HomeMy WebLinkAboutSUBMITTED PAPERSDATE:
DUE:
RECEIPT #:
Permit #:
Os
Planning & Development Services Department
Building & Code Regulation Division �cqN
2300 Virginia Avenue
Ft. Pierce, FL 34982-5652 'J �UY
Tel. 772-462-1553 Co
U
APPLICATION FOR ROOF PERMIT my
SEE REVERSE SIDE FOR INSTRUCTIONS
1. Location/Site Address: 3401 S. Eiva r Dr • FcoI. Pirrce_ . `L 311982
2. Parcel ID Number: 2 H,16 - S0a -o0o6- oao - "j
Ki
4.
Descr
Total Roof Area (square feet): Cp Cn
5. Roof Pitch:
6. Type of Roof. [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake /�-jShingle
[ ] Tar & Gravel [ ] Modified Bitumen [ ] Other $,fit , + Gt
[ ] 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 will be required.
7. Owner Information ,L�o�/q�p�f�l*'�4ST 8. Contractor Information
Name: keonarN peaau a¢r4
Address: 3 Nb 1 S. :T.,d:a' R i e r fir.
FL Reg/Cert #: CCC 137Q08q
County Cert #:g�
City: Form Pi`I'cc._ State: Fl- Business Name: Miclttl J&vir, WJrL Rv4j,7"G
Zip: 3 N98a Phone: (`17 a Cell Phone: (71�791--OgGG
9. Value of Construction: $ Moo WAZS41g0d'=/N 08E115 NEf
"Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval.
CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of t information contained in this application is correct and that all work will be
done in complia ith all ap r ble 1 ws regulating eonstruction and zoning.
ArlIad a
Ah PRINT QUALIFIERS/OWNERS NAME SIG&AT4fft OF UALIFIER/OWNER
STATE OF FLORIDA, COUNTY OF, + L xA& P
ACKNOWLEDGED BEFORE ME THIS 10-114n- DAY OF 20 VL_, BY 1�IC �aA \/��s► 1
WHO!RSE AqYOWN(*_TO ME OR HAS PRODUCED AS IDENTIFICATION
W �Ia-I,+rYs�i ti�p1 p MATTHEW SAFFIOTI
SIGAft E ARY TYPE OR PRINT NAME OF NOTARY
MY COMMISSION # EE 84M
COMMISSION NU BER GC SoOOD y'., o EXPIRES: October 22, 2016
RFgQ� Bonded Thru Notary Public Underwriters
NOTICE TO OWNER: 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 YOUR LENDER OR
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Revised 4/26/2010
JOSEPH E. SMITH, CLERK -r THE CIRCUIT COURT - SAINT LUCIE COU-T-1
FILE # 3923381 OR BOO 02 PAGE 1731, Recorded 02/10/20i4 '0:04 AM
NOTICE OF COMMENCEMENT
Permit No. Tax FoW No. ;?gJ6-5d2 -QOd6 - oao e'j
State of Florida County of St. Lucie
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.
Legal Description Property: (and street address if available►:
Ef�Sl1'S * lei 4•Iest s. 81.7r ._ 7y0i 5. , Qiutr nAr,
firs. fieas- r K MIZ
GaNral desalpllon d improvement: r#04W . w r i I'! r�. rt 4'/ J eF - - -
Owner Msformation or lessc a information H the Lessee contracted for the improvement:
N
fi� Aamress-Taet e.,L )_MI
Interestlnproperty: rss.nr -
Name and address of fee simple titleholder (if different from Owner listed above):
Contractor's Name:
ContractarAddrms: 141E SE sue ,;!1SI .P-1 SEE!, tit .9 JV91JPhone Number: f1W0
Surety (if applicable, a copy of the payment bond is attached): Amount of bond: S
Name and address: Phone number,
taodar Name: Phone Number:
Lender's address:
Persons within the State d Florkta designated by Owner upon whom notices or other documents may be served as pr, ldcd by Section
i39,3i(11(allf. Morida Statutes
Name: Phone Number:
In addition to himself or herself, Owner designates d to receive a copy of the
Uenoes Notice as provided in Section 7],),IN1) (b), Florida 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 COMi MENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART], SECTION 723.13, FLORIDA STATUTES, AND CAN RESULT I YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CDMRENCB*NT MUST BE RECORDED AND POSTED THE JOG STTE IIE WRi THE RRST
INSPEOM. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFOR COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury. I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of
my knowle and belief.
15igsttur er or Lessee,
or Owne essee's Authorit c Director/P er/Manager
KI
�L C
(Signatory's Title/Officel
The foregoing instrument was acknowledged before me this's d day of20J
yLeonafor
iB�
r Name of Person A Type of authority (e.g. officer, trustee) Party an behalf of whyd instrument was executed
(Signalure o Notary Public - State of FI ' a)
(Print, Type, or Stamp Commiss onedIldme of Nc
h KATHRYNAUNOSEY
n +.' Ca►miaslon # EE 171125
Expires May 17, 2016
t+avxa nr, rmr rw ii.v.n s ooslarote
Personally ken
ary Public) Type of Identrfi
produced Identification_
STATE OF FI-ORIDA
ST. LUCIE COIATY
TW1SIS Tu (I[-R T IFY THAT THIS ESA
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Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-2165 or 772-462-2172
Fax: 772-462-6443
ROOF INSPECTION AFFIDAVIT
Re: Permit # IWOa -0103
I, h 6a -A 0AS6 , licensed as a(n)Contractor*/Engineer/Architect
(Please print name & circle license type) *FS468 Building Inspector
*General, Building, Residential o Roofing Contracto or any individual certified under 468 F.S. to make such an inspection.
On or about . 031 z, /I'1 , I did personally inspect the roof deck nailing
(Date)
work at:3g0) T13g91,2
(Job site address)
Based upon that examination I have determined the installation was done according to the Hurricane
Mitigation Retrofit Manual (Based on 553.844 F.S.)
Sign ture and Seal
STATE OF FLORIDA
COUNTY OF S+. Ltxcie
ccc 133 oo8�
License #
Sworn to and subscri ed before me this 25' day of Marc% 20�,
by rhee
�a�s�_. who is personally known to me or who has produced
as ident ca ion.
Notary Public, State of Florida
Signature of Notary:
Commission Number:EEgLi!
En 01/19/2011
MATTHEW �SAFFIOTI MY COMMISSION # EE 845800
a•, o,: EXPIRES: October 22, 2016
Bonded Thru Notary Public Underwriters
RECEIVED MAR 2 6- 2014
Florida Building Code Online
y
Uteme efficiently. Regulate fairly.
BCIS Home [ Log In ( User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
FL1654-R12
Revision
2010
Approved
a
POLYGLASS USA I
150 Lyon Drive
Fernley, NV 89408
(570)384-1230 Ext242
jakins@polyglass.com
�'W��
Ob7 LUCIE COUNTY
BUILDING DIVISI9M
FOR
DATE • /
PLAidS A ERMIT
MUST. BE ICE ON JOB OR
NO INSPECTION WILL BE MADE
Authorized Signature James Akins
jakins@polyglass.com
THESE PLANS PU0 ALL PROPOSED WORK
Technical Representative Steve Wadding
ARE SUBJECT TO ANY CORRECTIONS
Address/Phone/Email 150 Lyon Drive
REQUIRED BY FIELD INSPECTORS THAT
Fernley, NV 98408
MAY RE NECESSARY IN ORDER TO
(602) 363-7139
stevew@polyglass.com COMPLY WITH ALL APPLICABLE CODES.
Quality Assurance Representative James Akins
Address/Phone/Email 555 Oakridge Road coNcMLED FASTENERS ORATTAOHMM
Humboldt Industrial Pkwy
Hazleton, PA 18201 THE RESPONSIB11M OF THE
(800) 894-4563 yt n L eC nn
jakins@polyglass.com tONTRACTOROFRECOM
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
[ Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who Robert Nieminen
developed the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 08/08/2015
Validated By John W. Knezevich, PE
"j Validation Checklist - Hardcopy Received
http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKx... 3/19/2014
Florida Building Code Online
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
3
�.
1LE
4\aT.
et
FL1654 R12 COI Trinity ERD CI - Nieminen - 2013.Ddf
Standard
Year
ASTM D6163
2000
ASTM D6164
2005
ASTM D6222
2002
ASTM D6509
2000
FM 4470
1992
FM 4474
2004
1101t
Co. fi � gs®,fq��
Method 1 Option D
08/21/2013
08/26/2013
09/08/2013
10/18/2013
Summary of Products
FL # Model, Number or Name Description
1654.1
Polyglass SBS and APP
SBS and APP modified _bitumen roof systems
Modified Bitumen Roof
Systems
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL1654 R12 II Al ER082113FINAL POLYGLASS MODBIT FL1654-
R12.Ddf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-622.5
Created by Independent Third Party: Yes
Other: 1.) The design pressure in this
Evaluation Reports
application relates to one particular assembly
FL1654 R12 AE ER082113FINAL POLYGLASS MODBIT FL1654-
R12.Ddf
over concrete deck. Refer to the ER Appendix
for other systems and deck types. 2.) Refer
Created by Independent Third Party: Yes
to ER, Section 5 for other Limits of Use.
Back Plext
Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not
send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.
*Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012,.licensees licensed under Chapter 455, F.S. must provide the Department
with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public,
record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.
To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
go M EGlaxck
http://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKx... 3/19/2014
°Q A ENGINEERING & TESTING, INC.
Phone: (866) 781-6889 •Fax: (866) 784-8550
xwww.floridaenginceringandtesting.com
250 S.W.13t" Avenue
ILE OPY Pompano Beach, FL 33069
DATE: 3/14/14 JOB ORDER #: 14-878
CLIENT."Michael Kevin Walsh Roofing
ADDRESS: 3520 S.W. Armellini Avenue - C1 Palm City, Florida 34990
PROJECT: Berg Residence Flat Wood Roof Deck
ADDRESS: 3401 Indian River Drive Fort Pierce, Florida
FEC 2010/ASCE 7-10 DESIGN PRESSURE CALCULATIONS
Proiect Information:
Height = 15' Exposure: D Basic/Ultimate Wind Speed: VuIt=165 mph
Length = 46' Category: 11 Nominal Wind Speed: Vasd=VWt*�0.6
Width = 12' Slope: < 7° (asd = allowable strength design)
Parapet Wall: < 3' Residential KZ = 1.03, Kzt = 1.0, Kd = 0.85
Design Calculations:
Velocity Pressure: q = 0.00256*KZKZtKdV2
Velocity Pressure (utl): q=0.00256(1.03)(1.0)(0.85)(165)2] = 61.02 psf
Velocity Pressure (asd): q=0.00256(1.03)(1.0)(0.85)(165*g0.6)2] = 36.61 psf
Width of Pressure Coefficient: 0.1(16') = 1.6'
0.4(15') = 6.0' ) use: 3'0"
Effective Wind Area: <1Oft2
For parapet height three feet (3) or larger, zone three (3) shall be treated as zone two (2).
External Pressure Coefficient:
1)
GCP1 =
-1.0
2)
GCP2 =
-1.8
3)
GCP3
= -2.8
Internal Pressure Coefficient:
1) GCP; _
0.18
r `\ 1 f 7
+�, U«
Qualilr,/ �, � ✓l trance
Page 2, 3/14/14, Job Ordr,_14-878 F
0
Michael Kevin Walsh Roofing - Berg Residen tU fi '
Ld 1 `
Flat Residential Wood Roof Deck
3401 Indian River Drive; Fort Pierce, FL: F1 t° y
Design Pressures Based on Vasd:
1) Field
P 1 = 36.61 * [(-1.0)
— (0.18)]
= -43.2 psf
2) Perimeter
P2 = 36.61 * [(-1.8)
— (0.18)]
= -72.5 psf
3) Corners
P3 = 36.61*[(-2.8)
— (0.18)]
= -109.1 psf
Attachment Requirements Per RAS-117:
Based on the requirements of Florida Product Approval # FL1654-R12, Appendix 1, pg
10 of 31, System #W-33, with a maximum design pressure of-60.0psf; the following are
our recommended fastening patterns to attach the proposed Elastobase or Elastobase P
base sheet to the wood deck utilizing approved OMG Flat Bottom Plates (square) with
Roofgrip # 12 fasteners:
Field:
12"
o.c. @ 4"
laps and 2 staggered rows 12" o.c.
Perimeter:
12"
o.c. @ 4"
laps and 3 staggered rows 12" o.c.
Corners:
12"
o.c. @ 4"
laps and 5 staggered rows 12" o.c.
Notes: Corners and perimeter area dimension shall not be less than a = 3'0"
LIAR 19 2014
Contractor to verify that the fastening patterns meet manufacturer's
requirements for issuance of a warranty (as applicable).
All work shall be in compliance with the local building code product
control notice of acceptance and manufacturer specifications and Florida
Building Code 2010 Edition.
Wind load calculations based on ASCE 7-10, FBC 2010 and information
provided by client.
All work shall be inspected by our field engineer (or authorized
representative) or a building department inspector to verify compliance
with specifications.
Sincerely,
Mark A. Mesiano, P.E.
Florida Engineering & Testing, Inc.
Florida Reg. No. 48202
Certificate of Authorization No. 6923
Q(T_�P`xINI7Y I E R D
APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table
Deck
Application
Type
Description
Page
1A-1
Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
4-5
IA-2
Wood
New, Reroof (Tear -Off) or
Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
6
1B
Wood
New, Reroof (Tear -Off) or
Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
7
1C
Wood
New, Reroof (Tear -Off) or
Recover
C
Mech. Attached Insulation, Bonded Roof Cover
7
1D
Wood
New, Reroof (Tear -Off) or
Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
8
1E
Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
9-11
1F
Wood
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
it
2A
Steel or Conc.
New, Reroof (Tear -Off) or
Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
12
2B
Steel or Conc.
New, Reroof (Tear -Off) or
Recover
C
Mech. Attached Insulation, Bonded Roof Cover
13
2C
Steel or Conc.
New, Reroof (Tear -Off) or
Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
14
3A-1
Concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
15-18
3A-2
Concrete
New or Reroof (Tear -Off)
A-1
Bonded Temporary Roof, Bonded Insulation, Bonded Roof Cover
18-19
3B
Concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
19
4A
LWIC
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
20-21
4B
LWIC
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
21
4C
LWIC
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
22-24
5A
CWF
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
25
5B
CWF
New, Reroof (Tear -Off) or
Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
26
5C
CWF
New, Reroof (Tear -Off) or
Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
27
5D
CWF
New, Reroof (Tear -Off) or
Recover
C
Mech. Attached Insulation, Bonded Roof Cover
27
SE
CWF
New, Reroof (Tear -Off) or
Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
27
6A
Gypsum
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
28
6B
Gypsum
New, Reroof (Tear -Off) or
Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
28-29
6C
Gypsum
New, Reroof (Tear -Off) or
Recover
C
Mech. Attached Insulation, Bonded Roof Cover
29
6D .
Gypsum
New, Reroof (Tear -Off) or
Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
29
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
30-31
7B
Various
Recover
F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
31
The following notes amily to the systems outlined herein:
1. Roof decks shall be in -accordance with FBC requirements to the satisfaction of the AHJ. Wind load resistance of the roof deck shall be documented through proper codified
and/or FBC Approval documentation.
2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement:
➢ Wood: Minimum 0.75-inch penetration.
➢ Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
➢ Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocya n u rate, polystyrene, wood fiberboard, perlite, DensDeck, DensDeck Prime, DensDeck
DuraGuard, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat Roof Board that meets the QA requirements of F.A.C. Rule 9N-3 and is documented as meeting
FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.6, when installed with the roof cover.
Exterior Research and Design, LLC. d/b/a TrinitylERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
Evaluation Report P9290.02.08-R10 for FL1654-R12
Revision 10: 08/21/2013
pen 1, ge 1 of 31
QiTRINITYIERD
Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet,
bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal
or greater configuration to the steel and concrete deck listings.
Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in
the manufacturer's published instructions.
➢ HA (HA): Full coverage at 25-30 Ibs/square.
➢ Dow Insta-Stik Roofing Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c.
➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.
➢ OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: 01y8ond Green may be used
where OlyBond 500 is referenced.
➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
➢ 3M CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. Note: TITESET may be used where CR-20 is referenced.
➢ Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a
distance of one-half the ribbon spacing.
➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanu rate 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:
➢ Millennium One Step Foamable Adhesive (M-OSFA)
➢ OMG OlyBond 500 (OB500):
➢ OMG OlyBond 500 (OB500):
➢ OMG OlyBond 500 (OB500):
➢ OMG OlyBond 500 (OB500):
➢ 3M CR-20:
MDP
-157.5 psf
(Min. 0.5-inch thick)
MDP
-45.0 psf
(Min. 0.5-inch thick Multi -Max FA-3)
MDP
-187.5 psf
(Min. 0.5-inch thick ISO 95+ GL)
MDP
-315.0 psf
(Min. 0.5-inch thick ENRGY 3)
MDP
-487.5 psf
(Min. 0.5-inch thick ACFoam II)
MDP
-117.5 psf
(Min. 1.0-inch thick)
7. Bonded polyisocya nu rate insulation boards shall be maximum 4 x 4 ft.
8. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the
elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section
2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements.
9. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC
Chapter 16, and no rational analysis is permitted.
10. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall
review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
11. For existing substrates in a bonded recover installation, the existing roof system shall be examined for compatibility and bond performance with the selected adhesive, and
the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in
accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or TAS 124.
12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
Exterior Research and Design, LLC. d/b/a TrinitylERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
Evaluation Report P9290.02.08-R10 for FL1654-R12
Revision 10: 08/21/2013
Appendix 1, Page 2 of 31
L'E!� 0
PY
TTpINI"('YIERD
13. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
TABLE 1: POLYGLASs ROOF COVERS
Reference
Layer
Material
Application
BP -AA
Base
Polyglass G2 Base, FBC Approved ASTM D4601, Type II
HA at 20-40 Ibs/square
(Base and Ply sheets, Asphalt -Applied)
Ply
FBC Approved ASTM D2178, Type IV or VI or ASTM D4601, Type II
SBS-AA
Base or Ply
Elastobase, Elastobase Poly, Elastoflex V, Elastoflex S6
HA 20-40 Ibs/square
(SBS, Asphalt -Applied)
Cap
Elastoflex S6, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko MOP, Polyfresko MOP FR
at
Base or Ply
Elastoflex V, Elastoflex S6
SBS-TA
Elastoflex V, Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko MOP,
Torch -Applied
(SBS, Torch -Applied)
Ca P
Polyfresko MOP FR
SBS-SA
Base
Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR
Self
(SBS, Self -Adhering)
Cap
Elastoflex SA P, Elastoflex SA P FR, Polyfresko SBS SAP, Polyfresko SBS SAP FR
-Adhering
APP-TA
Base or Ply
Polyglass APP Base, Polyflex, Polybond
Torch -Applied
(APP, Torch -Applied)
Cap
Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko Torch, Polyfresko Torch FR
APP-SA
Cap
Polyflex SA P, Polyflex SA P FR, Polyfresko APP SAP, Polyfresko APP SAP FR, Polykool, Polybianko
Self -Adhering
(APP, Self -Adhering)
14. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing
Materials Directory for fire ratings associated with coating usage.
➢ PG200 Non Fibered Roof Coating or Mule -Hide 111 Non-Fibrated Roof Coating;
➢ PG300 Fibered Roof Coating or Mule -Hide 102 Fibrated Roof Coating;
➢ PG600 Non-Fibered Aluminum Roof Coating or Mule -Hide 416 Standard Non-Fibrated Aluminum Roof Coating;
➢ PG650 Fibered Aluminum Roof Coating or Mule -Hide 406 Standard Fibrated Aluminum Roof Coating;
➢ PG700 White Reflective Roof Coating;
➢ PG800 Non-Fibered Asphalt Emulsion Roof Coating or Mule -Hide 311 Emulsion Non-Fibrated;
➢ PG850 Fibered Asphalt Emulsion Roof Coating or Mule -Hide 301 Emulsion Fibrated;
➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating or Mule -Hide 410 Premium Non-Fibrated Aluminum Roof Coating;
➢ Polyplus 65 Premium Fibered Aluminum Roof Coating or Mule -Hide 401 Premium Fibrated Aluminum Roof Coating;
➢ Polybrite 70 White Elastomeric Roof Coating.
15. The following represent priming requirements for gypsum -based coverboards:
➢ DensDeck and DensDeck Prime shall be field -primed with PG100 prior to self -adhering or torch -applied membrane application. No priming is required for hot -asphalt membrane applications.
➢ SECUROCK Gypsum -Fiber Roof Board or DensDeck DuraGuard do not require field priming for any membrane application.
16. "MDP" = 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
loads.
Exterior Research and Design, LLC. d/b/a Trinity]ERD _ Evaluation Report P9290.02.08-R10 for FL1654-R12
Certificate of Authorization #9503
"i i= .v Revision 10: 08/21/2013
Appendix 1, Page 3 of 31
Prepared by: Robert Nieminen, PE-59166 0
TABLE 1E: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Deck (See Note 1)
Base Sheet
Roof Cover
MDP
Base
Fasten
Attach
Ply
Cap
No.
(psf)
Min. 19/32-inch plywood
at max. 24-inch spans
Elastobase or Elastobase Poly with
32 ga., 1-5/8-inch diameter tin
8-inch o.c. in 4-inch lap and 8-
(Optional) One or
SBS-SA,,
APP-SA
W-31
attached 4-inch o.c. with
poly top surface
caps with it ga, annular ring
inch o.c. in three, equally
more SBS-SA, SBS-
SBS-TA or
-60.0
8d common nails or 6-inch
shank nails
spaced, staggered center rows
TA or APP-TA
o.c. with #8 screws
APP-TA
Min. 19/32-inch plywood
(Optional) One or
at max. 24-inch spans
OMG Flat Bottom Plates (square)
12-inch o.c. in 4-inch lap and
more BP -AA,
SBS-AA,
W-32
attached 4-inch o.c. with
Elastobase or Elastobase Poly
with Roofgrip #12
12-inch o.c. in two, equally
AASBS-TA orr AP APP-
SBS-TA,
-60.0
8d common nails or 6-inch
spaced, staggered center rows
TA
APP-TA
o.c. with #8 screws
Min. 19/32-inch plywood
a
0
1
W-33
at max. 24-inch spans
attached 4-inch with
Elastobase or Elastobase Poly with
OMG Flat Bottom Plates (square)
12-inch o.c. in 4-inch lap and
12-inch o.c. in two, equally
One or more SBS-
SA, SBS-TA or APP-
SBS-SA,
APP-SA,
-60.0
8d common nails or 6-inch
or
Poly top surface
with Roofgrip #12
spaced, staggered center rows
TA
SBS-TA or
o.c. with #8 screws
APP-TA
Min. 15/32-inch thick
exterior grade plywood
6-inch o.c. at 2-inch lap and 6-
(Optional) BP -AA,
SBS-AA,
W-34
attached per Code to meet
Elastobase
Simplex MAXX Cap
inch o.c. in two, equally
SBS-AA, SBS-TA or
SBS-TA or
-90.0
pressure requirements.
spaced, staggered center rows
APP-TA
APP-TA
Min. 15/32-inch thick
OMG #12 Standard Roofgrip or
exterior grade plywood
OMG #14 Heavy Duty (min. 1-
6-inch o.c. at 4-inch lap and 6-
W-35
attached per Code to meet
Polyglass APP Base
5/8-inch long) with OMG 3"
inch o.c. in three, equally
(Optional) APP-TA
APP-TA
-90.0
pressure requirements.
Round Metal Plates or OMG Flat
spaced, staggered center rows
Bottom Metal Plates
Min. 15/32-inch thick
OMG #12 Standard Roofgrip or
exterior grade plywood
OMG #14 Heavy Duty (min. 1-
6-inch o.c. at 4-inch lap and 6-
(Optional) BP -AA,
SBS-AA,
W-36
attached per Code to meet
Elastobase (with sand top surface)
5/8-inch long) with OMG 3"
inch o.c. in three, equally
SBS-AA, SBS-TA or
SBS-TA or
-90.0
pressure requirements.
Round Metal Plates or OMG Flat
spaced, staggered center rows
APP-TA
APP-TA
Bottom Metal Plates
Min. inch thick
exteriorfor grade plywood
Trufast #12 DP orTrufast #14
6-inch o.c. at 4-inch lap and 6-
(Optional) BP -AA or
W-37
attached per Code to meet
Elastobase (with sand top surface)
HD (min. 1-5/8-inch long) with
inch o.c. in three, equally
SBS-AA
SBS-AA
-90.0
pressure requirements.
Trufast 3" Metal Insulation Plates
spaced, staggered center rows
Min. 19/32-inch plywood
at max. 24-inch spans
Elastobase or Elastobase Poly with
32 ga., 1-5/8-inch diameter tin
4-inch o.c. in 4-inch lap and 4-
(Optional) One or
SBS-SA,
APP-SA,
W-38
attached 6-inch o.c. with
poly top surface
caps with 11 ga, annular ring
inch o.c. in four, equally
more SBS-SA, SBS-
SBS-TA or
-97.5
#8 screws
shank nails.
spaced, staggered center rows
TA or APP-TA
APP-TA
Min. inch thick
exteriorfor grade plywood
6-inch o.c. at 2-inch lap and 6-
(Optional) BP -AA,
SBS-AA,
W-39
attached per Code to meet
Elastobase
Simplex MAXX Cap
inch o.c. in three, equally
SBS-AA, SBS-TA or
SBS-TA or
-105.0
pressure requirements.
I
I
Ispaced, staggered center rows
APP-TA
APP-TA
Exterior Research and Design, LLC. d/b/a Trinity]ERD '�� CCPY
Evaluation Report P9290.02.08-R10 for FL1654-R12
Certificate of Authorization #9503 Revision 10: 08/21/2013
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 10 of 31
�I I 'r
�! ri -.'.
Joe Cido
From: Joe Cicio
Sent: Tuesday, March 04, 201411:03 AM
To: 'walshroof ing@bellsouth.net'
Cc: 'leonardberg@comcast.net'; Joe Cicio
Subject: Review comments for Permit Number 1402-0103
Attachments: Report_FL_Review_Comments_Noncompliantjrf[1].pdf
Dear St. Lucie County Permit Applicant,
Please see the attached plan review comments which have been generated for your permit. As soon as we receive the
modified plans and any additional required documentation back from the design professional , contractor or owner we
will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have
been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to
permitting for permit issuance.
Thank you,
Joseyk. )K. e4Cio
Plates Examiler11
Standard Building Inspector
Building Plans Examiner
One and Two FamtlyDwelling lnspector
One and Two Family Plans Examiner
St. Lucie County Platvting and Development Services
772-462-1553
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and /
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue,
Fort Pierce, FL. 34982
Phone:(772)462-2172 Fax:(772)462-6443
PROPERTY INFORMATION
Address: 3401 Indian River Dr
City / State / Zip: Fort Pierce, FI 34982
Parcel #: 2426-502-0006-000/7
Zoning: RE-2
APPLICATION INFORMATION
Permit Number: 1402-0103
Permit Type: ROOF PERMIT - OTHER
CONTRACTOR INFORMATION
Contractor Name:
Michael K Walsh
Business Name:
Michael Kevin Walsh Roofing Inc
Business Addr:
1926 Se Doverbrook St
City / State / Zip:
Port St Lucie, FI 34983
REVIEWS AND COMMENTS
REVIEW COMMENTS
1
Owner(s):
Leonard Berg / Peggy W Berg
Jurisdiction: ST LUCIE COUNTY
Lot#: 4 Block:
Stories: Automatic Sprinkler System? No
Fax Number: 772-781-0901
Email: Walshroofing@Bellsouth.Ne
t
Review Type
Status Reviewed By Date Started Date Completed Date Released
FRONT COUNTER REVIEW
COMPLETE Angela Huff 2110/2014 2/10/2014 2110/2014
Comment:
PLANS EXAMINER
REVIEW
INCOMPLETE Joe Cicio 3/4/2014
Comment:
NEED IDENTIFICATION OF THE 3 PRESSURE ZONES W/ DUPLICATE ROOF SCHEMATICS' INCLUDE ALL
3/4/2014
DIMENSIONS AND FASTENER ENHANCEMENTS AS REQUIRED
3/4/2014
Comment:
THIS IS IN A 165 M.P.H. ZONE EXPOSURE "D"
3/4/2014
Comment:
ROOF DECKING MUST BE SCREWED TO 19/32" PLYWOOD DECK PER DESCRIPTION
3/4/2014
Comment:
PLS ADDRESS THE ROOF EQUIPMENT ON THE FRONT FLAT AREA
3/4/2014
Comment:
COMMENTS MAILED AND E-MAILED AS OF THIS DATE
0 0
Joe Cicio
From:
Sent:
To:
Cc:
Subject:
Good afternoon,
Joe Cicio
Tuesday, March 18, 2014 2:45 PM
walshroofing@bellsouth.net
Joe Cicio
Permit Number 1402-0103
Please submit the original, signed, dated and sealed engineering in duplicate for this project
Thank You
Jaseyk. )t. Cicio
Plans Examiner II
Standard Building Inspector
Building Plans Examiner
One and Two Family Dwelling Inspector
One and Two Family Plans Examiner
St Lucie County Planning and Development Services
772-462-1553
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
Planning & Development Services
Building & Code Regulation Division.
2300 Virginia Avenue
Fort Pierce, FL 34982
Phone:( 721462.2172 Fax:(7721462.6443
fflegRTY INFORMATIQIt(
Address:
3401 Indian River Dr
City / State I Zip:
Fort Pierce, FI 34982
Parcel#:
2426-502-0006-000/7
Zoning:
RE-2
APPLICATION INFORMATION
Permit Number,
1402-0103
Permit Type:
ROOF PERMIT - OTHER
CONTRACTOR INFORMATION
Contractor Name- Michael K Walsh
Business Name: Michael Kevin Walsh Roofing Inc
Business Addr: 1926 Se Doverbrook St
City / State / Zip: Port St Lucie, FI 34983
REVIEW COMMENTS
e1
Owned$):
Leonard berg / Peggy W Berg.
Jurisdiction: ST LUCIE COUNTY
LOW- 4 Block:
Stories: Automatic Sprinkler System? No
Fax Number: 772-781-0901
Email: Walshroofing@Sellsouth.Ne
t
REVIEWS AND COMMENTS
Review = Status Reviewed By DataStettttd Pate Completed Date R®leas®d
FRONT COUNTER REVIEW COMPLETE Angela Huff 211012014 2/10/2014 2/1012014
Comment:
PLANS EXAMINER REVIEW INCOMPLETE doe CICIa 3/4/2014
3/4/2014 Comment: NEED IDENTIFICATION OF THE 3 PRESSURE ZONES W/ DUPLICATE ROOF SCHEMATICS * INCLUDE ALL
DIMENSIONS AND FASTENER ENHANCEMENTS AS REQUIRED
3/4/2014 Comment: THIS IS IN A 165 M.P.H. ZONE EXPOSURE "D"
3/4/2014 Comment: ROOF DECKING MUST BE SCREWED TO 19182" PLYWOOD DECK PER DESCRIPTION
3/4/2014 Comment: PLS ADDRESS THE ROOF EQUIPMENT ON THE FRONT FLAT AREA
3/4/2014 Comment: COMMENTS MAILED AND E-MAILED AS OF THIS DATE �41L41
ST LUCIE COUNTY BUILDING
Pre•Revieived Not in Compiianco
Revioved By: G
Date, o_%?. ot/.
MIGi--A• L- }/.EVIN WALSf- 1z00FINC-1 INC.
3520 SW Armellini Ave. #C1
Palm City, FL 34990
(877) 597-ROOF
(772) 781-0900 PHONE
(772) 781-0901 FAX
Email: WALSHROOFING aCBELLSOUTH.NET
FAX 77�-A N,S M I TTA L- 7=0 aM
TO: FROM: Walsh Roofing
NAME:
DATE SENT: 0311812014
PHONE:
NUMBER OF PAGES: 4
FAX:
FAX: (772) 781-0901
Subject: Permit Application Additional Information
Message:
Following is the requested information for
permit application 1402-0103.
"WATERTIGHT EVERY NIGHT"
%L
ENGINEERING &TESTING, INC.
Phone: (866) 781-6889 *Fax: (866) 784-8550
ww`v.tloridaengineeringandtesting.com
250 S.W.13`h Avenue
Pompano Beach, FL 33069
DATE: 3/14/14 JOB ORDER ##: 14-878
CLIENT: Michael Kevin Walsh Roofine
,ADDRESS: 3520 S.W. Armellinx ,Avenue - C1 Palm City, Florida 34990
PROJECT: Berg Residence Flat Wood Roof Deck
ADDRESS: 3401 Indian River Drive _ Fort Pierce, Florida
FDC 2010/ASCE 7-10 DESIGN PRESSURE CALCULATIONS
Project Information:
Height = 15' Exposure: D
Length ^ 46' Category: If
Width = 12' Slope: < 7°
Parapet Wall: < 3' Residential
Design Calculations:
Basic/Ultimate Wind Speed; Vurt=165 mph
Nominal Wind Speed: Vasd=Vuit*0.6
(asd = allowable strength design)
Kz = 1.03, Kzt =1.0, Kd = 0.85
Velocity Pressure: q = 0.00256*KZKZtK.dV2
Velocity Pressure (uti): q=0.00256(1.03)(1.0)(0.85)(165)21 = 61.02 psf
Velocity Pressure (.d): q=0.00256(1.03)(1.0)(0.85)(165*0.6)2) = 36.61 psf
Width of Pressure Coefficient: 0.l(16') = 1.6'
0.4(15') = 6.0' ) use: 3'0"
Effective Wind Area: <lW
For parapet height three feet (3') or larger, zone three (3) shall be treated as zone two (2).
External Pressure Coeffick-At:
1)
GCP1 =
-1.0
2)
GCP2 =
-1.8
3)
GCP3 =
-2.8
Internal Pressure, Coefficient:
1) GCP; = 0.18
Qtcalzty ,l�t� �� ./�8srararece
Page 2, 3/14/14, Job 091041,4-878
Mchael Kevin Walsh Roofing - Berg Residence
Flat Residential Wood Roof Deck
3401. Xndian River )Drive; Fort Pierce, FL--
Desian Pressures Based on Vasa:
1)
Field
P1 =
36.61*[(-1.0) — (0.18)] = -43.2 psf
2)
Perimeter
P2 =
36.61*[(-1.8) -- (0.18)] -72.5 psf
3)
Comers
P3 =
36.61*[(-2.8) — (0.18)] _ -109.1 psf
Attachment Requirements Per RAS-I17:
Based on the requirements of Florida Product Approval # FL1654-R12, Appendix 1, pg
10 of 31, System #W-33, with a maximum design pressure of-60.Opsf; the following are
our recommended fastening patterns to attach the proposed Elastobase or Elastobase P
base sheet to the wood deck utilizing approved OMG Flat Bottom Plates (square) with
Roofgrip # 12 fasteners:
Field:
12"
ox. @ 4"
laps and 2 staggered rows 12" o.c.
Perimeter:
12"
o.c. @ 4"
laps and 3 staggered rows 12" o.c.
Corners:
12"
o.c. @ 4"
laps and 5 staggered rows 12" o.c.
Notes: Corners and perimeter area dimension shall not be less than a = TO"
Contractor to verify that the fastening patterns meet manufacturer's
requirements for issuance of a warranty (as applicable).
All work shall be in compliance with the local building code product
control notice of acceptance and manufacturer specifications and Florida
Building Code 2010 Edition.
Wind load calculations based on ASCE 7-10, FBC 2010 and information
provided by client.
All work shall be inspected by our field engineer (or authorized
representative) or a building department inspector to verify compliance
with specifications.
Sinmiely, "
Mark A. Mesiano, P.E.
Florida Engineering & Vesting, Inc.
Florida Reg. No. 48202
Certificate of Authorization No. 6923
i
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DMSION
NOTICE OF ACCEPTANCE (NOA
Polyglass USA, Inc.
150 Lyon Drive
Fernley, NV 89408
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
ST. LUCK COUN"BUILDING D ION
Pre -Reviewed Not
SCOPE:+�i4iaps�.a
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Polyglass Self -Adhered Roof System over Wood Decks
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA 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 renews NOA# 12-0818.07 and consists of pages 1 through 26.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 13-0514.10
Expiration Date: 10/11/17
Approval Date: 09/26/13
Page 1 of 26
ROOFING ASSEMBLY APPROVAL
Category
Roofing
Sub -Category:
Modified Bitumen
Materials
SBS/APP/TPO
Deck Type:
Wood
Maximum Design Pressure
-112.5 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
Elastobase 65' 2" x 3' 3-3/8" ASTM D 6163, SBS modified asphalt coated fiberglass reinforced
Type I base sheet.
Elastobase P
5' 2" x 3' 3-3/8"
ASTM D 6164,
SBS modified asphalt coated polyester reinforced base
Type I
sheet.
Elastoflex SA V FR
32' 6" x 3' 3-3/8"
ASTM D 6163,
Self -adhered, fiberglass reinforced, SBS modified
(1.5-mm)
Type I
bitumen membrane with a self -adhering back face and
a smooth top surface.
Elastoflex SA V
32' 6" x 3' 3-3/8"
ASTM D 6163,
Self -adhered, fiberglass reinforced, SBS modified
PLUS FR
Type I
bitumen membrane with a self -adhering back face and
a smooth top surface.
Elastoflex SA V (1.5-
32' 6" x 3' 33/8"
ASTM D 6163,
Self -adhered, fiberglass reinforced, SBS modified
mm)
Type I
bitumen membrane with a self -adhering back face and
a smooth top surface.
Elastoflex SA V 32' 6" x 3' 33/$"
ASTM D 6163,
Self -adhered, fiberglass reinforced, SBS modified
PLUS
Type I
bitumen membrane with a self -adhering back face and
a smooth top surface.
Elastoflex SA P FR 32' 6" x 3' 3-3/8"
ASTM D 6164,
Self -adhered, polyester reinforced, SBS modified
Type I
bitumen membrane with a self -adhering back face and
a granule top surface.
Elastoflex SA P 32' 6" x 3' 3-3/8"
ASTM D 6164,
Self -adhered, fiberglass reinforced, SBS modified
Type I
bitumen membrane with a self -adhering back face and
a granule top surface.
Polyflex SA P 32' 6" x 3' 33/8"
ASTM D 6222,
Self -adhered, polyester reinforced, APP modified
Type I
bitumen membrane with a self -adhering back face and
a granule top surface.
Polyflex SA P FR 32' 6" x 3' 33/8"
ASTM D 6222,
Self -adhered, polyester reinforced, APP modified
Type I
bitumen membrane with a self -adhering back face and
a granule top surface.
Polyfresko SBS SAP 32' 6" x 3' 33/8"
ASTM D 6164,
Self -adhered, fiberglass reinforced, SBS modified
Type I
bitumen membrane with a. self -adhering back face and
a granule top surface.
NOA No.: 13-0514.10
Expiration Date: 10/11/17
Approval Date: 09/26/13
Page 2 of 26
Polyfresko SBS SAP
32' 6" x 3' 33/8"
ASTM D 6164,
Self -adhered, fiberglass reinforced, SBS modified
FR
Type I
bitumen membrane with a self -adhering back face and
a granule top surface.
Polyfresko APP SAP
32' 6" x 3' 33/8"
ASTM D 6222,
Self -adhered, polyester reinforced, APP modified
Type I
bitumen membrane with a self -adhering back face and
a granule top surface.
Polyfresko APP SAP
32' 6" x 3' 33/8"
ASTM D 6222,
Self -adhered, polyester reinforced, APP modified
FR
Type I
bitumen membrane with a self -adhering back face and
a granule top surface
PolyKool
32' 10" x 3' 33/8"
ASTM D6222
Self -adhered, polyester reinforced, APP modified
Type I
bitumen membrane with a self -adhering back face and
a white film laminate on the top surface.
PG325 Cold Process 1, 3, 5, 50, 55 gal. or ASTM D3019
Adhesive tube Type III
PG100 Asphalt Primer 1, 3, 5, 50, 55 gal, ASTM D41
tube or 17 oz. spray
can
PG350 Mod Bit 1, 3, 5, 50, 55 gal. or ASTM D3019
Adhesive tube Type III
PG400 Plastic Roof 1, 3, 5, 50, 55 gal. or ASTM D4586
Cement tube ASTM D3409
PG425 Wet/Dry Roof
Cement
PG450 Flashing
Cement
PG500 MB Flashing
Cement
Polyplus 35 Premium
Mod Bit Adhesive
Polyplus 45 Premium
Flashing Cement
Polyplus 50 Premium
MB Flashing Cement
Polyplus 55 Premium
Modified Flashing
Cement
1, 3, 5, 50, 55 gal. or ASTM D4586
tube ASTM D3409
1, 3, 5, 50, 55 gal. or ASTM D4586
tube
A fibered cold process adhesive for use with roll or
BUR roofing.
A penetrating solution of solvent and a blend of
selected asphalts used to promote adhesion.
A fibered rubberized adhesive designed for use with
modified bitumen membranes.
A thick, fibered, rubberized flashing cement for use in
dry or damp conditions.
A thick, fibered, rubberized flashing cement for use in
dry or damp conditions.
A thick, fibered, rubberized flashing cement.
1, 3, 5, 50, 55 gal. or
ASTM D4586
A thick, fibered, rubberized flashing cement for use
tube
with modified bitumen membranes.
1, 3, 5, 50, 55 gal. or
ASTM D3019
A fibered rubberized adhesive designed for use with
tube
Type III
modified bitumen membranes.
1, 3, 5, 50, 55 gal. or
ASTM D4586
A thick, fibered, rubberized flashing cement.
tube
1, 3, 5, 50, 55 gal. or
ASTM D4586
A thick, fibered, rubberized flashing cement for use
tube
with modified bitumen membranes.
1, 3, 5, 50, 55 gal. or
ASTM D4586
A mastic compound for use as a roof flashing
tube
adhesive.
NOA No.: 13-0514.10
MIAMI•DADE COUNTY Expiration Date: 10/11/17
Approval Date: 09/26/13
Page 3 of 26
APPROVED INSULATIONS:
TABLE 2
Product Name
Product Description
Manufacturer
(With Current NOA)
Polytherm-H
Polyisocyanurate foam insulation
Polyglass USA, Inc.
Polytherm
Polyisocyanurate foam insulation
Polyglass USA, Inc.
Polytherm Composite
Polyisocyanurate/perlite composite insulation.
Polyglass USA, Inc.
ACFoam-II
Polyisocyanurate foam insulation
Atlas Roofing Corp
ACFoam-III
Polyisocyanurate foam insulation
Atlas Roofing Corp
High Density Wood Fiberboard
Wood fiber insulation board
Generic
Perlite Insulation
Perlite insulation board
Generic
Type X Gypsum
Fire resistant rated gypsum.
Generic
DensDeck, DensDeck Prime
Gypsum insulation board
Georgia-Pacific
H-Shield
Polyisocyanurate foam insulation
Hunter Panels, LLC
H-Shield CG
Polyisocyanurate/perlite composite insulation
Hunter Panels, LLC
ENRGY-3, JM ISO 3
Polyisocyanurate foam insulation
Johns Manville Corp.
Fesco Board
Expanded mineral fiber
Johns Manville Corp.
Multi -Max FA-3
Polyisocyanurate foam insulation
Rmax Operating, LLC.
SECUROCK Gypsum -Fiber Roof Board
Fiber reinforced coverboard
United States Gypsum
Corporation
NOA No.: 13-0514.10
Expiration Date: 10/11/17
Approval Date: 09/26/13
Page 4 of 26
APPROVED FASTENERS:
TABLE 3
Fastener
Product
Product
Manufacturer
Number
Name
Description
Dimensions
(With Current NOA)
1.
Dekfast Fasteners #12, #14
Insulation fastener for wood,
SFS Intec, Inc.
& #15 HS
steel and concrete decks
2.
Dekfast Galvalume Steel
Galvalume hex stress plate.
2 7/8" x
SFS Intec, Inc.
Hex Plate
3 '/4"
3.
Dekfast Dekflat Round
Polypropylene locking
3" x 3 1/4"
SFS Intec, Inc.
Plastic Lock Plate
plate.
4.
#12 & #14 Roofgrip
Insulation and membrane
Various
OMG, Inc.
fastener
5.
Flat Bottom Metal Plate
A2-SS aluminized steel plate
3" square
OMG, Inc.
6.
Plastic Plate
Polyethylene stress plate
3.2" round
OMG, Inc.
7.
Tru-Fast #14 HD Fastener
Insulation fastener for steel and
Altenloh, Brinck & Co.
wood decks
U.S., Inc.
8.
Tru-Fast 3" Metal Insulation
Round Galvalume AZ50 steel
3.23 round
Altenloh, Brinck & Co.
Plate
plate
3" round
U.S., Inc.
9.
Polygrip Fasteners #12, #14
Insulation fastener for wood,
Various
Polyglass USA, Inc
& #15
steel and concrete decks
10.
Polygrip Hex Plates
Galvalume hex stress plate.
2 '/8" x
Polyglass USA, Inc
3 I/4"
11.
Dekfast Galvalume Steel 3
3" round galvalume AZ50 steel
3" round
SFS Intec, Inc.
in. Round
plate
12.
Millennium One -Step TM
Insulation Adhesive
Various
Adco Products
Foamable Adhesive
NOA No.: 13-0514.10
Expiration Date: 10/11/17
Approval Date: 09/26/13
Page 5 of 26
APPROVED SURFACING:
TABLE 4
Product
Product
Name
Description
PG200 Non-Fibered Roof Coating
A non fibered asphaltic coating used
to add life and rejuvenate existing
BUR roofing substrates.
PG300 Fibered Roof Coating
An asphalt cutback fibered roof
coating. May be applied by brush or
spray equipment to rejuvenate aged
BUR
PG600 Non-Fibered Aluminum
Non-fibered aluminum roof coating.
Roof Coating
PG650 Fibered Aluminum Roof
Fibered aluminum roof coating.
Coating
PG700 White Elastomeric Roof
A premium white elastomeric acrylic
Coating
based roof coating (water -based). A
polyester fabric may be used for
reinforcement with this coating.
PG800 Non-Fibered Asphalt
An asphalt base, un-fibered clay
Emulsion Roof Coating
emulsion
PG850 Fibered Asphalt Emulsion
An asphalt base, fibered clay
Roof Coating
emulsion
Polyplus 65 Premium Fibered
Fibered aluminum roof coating.
Aluminum Roof Coating
Polyplus 60 Premium Non-
Non-fibered aluminum roof coating.
Fibered Aluminum Roof Coating
Polybrite 70 White Elastomeric A premium white elastomeric acrylic
Roof Coating based roof coating (water -based). A
polyester fabric may be used for
reinforcement with this coating.
Gravel To be installed in a flood coat of
approved asphalt at 60 lbs/sq
Slag To be installed in a flood coat of
approved asphalt at 60 lbs/sq
Application
Rate
1'/2-2 gal/sq
Specification Manufactur
er
TAS 140 Polyglass
USA, Inc.
11/2-2 gal/sq ASTM D4479
1/Z-1 gal/sq ASTM D2824
Type I
1'/2-2 gaUsq ASTM D2824
Type III
1-1'/z gal/sq ASTM D6083
3 gaUsq in
ASTM D1227
two coats
3 gaUsq in
ASTM D1227
two coats
11/2-2 gal/sq
ASTM D2824
Type III
'/2-1 gal/sq
ASTM D2824
Type I
1-11/z gal/sq
ASTM D6083
400lbs/sq N/A
300lbs/sq N/A
Polyglass
USA, Inc.
Polyglass
USA, Inc.
Polyglass
USA, Inc.
Polyglass
USA, Inc.
Polyglass
USA, Inc.
Polyglass
USA, Inc.
Polyglass
USA, Inc.
Polyglass
USA, Inc.
Polyglass
USA, Inc.
Generic
Generic
NOA No.: 13-0514.10
Expiration Date: 10/11/17
Approval Date: 09/26/13
Page 6 of 26
EVIDENCE SUBMITTED:
Test Agency
Test Name/Report
Report No.
Date
Factory Mutual Research
4470
J.I. 2W7A7.AM
08.04.94
Corporation
4450
2D5A9.AM
06.22.99
4470
J.1. 3001334
02.15.00
4470
J.1. 3000857
01.12.00
4470
J.1. 3004091
01.12.00
4470
3012321
07.29.07
4450
3014751
08.27.03
4450
3019317
06.30.04
4470
3014692
08.05.03
Trinity ERD
TAS 114
11752.09.99-1
02.08.00
TAS 114
02764.09.05
09.09.05
TAS 114
020843.02.05-1
02.10.05
TAS 114
02762.03.05
03.30.05
TAS 117(B)-ASTM D903
020841.06.04
06.02.04
TAS 114
P1734.07.06-R1
02.27.07
TAS 114
02843.07.07
07.23.07
TAS 114
P1738.02.07
02.05.07
TAS 114
P1739.01.07
01.23.07
TAS 117(B)-ASTM D6862
C8500SC.11.07
11.30.07
ASTM D6164 / ASTM D6222
P10490.08.08
08.13.08
ASTM D6164 / ASTM D6222
P10490.10.08-R1
10.03.08
ASTM D6222
P7400.03.08-R2
10/09/08
TAS 114(D) — ASTM D1876
P10070.10.08
10/09/08
ASTM D6222
P10490.10.08-2
10/30/08
FM 4470 & TAS 114
P33970.03.11
03/15/11
ASTM D6163 / ASTM D 4601
P33960.03.11
03/15/11
ASTM D6164
P37590.07.13-1
07/02/13
ASTM D6164
P37590.03.13-3A
03/06/13
ASTM D6163
P37590.03.13-2-R1
02/05/13
ASTM D6222
P37590.09.13
0912/13
PRI Asphalt Technologies
ASTM D6222
PUSA-061-02-02
01/28/08
ASTM D6222
PUSA-062-02-02
12/04/08
ASTM D6163
PUSA-064-02-02
02/27/08
NOA No.: 13-0514.10
Expiration Date: 10/11/17
Approval Date: 09/26/13
Page 7 of 26
Membrane Type: SBS/APP
Deck Type 1: Wood, Non -Insulated
Deck Description: 19/32" or greater plywood or wood plank, fastened to supports spaced 24" o.c. and to blocking
members spaced 48" o.c. with TruFast TP #IOx2-7/8" screws spaced'6" o.c.
System Type E(4): Base sheet is mechanically attached to roof deck.
All General and System Limitations apply.
Base Sheet: One ply of 91astobase or Elastobase P fastened to the deck as described below:
Fastening: Attach base sheet using 12 ga. ring shank nails and tin caps spaced 4" o.c. in a 4" lap and 4" o.c.
in four equally spaced staggered rows in the center of the sheet.
Ply Sheet: One or more plies oClastoflex SA� Elastoflex SA V PLUS, Elastoflex SA V FR, or
Elastoflex SA V PLUS FR self -adhered.
Membrane: One ply of Polyfresko SBS SAP, Polyfresko SBS SAP FRj �lastof'exv§A�P�, Elastoflex SA P FR
self adhered.
Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
Maximum Design
Pressure: -97.5 psf, (See General limitation #7.)
NOA No.: 13-0514.10
MIAMMADECOUNTY Expiration Date: 10/11/17
Approval Date: 09/26/13
Page 23 of 26
WOOD DECK SYSTEM LIMITATIONS:
1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product
Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied
within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the
top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size
shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations
when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot
mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at
each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the
strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 12 lbs./sq.
Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 2751bf., as
tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below
2751bf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum
fastener resistance value in conjunction with the maximum design value listed within 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 Florida registered Professional Engineer, Registered Architect, or
Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal
resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing
Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing
Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional
Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred
within this NOA, General Limitation #9 will not be applicable.)
8. 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.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field,
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at
enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically
referred within this NOA, General Limitation #7 will not be applicable.)
END OF THIS ACCEPTANCE
NOA No.: 13-0514.10
MIAMI•DADECOUNTY Expiration Date: 10/11/17
Approval Date: 09/26/13
Page 26 of 26
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