HomeMy WebLinkAboutSUBMITTED PAPERSDATE:
FEES D1C
RECEIPT #:
Permit #:
Planning & Development Services Department
0 Building & Code Regulation Division 4spea
2300 Virginia Avenue
Ft. Pierce, FL 34982-5652 N�®
Tel. 772-462-1553.
APPLICATION FOR ROOF PERMIT �uC�e Coun
SEE REVER8 IDE FOR INSTRU�CTpNS
1. Location/Site Address: 22S �/ E• J/.Psrr�A I//S?A �r/�
2. Parcel ID Number: T 19/0 -O O 540 - OOO&
Only
G_ �
���l�if1�L?1
Il•1���
`,�
`xf m
3. Description of Project or Work Activity:
:4. Total Roof Area (square feet): 2�
stl'4
- - - /s/!2. UV 64FsA c%uoat�riT
5. Roof Pitch: '
6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle
[ ] Tar & Gravel [ ] Modified Bitumen PQ Other .5v ETi
Product Approval required for all types of Roofing Material (2 Sets)
( ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product
Approval attached
**Roof Mitigation per F.S. 553.844 willbe required. s.C•C-
7. Owner Information 8. Contractor Information - Cy�QL�.S yr�eQS
Name% ZO/W.' �� //���
Address: �iF f�irrl�VLSMIMID
' "City: tOkY < <<•� � State: ;—A
Zip: Phone: 772- V19 -T3"
t, 19. Value of Construction: $ 4,,OLOt
.. s
N'
FL Reg/Cert #: CCr _/ 3,26 / 7 7
County Cert #: 22020
Business Name: AZZ -44-Ag aFlmg '�-
tvyTE.P�,�riOF/� NC
Cell Phone:
oFF/GE - yG �� 6 (fQO
'6*-' **Note Dry -in an'd Final Inspection Required. Additional inspection may be required per Product Approval.
CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all
done in complh
PRIN,TQUALIFIERS/OWNERS NAME SIGNA
n
STATE OF FLORIDA COUNTY OF
in this application is correct and that all work will be
regulating construction and zoning.
ACKNOWLED ME THIS DAY OF 20 1�YL��iE� C�i C�1
ff WHO S PERSO LY KNOWN TO OR HAS P ODUCED +`' AS IDENTIFICATION
" SIGNAT OF NOTARY TYPE OR P NAME OF NOTARY (seal)
Fr COMMISSION NUMBER
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMEN Ar ICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINA NQ l R
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.EXPIRES:Apo1L12; 2015� `
Revised 4/26/2010
_ ,.... INSTRUCTIONS
Please cor'ri - ete all information in the space provided. All information must be printed (use black or blue ink
only) or typed. This roof permit application is to be used only for those activities that are not otherwise included
under a prima y building permit.. This application may not be used for any activity that includes structural
altervon. Building activities involving structural alteration, in addition to the roof work, must be permitted
through the regular building permit review process. The information to be provided with this application
includes:
1. Location/Site Address
;fir
2. Parcel ID Number y
3. Description of Project or Work Activity
4. Total Roof Area
5. Type of Roof
•- 6. Owner Information
7.. Contractor Information
Indicate the street address or general location of the
property where the building activity is taking place.
"--,hidicate''the tax identification number of the roe where
_ property rh'
.the building activity is taking place.
Completely describe the building activity to take place.
Please indicate if tear -off or shingle over shingle etc.
Indicate total roof area to be affected by this permit. Also
indicate the pitch of the roof, expressed as a standard ratio
of run rise.
Indicate the type of roof being repaired or resurfaced.
Indicate the name and address of the owner of the property
on which building.activity is taking,place.
Indicate the -State of Florida.registration number (if
applicable), St. Lucie County contractor license number and
the name of the business doing the work.
8. Value of Construction Indicate the total -value of the work to take place. Total cost
of construction includes all'material and labor costs
associated with the building/construction activity.
Construction value is used to determine the permit fee. St.
Lucie County reserves the right to question and/or modify
the indicated value of construction if it is demonstrated that
the,submitted figures are not consistent with similar types
of construction.
Y.
This application can be submitted to St. -Lucie County Buildi ig,and Zoning, 2300 Virginia Avenue, Fort Pierce,
FL 34982. All permit applications must be filled out completely before submission. No applications will be
accepted for processing after 4:30 P.M. For assistance in completing this application, please call (772)
462-1553, during regular office hours (8:0.0'AM 5 ;00 PM), Monday"through Friday, -
Upon issuance of this permit, required inspections can be scheduled by calling (772) 462-1261.
St. Lucie County Roof'Pe_rrnit Ai j4iication rev. 3/1/2009,= ;
Property Appraiser - St.Lucie ^�Mty, FL r— Page 1 of 1
PROPERTY RECORD CARD
Joseph M Cicio Record: 1 of 1 <<Prev Next » Spec.Assmnt Taxes Exemptions Permits Horne Print
Property Identification
Site Address:
225 NE PRIMA VISTA BV
ParcellD:
3419-540-0040-000-6
Sec/Town/Range:
28 :36S :40E
Account #:
42717 _
Map ID:
34/28N
Land Use:
SF Res
Zoning:
RS-4
City/Cnty:
St Lucie County
Ownership and Mailing
Legal Description
Owner:
Joseph M Cicio Kathleen A Cicio RIVER PARK -UNIT 5 BLK 44 LOT 2 (MAP 34/28N) (OR 1275-2054)
Address:
225 NE Prima Vista Blvd
Port St Lucie FL 34983-8430
Sales Information
Assessment 2011 Final Total Land and Building
Date Price Code Deed
Book/Page 2011 Final:
41800 Land Value: 8700 Acres: 0.23
1/21/2000
29000 01 QC
1275 / 2054 Assessed:
41800 Building Value: 33100
Ag.Credit:
0 Finished Area: 1182 SgFt
Exempt:
25000
Taxable:
16800
Taxes:
341.79
BUILDING INFORMATION
Exterior Features
View:
RoofCover:
SA - Asph Shingle
RoofStruct:
GA - Gable
ExtType:
HD+ - HD+
YearBlt:
1960
Frame:
-
Grade:
D+ - D+
EffYrBlt:
1977
PrimeWall:
BS - CB Stucco
StoryHght:
0010 -1 Story
No.Units:
1
SecWall:
-
Interior Features
BedRooms:
2
Electric:
MX - MAXIMUM
PrmintWall:
PF - PF
FullBath:
1
HeatType:
FHA - FrcdHotAir
AvgHt/FI:
1/213ath:
0
HeatFuel:
ELEC - Electric
Prm.Flors:
CU - Carpet
%A/C:
0
%Heated:
100
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type
Y/S Qty.
Units Qual. Cond.
YrBlt. No. Land Use
Type
Measure Depth
FNW6 - WOOD FEN 6'
Y 1
200 AV AV
2002 1 0100-SF Res
207 -Front Ft
95 105
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.paslc.org/paslc/prc.asp?prclid=341954000400006 5/2/2012
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY
FILE # 3700152 OR BOOK Y 75 PAGE 2351, Recorded 05/03/2012 at 0'7- AM
NOTICE OF COMMENCEMENT
Permit No. Tax Folio No.
State of Florida CoumyofSttude .=-•o•03V1?--T b-cow-00J-6
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes,
the following Information is provided in this Notice of Commencement.
1% oe;atppon of Property: and street dress if b ):
— kj - �A ZI&OKJwgQS -Al - AYLS'rA�cQ
General description oft Imprrovenmfoenntmuog.=i thet✓ e Titl� Oe 41�� -' �
AW If
reformation or yf ELif/ /f1•iff fSd7 E/Sl rthe
Name t'l. ��-
Address _--'� E .�A snw 1D 9P3
Interest in prop�Y oWNE�P
Name and address of fee simple titleholder (if different from Owner listed above):
Contractors Name: i
ContractorAddress: / Phon Number g/Gi/—GflYJ
Surety (if applicable, acopy ofthe paym bond is attached): Amount of bond.$
Name and address. Phone number.
tender Name IVIA Phone Number•
lendefsaddress:
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section
713 iHa)I., FloridaS
Name: /✓/H Phone Number.
Address:
In addition to Himself or herself, Owner designates of to receive a copy of the
lienors Notice as provided in Section 713.13(1)(b), FI Statutes
Phone number of person or entity designated by owner
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TW10E FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Und
e
rperjury, I deda that I ve read the foregoing notice of oommencement and that the facts stated therein are true to the best of
mref
of,orOwner'sorlesseersAuthorizedOHucer/Director/Partner/Mannager
(sgnatarfpRfle/Offike) j I
The foregoing instrument was admowledged before me this I _ day of� , 2D �[
B I?J,(t eiZ-, �E UI VIJO- as for
Name o1f'Person a Type of authority (e g.officer tnrstee) Party on behalf of whom Instrument was exeurtied
At Iµ/ Personally know �or pr6duced Identification_
(Side)(Side)vre of Notary Public -State of Florida) �}}}.SIEVE
(Print Type, "Stamp Commissioned Name of N f br" W of Identification produced
tx"EXPlift augwi;brb
STATE OF FLORIDA
ST. LIJCIE COUNTY
THIS IS TO CERTIFY THATTHIS ISA
TRUE A40 CORRECT COPY OF TM
ORIBINAl
� Q rPH E SAtI}Ne
K
By: d.c
Date
05/04/2012 14:52 3216901777 J M METALS PAGE 01
JMMETALS-
'0
F
Jennifer Obert '' CoP
All Area Roofing
3921 S. US Hwy 1
Fort Pierce, FI.349S2
Job Ref: Residence of Joseph M. cicio
Jennifer,
Please be advised that the JM Metals 5v crimp roof panel can be installed on a
1-1/2 :12 pitch, with the following conditions:
1: A peal and stick membrane be utilized that is metal compatible.
2: Seal the corner and perimeter side lap's with Bostik Chem Caulk 915.
This application is acceptable by JM Metals, provided that the local municipality
accepts this as well.
if you have any questions do not hesitate to contact me at 321-639-1537
Respectfully,
Joseph Mila - President
JM Metals
jm met.h
285 Buncs Blvd„ Roeldcdge, Florida 32955
Phone (321) G39-1537 - Fax (321) 00-1777 0 info@irturicTals,con, - trisitM w.immaals.com
•
Aeft
PY
t
TABLE R301.2(2)
' COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN
ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf)aAc,a,e
P
Pk -
BUILDING PLANNING
EFFECTIVE
Ultimate Design Wind S eed V m h
WIND
AREA
----
--
--
ZONE
(teem)
_ 110
115_ _
-
120
_ 130_
140
150 1
"17.644.9
180
200
I
10
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9.7
-23.8
10.5
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12.4
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14.3
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16.5
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29.3
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15.4
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22.2
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27.4
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7.6
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20.3
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2
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100
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222
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3
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-33.0
34.4
-37.9
39.2
-43.1
49.6
-54.5
61.2
-67.3
_
4
_
500
-18.1
17.7
19.3
-21.5_
22.7
-25.2
26.3
-29.3
30.2
-33.6
34.3
-38.2
43.5
-48.4
53.7
-59.8
z
5
10 --_-
_16.2
21.8
-29.1
23.8
_-19.8
31.9
25.9
-34.7
30.4
40.7_
35.3
-47 2
40.5
-54.2
46.1
-6t.7
58.3
-78.0
72.0
-96.3
5
_
20
20.8
-27.2
22.7
-29.7
24.7
-3 .4
29.0
38.0
13.7
-44.0
38.7
-50.5
44.0
-57.5
55.7
-72.8
68.7
-89.9
5_
50
_
19.5
-24.6
21.3
1 -26.9
23.2
-29.3
27.2
34.3
31.G
-39.8
36.2
-45.7
41.2
-52.0
52.2
-65.8
64.4
-81.3
_
5
_
too
19.5
1 -22.6
20.2
22.0
.26.9
25.9
31.6
30.0
-36.7
34.4
-42.1
39.2
-47.9
49.6
-60.6
61.2
-74.8
5-
_-500 J
6,21
1 17.7
_24.7
-19.8
19.3
-21.5
22.7_
-25.2
26.3
-29.3
30.2
-33.6
34.3
-38.2
43.5
48.4
53.7
-59.8
For Sl: 1 foot = 304.8 min, I square foot = 0.0929 nf, I mile per hour = 0.447 m/s, I pound per square foot = 0.0479 M.
Notes:
a. The effective wind area shall be equal to the span length multiplied by an effective width. This width shall be permitted to be not be less than one-third the span
length. For cladding fasteners, the effective wind area shall not be greater than the area that is tributary to an individual fastener.
b. For effective areas between those given above, the load may be interpolated: otherwise, use the load associated with the lower effective area.
c. Table values shall be adjusted for height and exposure by multiplying by the adjustment coefficient in Table R301.2(3).
d. See Figure R301.2(7) for location of zones. ff �!✓
c. Plus and minus signs signify pressures acting toward and away from the building surfaces.
f. Positive design wind pressures shall not be less than +16 psf and negative design wind pressures shall not be less than -16 psf. X ii • Cy
= Alq2010 FLORIDA BUILDING CODE - RESIDENTIAL
V
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€Fvli sJ'tifliii
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BUSines ,
r".Product Approval
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Regulation
.
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL12966-R2
Application Type
Revision
THESE PLANS AND ALL PROPOSED
Code Version
Application Status
2010
Approved
WORK
ARE SUBJECT TO ANY CORRECTIONS
Comments
REQUIRED BY FIELD INSPECTORS THAT
Archived
❑
MAYFIE ORj,D�jE{RR TO
�N�EfIC}E�SSARYyIIN�
a P,ik?:;?3 nn
Product Manufacturer
JM Metals (Innovative Distribution 1-
1-0-Address/Phone/Email
1505 Cox Road
Cocoa, FL 32926
(321) 639-1537
tony@jmmetals.com
Authorized Signature James L. Buckner P.E.@CBUCK Engineering
jimmy@cbuckinc.net
Technical Representative ST. LUCIE COUNTY
Address/Phone/Email BUILDING DIVISION
REVIEWJED
Quality Assurance Representative FOR OOE�4f= 9, 10E
Address/Phone/Email REVIEWED BY
DATE 2
PLANS AND PE MI
Category Roofing MUST BE KEPT ON JOB OR
Subcategory Metal Roofing NO INSPECTION WILL BE MADE
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
F11 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who
James L. Bucker, P.E.@ CBUCK Engineering
developed the Evaluation Report
Florida License
PE-31242 CONCEALED FASTENERS OR ATTACHMENTS
Quality Assurance Entity
Keystone Certifications, Inc. AM�ueucle
AM HE �NS
Quality Assurance Contract Expiration Date
12/31/2016 9l
Validated By
Steven M. Urich, PE COMM OF IN=
�{ llB®
Validation Checklist - Hardcopy Received
Certificate of Independence
FL12966 R2 COI CertOfIndep.pdf
Referenced Standard and Year (of Standard)
Standard Year
TAS 125 2003
UL 1897 2004
UL 580 2006
Equivalence of Product Standards
Certified By
Florida Licensed Professional Engineer or Architect
FL12966 R2_ Equiv Test Standard Equiy.pdf
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4
Sections from the Code
FILL: COPY
Product Approval Method Method 1 Option D
Date Submitted 02/19/2012
Date Validated 02/22/2012
Date Pending FBC Approval 03/02/2012
Date Approved 04/03/2012
Summary of Products
FL #
Model, Number or
Description
Name
12966.1
01 - "JM Nailstrip"
Fastener Strip Roof Panel - 0.032" Aluminum, 12" Width, Attached to
15/32" Plywood Deck w/Optional Rigid Insulation
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12966 R2 II 01 Nailstrip Alum WoodDeck EVALREPORT.pdf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242 i
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes j
Design Pressure: +N/A/-69.25
Evaluation Reports j
Other: Refer to Evaluation Report for
FL12966 R2 AE 01 Nailstrio Alum WoodDeck EVALREPORT.odf
Created by Independent Third Party: Yes
Limitations and Conditions of Use. Refer to
manufacturers installation instructions as
a supplemental guide.
12966.2
11
02 - "JM Nailstrip"
Fastener Strip Roof Panel - 26 Gauge Steel, 16" Width, Attached to
15/32" Plywood Deck w/Optional Rigid Insulation
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12966 R2 II 02 Nailstrio Steel WoodDeck EVALREPORT.odf j
Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/-121.75
Evaluation Reports
Other: Refer to Evaluation Report for
FL12966 R2 AE 02 Nailstrip Steel WoodDeck EVALREPORT.odf
Created by Independent Third Party: Yes
and Conditions of Use. Refer to
,Limitations
manufacturers installation instructions as
a supplemental guide.
12966.3
11
03 - "JM 1.75 Snap -Lock"
Snap Lack Roof Panel - 0.032" Aluminum, 18" Width, Attached to
15/32" Plywood Deck w/Optional Rigid Insulation
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12966 R2 II 03 1.75SnaoLock Alum WoodDeck EVALREPORT.odf
Approved for use outside HVHZ: Yes
Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/-91.75
Evaluation Reports
Other: Refer to Evaluation Report for
FL12966 R2 AE 03 1.75SnapLock Alum WoodDeck EVALREPORT.pdf
Created by Independent Third Party: Yes
and Conditions of Use. Refer to
,Limitations
manufacturers installation instructions as
a supplemental guide.
12966.4
04 - "JM 1.75 Snap -Lock"
Snap -Lock Roof Panel - 24 Gauge Steel, 18" Width, Attached to 15/32"
Plywood Deck w/Optional Rigid Insulation
Limits of Use
i
Installation Instructions
Approved for use in HVHZ: No
FL12966 R2 II 04 1.75SnapLock Steel WoodDeck EVALREPORT.odf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes j
Design Pressure: +N/A/-76.75
Evaluation Reports
Other: Refer to Evaluation Report for
FL12966 R2 AE 04 1.75SnapLock Steel WoodDeck EVALREPORT.pdf
Created by Independent Third Party: Yes
Limitations and Conditions of Use. Refer to
manufacturers Installation instructions as
a supplemental guide.
12966.5
05 - "JM Rib" I
Lapped Roof Panel - 29 Gauge Steel, 36" Width, Attached to 15/32"
Plywood Deck w/Optional Rigid Insulation
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12966 R2 II 05 Rib Steel WoodDeck EVALREPORT.odf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes i
Design Pressure: +N/A/-69.25
Evaluation Reports
Other: Refer to Evaluation Report for
FL12966 R2 AE 05 Rib Steel WoodDeck EVALREPORT.odf
Created by Independent Third Party: Yes
Limitations and Conditions of Use. Refer to
11�manufacturers installation instructions as
a supplemental guide.
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Florida Building CodeOnline
F P Y
12966.6
06 _ "JM
Lapped Roof Panel - 26 Gauge Steel, 24" Width, Attached to 15/32"
J
Wig
Plywood Deck w/Optional Rigid Insulation
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12966 R2 II 06 5V WoodDeck EVALREPORT.pdf
Approved for use outside HVHZ: Yes
Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E.#31242
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/-114.25
Evaluation Reports
Other: Refer to Evaluation Report for
FL12966 R2 AE 06 5V WoodDeck EVALREPORT.pdf
and Conditions of Use. Refer to
Created by Independent Third Party: Yes
,Limitations
manufacturers Installation instructions as
a supplemental guide.
12966.7
07 1.5 Standing
to
Standing Seam Roof Panel - 24 Gauge ICI
SeamJM
15/32" Plywood Deck with One -Piece Panel Clips w/Opt( nalaRigid
Insulation
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12966 R2 II 07 1.5StandinaSeam WoodDeck EVALREPORT.odf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/-159.25
Evaluation Reports
Other: Refer to Evaluation Report for
FL12966 R2 AE 07 1.5StandinoSeam WoodDeck EVALREPORT.pdf
Created by Independent Third Party: Yes
Limitations and Conditions of Use. Refer to
manufacturers installation instructions as
a supplemental guide.
12966.8
08 - "JM Nordman Tlle"
Lapped Roof Panel - 24 Gauge Steel, 41-1/4" Width, Attached to 15/32"
Plywood Deck
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12966 R2 II 08 N ordma nTileOn 1-2Wood Deck EVALREPORT.pdf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/-137
Evaluation Reports
Other: Refer to Evaluation Report for
FL12966 R2 AE 08 Nord manTileOn1-2WoodDeck EVALREPORT.pdf
Created by Independent Third Party: Yes
and Conditions of Use. Refer to
,Limitations
manufacturers installation instructions as
a supplemental guide.
12966.9
11
09 - "JM Nordman Tile"
Lapped Roof Panel - 24 Gauge Steel, 41-1/4" Width, Attached to 19/32"
Plywood Deck
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12966 R2 II 09 Nord manTlieOn 5-8Wood Deck EVALREPORT.pdf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/-106
Evaluation Reports
Other: Refer to Evaluation Report for
FL12966 R2 AE 09 Nord manTileOn5-8WoodDeck EVALREPORT.pdf
Created by Independent Third Party: Yes
and Conditions of Use. Refer to
,Limitations
manufacturers Installation instructions as
a supplemental guide.
12966.10
10 - "JM Nordman Tile"
Lapped Roof Panel - 24 Gauge Steel, 41-1/4" Width, Attached to 22
Gauge Steel Deck
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12966 R2 II 10 Nord manTileOnSteel Deck EVALREPORT.pdf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/-120
Evaluation Reports
Other: Refer to Evaluation Report for
FL12966 R2 AE 10 NordmanTileOnSteeiDeck EVALREPORT.pdf
Created by Independent Third Party: Yes
and Conditions of Use. Refer to
,Limitations
manufacturers installation instructions as
a supplemental guide.
12966.11
11 - ]M Nordman Tile"
11 - JM Norclma�_�/32"
Lapped Roof Panel - 0.032" Aluminum, 41-1/4" Width, Attached to
19 /32"6.11
Plywood Deck
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12966 R2 II 11 NordmanTile AlumOn5-
Approved for use outside HVHZ: Yes
8WoodDeck EVALREPORT.pdf
Impact Resistant: No
Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242
Design Pressure: +N/A/-107
Created by Independent Third Party: Yes
Other: Refer to Evaluation Report for
Evaluation Reports
Limitations and Conditions of Use. Refer to
FL12966 R2 AE 11 NordmanTile AlumOn5-
tmanufacturers installation instructions as
8WoodDeck EVALREPORT.od f
supplemental guide.
Created by Independent Third Party: Yes
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e
Specialty Structural Engtneertnq CBUCK, Inc. Certificate of Authorization #8064
Evaluation Report g, ,� # 9 p COPY
IMM
"JM 5V Crimp"
Metal Roof Assembly
Manufacturer:
Innovative Distribution, LLC d/b/a JM Metals
1505 Cox Road
Cocoa, Florida 32926
321.639.1537
for
Florida Product Approval
# FL 12966.6 R2
Florida Building Code 2010
Per Rule 9N-3
Method: 1- D
Category: Roofing
Sub - Category: Metal Roofing
Product: JM 5V Crimp Roof Panel
Material: Steel
Panel Thickness: 26 gauge
Panel Width: 24"
Support: Wood Deck
Prepared by:
James L. Buckner, P.E., S.E.C.B.
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916
Project Manager: Diana Galloway
Report No. 11-219-5V-S9W-ER
Date: 2/6/ 12
Contents:
Evaluation Report Pages 1— 8
CBUCK, Inc.
1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403
Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net
ies L•: Buckner, P E.) SECB'.
Florida P.E # -,1242.
FL #: FL 12966.6-R2
Date: 2 / 6 / 12
i ®ing Report No.: 11-219-5V-S6W-ER
Page 2 of 8
Speciaity Structural Engtneertnq CBUCK, Inc. Certificate of Authorization #8064
Manufacturer:
Product Name:
JM Metals
JM 5V Crimp
Product Category: Roofing
Product Sub -Category Metal Roofing
Compliance Method: State Product Approval Rule 9N-3.005 (1) (d)
Product/System
"JM 5V Crimp"
Description:
26 gauge Steel roof panel mechanically attached to Plywood Deck with screws.
Product Assembly as
Refer to Page 4 of this report for product assembly components/materials &
Evaluated:
standards:
1. Roof Panel
2. Fasteners
3. Underlayment
4. Insulation (Optional)
Support:
Type:
Wood Deck
(Design of support and its attachment to support framing is outside the scope of
this evaluation.)
Description:
• 15/32 (min.) or greater plywood,
• or Wood plank (min. specific gravity of 0.42)
Slope:
Minimum slope shall be in accordance with manufacturer's recommendations, FBC
Section 1507.4.2 and applicable code sections.
Performance:
Wind Uplift Resistance:
• Design Uplift Pressure: METHOD 1: - 85 PSF
(Refer to "Table A" attachment details herein) METHOD 2:-114.25 PSF
FL #: FL 12966.6-112
Date: 2 / 6 / 12
Report No.: 11-219-5V-S6W-ER
Page 3 of 8
Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Performance Standards: The product described herein has demonstrated compliance with:
• U L580-06 — Test for Uplift Resistance of Roof Assemblies
• UL 1897-04 — Uplift test for roof covering systems
• TAS 125-03 —Standard Requirements for Metal Roofing Systems
Standards Equivalency: The UL 580-94 & UL 1897-98 standard version used to test the evaluated product
assembly is equivalent with the prescribed standards in UL 580-06 & UL 1897-04
adopted by the Florida Building Code 2010.
Code Compliance: The product described herein has demonstrated compliance with Florida Building
Code 2010, Section 1504.3.2.
Evaluation Report This product evaluation is limited to compliance with the structural requirements
Scope: of the Florida Building Code, as related to the scope section to Florida Product
Approval Rule 9N-3.001.
Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation:
Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical
documentation, specifications and installation method(s) which include
"Limitations and Conditions of Use" throughout the report in accordance
with Rule 9N-3.005. Per Rule 9N-3.004, the Florida Building Commission is
the authority to approve products under "Optional Statewide Approval".
• Option for application outside "Limitations and Conditions of Use"
Rule 9N-3.005(1)(e) allows engineering analysis for "project specific approval
by the local authorities having jurisdiction in accordance with the alternate
methods and materials authorized in the Code". Any modification of the
product as evaluated in this report and approved by the Florida Building
Commission is outside the scope of this evaluation and will be the
responsibility of others.
• Design of support system is outside the scope of this report.
• Fire Classification is outside the scope of Rule 9N-3, and is therefore not
included in this evaluation.
• This evaluation report does not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Dade & Broward Counties)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 9N-3.0005 (3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA
1824).
FL #: FL 12966.6-112
Date: 2 / 6 / 12
Report No.: 11-219-5V-S6W-ER
Page 4 of 8
Specialtiy Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Components/Materials Roof Panel:
(by Manufacturer): Material:
Thickness:
Panel Width:
rib Height:
Yield Strength:
Corrosion Resistance:
Fastener:
Type:
Size :
Corrosion Resistance
Standard:
"JM 5V Crimp"
Steel
26 gauge (min.)
24" (max.) Coverage
3/8„
40 ksi min.
In compliance with FBC Section 1507.4.3:
• ASTM A792 coated, or
• ASTM A653 G90 galvanized steel
Hex -Head Wood Screw with WSW
#9-15 x 1"
Per FBC Section 1506.6 and 1507.4.4
Per ANSI/ASME B18.6.4
Underlayment:
Per roofing manufacturer's guidelines in compliance with FBC Section 1507.4.5
Components/Materials Insulation (Optional):
(by Others): Type: Rigid Insulation Board
Thickness: 3" (max.)
Properties:
Density: 2.25 pcf (Ibs/ft) min.
Or Compressive Strength: 20 psi min.
Insulation shall comply with FBC Section 1508. When insulation is incorporated,
fastener length shall conform to penetrate thru bottom of support a minimum of
3/16".
FL #: FL 12966.6-112
Date: 2 / 6 / 12
Report No.: 11-219-5V-S6W-ER
Page 5 of 8
Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Installation: Installation Method:
(Refer to drawings on Pages 6-7 of this report.)
■ Fastener spacing: Refer to Table "A" Below
(along the length of the panel)
■ Row Spacing: Refer to Table "A" Below
(along the row, across the panel profile)
■ Rib Interlock: Lapped
■ Minimum fastener penetration thru bottom of support, 3/16".
■ For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
TABLE "A"
METHOD 1:
METHOD 2:
Design Pressure:
- 85 PSF
-114.25 PSF
Fastener Spacing:
12"
12"
Row Spacing:
12"
12"
Fastener Location:
I Corrugation Peaks
ICorrugation Valleys
Install the "JM 5V Crimp" roof panel assembly in compliance with the installation
method listed in this report and applicable code sections of FBC 2010. The
installation method described herein is in accordance with the scope of this
evaluation report. Refer to manufacturer's installation instructions as a
supplemental guide for attachment.
Referenced Data: 1. TAS 125-03 Uplift Test
By Hurricane Test Laboratory, LLC (FBC Organization #TST ID: 1527)
Method 1: Report 0223-0307-01; Test Date: 03 / 05 / 01- 03 / 08 / 01
Method 2: Report 0223-0517-06; Test Date: 05 / 19 / 06 - 05 / 22 / 06
2. Quality Assurance
By Keystone Certifications, Inc. (QUA ID: 1824)
JM Metals, Licensee #: 344
3. Equivalency of Test Standard Certification
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization # AN 1916)
4. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization # ANE 1916)
FL #: FL 12966.6-R2
Date: 2/6/12
Report No.: 11-219-5V-56W-ER
Page 6 of 8
Speclalft l Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
00
M
Installation Method
JM Metals
"JM 5V Crimp" (26 Gauge) Roof Panel Attached to Wood Deck
Profile Drawings
24" Maximum Net Coverage
"JM 5V Crimp" Panel
Typical Panel Profile View
TABLE "A"
METHOD 1:
METHOD 2:
Design Pressure:
- 85 PSFi
-114.25 PSF
Fastener Spacing:
12"
12"
Row Spacing:
12"
12"
Fastener Location:
Corrugation Peaks
Corrugation Valleys
I Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Installation Method
JM Metals
"JM 5V Crimp" (26 Gauge) Roof Panel Attached to Wood Deck
12" o.c: Typical 00- COPY
FILL
Fastener SP cing
Across Panel Width
#9-15 Hex -Head Screw
with Weather Seal washer
3/16" min. penetration thru deck
Spaced 12" o.c. across the Panel
Typical Assembly Profile View (METHOD 1)
FastPnPr, -
mgid Insulation
15/32" or greater Plywood, or Thickness 3" Maximum
- Wood plank
Typical Assembly Isometric View (METHOD 1)
FL #: FL 12966.6-112
Date: 2/6/12
Report No.: 11-219-SV-S6W-ER
Page 8 of 8
Specialty Structural Encglneerinq CBUCK, Inc. Certificate of Authorization #8064
Installation Method
JM Metals
"JM 5V Crimp" (26 Gauge) Roof Panel Attached to Wood Deck
12" o.c: Typical
Fastener Spacing
Across Panel Width
#9-15 Hex -Head Screw
with Weather Seal washer
3/16" min. penetration thru deck
.Spaced 12" o.c. across the Panel
UF ILL
COPY
F
Typical• • • •
Fasteners -
-15/32" or greater Plywood, or Rigid Insulation
- Wood plank Thickness 3" Maximum
Typical Assembly Isometric View (METHOD 2)
c
Florida Building Code Online .
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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
Validated By
Certificate of Independence
GAF
1361 Alps Road
Wayne, NJ 07470
(973) 872-4421
Iindareith@trinityerd.com
Beth McSoriey
Iindareith@trinityerd.com
Beth McSorley
1361 Alps Road
Wayne, NJ 07470
(800)365-7353
bmcsorley@gaf.com
Roofing
Underlayments
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONppSI�MUTV OF THE
OMM/A OF s�l'10fiil
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
r19PWRY MTff ft APPhIOAR h5 04DES.,
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
C.' .l Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59166
Underwriters Laboratories Inc.
08/26/2012
John W. Knezevich, PE
, I Validation Checklist - Hardcopy Received
FL10626 R6 COI Trinity ERD CI - Nieminen.odf
Referenced Standard and Year (of Standard) Standard
ASTM D1970
ASTM D226
ASTM D4869
ASTM D6757
FRSA/TRI07320
TAS 103
Year
2001
2006
2005
2007
2005
1995
http://www. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgtBNbEY5 V %2.
4/23/2012
Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
12/14/2011
12/15/2011
12/21/2011
01/31/2012
Summary of Products
FL # IModel, Number or Name
IDescription
10626.1 ==IGAF Roof Underlayments
lRoofing underlayments for use in sloped roof systems
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL10626 R6 II er121311FINAL
Approved for use outside HVHZ: Yes
GAF Underlayments FL10626-R6.Ddf
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-45.0
Created by Independent Third Party: Yes
Other: 1.) The design pressure noted in this application
Evaluation Reports
relates to one particular underlayment system for use
FL10626 R6 AE er121311FINAL
under foam -on tile systems. Refer to ER Section 5.5.2 for
GAF Underlayments FL10626-R6.Ddf
details. 2.) Refer to ER Section 5 for other Limits of Use.
Created by Independent Third Party: Yes
back Next
Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not
send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPWs ADA web
accessibility, please contact our Web Master at webmaster(a)dbpr.state.Fl.us.
Product Approval Accepts:
serurit n[7:XzeEt:S
Var151gn „
Y`rueSed `
92 ii0v p
http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtBNbEY5 V %2... 4/23/2012
F 0
ILE COPY
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
' ER� OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
GAF Evaluation Report 01506.04.08-116
1361 Alps Road, Building 7-3 FL10626-R6
Wayne, NJ 07470 Date of Issuance: 04/25/2008
Revision 6: 12/13/2011
SCOPE:
This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing
the use of construction materials in the State of Florida. The documentation submitted has been
reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and
Florida Building Code, Residential Volume. The products described herein have been designed to
comply with the 2010 Florida Building Code sections noted herein.
DESCRIPTION: GAF Roof Underlayments
LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality
Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)
changes, the referenced Quality Assurance documentation changes, or provisions of the Code that
relate to the product change. Acceptance of this Evaluation Report by the named client constitutes
agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality
Assurance documentation changes. Trinity'JERD requires a complete review of this Evaluation
Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may
be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it
shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by
the manufacturer or its 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 11.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized
by Robert Nieminen, P.E. on 12/13/2011
This does not serve as an electronically signed
document. Signed, sealed hardcopies have been
transmitted to the Product Approval Administrator and
to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinityJERD 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. TrinityJERD 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.
E'S 13 ii:.�:ts n
M
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: GAF Roof Underlayments, as produced by GAF, have demonstrated
compliance with the following sections of the Florida Building Code through testing in accordance with
the following Standards. Compliance is subject to the Installation Requirements and Limitations /
Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1507.2.3, 1507.3.3, 1507.5.3,
Physical Properties
ASTM D226
2006
1507.7.3, T1507.8, 1507.8.3,
1507.9.3, 1507.9.5
1507.2.4, 1507.2.9.2,
Physical Properties
ASTM D1970
2001
1507.5.3,
1507.2.3, 1507.5.3, 1507.7.3,
Physical Properties
ASTM D4869
2005
1507.8.3, 1507.9.3
1507.2.3
Physical Properties
ASTM D6757
2007
1523.6.5.2.1
Physical Properties
TAS 103
1995
1507.3.3
Installation Practice
FRSA/TRI 07320
2005
3. REFERENCES:
Entity
Examination
Reference
Date
ERD (TST 6049)
Physical Properties
G12110.12.08
12/02/2008
ERD (TST 6049)
Physical Properties
G12210.06.09
08/03/2009
PRI (TST 5878)
Physical properties
BRY-003-02-01
03/19/2002
PRI (TST 5878)
Physical properties
GAF-026-02-01
03/26/2002
PRI (TST 5878)
Physical properties
GAF-027-02-01
03/26/2002
PRI (TST 5878)
Physical properties
GAF-042-02-01
02/16/2004
PRI (TST 5878)
Physical properties
GAF-042-02-02
03/12/2004
PRI (TST 5878)
Physical properties
GAF-113-02-01
05/08/2006
PRI (TST 5878)
Physical properties
GAF-154-02-01
02/06/2007
PRI (TST 5878)
Physical properties
RGM-023-02-01
02/09/2007
PRI (TST 5878)
Physical properties
GAF-224-02-01
07/16/2009
PRI (TST 5878)
Physical properties
GAF-238-02-01
03/03/2010
PRI (TST 5878)
Physical properties
GAF-275-02-01
11/11/2010
ITS (TST 1509)
Physical properties
3077464-002
09/14/2005
ITS (TST 1509)
Physical properties
3077464-02
01/09/2006
ITS (TST 1509)
Physical properties
3090131
08/23/2006
ITS (TST 1509)
Physical properties
100258583COQ-OIOA
01/11/2011
UL (TST 1740)
Physical properties
02NK22569
06/04/2002
UL (TST 1740)
Physical properties
IONK11990
05/18/2011
Miami -Dade (CER 1592)
HVHZ compliance
06-0606.04
10/12/2006
Miami -Dade (CER 1592)
HVHZ compliance
07-1010.19
11/29/2007
Miami -Dade (CER 1592)
HVHZ compliance
10-0331.04
06/16/2011
ICC-ES (EVL2396)
IBC compliance
ESR-2053
01/01/2008
ICC-ES (EVL2396)
IBC compliance
ESR-1322
01/01/2011
ICC-ES (EVL2396)
IBC compliance
ESR-2808
07/01/2011
ICC-ES (EVL2396)
IBC compliance
ESR-5625
08/01/2011
UL (QUA 1743)
Quality Control
R10689 / R19254 / R1306
05/18/2011
UL (QUA 1743)
Quality Control
R10689, Volume 5 Revision
08/25/2011
UL (QUA 1743)
Quality Control
R10689, 1ONK15287
08/26/2011
Exterior Research and Design, LLC. Evaluation Report 01506.04.08-R6
Certificate of Authorization #9503_ FL10626-R6
Revision 6: 12/13/2011
Page 2 of 11
'10�2�5'ILE COPY QOTR,NITY �RD-
4. PRODUCT DESCRIPTION:
4.1 Self -Adhering Underlayments:
4.1.1 LibertyTM SBS Self -Adhering Base/Ply Sheet is a smooth -surfaced, fiberglass -reinforced,
self -adhering SBS modified bitumen roof underlayment.
4.1.2 Ruberoid@ SA Base/Ply Sheet is a smooth -surfaced, fiberglass -reinforced, self -adhering
SBS modified bitumen roof underlayment.
4.1.3 StormGuard@ Leak Barrier is a film -surfaced, fiberglass -reinforced, self -adhering SBS
modified bitumen roof underlayment. StormGuard@ is also used as a secondary water barrier
to seal roof decks.
4.1.4 UnderRoof'" 2 Leak Barrier is a spun -bond -glass -reinforced -polyester -mat -surfaced,
composite -reinforced, SBS self -adhering modified bitumen roof underlayment.
4.1.5 UnderRoofTm HT Leak Barrier is a polyester -mat -surfaced, fiberglass -reinforced, self -
adhering SBS modified bitumen roof underlayment.
4.1.6 Weather Watch@ Leak Barrier is a mineral -surfaced, fiberglass -reinforced, self -adhering
SBS modified bitumen roof underlayment. WeatherWatch@ is also used as a secondary water
barrier to seal roof decks.
4.1.7 Weather Watch@ XT Leak Barrier is a coated -mat -surfaced, fiberglass -reinforced, self -
adhering SBS modified bitumen roof underlayment.
4.2 Mechanically Fastened Underlayments:
4.2.1 Deck-Armor"m Premium Breathable Roof Deck Protection is a non -woven, spun -bonded
polypropylene laminated polyethylene scrim sheet roof underlayment.
4.2.2 RoofProTM SBS-Modified All -Purpose Underlayment is a fiberglass -reinforced, SBS
modified bitumen roof underlayment.
4.2.3 Shingle -Mate@ Roof Deck Protection is a fiberglass reinforced, asphaltic roof
underlayment.
4.2.4 StormSafeTP9 Anchor Sheet is a polypropylene woven fabric which serves as an anchor sheet
in two-ply roof underlayment systems.
4.2.5 Tiger PaviTm Roof Deck Protection is a non -woven, polypropylene reinforced, polymer
coated roof underlayment.
4.2.6 VersaShield@ Underlayment or VersaShield@ Fire Resistant Roof Deck Protection is a
non -asphaltic, fiberglass -based roof underlayment and/or fire barrier.
S. LIMITATIONS:
5.1 This Evaluation Report is not for use in the HVHZ.
5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing
Materials Directory or test report from accredited testing agency for fire ratings of this
product.
5.3 GAF Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made
to the AHJ for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.4 Allowable roof covers applied atop GAF Roof Underlayments are follows:
Exterior Research and Design, LLC. Evaluation Report 01506.04.08-R6
Certificate of Authorization #9503 FL10626-R6
Revision 6: 12/13/2011
Page 3 of 11
Table 1: Roof Cover Options
Underlayment
Asphalt
Shingles
Nail -On Tile
Foam -On
Tile
Metal
Wood
Shakes &
Shingles
Slate or
Simulated
Slate
Deck -Armor'"
Yes
Contact Mfg.
No
Contact Mfg
Contact Mfg
Contact Mfg
RoofProTM
Yes
No
No
No
Yes
Yes
Shingle-MateTI
Yes
No
No
No
No
No
Tiger PaWTM
Yes
Contact Mfg.
No
Contact Mfg.
Contact Mfg.
Contact Mfg.
VersaShield@
Yes
No
No
Yes
Yes
Yes
Liberty— SBS Base/Ply
Yes
No
No
No
No
No
Ruberoid® SA Base/Ply
Yes
No
No
No
No
No
StormGuard@
Yes
No
No
Yes
No
No
UnderRoofTm 2
Yes
Yes
See es
5.UnderRoofTm
No
No
Yes
HT
Yes
No
No
Yes
No
No
Weather Watch@
Yes
No
No
No
No
No
Weather Watch@ XT
Yes
No
No
No
No
No
5.4.1 "Foam -On Tile" is limited to use of Polyfoam PolyPro AH160 unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided.
5.5 Allowable substrates for LibertyTM SBS Self -Adhering Base/Ply Sheet; Ruberoid@ SA Base/Ply
Sheet; StormGuard@ Leak Barrier; UnderRoofTm 2 Leak Barrier; UnderRoofTm HT Leak Barrier;
Weather Watch@ Leak Barrier; and Weather Watch@ XT Leak Barrier are noted below:
5.5.1 Direct -Bond to Deck:
➢ New untreated plywood;
➢ Existing untreated ASTM D41 primed plywood.
5.5.2 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI 07320
does not address wind uplift resistance of all underlayment systems beneath foam -on tile
systems, where the underlayment forms part of the load -path. The following wind uplift
limitations apply to underlayment systems that are not addressed in FRSA/TRI 07320 and are
used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind
load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of
design wind pressures.
5.5.2.1 Maximum Design Pressure = -45 psf.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional) ASTM D41
Underlayment: UnderRoofT`" 2 Leak Barrier, self -adhered
PI
5.5.3 Bond to Mechanically Attached Base Underlayment: COPY
➢ ASTM D226, Type II felt.
➢ StormSafeTm Anchor Sheet FILI:
For installations under mechanically attached prepared roof coverings, base layer shall be
attached per minimum codified requirements. For installations under foam -on tile systems,
base layer shall be attached per minimum requirements of FRSA/TRI 07320/8-05 or RAS 120.
5.5.4 Bond to Other Substrate Types:
➢ ASTM D41 primed metal (flashing metal, valley metal, etc.)
Exterior Research and Design, LLC. Evaluation Report 01506.04.08-116
Certificate of Authorization #9503 FL10626-R6
Revision 6: 12/13/2011
Page 4 of 11
5.6 Exposure Limitations:
5.6.1 Deck -Armor TM Premium Breathable Roof Deck Protection; RoofProTM SBS-Modified All -Purpose
Underlayment; Shingle-MateTm Roof Deck Protection; StormSafeTm Anchor Sheet; Tiger PawTM
Roof Deck Protection; VersaShield@ Underlayment; VersaShield@ Fire Resistant Roof Deck
Protection; LibertyTM SBS Self -Adhering Base/Ply Sheet; Ruberoid@ SA Base/Ply Sheet;
StormGuard@ Leak Barrier; UnderRoofTm HT Leak Barrier; Weather Watch@ Leak Barrier; and
Weather Watch@ XT Leak Barrier shall not be left exposed for longer than 30-days after
installation.
5.6.2 UnderRoofT"' 2 Leak Barrier shall not be left exposed for longer than 180-days after
installation.
5.7 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth
Edition, use is limited to the following. Reference is made to the FRSA/TRI Technical Brief
titled "Florida High Wind Roof Tile Self -Adhered Underlayment Requirements as of
02/14/2011" for limitations for self -adhering underlayments used beneath tile roof systems.
Table 2: Tile System Options per FRSA/TRI 07320/8-05
System
Underlay
Option
Section
Reference
Roof Underlayment(s)
System One:
4
3.02D
Two Ply No. 30
Two ply Deck -Armor'" or Tiger PawTm (Contact Tile
Mechanically
Manufacturer)
Fastened Tile,
5
3.02E
Self -Adhered
UnderRoofT" 2
Unsealed or Sealed
Underlayment
Underlayment
System
6
3.02F
No. 30 / Self -Adhered
Base Layer: ASTM 226, Type II felt or StormSafeTM
Underlayment
Top Layer: UnderRoofTm 2
System Two:
4
3.02D
Self -Adhered
UnderRoofTm 2
Mechanically
Underlayment
Fastened Tile,
Sealed
5
3.02E
No. 30 / Self -Adhered
Base Layer: ASTM 226, Type II felt or StormSafelm
Underlayment
Underlayment
Top Layer: UnderRooflm 2
System
System Four "A":
4
3.02D
Self -Adhered
UnderRoofTm 2
Adhesive -Set Tile,
Underlayment
Unsealed or Sealed
Underlayment
5
3.02E
No. 30 / Self -Adhered
Base Layer: ASTM 226, Type II felt or StormSafe@
System
Underlayment
Top Layer: UnderRoorl 2
System Four "B":
3
3.02C
Self -Adhered
UnderRoof" 2
Adhesive -Set Tile,
Underlayment
Sealed
Underlayment
4
3.02D
No. 30 / Self -Adhered
Base Layer: ASTM 226, Type II felt or StormSafe@
System
Underlayment
Top Layer: UnderRoofT" 2
6. INSTALLATION:
6.1 GAF Roof Underlayments shall be installed in accordance with GAF published installation
instructions subject to the Limitations set forth in Section 5 herein and the specifics noted
below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the
substrate thoroughly to remove any dust and debris prior to application, and prime the
substrate (if applicable).
6.3 Install self -adhering underlayments when ambient temperatures are minimum 450F and
rising.
6.4 All metal surfaces shall be primed with TopCoat@ Matrix" 307 Premium Asphalt Primer or
alternate GAF accepted ASTM D41 primer prior to application of self -adhering membranes.
Exterior Research and Design, LLC. Evaluation Report 01506.04.08-116
Certificate of Authorization #9503 Copy FL10626-116
Revision 6: 12/13/2011
Page 5 of li
�ILE
TTRINITYIERD.
6.5 Deck -Armor TM Premium Breathable Roof Deck Protection:
6.5.1 Install Deck -Armor TM Premium Breathable Roof Deck Protection in compliance with
manufacturer's published installation instructions and the requirements for ASTM D226, Type
I and II underlayments in FBC Sections 1507 for the type of prepared roof covering to be
installed.
6.5.2 Fasteners shall be 1-inch diameter plastic -capped corrosion resistant nails or 1-inch diameter
plastic -capped, corrosion resistant staples.
6.5.3 Install a leak barrier of LibertyTM SBS Self -Adhering Base/Ply Sheet; Ruberoid® SA Base/Ply
Sheet; StormGuard@; UnderRoof m 2; UnderRooFm HT; Weather Watch@ or Weather
Watch@ XT at vulnerable leak areas, including but not limited to eaves, valleys, rakes,
skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of
Deck -Armor T`". Along the rake, install Deck-ArmorT"', leaving 6 to 8-inch of the deck
exposed, and then install the leak barrier over the Deck-ArmorT" and exposed decking. At
other areas, install the leak barrier over the Deck -Armor TM.
6.5.4 For tile roof installations:
Installation is governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition.
Use is limited to System 1, Option 4, Section 3.02D in place of the "No. 30" felt. The "starter
strip" and "full -width -sheet" referenced therein shall be proportionate to the width of the
Deck-ArmorT14 product.
6.5.5 For non -tile roof installations:
6.5.5.1 Standard Installation with Single Layer; roof slope > 4:12
Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the
field of the roll 12-inch o.c. in two, equally spaced, staggered center rows.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum
6-inch end -laps. Fasten 6-inch o.c. in the laps and 12-inch o.c. in two, equally spaced,
staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart.
6.5.5.2 Standard Installation with Double Layer; 2:12 < roof slope < 4:12
Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the
field of the roll 12-inch o.c. in two, equally spaced, staggered center rows.
Continue upslope in a similar manner, with minimum 28.5-inch side -laps and minimum 6-
inch end -laps. Fasten 6-inch o.c. along the low edge and end laps and 12-inch o.c. in two,
equally spaced, staggered center rows in the field. Ensure all end laps are staggered at least
3-feet apart.
6.6 Tiaer PawTm Roof Deck Protection:
6.6.1 Install Tiger PawTm Roof Deck Protection in compliance with manufacturer's published
installation instructions and the requirements for ASTM D226, Type I and II underlayments in
FBC Sections 1507 for the type of prepared roof covering to be installed.
6.6.2 Fasteners shall be 1-inch diameter plastic -capped corrosion resistant nails or 1-inch diameter
plastic -capped, corrosion resistant staples.
6.6.3 Install a leak barrier of LibertyTM SBS Self -Adhering Base/Ply Sheet; Ruberoid@ SA Base/Ply
Sheet; StormGuard@; UnderRoofT" 2; UnderRoof"" HT; Weather Watch@ or Weather
Watch@ XT at vulnerable leak areas, including but not limited to eaves, valleys, rakes,
skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of
Tiger PawTM. Along the rake, install Tiger PawTM, leaving 6 to 8-inch of the deck exposed,
and then install the leak barrier over the Tiger PawTm and exposed decking. At other areas,
install the leak barrier over the Tiger PaWTM,
Exterior Research and Design, LLC. Evaluation Report 01506.04.08-R6
Certificate of Authorization #9503 FL10626-R6
" 6:12/13/2011
tee,
4'Page 6 of 11
- `.,�,..sr }�.Pyevision
6.6.4 For tile roof installations:
Installation is governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition.
Use is limited to System 1, Option 4, Section 3.02D in place of the "No. 30" felt. The "starter
strip" and "full -width -sheet" referenced therein shall be proportionate to the width of the
Tiger PawTM product.
6.6.5 For non -tile roof installations:
6.6.5.1 Standard Installation with Single Layer; roof slope > 4:12
Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the
field of the roll 12-inch o.c. in two, equally spaced, staggered center rows.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum
6-inch end -laps. Fasten 6-inch o.c. in the laps and 12-inch o.c. in two, equally spaced,
staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart.
6.6.5.2 Standard Installation with Double Layer; 2:12 < roof slope < 4:12
Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the
field of the roll 12-inch o.c. in two, equally spaced, staggered center rows.
Continue upslope in a similar manner, with minimum 22.5-inch side -laps and minimum 6-
inch end -laps. Fasten 6-inch o.c. along the low edge and end laps and 12-inch o.c. in two,
equally spaced, staggered center rows in the field. Ensure all end laps are staggered at least
3-feet apart.
6.7 StormSafeTm Anchor Sheet:
6.7.1 StormSafeT`" Anchor Sheet is limited to use as a mechanically attached base layer in 2-ply
underlayment systems.
6.7.2 Fasteners shall be 1-inch diameter plastic- or steel -capped corrosion resistant nails;
corrosion -resistant nails & 1-5/8-inch tin -caps; or Drill-Tec screws and plates.
6.7.3 For tile roof installations:
Installation is governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition.
Use is limited to System 1, Option 6, Section 3.02F, System 2, Option 5, Section 3.02E,
System 4A, Option 5, Section 3.02E or System 4B, Option 4, Section 3.02D in place of the
"No. 30" felt and as a base -layer beneath UnderRoofTm 2. The attachment requirements shall
be proportionate to the width of the StormSafeTM product.
6.7.4 For non -tile roof installations:
Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the
field of the roll 12-inch o.c. in two, equally spaced, staggered center rows.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum
6-inch end -laps. Fasten 6-inch o.c. in the laps and 12-inch o.c. in two, equally spaced,
staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart.
One the same day, install LibertyTM SBS Self -Adhering Base/Ply; Ruberoid® SA Base/Ply;
StormGuard@; UnderRoofTm 2; UnderRoofTm HT; Weather Watch@ or Weather Watch @ XT
over the StormSafeTm Anchor Sheet.
6.8 RoofProTM SBS-Modified All -Purpose Underlavment and Shingle-MateTm Roof Deck
Protection:
6.8.1 Install RoofProTm and Shingle-MatTM in compliance with manufacturer's published installation
instructions and the requirements for ASTM D226, Type I and II underlayments in FBC
Sections 1507 for the type of prepared roof covering to be installed. A double layer is
required for 2:12 < roof slope < 4:12. No hammer tacks or staples are permitted.
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6.8.2 Install a leak barrier of LibertyTM SBS Self -Adhering Base/Ply Sheet; Ruberoid® SA Base/Ply
Sheet; StormGuard@; UnderRoofTM 2; UnderRoofM HT; Weather Watch@ or Weather
Watch@ XT at vulnerable leak areas, including but not limited to eaves, valleys, rakes,
skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of
RoofProTM or Shingle -Mate TM. Along the rake, install RoofProTM or Shingle -Mate TM, leaving 6
to 8-inch of the deck exposed, and then install the leak barrier over the RoofPrOTM or Shingle -
Mate T11 and exposed decking. At other areas, install the leak barrier over the RoofPrOTM or
Shingle -Mate TM
6.9 VersaShieldTM Underlavment or VersaShieldn Fire Resistant Roof Deck Protection:
6.9.1 Install VersaShield@ Underlayment or VersaShield@ Fire -Resistant Roof Deck Protection in
compliance with manufacturer's published installation instructions and the requirements for
ASTM D226, Type I and II, ASTM D4869 or ASTM D6757 underlayments in FBC Sections
1507 for the type of prepared roof covering to be installed. A double layer is required for
2:12 < roof slope < 4:12. No hammer tacks or staples are permitted
6.9.2 Install a leak barrier of LibertyTM SBS Self -Adhering Base/Ply Sheet; Ruberoid@ SA Base/Ply
Sheet; StormGuard@; UnderRooF11 2; UnderRoofTM HT; Weather Watch@ or Weather
Watch@ XT at vulnerable leak areas, including but not limited to eaves, valleys, rakes,
skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of
VersaShield@. Along the rake, install VersaShield@, leaving 6 to 8-inch of the deck exposed,
and then install the leak barrier over the VersaShield@ and exposed decking. At other areas,
install the leak barrier over the VersaShield TM.
6.10 LibertvTM SBS Self -Adhering Base/Ply Sheet or Ruberoid SA Base/Ply Sheet:
6.10.1 Install LibertyTM SBS Self -Adhering Base/Ply Sheet or Ruberoid SA Base/Ply Sheet in
compliance with manufacturer's published installation instructions and the requirements for
ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to
be installed.
6.10.2 The minimum and maximum roof slopes are 1/2:12 and 6:12, respectively. Back -nailing is
required when slope is 1:12 or greater. Back -nailing shall consist of minimum 1-inch square
or round cap nails spaced 18" o.c. within 3-inch side laps.
6.10.3 For non -tile aoolications. direct to deck:
For direct -bond to deck applications plywood shall be primed with TopCoat@ MatrixTM 307
Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer at 1/2 to 3/4 gallon per
square.
Prior to removal of release film, align sheets properly starting at the low -point of the roof
(eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes.
Roll out sheet and allow to relax' for min. 30 minutes. Remove the lower piece of release
film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place
12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip
edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling
of TopCoat@ MatrixTM 201 Premium SBS Flashing Cement over drip edge.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum
6-inch end -laps. Ensure all end laps are staggered at least 18-inch apart.
Use a weighted lawn or linoleum roller to ensure complete adhesion to the substrate. Use a
hand roller to firmly bond side and end laps.
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QOTRINITY11EKO
6.10.4 For non -tile applications, to mechanically attached anchor sheet:
Install ASTM D226, Type II felt in accordance with codified requirements or StormSafe'rm
Anchor Sheet in accordance with Section 6.6.
Install LibertyTM SBS Self -Adhering Base/Ply Sheet or Ruberoid SA Base/Ply Sheet over the
mechanically attached anchor sheet as noted above.
01 6.11 �"StorrnGuard® LeaWBarriety'c,-.
6.11.1 Install StormGuard@ Leak Barrier in compliance with manufacturer's published installation
instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for
the type of prepared roof covering to be installed.
6.11.2 Back -nailing is required. Back -nailing shall consist of minimum 1-inch square or round cap
nails spaced 18" o.c. within 3-inch side laps.
6.11.3 For non -tile applications, direct to deck:
Prior to removal of release film, align sheets properly starting at the low -point of the roof
(eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes.
Remove the lower piece of release film and bond to substrate and fold the overhanging 2-
inch over the eave and nail into place 12" o.c. Remove the top piece of release film and
bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load
requirements. Install 1/8-inch troweling of TopCoat® MatrixT'" 201 Premium SBS Flashing
Cement over drip edge.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum
6-inch end -laps. Ensure all end laps are staggered at least 18-inch apart.
Use a hand roller to firmly bond side and end laps.
6.11.4 For non -tile applications, to mechanically attached anchor sheet:
Install ASTM D226, Type II felt in accordance with codified requirements or StormSafeTM
Anchor Sheet in accordance with Section 6.6.
Install StormGuard@ Leak Barrier over the mechanically attached anchor sheet as noted
above.
6.12 UnderRoofT"' 2 Leak Barrier:
6.12.1 Install UnderRoofTm 2 Leak Barrier in compliance with manufacturer's published installation
instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for
the type of prepared roof covering to be installed.
6.12.2 The minimum and maximum roof slopes are 2:12 and 12:12, respectively. Back -nailing is
required when slope is 4:12 or greater. Back -nailing shall consist of minimum 1-inch square
or round cap nails spaced 12" o.c. within 4-inch side laps.
6.12.3 For tile roof installations:
Reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2
herein, using the instructions noted herein as a guideline. Tile shall be loaded and staged in
a manner that prevents tile slippage and/or damage to the underlayment.
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M
6.12.4 For non -tile applications, direct to deck:
Prior to removal of release film, align sheets properly starting at the low -point of the roof
(eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes.
Remove the lower piece of release film and bond to substrate and fold the overhanging 2-
inch over the eave and nail into place 12" o.c. Remove the top piece of release film and
bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load
requirements. Install 1/8-inch troweling of TopCoat@ MatrixT'" 201 Premium SBS Flashing
Cement over drip edge.
Continue upslope in a similar manner, maintaining minimum 4-inch side -laps and minimum
6-inch end -laps. Ensure all end laps are staggered at least 3-feet apart. End laps shall be
sealed with a 1/161h to 1/81h inch thick trowel application of TopCoat@ MatrixT" 201 Premium
SBS Flashing Cement.
Use a hand roller to firmly bond side and end laps.
6.12.5 For non -tile applications, to mechanically attached anchor sheet:
Install ASTM D226, Type II felt in accordance with codified requirements or StormSafeT"
Anchor Sheet in accordance with Section 6.6.
Install UnderRoofTm 2 Leak Barrier over the mechanically attached anchor sheet as noted
above.
6.13 UnderRoofTm HT Leak Barrier:
6.13.1 Install UnderRoofTm HT Leak Barrier in compliance with manufacturer's published installation
instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for
the type of prepared roof covering to be installed.
6.13.2 The minimum and maximum roof slopes are 1:12 and 12:12, respectively. Back -nailing is
required when slope is 4:12 or greater. Back -nailing shall consist of minimum 1-inch square
or round cap nails spaced 12" o.c. within 4-inch side laps.
6.13.3 For non -tile applications, direct to deck:
Prior to removal of release film, align sheets properly starting at the low -point of the roof
(eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes.
Remove the lower piece of release film and bond to substrate and fold the overhanging 2-
inch over the eave and nail into place 12" o.c. Remove the top piece of release film and
bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load
requirements. Install 1/8-inch troweling of TopCoat@ FlexSealTM Caulk Grade over drip
edge.
Continue upslope in a similar manner, maintaining minimum 4-inch side -laps and minimum
6-inch end -laps. Ensure all end laps are staggered at least 3-feet apart.
Use a hand roller to firmly bond side and end laps.
6.13.4 For non -tile applications, to mechanically attached anchor sheet:
Install ASTM D226, Type II felt in accordance with codified requirements or StormSafeTM
Anchor Sheet in accordance with Section 6.7.
Install UnderRoofTm HT Leak Barrier over the mechanically attached anchor sheet as noted
above.
w:<�: h` .:.ram fir-.. m _ •u �;,
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6.14 Weather WatchO or Weather Watch® XT Leak Barrier:
6.14.1 Install Weather Watch@ or Weather Watch@ XT Leak Barrier in compliance with
manufacturer's published installation instructions and the requirements for ASTM D1970
underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.14.2 Weather Watch@ Leak Barrier may be installed as a secondary water barrier using minimum
4-inch wide rolls to seal plywood deck joints prior to installation of the primary underlayment
system.
6.14.3 Back -nailing is required. Back -nailing shall consist of minimum 1-inch square or round cap
nails spaced 18" o.c. within 4-inch side laps.
6.14.4 For non -tile applications, direct to deck:
Prior to removal of release film, align sheets properly starting at the low -point of the roof
(eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes.
Remove the lower piece of release film and bond to substrate and fold the overhanging 2-
inch over the eave and nail into place 12" o.c. Remove the top piece of release film and
bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load
requirements. Install 1/8-inch troweling of TopCoat@ Matrix", 201 Premium SBS Flashing
Cement over drip edge.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum
6-inch end -laps. Ensure all end laps are staggered at least 18-feet apart.
Use a hand roller to firmly bond side and end laps.
6.14.5 For non -tile applications, to mechanically attached anchor sheet:
Install ASTM D226, Type II felt in accordance with codified requirements or StormSafeTM
Anchor Sheet in accordance with Section 6.6.
Install Weather Watch@ or Weather Watch@ XT Leak Barrier over the mechanically attached
anchor sheet as noted above.
LABELING:
Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the
Accredited Quality Assurance Agency noted herein.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the
installation of this product.
MANUFACTURING PLANTS:
Contact the manufacturer or the named QA entity for information on plants covered under Rule 9N-3
QA requirements.
10, QUALITY ASSURANCE ENTITY:
F Y
Underwriters Laboratories — QUA1743; (847) 664-3281
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC.
Certificate of Authorization #9503
Evaluation Report 01506.04.08-116
FL10626-R6
Revision 6: 12/13/2011
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