.
52.5
iz-incn o.c. wanin o-mcn wine laps spaces vo-mcn o.c. lover
W-57. (existing) plywood or wood plank; 24" EverGuard TPO fastened through deck to engage wood joists, minimum 1-inch wood joists) and sealed with a 1.5-inch heat weld. -60.0
spans; 8d ring shank nails 6" o.c. emedement
Min. 19/32-inch (new) or min. 15/32-inch Drill-Tec #14 Fastener with Drill-Tec 2-3/4 in. Barbed SXHD Plates 12-inch o.c. within 6-inch wide laps spaced 48-inch o.c. (over
W-58. (existing) plywood or wood plank; 24" EverGuard TPO fastened through deck to engage wood joists, minimum 1-inch wood joists) and sealed with a 1.5-inch heat weld. -75.0
spans: 8d rine shank nails 6" o.c. emedement
• •• • • • • ••• •
•• ••• •• • • • ••
•• ••• • ••• • •
• • • • • • • • • • •
• • •• • • •• • • •
NEMO ETC, LLC Evaluation Report 01506.12.13-1-R20 for FL36730-R39
Certificate of Authorization #32455 611 EDITf"247) FB JHVSiZ rVAL19ATIONd • Revision 20: 12/17/2018
Prepared by: Robert Nieminen, PE-59166 EverGuard TPO Single4ly Rrof Memb•aaa,Syst•ms; 4100) 70-3411 Appendix 1, Page 13 of 88
• • • • • • • • • •
• • • • • • • • • • • •
a•• 0 • 0 ••• • 0
ROCIFING SYSTEMS I UL Product iQ
https://iq.ulprospector.com/en/profile?e=148955
5. Deck: C-15/32 Incline: 1/2
Primer: —"TOPCOAT® FireOut" Fire Barrier Coating" or "FireOut' Fire Barrier Coating", applied at a rate of 1-gal./100-ft.2.
Base Sheet (Optional): — One ply Type G2 "GAFGLAS® *75 Base Sheet" or "Tri-Ply® #75 Base Sheet' or "GAFGLAS® #80 Ultima'
Base Sheet' or "GAFGLAS® Stratavent® Nailable Venting Base Sheet', mechanically fastened.
Slip Sheet (Optional): — One ply "VersaShield® SoloTM' Fire Resistant Slipsheet, mechanically fastened.
Membrane: — "EverGuard® TPO" 45-mil to 80-mil or "EverGuard Extreme® TPO" 50-mil to 80-mil, mechanically fastened.
6. Deck: NC Incline: 1/2
Barrier Board (Optional): — Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime
Roofboard" or "DensDeck® DuraGuard— Roofboard" or minimum 1/2-in. thick gypsum wallboard or United States Gypsum Co.
"SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX), mechanically fastened.
Slip Sheet (Optional): — One ply "VersaShield ® Fire -Resistant Roof Deck Protection", mechanically fastened.
Base Sheet (Optional): — One ply Type 15 or Type 30 or Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6"
or "Tri-Ply® Ultra -Flexible Ply 6" or Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultimal
Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet' or "GAFGLAS® Stratavent® Perforated Venting Base Sheet",
mechanically fastened or fully adhered with hot roofing asphalt.
Membrane: — "EverGuard® TPO" 45-mil to 80-mil or "EverGuard Extreme® TPO" 50-mil to 80-mil or "EverGuard® TPO FB Ultra"
45-mil to 80-mil or "EverGuard Extreme® TPO FB Ultra" 50-mil to 80-mil, mechanically fastened.
Surfacing: — United Solar Ovonics Field -Assembled Photovoltaic (Solar) Module Systems "PVL-29, -31, -58, -60, -62, -64, -68, -87,
-93, -116, -120, -124, -128, -136", self -adhered.
7. Deck: C-15/32 Incline: 1/2 0000
,Slip Sheet: — Two plies "VersaShield ® Fire -Resistant Roof Deck Protection" or one ply "VersaShield ® Sdol Fj a Resistart• • 0 • • • •
Slipsheet",mechanically fastened. •• • .... •
Membrane: — "EverGuard ® TPO FB Ultra" 45-mil to 80-mil or "EverGuard Extreme® TPO FB Ultra" 50-nNlobo•80.mil, me"pically •• • • ••
fastened. • • • • • • • • •
8. Deck: C-15/32 Incline: 1/2 • • • • •
Slip Sheet: — Two plies "VersaShield® Fire -Resistant Roof Deck Protection" or one ply "VersaShield(g) Sol llirie ResistpAf. .', • • • • • •
•• •• •••••
Slipsheet", mechanically fastened.
•• • • • • +• •.
Insulation: — "EnergyGuardl" or "EnergyGuardTM' NH" or "EnergyGuardTM' RF" or "EnergyGuard- Ultra,"br " RnqgyGuarcl " NH '.
Ultra" or "EnergyGuard— RA" or "EnergyGuard— RN" or "EnergyGuard— RW or "EnergyGuarcl " RM", any thickness or a;p FIE: • •' ••"
Classified wood fiber, mechanically fastened. '..' ; •� �•+••�
Cover Board (Optional): — 1/2-in. thick "EnergyGuard' HD" or 1/2-in. thick "EnergyGuardTM HD Plus" or "EnergyGuard ,%Fj PID"
or "EnergyGuarcl ' NH HD Plus", mechanically fastened.
Membrane: — "EverGuard® TPO" 45-mil to 80-mil or "EverGuard Extreme® TPO" 50-mil to 80-mil, mechanically fastened.
9. Deck: C-15/32 Incline: 3/4
Slip Sheet: — Two plies "VersaShield ® SoloTM' Fire Resistant Slipsheet', mechanically fastened.
Insulation: — "EnergyGuardTM"' or "EnergyGuarcl " NW or "EnergyGuard' Ultra" or "EnergyGuarcl " NH Ultra" or "EnergyGuarcl '
RA" or "EnergyGuard— RN" or "EnergyGuarcl " RW or "EnergyGuarcl ' RF" or "EnergyGuard' RM", any thickness or any UL classified
wood fiber board, mechanically fastened.
Cover Board (Optional): — 1/2-in. thick "EnergyGuard' HD" or 1/2-in. thick "EnergyGuard' HD Plus" or "EnergyGuardTM NH HD"
or EnergyGuard— NH HD Plus", mechanically fastened.
Membrane: — "EverGuard® TPO" 45-mil to 80-mil or "EverGuard Extreme® TPO" 50-mil to 80-mil, mechanically fastened.
10. Deck: C-15/32 Incline: 1/2
Slip Sheet: — Two plies "VersaShield® Fire -Resistant Roof Deck Protection" or one ply "VersaShield® Solo'' Fire Resistant
Slipsheet", mechanically fastened.
Insulation: — "EnergyGuardTM"' or "EnergyGuard' NH" or "EnergyGuardTM RF" or "EnergyGuard' Ultra" or "EnergyGuard' NH
Ultra" or "EnergyGuard— RA" or "EnergyGuard- RN" or "EnergyGuard' RW or "EnergyGuard' RM", any thickness or any UL
classified wood fiber board, mechanically fastened.
Cover Board (Optional): — 1/2-in. thick "EnergyGuarcl " HD" or 1/2-in. thick "EnergyGuardTM HD Plus" or "EnergyGuardTM' NH HD"
or "EnergyGuard— NH HD Plus", mechanically fastened.
Membrane: — "EverGuard ® TPO" 45-mil to 80-mil or "EverGuard Extreme® TPO" 50-mil to 80-mil, mechanically fastened.
11. Deleted.
12. Deleted.
13. Deleted.
54 of 62 4/17/2019, 10:01 PM