HomeMy WebLinkAboutREVIEW COMMENTPlanning & Development) Sarvias
Building 8 Code Regulation Division
2300 Virginia Avenue
FortPierce. FL. 34902
Address:
City / State / Zip:
Parcel #:
Zoning:
Permit Number:
Permit Type:
Contractor Name:
Business Name:
Business Addr:
City / State / Zip:
7
2 Nw Mariner Ct
City, FI 34990
- MODIFIED BITUMEN
REVIEW COMMENTS
7
Owner(s):
Audrey R Crandall / William B Crandall
Jurisdiction: SAINT LUCIE COUNTY
Lot#: Block:
Stories:
i B Late
Roofing Systems 'The Metal Roof Experts" Inc
Se Waaler St
FI 34997
Review Type Status
FRONT COUNTER REVIEW COMPLETE
Comment
NOTIFIED FOR PICK UP PENDING
PLANS EXAMINER REVIEW
2/23/2022 Cor
Reviewed By
Ellen Vaughn
Ellen Vaughn
Automatic Sprinkler System? No
Fax Number:
Email: Terri @Themetalroofexperts.
Net;Katherine ®Themetalro
ofexperts.Net
Date Started Date Completed Date Released
2/21/2022 2/21/2022 2121/2022
INCOMPLETE William Durden ?J=022
t: SUBMITTED PRODUCT APPROVAL DOES NOT MEET THE MINIMUM DESIGN PRESSURES REQUIRED,
PLEASE RESUBMIT. SEE SECTION 107 OF THE 2020 FLORIDA BUILDING CODE.
f +,5"e ,5 a¢ /leLAJ de�D C(d�. gFely a (
t
f-lnwla ii�. q - ndp Online
1' 3 P4
8CiS ome Log in If&d1 RrgiStr,%h v •f it ' ,lac t m 1 Siirrh,t•ge
stats A Fars P1iblications i,nntert c F
Product Approval
db'pr
e USER Put11lr Ut.r
Application Detail
FL 9
ft_1654-R-
Appl cation. Tvpe
Revision
Coat version
2111n
Applcation Status
approved
Corn ents
Arch ved
Prod ict Manufacturer
POLYGLASS USA
Aqd sslPhone/Entail
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1330 Ext 242
malpert Opolyglass.corn
Auth rized Signature
Maury Alpert
malpert Apolyglass. com
Tech Ical Representative
TECH REP
Add{ ss. Phone/Email
1 1 1 1 West Newport Center Drive
Deerfield Beach, FL 33442 I
18661802-8017
uspolyglasstechn(calC)polvglass.com
Quail y Assurance Representative
QA REP
Acidr ss; Phone/Email
1 I I 1 West Newport Center Drive
Deerfield Beach, FL 33442
(888) 4 10-1375
usool yglasstechnical9polyglass,com
Catec cry
Roofing
Subc tegory
Modified Bitumen Roof System
Com liance MethoC
Evaluation Report from a Florida Registered Arch
Professional Engineer
J
Evaluation Report - Harocopy Receivee
FloridaEngineer or Architect Name who rleveluDeq the
Robert Nierninen
Evaiu tion Report
Floricla License
PE-59166
Quell V Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
11/07,'2022
VallcIz led By
John w Knezevich. PE
Validation Checklist - Hardcopy Receives
Certificate of Independence
wit);-1 K.�'_-Ql��Q�Q1 C011_^!1_ylEMlNtf4.•!uI
htlptrwwwllondabuAdmgor4'pripr ape dllasp ■�naramawGEVXOwti)n. or; i17w`,,;iri+FgUPv2pw6pK•AnNIaOnXrKmO3=9HlyOAYxjO.3cl%3d 1 II
3111 2021
Date
Date
Date
Date
FL
16
part
ADD
elanna Runa •-a :.nae Online
Standard and Year (of Standard standard
ASTM D4601
ASTM D4897
ASTM D6162
ASTM D6163
ASTM D6164
ASTM D6222
ASTM D6509
ASTM GI5S
FM 4470
FM 4474
UL 1897
of Product Standards
By
from the Code
Approval Method Method I Option D
3mittec
10/02/2020
(dated
10/04/2020
idinq FBC Approval
1011212020
)roved
12/15/2020
of Products
Model, Number or Name
Polvglass Modified Bitumen Roof
Systems
of Use
ved for use In HVIi No
ved for use outside HVH2: yes
A Resistant: N, A
n Pressure: +N/A/-622.5
l.) The design pressure m this application relates to one
ar assembly over concrete deck Refer to the ER
Its for other systems and deck types 2 1 Refer to ER.
5 for other Limits of Use. 3.) Refer to FL16717 for HVH2
Description
SBS and APP modified bitumen roof syt
Installation Instructions
FL1654 R27 11 2020 09 30 FLr9A,
ULPW
Verified By: Robert Nieminen PE-5916t
Created by Independent Third Party
Evaluation Reports
EL16S4 R27 AE 2020 09 30 °1hA�
R.'.7. Dd f
Created by Independent Third party Y
Contill Js -601 Blau Stone Road, Tallahas< FL 32399 Phone. 850-41l IA24
State of Florida •s an AA; EEO empiovnr Gneytt9h11007- 013 State at Florida 2LblALy Statement A <sibihpSl
JoCr, Florida law, email addresses are pubht retards It vpu do not war, your -,a,l address released n resprinsr to k and
electronic mall to this e11c, Instead contact Tor nmr,- by citione or try irad'unnal mall It you have any Questions, please i0'
Section 455.275(11, Florida Statutes. effective October 1. 2012. licensees licensed under Chapter 455, F.S muff provide the
if that have one The emads provided may he 'iced for nfht to$ communication with the licensee However email addresses art
tp supply a lHil.'al arldress. please provldr thr Department with an email address which can be made aya.lable to the p,
licensee under Chapter 455. F S.. please click hem
Product Approval Accepts:
®®®00
helps lvewyv 9orlpabulltlmp pro prlpr_apv_dtl aspr°param=wGEVXOwtDavddu2w*e2bn44UPv2pw6pK•AhNlsOb%aKmD3s9HIVOAysu09.3d%M 71
NEMO I etc.
353 Christian Street. Unit a13
Oxford, CT 06478
Q03) 262.9245
EVALIIATI Tf s' CONSULT
Pelyglass USA Inc. Evaluation Report P9290.02.011-11125
1111 West Nei Port Center Drive rt 165a RJ'
Deerfield BeaC i, FL 33442 Date of Issuance: 02/1Ill
(9S4) 233.1330 Revision 2S: 09/30/2020
SCOPE
This Evaluation Report is Issued under Rule 611320-3 and the applicable rules and regulations governing the use of
construction m terlals in the State of Florida The documentation submitted has been reviewed by Robert Ntemmen.
P E for use of he product under the Florida Building Code The product described herein has been evaluated for
compliance wit me Th Edition (2020) Florida Building Code sections noted herein
ofSCRIPTION: P Tlyglass Modified Bitumen Roof Systems
LABELING: Labl
herein
CONTINUED COR
Quality Assura
Acceptance of
changes to th
complete revl4
displayed in at
entirety
INSPECTON: Up
Its distributors
This Evalua
Prepared by:
Robert J.M. NII
Hor'do Reprarrab.
CERM"Tp M IN
1 NEMO ETC. I
If stebutmg 1
NE MO ETC 1
1 Robed Niem
which the ev
4 Robert Niem
p•adu(t
Th., -, A nu.I
P•mrrt tin ve
soeafeuuv 1.
shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
LIANCE: This Evaluation Report is valid until such time as the named product(sl changes, the referenced
:e or production facility location(s) changes, or Code provisions that relate to the product(s) change
ur Evaluation Reports by the named client constitutes agreement to notify NEMO ETC. LLC of any
product(s). the Quality Assurance or the production facility locationlsl NEMO ETC, LLC requires a
of its Evaluation Report relative to updated Code requirements with each Code Cycle
The Florida Product Approval Number (FLU) preceded by the words "NEMOletc. Evaluated" may be
erllsmg literature tf any portion of the Evaluation Report is displayed. then it shall be done in its
t request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
Ind shall be available for Inspection at the lot) site at the request of the Budding Official
1etiort consists of pages 1 through S. plus a 94 page Appendix
I
rnlnen, P.E. r»• ..,.M.,.
d No 59166. Fiohda PCA All 1981 ....,, c•' n+'l r i on CarMilalC rho doe.term ...v. .t a-
.�.. Mn.a anl
gll NotNll
.E does not have nnr dtw(n intend to a,if I., n wJ itqu,re, a financial interest in any company manufacturing or
'Courts 11 evaluate,
C R not owned. operated or Controlled IT, an, . model manufacturing of distributing products II evaluates
we P F noes not have nor will acquire a f nan-,al mtPreV in any company manufacturing or distributing products for
lualon reports are being',,uea
Ten P E does not have nor re acquire- i .. qnr al nn•re%l •r• anv other entity involved in The approval process of the
Ina tour evaluennn Nenhn NEMO ETC LL( ^o- Ruor•t Nmmleee P E are 'n any way the Devil of Record fur any
neh th,, Evaluil Repnn r r Prm.um.. vnn,nns let w/was fired foe Permitting of deign guidance unless retained
r that purpose
02018. NEMO E TC. l Lc
04NEMO I etc.
ROOFING
EVALUATION:
Category: Roofing
;cry: Modified &rumen Root Systems
:e Statement: Polyglass Modified Bitumen Roof Systems, as Produced by Polyglass USA, Inc.. have
aced compliance with the following section, of the 7- Edition (2020) Florida Building Code through
accordance with the following Standards Compliance IS Subject to the Installation Requirements and
S / Conditions Of [lse Set forth heroin
1504 3
ISO4 3 1
1504 6
1504 '
1507 1 112
IS07 1 ,2
1507 1 .2
1507 1 ,2
1507 1 ,2
1507 1 12
1507 I r2
4r1
IA'
y
NFMp fI[ n
rmdrr Prl Pr a.r r 9n^.INt
Properly
Standard
Year
wind resistance
tM 4474
1011
Nimtl reMslancr
n ]g97
2012
Accelerated weaulnlnit
ASTM G155
2013
Impact . esstaroi,
�%14470 Sect In 46
2016
Material [landam
ASTM D4601
2012
Matenal taM4,o
ASTM D4497
2009
Material standard
AtTM D6162
7015
Material ltand,im
4S7M D6163
2015
Material [tendilc
ASTM 06164
2011
Material [landau,
ASTM D6222
2011
Material Mandam
ASTM D6509
2015
IBM
Raft r�gl
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Entity
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eIIII... moil Bnvmrn II.I 11"I .n.
RMllon 2S
09/310/7020
v".1 nlS
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Retailing
Date Entity
JM IT511
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APP SI
ADD
51115
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Exam
Reference
Dale
'AS 114
aUSA IN 02 01
0:/0111]01'
'As 114
=IY nt 01
aim tnl'
rA911a
.USA tO DIP I
M'T'tnl`
'AMA
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wywi
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vinnu.
;near+
1,17 tell
1•+In,rnmm
lane. r..I.—
• ,Ii,,nIP
latlon Report covers Poly lass Modified Bitumen Roof Systems Installed In ac
published installation Instructions and the Limitations / Conditions of Use herein
r...n s. ems.. Yz��___••___'_�-_- ____- _
Type Product
eolyalass Ul ease
Polylle. $A Base
s
Elastobase SA
Elastovenl
_ Polyalass Base
Polybond
thSurfa[e
Polylle.
Polykool
Polybond G
Polvfle. G
Polylle. G FR
Polylreskc G
de Surface
Polyfresk0 G FR
POlylle, $A P
Polyfle, SA P FR
Pnlvlreskn G SA
I Polylresko G SA FR
I astoshleld HIT
Elavobase
E lasTri V
6aslollex SA V
Elastolle. SA V FR
th'5urface
Elaslollex SA V Plus
+
Elastolle. SA V Plus FR
Elastobase P
Elastolle. SA Base NO
Elastolle. S6
flaShDflew S6 HP
Polyrellect
Elastoshleld HT G
`Elaslnsheeld HT G FR
Eustolle. V G
Elastolle. V G FP
with Polyglass
Nalrchl
ASTM D4601 i
•II I N/A
AL
ASTM D4601
II N/A
FL
ASTM D4601
II N/A
PA
ASTM_ D4997
N/A N/A
PA
ASTM 06S09
ASTM D6222
N/A r N/A
S +
FL
FL
ASTM D6222
I + s
FL
ASTM D6222
S
FL
ASTM 06222
1 G
FL
ASTM D6222
` ASTM D6222
— G
I G
FL
FL
ASTM 06222
G
NV
. ASTM D6222
G
NV
ASTM D6222
I G
FL. Tx
ASTM D6222
G
_
TX
ASTM 06222
G
NV
ASTM D6222
I G
NV
ASTM D6162
ul S
Ft
ASTM 06163
S
FL
. ASTM_D6163 I
ASTM D6163
_ S
I S
FL
FL PA, TX
ASTM D6163
I S
FL. PA, TX
ASTM D6163
s
FL Tx
ASTM 06163
S
FL TX
ASTM D6164
I S
FL, Tx
41 D6164
I S
PA, Tx
ASTM 06164
I S
FI
ASTM 06164 I S iL
ASTM D6162 III G PL
• SUr are Elasto/le. SIT G
ASTM D6164
Elastolle. 56 G FR
ASTM 06164
Elastoshleld TS G
ASTM D6164
Elastoshleld TS G FR
_
ASTM D6164
Elastolle. SA P
ASTM 06164
ElaatnneX SAP rR
ASTM D6164
G
1 FL, PA
G
FL PA
G
FL, PA
G
FL
FL TX
41MO 14 LIC Fwlualmn Pepnn V919n 02 01135
�n•I••mn nrA..rnn.v rt-•+N I' •'•EDITION (Mini IN( NON 4VHj I VALUATION ltl6S4-A7/
FITOW.ss mc,di anumen cool S"'.. nnvman 25 09/30/2020
P. e. 3.0 S
NNEM01jetc.
5 I This %a Building Code Evaluation Neither NEMO ETC. LLC nor Robert Niemmen, P E. are, in any way, the Designer
Of Ill 4ord for any project on which this Evaluation Report, at previous versions thereof• is/was used for permitting
or d yign guidance unless retained specifically for that purpose
5 2 This valuation Report is not for use In FBC High Velocity Hurricane Zone jurisdictions (i e . Broward and Miami Dade
Cauf bell
5 3 This . aluation Report pertains to above deck roof components Roof decks and structural members shall be in
acco dance with FBC requirements to the satisfaction of the Authority Having Jurisdiction
5 a This al, -,anon Report does not Include evaluation of fire classification Refer to FBC 1SGS for requirements and
limit l ions regarding roof assembly fire classtfic at ion Refer to FBC 2603 for requirements and limitations concerning
the se of foam plastic insulation
5 5 This Evaluation Report does not Include evaluation of root edge termination Refer to FBC 1SO4.S for requirements
and imitations regarding edge securement for low slope roofs
56 Refer to FBC IS11 for requirements and limitations regarding recover installations
5 b 1 For necharicalIV attached components over existing root decks• fasteners shall be tested in the existing deck for
with fawai resistance A qualified design professional shall review the data for comparison to the minimum
feq itements for the system Testing shall be in accordance with ANSI/SPRI Ill or Testing Application Standard
TAS 105
5.6 2 For londed insulation or membraneover existing substrates m a re roof (tear off) or recover installation, the existing
dec or existing roof surface shall be examined Inr compatibility with the adhesive to be installed if any surface
con lions exist that bring system performance nip question, field uplift testing in accordance with ANSI/SPRI IA -
TM E907, FM Loss Prevention Data Sheet 1-S2 or Testing Application Standard TAS 224 shall be conducted On
m0 hips of the proposed new root assembly
56 3 For xanded insulation or membrane over existing s ibstrates in a recover installation the existing roof system shall
be I apable of resisting project design pressures on is own merit to the satisfaction of the Authority Having
Jun! 6cnon. as documented through held uplift testing in accordance with ASTM E907. FM Loss Prevention Data
She ot 1-52 or Testing Application Standard TAS 124
5 7 Reif r to Appendix 1 for system attachment requirements for wind load resistance
5 7 1 ME P, = Maximum Design pressure is the result of testing for wind load resistance based on allowable wind loads.
and reflects the ultimate passing pressure diymnrJ by 2 line 2 to 1 margin of safety per FBC 1504.9 has already been
app led) Refer to FBC 1609 for determination of design wind loads
5 7 2 Fot mechanically attached component-, or vditialiy bonded insulation. the maximum design pressure for rhr•
sele cled assembly shah meet or exceed at least Ine Zone I PRIME design pressure determined In accordance ss it•
FBC Chapter 16 Elevated pressure 2nnes shah emplov an attachment density designed by a qualified desig
proessional to resist the elevated pressure rri•ena Commonly used methods are ANSI/SPRI WDI. FM Loss
Pre olnition Data Sheet 1-29. Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137
Asslirrobes marked with an asterisk' carry the limitations set forth to section 2.2.10.1 of FM Loss Prevention Data
Street 1.29 (February 2020) for Zone 2/3 enhancements.
5 7 3 For assemblies with all components fully bonded in place, the maximum design pressure for the selected assemory
shall
meet or exceed critical design pressure determined in accordance with FBC Chapter 16 No rational analysis is
per Itted far these systems
5 8 All omponents In the roof assembly shall nave quality assurance audit In accordance with F.A.C. Rule 61G20-3
Ref r to the Product Approval of the component manufacturer for components listed in Appendix 1 that are
pr uced by a Product Manufacturer other than the report holder on Page 1 of this Evaluation Report
Will W EvNuant amps"M,02.0a-R2S
r.vw.nrnu..rnn•aN—•I.v i' r"IOi IION! 2n2VI f H f NON rWi4 f v A liLT ION rtiesa-it2•
Nili w MediOad anumen ReRf SVotit RaMrlen 2s. 09/30/2020
axes 4 M S
As
to
JL.
NfMntii LLc
'NNroN al lulr
ONEMOletc.
Modified Bitumen Root Systems -,," be installed in accordance with Polyglass USA, Inc. published
: insiructinm :ubieci Ic tie Lrm«aio, Cnndlunnsof Use noted herein
red by the Budding Official or Authority Having Jurisdiction to properly evaluate the installation of this
the named QA entity for manufacturing facilities covered by F.A.C. Rule G1G20.3 QA requirements Refer
>r 4 herein for products and production locations having met codified material standards
- QUA962S (414)248-6409. karen buchmann@ul com
• THE 94-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT
Evalpatbn Reperl PIM0.02.111111-1125
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