RF-14-2047s
r �
1"tsPeoTa�e rh1j7
ENS
7066 SW 44"' Street Miarri, FL 33155
Tei: 786-398-9179 Fax: 786-800-2627
LAS CERTIFICATION #10-0512•01
SITE SPECIFIC INFORMATION
UPLIFT TEST — TAS #106
Roofing Contractor BUILDING UNLIMITED
Job Address 925 NE 98 ST MIAMI SHORES, FL. 33138
Owner's Name TONY LOCKHART
Type of Tile BORAL FLAT 13"
Approximate Roof Height 12' feet Roof Pitch 3112
Approximate Square Footage of Roof 30 ft2
Date Tested 01/27/15 Number of Tests 76
Contact Marne MARTw
Permit # RS -9-14-2047
Hate Installed
Type of Access to Roof LADDER
Required Testing Force 35 Lbs
Testing Equipment F.G.E.100
Phone # 3/64!9-5763
LOCATION
# OF TEST
PASS
# OF TEST
FAIL
Corner
12 Tests
12 Pass
Test
0 Fail
Perimeter
11 Tests
11 Pass
Test
0 Fail
Field
35 Tests
35 Pass
Test
0 Fail
Ridge
18 Tests
18 Pass
Test
0 Fail
TOTAL
76 Tests
76 Pass
Test
0 Fail
IN ACCORDANCE YVITH. "W CRITMAOF PROTOCOL PA.105,.THIS ROOF ASSEMBLY HAS PASSED THE STAT{C UPLIFT QUAUTY CONTROLTEST..TMS TAS 106 TEST HAS SEEMPERFGMMED IN FULL ACCORDANCE TO THE
REQUIREMENTS OF DADECOUNTRY, WITH NO DEVIATIONS. THIS REPORT IS NOT GWANTEEO IN CASE OF CASE OF NATURALMSASTERS. THIS REPORT I IS NOT VAUO FOR INSURANCE CLAIMS.
A-1 Engineering Inspection Services, Inc
7066 SW 44 Street Miami, FL 33155
Tel: 786-398-9179 Fax: 786-800-2627
a 1 roofinspectionggmail.com
LAB CERTIFICATION # 14-1215.04
01/27/15
PERMIT. # RS -9-14-2047
925 NE 98 ST
MIAMI SHORES, FL. 33138
7066 SW 44th Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627
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7066 SW 44th Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627
02-02-15;10:29AM;From:Gulfeagle Supply
FEB 0 $, 2015
RE: Permit#CZE .2 - (-�() �
To:3052218506 ;3057409500 # 1/ 1
Miami shores Village
INSPECTION AFFIDAW
Building 136pertment
10060 N.UM Avoun
Miami Shores, Florida 33138
Tal: (305) 796.2204
Fax: (305) 756.8972
DATE: r " 2P ` ! '511
I — I%VR !IV - cJR1 � licerroed as o (n) Con r i Engkieer / ArchkeCt,
(P"=»9W**LW=T p.) FS 488 Building Inspector
t.icense #: _c C., C o S 4 14
on or about M �!T t 1-4 C Oy'- ( I did personally ir►spect the wf deck mom and
ire a Ymo)
eco dr ,water barriermA at flz s c— i q ST k'kk kt S it
Based upon that Oxitaft I have detem*ed the installation was done according to the Hurricane Mitigation Retrofit
Manual (9ased on 553.K44 RS)
Signature
State of Florida
Courrly of Dade:
The underslgred, being the first duly sworn, deposes and says OW heMw is the contractor for the above property
mentioned.
Sworn to and subscribed before me this C�?-_ of re o / S
/ ftA- JO
A
Notary Public Sate of Florida at large 717' 3 i1
"sr�ctMr
"(iM0fe1. BuAd41p, �Sldendsl, a R004nq OOIIp�clNd1. kltliMdINIClItlIIEd Wldor lAl FA. fa Mk9 Z&An espe jW ft*jjl01al liphe DINO OW Gf NC I dvft
�IkA�Bnd�dd(l��d@OA�t�10YM1�NA(EdORNk pg1Yq�6C�011
ReNMN SMIZ09
A� ,p►°° CERTIFICATE OF LIABILITY INSURANCE
ATE
D01/08/2015 )
0 I/08t2015
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE BOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE GERTWICATE HOLDER.
IMPORTANT. If the certificate holder is an AMTIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the POW certain require an endorsement. A statement on this certificate does not confer rights to the
Certificate holder in 5eu ofsuch s .
PRODUCER (305)41$-8411 (305)41$8413
Westward Insurance Services, Inc
2500 NW 79th Avenue
Suite 203
[}tel FL 33322INSURER
cNA**TEAcTMavIinPerez
Ey 305 41§4411 _ , r�, : 305 418-8413
ADS ss: WaStward ns@!jeilsauth.net
"Y NAS s
A AgCtdent Insurance comoany Inc111573
INSURED
Building Unlimited, Inc
247 SW $ ST
Miami, FL 33130
INSURER s. ProOressive E-xDress :Insurance Comp@ny 124252
INSURER C; Lion InsW nCB Company
INSURER D ;
INSURER E
INSURER F
THIS IS TO CERTIFY THAT THE 'POLICIES OF INSURANCE LISTED BELOW HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, 'TERM OR CONDITION OF
ANY CONTRACT OR OTHER DOCUMENT WATH RESPECT TO'1 WICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES OF -SCRIBED HEREIN IS SUMCT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
ODL
m_ TYPE Or INSURANCE POLICY NUMBER �
POUCY Erb LIMITS
GENERAL.. uAettm
' a EACH OCCURR E
A 711, IDAMAGE
COMMERCIAL GENERAL L.Oa ITY
i
TO-FERTW—
PREM Ma $ 1 N
3
"CLAIMs-MADE ' �% OCCUR I CPP0011249 00
i ; �S _I
1 O'lt##41eois j 01104=16 i MEDEXPtanr«ftl $
PERSONAL & ADV INJURY $1000.000
NERAL AGGREGATE ¢tet 5 2.000 000
GENLAGGREGATELIMITAPPUESPER:
= PRODUCTS -COMPIOPAGG ` $ 1 000 000
v — T — I
I 1 1 PRO• a LOC
V POLICY'
i
... 's
AUTOMOBILE UAWTY ;
t I I UMiT
ANY AUTO f
�MLBODILY NAM (Per esn) $
-----i
OWNEDALL S rxLDB 02103035-1
L
i 030It2014 0302015LY RUJRY (per amwou) $
HkREDaUTOS AUTOS {
{ 5 PROPERTY OAAAAGE $
ft
S
UMSRaLA LIAR OCCUR {
i EACtf OOCURR NCE $
EXCESS UAB CLAIMS-MADEI
9
AGGREGATE
r
DED ! r RETEM*N$
,
g r S
WORKERS COMPENSATION
ANDEMPLOYER& UASLITYYIN f
VVC $TaT(6 LOTH j
; 01101/2015,1 01X01/2016
ANY PROPRIETORPARTNERIEXECUT>SIE }
C' OFFiCEROIEMRER EXCLUDED? t i N ra ( I WC71949
? I El. EACH ACCIMNT S � Q(}Q
(Marmist"y in NII) i
i El. DISEASE - EA EMPLOY_____FA$1.000.0W
tt yyas. deso" urxw
DESCRIPTION OF OPERATIONS bekrm
E L DISEASE - POUCY LIMB 1$1000,000
1
t J
DE&CRIPTION DF OFERATKM I LOCATION$ t VEWXLES (Aftt ACORP IM, Remarks Schedule, ifcrones a is t*W.* d)
Building Contractor,
Certificate Holder Is Usted as Additional Insured:
t"_Ff2TtClt"_ATF BLit nFR t_AN11911 I ATnu
Miami Shores Village Bldg [Sept
30050 NE 2nd Ave
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EMRATIfN�I DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE NTH THE POLICY PROVJBIDNS
Miami Shores, FL 33138
AUTHORIZED RfPRELTATiVE f
Maylin Perez
Q 111tWiMIt) At;UKU [:cxFc DURATION. All AgTft aservgd.
ACORD 25 (201OMS) The ACORD name and logo are registered marks of ACORD'
Miami Shores Village
Building Department SEP 192014
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 201 C
BUILDING Master Permit NO.Z F ) L- - 90 �-4
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC N ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
®PLUMBING []MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 925 NE 98 ST
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#:11-3206-014-3430 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder).— ���� OGi�Ou'► - tet c� 1<�►cc�v-, Phone#: � 6 '.�4
Address: q Z,!;- n C Rgio- 'ST-
City:
rCity: m i OLA Y i 1,S1,9W-e--% State: r Zip: 31 3 "
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: Building Unlimited, Inc.
Address: 247 SW 8 ST, # 188
Phone#: 305 751-2342
City: Miami State: FL Zip: 33130
Qualifier Name: Martin Curi Phone#: 305 751-2342
State Certification or Registration #: CCC 057977 Certificate of Competency #:
DESIGNER: Architect/Engineer: N/A Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ 21,600 Square/Linear Footage of Work: _ 3G 5•?2
Type of Work: ® Addition 0 Alteration ® New ® Repair/Replace ❑ Demolition
Description of Work: Re -Roof Tile and Flat
Boral Concrete Flat Roof Tile Saxony 900 Slate Color: White
Specify color of color thru tile: " 1-T—
Submittal Fee $ C__5 �iC�D Permit Fee $ CCF $ t 3 0 CO/CC $ �5V -03
t' ray r_y.
Scanning Fee $7 Radon Fee $ �l DBPR $ `" ` �-f Notary $ ®Z
Technology Fee $ ( (-0Q Training/Education Fee $ ``i 0 Double Fee $
Structural Reviews $ Bond $Ci\J
TOTAL FEE NOW DUE $
(Revised02/24/2014)
Bonding Company's Name (if applicable) N/A
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable) N/A
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER°S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER; YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT"'
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of suc posted notice, the
inspection will nqt be approved and a reinspection fee will be charged.
Signature i'1 o �/�- 1—
OWNER or AGENT
The foregoing instrument was acknowledged before me this
'Z day of J'S -7 , 20 by
-TON WC.Fu-F-twho is personally known to
me or who has produced 1�—AV6. as
identification and who did take an oath.
Signature
The foregoing instrurrFent was acknowledged before me this
_Ze7 day of _fes �' 1 , 20 _14 , by
Gtr' , who is personally known to
me or who has produced T u`1 40V as
identification and who did take an oath.
NOTARY PUBLIC: yilti ���, wi%�p��' , NOTARY PUBLIC:
Sign: = Sign: MARIA LAURA SANCHEZ
a e MY COMMISSION # eE88
Print: nn Print: F`
° •. •. °N'
Sea{: % ,A I u . "ytiy Seal: �orj "�9` 0163 SMVICAcom
eFF
*************************** ** **** ***********************************************************************
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
CONTRACTORS' REGISTRATION
ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED.
IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR:
A. COPY OF QUALIFIER'S STATE LICENCES
B. COPY OF LOCAL BUSINESS TAX RECEIPT
C. COPY OF LIABILITY INSURANCE*
D. COPY OF WORKERS COMPENSATION INSURANCE*
IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY:
A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER
B. COPY OF LOCAL BUSINESS TAX RECEIPT
B. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL
CONTRACTOR'S TAX RECEIPT.
C. COPY OF LIABILITY INSURACE*
D. COPY OF WORKERS COMPENSATION INSURANCE*
*YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW:
Certificate Holder:
MIAMI SHORES VILLAGE BLDG DEPT
10050 NE 2ND AVE
MIAMI SHORES, FL 33138
Certificate must specify the description of operations or contractor license number.
BUSINESS NAME:
BUSINESS ADDRESS: -,74-1 '-5u-) --R-- LCM-2 CITY M tAti-t�
STATE --VC._ ZIP CODE 33«
BUSINESS PHONE: FAX NUMBER
CELL PHONE (_''_) QUALIFIER'S NAME:T"t
QUALIFIER'S LIC NUMBER: GG-�- <f:)S; -I3-1.
STATE OF FLORIDADEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONCONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-13951940 NORTH MONROE STREETTALLAHASSEE FL 32399-0783
CURI, MARTIN
BUILDING UNLIMITED INC
247 SW 8 ST #188
------ --
Congratulations! With this license you become one of the nearly
one million Floridians licensed by the Department of Business and
Professional Regulation. Our professionals and businesses range
from architects lo yactvt brokers, from boxers to barbeque restaurants,
and they keep Florida's economy strong.
Every day we work to improve the way we do business in order to
serve you better. For information about our -services, please log onto
www.myfloridallcense-corn. There you can find more information
about our divisions and the regulations that impact you, subscribe
to department newsletters and learn more about the Department's
Our mission at the Department is: License Efficiently, Regulate Fairly.
We constantly strive to serve you better so that you can serve your
customers. Thank you for doing business in Flodda.
and congratulations on your new license!
'
DETACH HERE
KEN LAWSON, SECRETARY
OF FLORIDA
S AND PROFESSIONAL REGIULATION
RANCEDATE
CERTIFICATE OF LIABILITY INSU1
0-9/0812014
THIS CERTIFICATE IS ISSUED ASA BATTER OF INFORMATION ONLY AND CONFERS N0 Rom UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAQE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES MOT CONSTITUTE A CONTRACT BETWIMN THE MUiNG tNSURER{S}, AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: III the certlftc a holder Is an ZiNT10NAL 1NSt o, the potkWiss) moat be endoresd. M SUBROGATION 13 WAIVED, sutjeet to
the term and conditions of the iwlicy, certain may rs pft an endorsenwrit. A statarnent on this ceR (tate does not cttnier rights to t#re
certificate holler in lieu of such
PRODUCER
(305)418-8411 (305) 418-84f3-
Westward Insurance Services, Inc
2500 NW 79th Avenue
wAk€: P y1in Perez
Pf"IONNE ,. (305) 418-"11 (305)4%8411
€SSS, westwatdlns %Ilst th.net
Suite 283
cc1tAI
Dora! FL 33122------_,.._. _ _
INSURED
Building Unlimited, Inc
247 SW 8 ST
Miami, FL 33130
NAS r
� U RA;Accld t Insurarm Goal n' Inc 141 73
L"YRER s J Prc�clressive Egress- QgmpanY -,'242R_
INSURER C:
usn_: j
FNSUiERE:
INSURER F;
9 wom Lai #
ern Ew om om v, ,l $ 5
- n V-V1Qq%M MA1110r
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
_. LL A
_ iS_
LM i TYPE OF INSURANCE ( LICY>F
Pi3Y NUMBER
PAY Eiti�
LIMITS
GENERAL LIABILITY
i
EACH OCCURRENCE
I
A COMMERCIAL GENERAL L"UTYLU
CLAIMS -MADE i' OCCUR CP'pool 1249 00 4 01/0412014
01/0412015
9 wom Lai #
ern Ew om om v, ,l $ 5
PERSONAL & AW P&JURY S 1 OQ
s I
GENERALAGGREGATE 3,
W1
GEN'L AGGREGATE LIMIT APPLIES PER, + :
1 POLICY i PRO f
PRODUCTS - CCM PIOP AGG s i nAn 0n
$
v/ LOC
AUTOMOBILE L"KjTY
LIMIT
__.
1
I BODILY INJURY iPW pww) S
ANY AUTO
OWNED ��� SCHEDULED
B �µ i
° LY INMY (Peri $
ALL
AUTOS 02103(I3 }-1 ; 03/07M14'
/ } NDN
03107/2D15
i -OWNED
Y HIRED AUTOS jf AUTOS I
IiOPERTY DN4MACaE a
UMBRELLA UAB OCCUR €
i EXCESS LIAR
AIMS CMADE �� I�
EACHOCCURRENCE E
AGGREGATE $
DED RETENTION{
$
WORKERS COMPENSATION E
YIN % 0110&M14
AANYI ROPR�tE
01(t1B12015
STATU i OTy
FPARL TINIEW€XECL}'I'IVE �.
C. ICCEE� NHj EXCLUDED? (NIA WC20140000C? �
EL EACH ACCIDENT - $1,000,
I
E.L.DISEASE -EAEMPLOYEE S (){}Q
in
(MePi yyeess desatbeurWer
DESCRIPT€ON OPERATIONS below
a
E.L.E +POLICY LIMrf $
1
r �
1
DESCRIPTION OFOpERATiOMS I "OC^TI N s i vE {A#ach-AC(m lol, At wum RW"*s Sche& tee g er"e spue i. isqt*w4 :
Building Contractor,
Certificate Halder is Listed as Additional Insured,
r-=0slCII%A7c LJf%l e%so
I It m
Miami Shores Village Bldg Dept SHOULD ANY OFTit€ ABOVE OESC JVD pOUCIES 10 CANCELLM mo i&
10050 NE 2nd Ave THE €XPft`nO i DATE THEREOF, NOTE WILL BE DEUVERED IN
Miami Shores, FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS,
AUnfORIZED REPRESENTATIVE'
Maylin Perez
01988-2010 ACORD CORPOR&OKAll rights
ACORD 25 (2010105) The ACORD narne and logo are registered mance of ACORD
MIA,MF
t
4171963
DBA/BUSINESS NAME:
BUILDING UNLIMITED INC
BUSINESS LOCATION:
12170 SW 128 CT 101
MIAMI, FL 33186
OWNER/CORR
BUILDING UNLIMITED INC
PHONE # 305-609-5763
247 SW 8 ST #188
MIAMI, FL 33130
NAICS CODE: 238990
MIAMI-DADE COUNTY - STATE OF FLORIDA N/A October 14, 2014
LOCAL BUSINESS TAX RENEWAL
2014 -2015 APPLICATION RECEIPT: 3725331
STATE # CCCO57374
BUS. COMMENCEMENT DATE: 01/01/1995
SEC TYPE OF BUSINESS
BLDGS SPECIALTY BUILDING CONTRACTOR
If no longer in business, please notify us in writing.
Review and correct the information shown on this application.
A 25% penalty will be assessed to anyone found operating
without a paid local business tax, in addition to any other
penalty provided by law or ordinance (Sec 8A-176(2)).
A Certificate of Use and/or City Business Tax
Receipt may also be required.
MIAMI-DADE COUNTY -
STATE OF FLORIDA
LOCAL BUSINESS TAX
2014 - 2015 APPLICATION
4171963
BUSINESS LOCATION:
12170 SW 128 CT 101
MIAMI, FL 33186
OWNER/CORR
BUILDING UNLIMITED INC
BUILDING UNLIMITED INC
MARTIN CURI PRES
247 SW 8 ST #188
MIAMI, FL 33130
FEE
AMOUNT
Receipt Fee
30.00
UMSA Fee
30.00
Beacon Council Fee
15.00
Bingo Permit Fee
0.00
Nightclub Permit Fee
0.00
Multi -Municipal Contractor Fee
0.00
Restricted Contractor Fee
0.00
Library Fee
0.00
Transfer Fee
0.00..
Doing Business without a License Penalty
0.00
Late Penalty
0.00
Collection Cost
0.00
NSF Fee
0.00
Prior Years Due
0.00
Amount Recently Paid
- 75.00
To pay online go to www.miamidade.uov/taxcollector
To pay by mail, make check payable to:
Miami -Dade County Tax Collector
Business Tax
200 NW 2nd Avenue
Miami FL 33128
To pay in person go to:
200 NW 2nd Avenue
(305) 270-4949, fax (305) 372-6368
A service fee of not less than $25.00 up to a minimum of 5%
will be charged for all returned checks.
+ RETAIN FOR YOUR RECORDS +
+ DETACH HERE AND RETURN THIS PORTION WITH YOUR PAYMENT
N/A October 14, 2014
RENEWAL
RECEIPT. 3725331
STATE #CCC057374
BUS. COMMENCEMENT DATE: 01/01/1995
SEC TYPE OF BUSINESS
BLDGS SPECIALTY BUILDING CONTRACTOR
1
APPLICATION IS HEREBY MADE FOR A LOCAL BUSINESS TAX RECEIPT OR PERMIT FOR THE BUSINESS PROFESSION
OR OCCUPATION DESCRIBED HEREON. I HAVE BEEN INFORMED OF ALL ZONING RESTRICTIONS IMPOSED ON THIS RECEIPT.
I SWEAR THAT THE INFORMATION IS TRUE AND CORRECT.
SIGNATURE REQUIRED SEE INSTRUCTIONS ABOVE
Please pay only one amount. The amounts due after Sept 30th include penalties
per FS 205.053.
if Received By Oct 31, 2014 Nov 30, 2014 Dec 31, 2014 Jan 31, 2015
Please Pay $0.00 $0.00 $0.00 $0.00
7000000000000000000000003725331201500000007500000000000001
Pomp Wall .ilabk Duk
MIAMFDIAL)E Miami -Dade County Building Department Electronic Application
High Velocity Hurricane Zone Roofing Permit Application 1Xm . __e
"Delivering Excellence Every Day"
OCT 0 9 2014
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, B :.
Counterflashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness,
Fastener Type, Fastener Spacing
Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16.
A
4-
Concrete wall
Bastomeric sealant tooted
to facilitate water run-off
Ontional: compressible
Elastomeric sealant
Metal counterflashiing meth.
attached 8" o/c wl washer I Parapet wall height:
Seal top of base flashing w/
comptable material
Termination bar mech.
attached 6" o/c
Field plies turned up wall
Base flashing min.
8" above finished roof
►-♦Top Ply Inter,
lies
Base SheW,
*#aa•
a##st
I CITY
Roof Mean Height:
Base Flashing:
1 ft.
10 ft.
Ruberoid Mop
Surfacing:
: • • • : •
-N/A-
......
....
..
Top Ply: ...:..
Mineral Su7ace04A-6hee*:0 0 •
Inter Ply Sheer: ••;
:.••.
•••••
Ruberoid 20 . •....0
•
Base Sheet:
:0.0:0
;
..
....
.
GAFGLAS #75 ' • '
:"'
Roof Deck Type:
5/8" Plywood
}
Pie: This diagram contains sept lengths (rounded to the
been removed for readability. Plus signs prefaoe some n
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�eaawwft
Report: W82308 dw� s OMTWW
Building tkdimited, It c __ _ c•py�W ® zoos--2914IE
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nearest whole number) over 5'feet. In some cases, segment labels harms
umbers to avoid confusion when rotated (e.g. +6 and +9)
i
j
s
f
i
•• •
•••i
••
•••
•
•
:S •
• •
re
• { •
••
S
3
W
nearest whole number) over 5'feet. In some cases, segment labels harms
umbers to avoid confusion when rotated (e.g. +6 and +9)
Section A
MIAM12 Miami -Dade County Building Department Electronic Application
High Velocity Hurricane Zone Roofing Permit Application Form
"Delivering Excellence Every Day"
Section A (General Information)
Master Permit No: Process No:
Contractor's Name: Building Unlimited, Inc.
Job Address: 925 NE 98 ST
Roof Category
0 Low Slope ❑ Mechanically Fastened Tile✓❑ Mortar/Adhesive Set Tile
Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
❑ Sprayed Polyurethane Foam ❑
Roof Type
❑ New Roof ID Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenance
Are there Gas Vent Stacks located on the roof? ❑ Yes n✓. No If yes, what type? ❑ Natural ❑ LPGX
Roof System Information
Low slope roof area (ft.2) 773 Steep Sloped area (ft.a) 2880 Tota (ft.2) 3653
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include
dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
Perimeter Width (a'): 3 Corner Size (a' x a'): 3 x 3
C"ITY ,
SSP 1 g 2414
COPY
See Attached
Miami Shores Villa e
APPROVED
DATE
ZONING DEPT
BLDG DEPT
SUBJECT 1"0 CChIPt.)A,NCE WITH ALL
STATE ANL) C CIiNiY 3ULLS AND REGU E
TIONS
SECTION 1524
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the
required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of
the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing
system installations. Additionally, the following items should be addressed as part of the agreement between the
owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained.
1. Aesthetic*-W6*=nship The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone)
are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship
provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should
be addressed as part of the agreement between the owner and the contractor.
71.1. 2, Renalling Wood Docks, When replacing roofing, the existing wood roof deck may have to be renalled
in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building
Code. (The roof deck is usually concealed prior to removing the existing roof system).
T` 1. 3, Common Roofs; Common mofa are those which have no visible delineation between neighboring
units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner
should notify the occupants of adjacent units of roofing work to be performed.
4. Exposetl Ceilings, Exposed, open beam ceilings are where the underside of the roof decking can be
viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail
penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the
option of maintaining this appearance.
T( -. Fancling 4lfeter, the currrent rcaof system and/or deck of the building may riot drain well and may
cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural
distress and may require the review of a professional structural engineer. Ponding may shorten the life
expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original
roofing system is removed. Ponding conditions should be corrected.
dive ow scup (wall outlets): It is required that rai+r�water flow oft so that the roof is not
overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance
with the Florida Building Cale, Plumbing.
JT.
Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of
the s ructural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be
bengficial to consider additional venting which can result in extending the service life of the roof. ,
ant's Signature
Property Address
..!!;7/ P� / V4
Date
Permit Number
Rev_ 9/20/2005, Computer services, Building Department
Miami shares Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'$ AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION $83.844 F.S.
To., Miami Shores Village Building Department Date;
10060 NE 2fw Ave
. Miami Shore, FI 33138
(..._ eke -
i�cl-n 6 0-) L'( 2— 1 i• V--'
Property Address, 925 NE 98 ST, Miami Shores, FL 33138`
Roofing Permit Number:
Dear i i Official:
rat 4 �• that r required to retrofitroot i well connectionsof
building be1+
JI—11— r i ii i ct
valorem taxation.
a The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
J�na
1894 edition of the South Flori7BuPdIngode(1994 S—FBC)—�
. Print Name
The undersigned, being the fast duly sworn, dues and says that he/she gwner for the above pmpeq mentioned.
Sworn to and subscribed before me this day of '. P
Notary Public, Sate of Florida at Large
• WA�ett � �tta�n ertr� � ft�r t�P�$ of ad Petr► � et�al to � QQ ;mi _ ti g �s nates npr a l�84
$FK Tim t r _ a Ciawt tt i #�e Rt kc tR ��
on KIM
Property Search Application - Miami -Dade County
Page 1 of 5
Detailed Report
Property Infomration
Folio:
11-3206-014-3430
Property Address:
925 NE 98 ST <
Owner
TONI LOCKHART SAYDKHUZHIN
Mailing Address
925 NE 98 ST
MIAMI, FL 33138
Primary Zone
1100 SGL FAMILY - 2301-2500 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY. 1 UNIT
Beds f Baths I Half
2/2/0
Floors
1
Living Units
1
Actual Area
Sq.Ft
Living Area
Sq.Ft
Adjusted Area
2,999 Sq.Ft
Lot Size
15,450 Sq.Ft
Year Built
1946
Assessment Information
Benefit
Type
2014
Year
2014
2013
2012
Land Value
$262,486
$210,250
$166,894
Building Value
$225,360
$227,054
$257,464
XF Value
$13,353
$13,388
$16,726
Market Value
$501,199
$450,692
$441,084
Assessed Value
$455,310
$448,582
$441,084
Benefits Information
Benefit
Type
2014
2013
2012
Save Our Homes
Cap
Assessment
Reduction
889
$2,110
Homestead
Exemption
$25,000
$25,000
$25,000
Second Homestead
Exemption
$25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Generated On: 8/2/2014
Taxable Value Information
2014
2013
2012
County
- -
Exemption Value
$50,000
$50,000
$50,000
Taxable Valu
School Board
$405,310
$398,582
$391,084
Exemption Value
$25,000
$25,000
$25,000
Taxable Value 1
City
$430,310
$423,582
$416,084
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
1
$405,310
$398,582
$391,084
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Valu
$405,310
$398,582
$391,084
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not refleet the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http:/lwww.miamidade.gov/inib/disdaimier.asp
(http:/ www.miamidade.govinfbidisdairrer.asp)
Version:
http://www.miamidade.gov/propertysearch/index.html 8/2/2014
■I
E
N S
W
-+f-5 x
.4Y-5-It"A-)
This diagram contains segment lengths (rounded to the nearest whole number) over 5 feet. In some cases, segment labeb haw
been removed for readability. flus signs prefiam some numbers to avoid confusion when rotated (e.g. +5 and +9).
lbs
datwnent k Dtdlded-oft L""e w Fagt V*W TachncCj,M to thesequeAw for their tr$ernal LK- 0* satged m the tem and rwomoas pfftm y agreed to by M
Report: 9 i$23f)$ r , MOO" Nr Use W €a*Vv 7�tnr nom, n rune the nr rra faOeva w rahnabcOes ana"Wbe reppdaCeda d dub*k ted mtv
waidn therequesmes cwWaW. Any reproductm. a, dvrft tan to arryme mWde, of Me rftp 's company •rldaud fag6e°l**A prj,,, wften pmWss_ S sUrctty
pre died. M Rets and handh"g of th5 revert are snhd to the Ten aad COWWOns WeWW* agreed to by the "estor,.
so— L:47t4 W Wf:U-%PFJ NOS. Page 4
W'dm9•
Section D
MIAMMI Miami -Dade County Building Department Electronic Application
t High Velocity Hurricane Zone Roofing Permit Application Form
"Delivering Excellence Every Day"
Section D (Steep Sloped Roof System)
Roof System Manufacturer: I Boral Roofing, LLC Product Approval Number (NOA): 12-0222.03
Minimum Design Wind Pressures, (from RAS 127 or Calculations): P(1): 39.1 psf P(2): psf P(3): 100.7 psf
Maximum Design Wind Pressures, (From the NOA Specific system): 40.4 psf
Sloped System Description
Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box.
Roof Slope: 3 11/12"
Roof Mean Height: 18 ft.
Roof Perimeter Width: 3 ft.
Optional Ridge Ventilation:
n/a
Method of Tile Attachment:
—Adhesive, Medium Patty Polyfoam Polypro AH 160 --
Alternate Tile Attachment Method:
n/a
Clip or Screw Spacing for Metal Roof Panel Attachment:
Field: El " o/c Perimeters: El
" o/c Corners: n/a " o/c
Number of Screws Required Per Clip:
Screw Type, Size, & Gauge for Metal Roof Panel Attachment:
Na
Cedar Wood Shingle/Shakes:
Length: Na in. Maximum Exposure: Na in.
Number of Fasteners & Type for Shake/Shingle Attachment:
n/a
Deck Type: —5/8" Plywood—
Alternate Deck Type:
Na
Insulation Board:
Na
Fire Barrier.
Na
Underlayment Type:
30# ASTM D22611
Optional Nailable Substrate:
Na
Fasteners:
Na
Cap Sheet Type:
Polyglass TU Plus
Cap Sheet Adhesive / Bonding Material:
Self Adhere
Roof Covering:
Flat Concrete Tile
Roof Covering Attachment Method:
Polyfoam
Interlayment Sheet Type:
Na
Drip Edge Size & Gauge: -3" face 26 ga. -
Drip Edge Material Type: —Galvanized Metal—
Drip Edge Fastener Type:
11/4" R/S NAILS @ 4" O/C
Hook Strip/Cleat Gauge or Weight: —Na—
fileW/CVDocuments51o20and%20Settings/sky/Desktop/rooi°i°20permit%20fcems/section d 3.htm9/13/2007 10:11:01 AM
Section E 2
MIAMN
in Miami -Dade County Building Department Electronic Application
High Velocity Hurricane Zone Roofing Permit Application Form
"Delivering Excellence Every Day'
Section E (Tile Calculations)
Method 1 "Moment Based Tile Calculations Per RAS 127"
For Moment based file systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are
greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
P 1: 39.1
X 0.313
= 12.24
- Mg: 8.03
= Mr1: 4.21 :5 40.4 NOA Mf
P 2: 68.1
X 0.313
= 21.32
- Mg: 8.03
= Mr2: 13.29 < 40.4 NOA Mf
P 3:
100.7
x I0.313
_ - W.
=
31.52
- Mg:
18.03 1
= Mr3:
23.49 5
40.4 NOA Mf
Method 3 "Uplift Based Tile Calculations Per RAS 127'
For Uplift based file systems use Method 3. Compare the values for F' with the values for Fr. If the P values are greater than or equal to the Fr values, for
each area of the roof, then the file attachment method is acceptable.
P1: x I:
Symbol
_ x w:
Design Pressure
_ - W..
Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional
engineer based on ASCE 7.
=
x Cos B: = Fr1:
< NOA F'
P2: x is
8
x W.
Aerodynamic Multiplier
_ - W.
Product Approval (NOA)
-
x Cos @: = Fr2:
5 NOA F'
P3:
x l:
Product Approval (NOA)
= x w:
Mr
_ - W.
Minimum Attachment Resistance
=
x Cos 0:
= Fra:
<_
NOA P
Where to Obtain Information to complete tile calculations
Description
Symbol
Where to Find
Design Pressure
P1 or P2 or P3
Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional
engineer based on ASCE 7.
Mean Roof Height
H
Job Site
Roof Slope
8
Job Site
Aerodynamic Multiplier
X
Product Approval (NOA)
Restoring Moment due to Gravity
Mg
Product Approval (NOA)
Attachment Resistance
Mf
Product Approval (NOA)
Required Moment Resistance
Mr
Calculated
Minimum Attachment Resistance
F
Product Approval (NOA)
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval (NOA)
Tile Dimensions
I = length
w = width
Product Approval (NOA)
P41AMI-
MIAMI-DARE COUNTY
�i�i�Y� PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.goviDera
Boral Roofing, LLC
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
SCOPE:
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 PERA - 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. PERA 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: Saxony 900 Concrete Roof Tile
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 and revises NOA#07-0711.03 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 1 of 8
ROOFING ASSEMBLY APPROVAL
Category:
Roofing
Sub -Category:
Roofing Tiles
Material:
Concrete
Deck Type:
Wood
1. SCOPE
This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof
Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of
Acceptance. For locations where the pressure requirements, as determined by applicable Building
Code does not exceed the design pressure values obtained by calculations in compliance with RAS
127 using the values listed in the installation section herein. The attachment calculations shall be
done as a moment based system..
2. PRODUCT DESCRIPTION
Manufactured by
Test Identifier
Test Product
Applicant
Dimensions
Specifications Description
Saxony 900
1= 17"
TAS 112 Flat profile, interlocking, high -
Appendix III
w = 13"
pressure extruded concrete roof tile
The Center for Applied
1-5/32" thick Slate
equipped with two nail holes. For
May 1994
1-9/32" thick Shake &
direct deck or battened nail -on, mortar
TAS 101 (Mortar Set)
Split Shake
set or adhesive set applications.
Trim Pieces
Length: varies
TAS -112 Accessory trim, boosted Barcelona,
Engineering, Inc.
Width: varies
concrete roof pieces for use at hips,
varying thickness
rakes, ridges and valley terminations
manufactured for each tile profile.
2.1 MANUFACTURING LOCATION
2.1.1. Lake Wales, FL.
2.2 SUBMITTED EVIDENCE:
Test Agency
Test Identifier
Test Name/Report
Date
Redland Technologies
7161-03
Static Uplift Testing
Dec. 1991
Appendix III
TAS 102 & TAS 102(A)
The Center for Applied
94-084
Static Uplift Testing
May 1994
Engineering, Inc.
TAS 101 (Mortar Set)
The Center for Applied
94-060A
Static Uplift Testing
March, 1994
Engineering, Inc.
TAS 101 (Adhesive Set)
NOA No.: 12-0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 2 of 8
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
Atlanta Testing & Engineering,
Inc.
Celotex Corporation Testing
Service
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
25-7183-6
25-7183-5
25-7214-1
25-7214-5
7161-03
Appendix II
Letter Dated Aug. 1,
1994
P0631-01
P0402
Project No. 307025
Test #MDC -77
R1.894
R2.894
R3.894
520109-1
520111-4
520191-1
Evaluation
Calculations
Evaluation
Calculations
Evaluation
Calculations
Static Uplift Testing
TAS 102
(2 Quik -Drive Screws,
Direct Deck)
Static Uplift Testing
TAS 102
(2 Quik -Drive Screws,
Battens)
Static Uplift Testing
TAS 102
(1 Quik -Drive Screw, Direct
Deck)
Static Uplift Testing
TAS 102
(1 Quik -Drive Screw,
Battens)
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Mortar Set)
Withdrawal Resistance
Testing of screw vs. smooth
shank nails
Wind Driven Rain
TAS 100
Physical Properties
TAS 112
Static Uplift Testing
TAS 101
Static Uplift Testing
TAS 101
25-7094
25-7496
25-7584
25-7804b-8
25-7804-4 & 5
25-7848-6
Feb. 1995
Feb. 1995
March, 1995
March, 1995
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
Oct. 1994
Aug. 1994
Dec. 1998
March 1999
February 1996
April 1996
December 1996
NOA No.: 12-0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 3 of 8
Walker Engineering, Inc.
Evaluation
25-7183
March 1995
Width -w (ft)
Calculations
11.5
1.417
Walker Engineering, Inc.
Evaluation
Aerodynamic Multipliers
January 2007
Calculations
Walker Engineering, Inc.
Calculations
Two Patty Adhesive Set
April 1999
System
Walker Engineering, Inc.
Evaluation
Restoring Moments Due to
February 2007
Calculations
Gravity
Nutting Engineers
130
TAS 112
January 2007
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in
accordance with TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to
the Building Code Compliance Office for review.
3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with the applicable Building Code.
4. INSTALLATION
4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be
installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and
RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (i x w)
Tile Profile
Weight -W (lbf)
Length -I (ft)
Width -w (ft)
Saxony 900
Slate, Shake & Split Shake
11.5
1.417
1.08
Table 2: Aerodynamic Multipliers -X (ft)
Tile
;L (ft)
x (ft3)
Profile
Batten Application
Direct Deck Application
MonierLifetile Saxony 900
0.289
0.313
Slate, Shake & Split Shake
NOA No.: 12-0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 4 of 8
Table 3: Restoring Moments due to Gravity - M9 (ft-lbf)
Tile
2":12"
3":12"
4":12"
5":12"
6":12"
n12" or
Profile
38.1
17.2
1-10d Smooth or Screw Shank Nail
7.3
9.8
greater
Saxony
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
900
24.3
Deck
24.2
Deck
19.0
Deck
22.1
Deck
35.5
Deck
34.8
Deck
Slate,
7.16
8.12
7.08
8.03
6.97
7.91
6.82
7.74
6.65
7.55
6.46
7.34
Shake &
Split
Shake
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(mina 19/32"
plywood)
Battens
Saxony 900
Slate, Shake &
Split Shake
2-10d Ring Shank Nails
30.9
38.1
17.2
1-10d Smooth or Screw Shank Nail
7.3
9.8
4.9
2-10d Smooth or Screw Shank Nails
14.0
18.8
7.4
1 48 Screw
30.8
30.8
18.2
2 48 Screws
51.7
51.7
24.4
1-10d Smooth or Screw Shank Nail
Field Clip)
24.3
24.3
24.2
1-10d Smooth or Screw Shank Nail
Eave Clip)
19.0
19.0
22.1
2-10d Smooth or Screw Shank Nails
Field Clip)
35.5
35.5
34.8
2-10d Smooth or Screw Shank Nails
Eave Clip)
31.9
31.9
32.2
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
for Two Patty Adhesive Set Systems
Tile
Tile Application
Minimum Attachment
Profile
Resistance
Monierl-ifetile Saxony 900
Adhesive
31.3
Slate, Shake & Split Shake
1 See manufactures component approval for installation requirements.
2 Dow Chemical TileBond Average weight per patty 13.9 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
NOA No.: 12-0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 5 of 8
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Monierl-ifetile Saxony 900
Slate, Shake & Split Shake
Polyfoam PolyProTm
118.9
Polyfoam Pol ProT"
40.4
3 Large paddy placement of 45 grams of Po! ProT"'.
Mortar Set
4 Medium paddy placement of 24 grams of Pol ProTm.
Slate, Shake & Split Shake
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mortar Set Systems
Tile
Tile
Attachment
Profile
Application
Resistance
Monierl-ifetile Saxony 900
Mortar Set
43.9
Slate, Shake & Split Shake
5. Tile-Tite Roof Tile Mortar
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as
detailed below, or following statement: "Miami -Dade County Product Control Approved".
LABEL FOR SAXONY 900 TILE (LAKE WALES FL PLANT
LOCATED UNDERNEATH TILE
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code
in order to properly evaluate the installation of this system.
NOA No.: 12-0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 6 of 8
NAIL }
PROFILE DRAWING
WATERLOCK
SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL
5/32 " (slate)
9132 A (shake)
OR
(ERLAY
MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL
MIAMbW1DE CNOA No.: 12-0222.03
OUNTY
... f, Expiration Dote: 04/26/17
Approval Date: 04/19/12
Page 7 of 8
MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL
END OF THIS ACCEPTANCE
NOA No.: 12-0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 8 of 8
MIAMI -DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) Aww.miamioade.govieconom�
Polyglass USA Inc.
150 Lyon Drive
Fernley, NV 89408
SCOPE:
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 Polystick Underlayments
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 revises NOA #11-1229.01 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 1 of 8
ROOFING COMPONENT APPROVAL
Cateeorv: Roofing
Sub-Cateeory: Underlayment
Material: SBS , APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass -
Manufacturing Location 61' x 3'3-3/8" ASTM D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and roof
tile underlayment.
Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass -
Manufacturing Location 61' x 3'V/8" 3/$" ASTM D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and
roof tile underlayment.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 2 of 8
Test
Product
Product
Dimensions
Specification
Description
Polystick MTS
Roll:
TAS 103
A homogeneous, rubberized asphalt
underlayment
65'8" x 3'32/.99
waterproofing membrane, glass fiber reinforced
Manufacturing Location
60 mils thick
with polyolefinic film on the upper surface for
#2
use as an underlayment for metal roofing, roof
tile, slate tiles and shingle underlayment.
Polystick IR -Xe
Roll:
TAS 103 and
A fine granular/sand top surface self -adhering,
underlayment
65' x 3'3218"
ASTM D 1970
APP polymer modified, fiberglass reinforced,
Manufacturing Location
Or 65' x 3'
bituminous sheet material for use as an
#1 & #2
60 mils thick
underlayment in sloped roof assemblies.
Designed as an ice & rain shield and as a flat
roof tile underlayment.
Polystick TU
Roll:
TAS 103 and
A heavy granuled surface self adhering, APP
underlayment
32'10" x 3'321s"
ASTM D 1970
polymer modified, fiberglass or polyester
Manufacturing Location
100 mils thick
reinforced, bituminous sheet material for use as
#1 & #2
an underlayment in sloped roof assemblies.
Designed as a a roof tile underlayment.
Polystick TU Pius
Roll:
TAS 103 and
A rubberized asphalt self -adhering, glass-
underlayment
65' x 3'3-3/$"
ASTM D 1970
fiber/polyester reinforced waterproofing
(Surface Printing)
80 mils thick
membrane. Designed as a metal roofing and roof
Manufacturing Location
the underlayment.
#1 & #2
Polystick TU P
Roll:
TAS 103 and
A rubberized asphalt waterproofing membrane,
underlayment
32'10" x 3'321s"
ASTM D 1970
glass-fiber/polyester reinforced, with a granular
Manufacturing Location
130 mils thick
surface designed for use as a tile roof
#2
underlayment.
Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass -
Manufacturing Location 61' x 3'3-3/8" ASTM D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and roof
tile underlayment.
Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass -
Manufacturing Location 61' x 3'V/8" 3/$" ASTM D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and
roof tile underlayment.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 2 of 8
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick TU Max Roll: TAS 103 and A rubberized asphalt self -adhering, polyester
Manufacturing Location 65'8" x 3'3-3/8" ASTM D 1970 reinforced waterproofing membrane. Designed
#2 60 mils thick as a a roof tile underlayment.
MANUFACTURING PLANTS:
1.Hazelton, PA
2.Winter Haven, FL
EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Test Name/Report
Date
Exterior Research & Design, LLC
11756.04.01-1
TAS 103
04/27/01
11756.08.01-1
ASTM D 1970
08/14/01
02202.08.05
TAS 103
08/29/05
Trinity ERD
P5110.08.07
TAS 103
08/29/07
P10870.09.08 -R1
TAS 103
12/04/08
P10870.04.09
TAS 103/ASTM D4798 & G155
04/13/09
P33360.06.10
ASTM D1970
07/01/10
P33370.03.11
TAS 103
03/02/11
P33370.04.11
ASTM D 1623
04/26/11
P36900.09.11
TAS 103/ASTM D4798 & G155
09/01/11
P37300.10.11
TAS 110/ASTM D4798 & D1970
10/19/11
P40390.08.12-1
TAS 103 & TAS 110
08/06/12
P40390.08.12-2
ASTM D 1623
08/07/12
P40390.10.12
ASTM D 1970
10/03/12
PRI Asphalt Technologies
PRI01111
ASTM D 4977
04/08/02
PUSA-005-02-01
ASTM D 4977
01/31/02
PUSA-018-02-01
ASTM D 2523
07/14/03
PUSA-035-02-01
TAS 103
09/29/06
PUSA-033-02-01
ASTM D 1970
01/12/06
PUSA-055-02-02
TAS 103
12/10/07
PUSA-083-02-01
TAS 103
06/30/08
PUSA-089-02-01
TAS 103/ASTM D4798 & G155
07/06/09
Momentum Technologies, Inc.
JX201-17A
TAS 103/ASTM D4798 & G155
04/01/08
RX14E8A
TAS 103/ASTM D4798 & G155
11/09/09
DX2313813
TAS 103/ASTM D4798 & G155
02/18/10
DX23138A
TAS 103/ASTM D4798 & G155
02/18/10
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 3 of 8
INSTALLATION PROCEDURES:
Deck Type 1: Wood, non -insulated
Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626.
Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for
base sheet only)
Membrane: Polystick membranes self -adhered.
Surfacing: None
1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels,
and sweep the deck thoroughly to remove any dust and debris prior to application.
2. Place the underlayment over metal drip edge in accordance with RAS 111.
3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact.
Remove the release film as the membrane is applied.. All side laps shall be a minimum of 3-1/2" and end
laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical
strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with
applicable building code.
4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the
membrane from the center outward in both directions.
5. For ridge applications, center the membrane and roll from the center outward in both directions.
6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special
attention to lap areas.
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product
Control Notice of Acceptance.
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be
applied over the underlayment.
NOA No.: 12-0713.02
___LAP; 3 Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 4 of 8
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles,
non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick IR -Xe, TU, and TU
P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in
roof file systems only.
3. Deck requirements shall be in compliance with applicable building code.
4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of
irregularities.
5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof
membrane as a recover system.
6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of
days listed in the table below after application. Polyglass reserves the right to revise or alter product
exposure times; not to exceed the preceeding maximum time limitations.
Exposure Limitations (days)
MTS 11R -Xe TU TU Plus TU P Tile Pro Dual Pro TU Max
Winter Haven, FL. 180 180 180 180 180 180 180 90
Hazelton, PA. N/A 30 30 180 N/A N/A N/A N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 9N-3 of the Florida Administrative Code.
8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof the
manufacturer's Notice of Acceptance. Polystick TU, TU Plus, Tile Pro and TU Max may be used in both
adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Dual Pro are limited to
mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens
roof file applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof file
applications with the exception of mortar set tile applications.
9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) file assemblies shall be as
follows: (See Table Below)
Tile Profile
Polystick MTS
Polystick 1R -Xe
Polystick TU, TU
Polystick TU
Plus, TU P, Tile
Max
Pro
Flat Tile
Prohibited without
5:12
No limitation
No limitation
battens
Profiled Tile
Prohibited without
Prohibited
No limitation
No limitation
battens
The above slope limitations can be exceeded only by using battens and counter battens in accordance with the
Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens
are required for both loading and installation of tiles at all times.
Mu►MFo�aoe courir�r
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 5 of 8
GENERAL LIMITATIONS: (CONTINUED)
10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all
underlayments except Polystick MTS which shall be loaded onto battens.
d
CL
0
ca
M
r
m
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product
with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and
Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR Xe,
TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of
Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro is not listed, a
request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control
Department for approval provided that appropriate documentation is provided to detail compatibility of the
products, wind uplift resistance, and fire testing results.
LABELING:
1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,
city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control
Approved" or the Miami -Dade County Product Control Seal as shown below.
MIAM14DAM COUNTY
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly evaluate
the installation of this materials.
NOA No.: 12-0713.02
Expiration Date: 04/13/16
Approval Date: 02/14/13
Page 6 of 8
POLYGLASS GENERAL APPLICATION GUIDELMES FOR POLYSTICK MEMBRANES:
1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers
are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is
acceptable. Please also refer to applicable Product Data Sheets of the corresponding products.
2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass
Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as
required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of
12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on
the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area
being back -nailed. (Please refer to applicable local building codes prior to installation.)
3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact.
4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement,
Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic
between the laps does not apply to Polystick MTS.
5. A maximum of 6 tiles per stack are allowed when loading the on the underlayments. Refer to the Polyglass
Tile Loading Guidelines. See General Limitations #9 and #10.
6. Battens and/or Counter -battens, as required by the the manufacturers NOA's, must be used on all projects for
pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 '/4"/12", precautions
should be taken, such as the use of battens to prevent tile sliding during the loading process.
7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours.
8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or
exposed roof to wall details.
9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified
Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing
Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set
and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6
inches in either direction. The repair should be installed in such a way so that water will run parallel to or
over the top of all laps of the patch.
10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass
requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are
acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits
rolling.
11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request. It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and
PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800)
894-4563.
NOA No.: 12-0713.02
APPROVED MIAMFOIADE COUNTY
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 7 of 8
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800) 894-4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined
by the National Roofing Contractors Association (NRCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
RECOMMENDATIONS.
END OF THIS ACCEPTANCE
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 8 of 8
MIAMI -DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv
3M Company
3M Center Building 0220-05-E-06
St. Paul, MN. 55144-1000
SCOPE:
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: 3Mrm 2 -Component Foam Roof Tile Adhesive AH -160
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 NOA revises NOA 12-0228.18 and consists of pages 1 through 11.
The submitted documentation was reviewed by Juan E. Collao, R.A.
NOA No.: 13-0502.02
MU4M4UADE COU Expiration Date: 05/10/17
APPROVED Approval Date: 12/12/13
Page 1 of 11
ROOFING COMPONENT APPRovAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as
described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as
determined by applicable building code, does not exceed the design pressure values obtained by calculations in
compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles
system using 2 -Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a
moment based system for single patty placement, and as an uplift based system for double patty systems
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
3MTM 2 -Component Foam N/A TAS 101 Two component polyurethane foam adhesive
Roof Tile Adhesive AH -
160
Foam Dispenser RTF 1000 N/A Dispensing Equipment
ProPack® 30 & 100 N/A Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment
resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive.
MANUFACTURING LOCATION:
Tomball, TX.
PHYSICAL PROPERTIES:
Pro Test
Density ASTM D 1622
Compressive Strength ASTM D 1621
Tensile Strength ASTM D 1623
Water Absorption ASTM D 2127
Moisture Vapor Transmission ASTM E 96
Dimensional Stability ASTM D 2126
Closed Cell Content ASTM D 2856
Results
1.6 lbs./ft 3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Fe
3.1 Perm / Inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @I 58T., 100% Humidity, 2
weeks
86%
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and are subject to normal manufacturing variation.
APPROVED
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 2 of 11
EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Test Name/Reyort
Date
Center for Applied Engineering
#94-060
TAS 101
04/08/94
257818 -IPA
TAS 101
12/16/96
Trinity Engineering
25-7438-3
SSTD 11-93
10/25/95
25-7438-4
ASTM D 1623
04/18/12
25-7438-7
SSTD 11-93
11/02/95
25-7492
SSTD 11-93
12/12/95
Miles Laboratories
NB -589-631
ASTM D 1623
02/01/94
Polymers Division
Ramtech Laboratories, Inc.
9637-92
ASTM E 108
04/30/93
Southwest Research Institute
01-6743-011
ASTM E 108
11/16/94
01-6739-062b[1]
ASTM E 84
01/16/95
Trinity Engineering
7050.02.96-1
TAS 114
03/14/96
P36700.04.12
ASTM D 1623
04/18/12
P39740.02.12
TAS 101
02/21/12
TAS 123
Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98
528454-9-1
528454-10-1
520109-1 TAS 101 12/28/98
520109-2
520109-3
520109-6
520109-7
520191-1 TAS 101 03/02/99
520109-2-1
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the
manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the
Miami -Dade County Product Control Seal as shown below.
MIAMFDADE COUNTY
...e ,
11�
3. 3NC 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles.
4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
5. Roof Tile manufactures acquiring acceptance for the use of 3M7 2 -Component Foam Roof Tile Adhesive AH -
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101.
6. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 9N-3 of the Florida Administrative Code.
NOA No.: 13-0502.02
WILUMOTIAMMIAMFDADE COUNTY Ex iration Date: 05/10/17
,I 1 Approval Date: 12/12/13
Page 3 of 11
INSTALLATION:
1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current
NOA that lists uplift resistance values with the use of 3M7M 2 -Component Foam Roof Tile Adhesive AH -160.
2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component
Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive
attachment with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient
attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in
compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is
noted in the roof file assembly NOA.
3. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH -
160 Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M
Company shall supply a list of approved applicators to the authority having jurisdiction.
5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive.
The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0
(B)•
6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or
ProPack® 30 & 100 dispensing equipment only.
7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2 -
Component Foam Roof Tile Adhesive AH -160 has been dispensed.
9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in
accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted
herein.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 4 of 11
Table 1: Adhesive PIacement For Each Generic Tile Profile
Tile Profile
Placement Detail
Minimum Paddy Contact
Minimum Paddy Gram
Area
Weight
Eave Course - Flat, Low, High
All Eave Course
17-23 sq. inches
45-65
Profiles
Flat, Low, High Profiles
#1
17-23 sq. inches
45-65
Flat Profile
#2
10-12 sq. inches
30
Low Profile
#2
12-14 sq. inches
30
High Profile
#2
17-19 sq. inches
30
Flat, Low, High Profiles
#3
Two Paddys: 8-9 sq. inches at
12 grams per paddy
head of tile 9-11 sq. inches at
overlap
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal
17 grams per bead
edge) 20-25 sq. inches each
bead
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches
34 grams under pan
LABELING:
All 3M"2 -Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed
herein.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
APPROV�6
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # 1
APPROVED
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm) — 23 (148.4 cm) square inch adhesive
contact with the underside of the tile.
Medium Profile / Doable Pan Tile
1. Starting at the eave course, apply a minimum T'
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm) — 23 (148.4 cm) square inch adhesive
contact with the underside of the tile.
High Profile / Single Pan Tile
I . Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the file being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm) square inch adhesive
contact with the underside of the tile.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 6 of 11
7 In.
Nail through plastic cement
(when required)
in.
Battens optional
pPFR�VEDI
ADHESIVE PLACEMENT DETAIL # 2
"dy(Beneathnia)
Paddy (Beneath
Eave Closure
Fascia
Flat/Low Profile Tile
I . Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the the closest to the overlock of
the file being set. Insure approximately 17 (109.7 cm)
— 23 (148.4 cm) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 10"
(64.5 cm2) -12 (77.4 cm) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm) —
23 (148.4 cm) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x I" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the file closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 12"
(77.4 cm2) - 14 (90.3 cm2) square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 7 of 11
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm2) —
23 (148.4 cm) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 17"
(109.7 cm) - 19 (122.6 cm2) square inch adhesive
contact with the underside of the tile.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
TU
IlU Sm Pra1leTft
L On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat file or under the pan
portion of the tile for low or high profile file closest
to the overlock of the tile being set. Leave
approximately 4" (10 1.6 mm) up from the eave
edge free of foam to prevent the expanded adhesive
from blocking the weep holes. Insure
approximately 17-23 int (109.7-148.4 cm2) of
adhesive contact with the underside of the file
2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x V (25.4
mm) foam paddy onto the underlayment just below
the second course line positioned foam paddy
under the strengthening rib for flat tile, or under the
pan portion of the tile, closest to the underlock for
the second course tile to be installed. Insure
approximately 8-9 int (51.6-58.1 cm2) of adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date; 12/12/13
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x3/4"
(19 mm) paddy on top of the eave course tile
surface as shown, on top of the strengthening rib
for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
Install second course of tile. Insure approximately
9 (58.1 cm) - 11 (71 cm2) square inch adhesive
contact with the underside of the tile at the overlap
and 7 (45.2 cm) - 9 (58.1 cm) square inch
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
NQA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 10 of 11
1) Place enough adhesive to achieve 65 to 701
In contact with the pan tie.
2) Tum cams upside down. Place adhesive In
to 1 In, from outside edge of carer tile.
Then Install the tie. Ensure 20 to-�
25 sq. tn. contact area. l
Underiayment
i
(motar shown)
Fascia
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
Steep pitch applications
(when required)
point -up Mortar
on longitudinal
edges of tie
Remove top portion of the cave course cover tile. Abut to second course of
pan ties. Ensure eave end of pats and cover tiles are flush at eave line.
Two Piece Barrel - High Profile Tile
Two Piece Barrel (Cap and Pan) Tile
1. Starting at the cave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under two adjacent pan tiles. Support cave tiles
from rocking until adhesive has a chance to cure.
2. Continue in same manner bringing two pan courses
up toward the ridge. Insure approximately 65
(419.4 cm) — 70 (451.6 cm) square inch adhesive
contact with the underside of the pan tile.
Turn covers upside down exposing the underside of
the tile. Apply a minimum 1" (25.4 mm) x 10" (254
mm) bead of adhesive directly on the inner edge of
each side of the cover tile. Leave approximately
3/4" (19 mm) to 1" (25.4 mm) from the outside
edge of the tile, inward, free of foam to allow for
expansion.
4. Turn cover file over after foam is applied and place
onto pan file course. Insure a minimum of 20 (129
cm) - 25 (161.3 cm) square inch contact area on
each side of the cover tile to the pan tile. Continue
in same manner. Trim away any cured exposed
foam adhesive. Pointing of longitudinal edges of
the cover tiles are considered optional.
5. When additional nailing is required, 2" (50.8 mm)
x 4" (101.6 mm) nailers or the tie wire system
using galvanized, stainless steel, or copper wire and
compatible nails may be used.
END OF THIS ACCEPTANCE
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 11 of 11
Section C
Miami -Dade County Building Department Electronic Application
M High Velocity Hurricane Zone Roofing Permit Application Form
"Delivering Excellence Every Day" Section C page (Low Slope Roof Systems)
Fill In the specific roof assembly components. If a component is not required, insert not applicable (n1a) in the text box.
MANUFACTURER: I GAF Material Corp.
Top Ply:
ROOF SYSTEM
Product Approval (NOA): 13-0424.14 System Type:
Mineral Surface Cap Sheet
Top Ply Fastening / Bonding Material:
Wind Uplift Pressures, From RAS 128 or Sealed Calculations:
I Hot Asphalt
(131) Field: -42.8 psf
Surfacing:
N/A
(P2) Perimeters: -71.7 psf
(P3) Comers: '108.7 psf
Maximum Design Pressure From NOA: -52.5 psf
Roof Slope: 0 .:12 Roof Mean Height: 12 it.
Parapet Walls: 0 No 0 Yes Parapet wail Height: ft.
Deck Type: 15/8" Plywood—
Support Spacing: 24 1 " o1c
Aitemate Deck Type: — N/A —
Existing Roos:
- N/A -
Fire Barrier:
— N/A —
Vapor Barrier.
— N/A —
Anchor Sheet:
— N/A.—
Anchor Sheet Fastener/ Bonding Material:
— N/A —
Insulation Base Layer Size & Thickness:
- N/A -
Insulation Base Layer Fastener / Bonding Material:
Hot Asphalt
Insulation Top Layer Size & Thickness:
— NIA —
Insulation Top Layer Fastener / Bonding Material:
—'N/A —
Base Sheet(s) & No. of Ply(s):
GAFGLAS #75 Base Sheet (1 Ply)
Base Sheet Fastener/ Bondinq Material:
1 1/4" R.S. Nails
Ruberoid 20 0 Pty)
Ply Sheet Fastener / Bonding Material:
Hot Asphalt
SINGLE PLY MEMBRANE:
Single Ply Manufacturer / Type:
— N/A —
Single Ply Sheet Width: N/A " 1/2 Sheet Width: N/A
No. of Single Ply 1/2 sheets: NIA
Single Ply Membrane Fastening / Bonding Material:
— N/A —
�✓ FASTENER SPACING FOR BASESHEET ATTACHMENT
❑ SINGLE PLY MEMBRANE ATTACHMENT
1. Field: El " o/c @ Laps &El rows ED - o/c
2. Perimeter:E] " o/c @ Laps & rows " o/c
3. Corner: 6 " o/c @ Laps &E] rows ED - o/c
NUMBER OF FASTENERS PER INSULATION BOARD:
1. Field: EE 2. Perimeter. IE 3. Comer. N/A
Insulation Fastener Type:
— N/A --
WOOD NAILER TYPE AND SIZE:
— N/A —
Wood Nailer Fastener Type and Spacing:
— N/A —.
EDGE & COPING METAL SIZES:
Edge Metal Material [—Galvanized Metal—
Edge Size: —3" face 26 ga —
Hook Strip Size: —METAL EDGE HOOK STRIP N/A—
Edge Metal Attachment:
(— N/A —.
Coping Material: I —PARAPET COPING METAL N/A—
Coping Size: —COPING METAL SIZE N/A—
Hook Strip Size: --COPING METAL HOOK STRIP N/A—
Parapet Coping Metal Attachment:
— N/A —
Edge Nailable Deck
MIAM
Emm
"Delivering Excellence Every Day"
Miami -Dade County Building Department EIectronic Application
High Velocity Hurricane Zone Roofing Permit Application Form
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing,
Counterflashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material
Thickness, Fastener Type, Fastener Spacing
Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16.
Top Ply
Interplies
Base Sheet Roof Mean Height: 2 ft.
Drip Metal:
E3Face 26 ga.
Surfacing:
—a— Drip Metal F-N/A-
Top
Ply:
FGAFGLAS Mineral Surface Cap Sheet
Interplies:
Y
s Ruberoid 20
Y - Base Sheet:
Roof Deck GAFGLAS #75
Deck Type:
5/8" Plywood
DErARTMViT 'OF REGUATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
1361 Alps Road
Wayne, NJ 07470
materials. The documentation
Product Control Section to be
Having Jurisdiction (AHJ).
MUMI-DADE COt)NW
PRWVCTCONI' OLSEC71ON
11905 SW 26 Stott Room 209
Miami, FW" 33175-2474
T (796)315-2590 F (796) 31525-
v
ved and accepted by Miami -Dade County RER -
ity and other areas where allowed by the Authority
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 tins 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
jurisdictiom 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.
Dummom. : GAF Rubereie Modified Bitumen Roof System for Wood Declis
LABELING*. Each unit shall bear a permanent label with the manufacturees name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENIMAL of this NOA shall be considered after a renewal application has been filed and them has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occurafter the expiration date or ifthere 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 Wes, 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.
ADVFJtTISE*W,NT: 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.
Nspwnom A copy of this entire NOA shall be provided to the user by the manufacturer or its distribitors
and shall be available for inspection at the job she at the request of the Building Official.
This NOA renews and revises NOA No. 09-0224.01 and consists of pages 1 through 29.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA Nea 13-0424.14
EXpirstion Date: 11184/14
Approval Date: IW1113
Page 1 of 29
Wmbrane Type: SBSISBS, Cold Applied
Deck Type 1: Wood, Non -insulated
DeckDeseription: 151,; or greater plywood or wood plank. decks
System Type E(I): Base sheet mechanically fastened to roof deck
Ali General and System Limitations shall apply.
Fire Barrier: FireOut7 Fire Barrier Coating, VersaShield* Fire -Resistant Roof Deck
(Optional) Protection or Securock* Gypsum -Fiber Roof Board,
Basesbeet: GAFGLAS* #80 Ultima Tw Base Sheet, GAFGLAS* Stratavent! Eliminator"'
Nailable Venting Base Sheet, Ruberoid* 20, Ruberoie SBS Heat -Weld"'" Smog
or Ruberoie SBS Heat -Weld'" 25 base sheet mechanically fastened to deck as
described below
-
Fastening GAFGLASO Ply 4, GAFGLAe FlexPly�" 6, GAFGLAS* #75 Base Sheet or any
options.. of above base sheets attached to deck with approved annular ring shank naits and
tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12"
o.c. in theIield.
(Maxim De*n Pressure -45 psf, &e General Ll nitation #7)
GAFGLASO Ply 4, GAFGLAe FlexPly T" 6, GAFGLAS4 #75 Base Sheet or any
of above base sheets attached to deck with Drill -Tec #12 Fastener, Drifl-TeC7
# 14 Fasteneror Drill-Tec7m XHD Fastener and Drill-Tec7 3- Steel Plate, Dri11.
Tec
ITec7 AccuTrac" Flat Plate or Drill -Tec- Ac Trace Recessed Plate:installed 12"
o.c. in 3 tows. One row is in the 2" side lap. The other -rows are equally spaced
approximately ir ox. in the field of the sheet.
(Mazimunt Deign Fr ere -45 psf, See General Liniftation #7)
GAFGLAe Flcxfly� 6, GAFGLAS* #75 Base Sheet or any of above base sheets
attached to deck with approved annular ring shank nails and tin caps at a fastener
spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field.
(MaximumDeskn Pressure -52.5 psf,,See General Lbabsilan #y}
GAFGLAe #80 Ultirrur Base Sheet, Ruberoi(f 20, Ruberoid* Mop Smooth,
base shed attached to deck with approved annular ring shank nails and tin caps at
a fastener, spacing of 9" o.c. at the 4" lap staggered and in two rows 9" ox. in the
field.
(Maxim[ Des Pressure -60 psf, See Gener-al Lim#wkn #7)
Drfll-TeC #12 Fastener, Drill -Tec'- # t4 Pas tier or Drill -Tee- XHD Fastener
and Drill -Tec 3- Steel Plate, Drill -Tec"" AccuTrae Flat Plate or Drill-Tec:-
AcciiTrae Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side
lap. The other tows are equally spaced approximately 9" o.c. in the field of the
sheet
(Maximum Design Pressure -60 psf, See General LlmUadon #7j
lap staggered in two -rows 9" in the field.
(Maxhnam Deskm Prmure -40 p4; &e General Unizoian #7)
NOA Ne�:134424.14
Expiration Date: 11/%/14
Approval Date: 19131/13
Page 25 of 29
GAFGLAS:6 075 Base Sheet or any of above base sheets attached to deck with
Drill -Tec * #€12 Fastener,:Drill-Tec"` #14 Fastener or Drill-Tcc7 XHD Fastener
and Drill -1 W* 3" Steel Plate, Drill-Tec7 AccuTme Flat Plate or Drill-Tec7
AccuTrk' Recessed Plate installed r o.c. in 4 rows. One row is in the r side
lap. The other rows are equally spaced approximately r o.c. in the field of the
sheet.
(Mxdmum Do** Newure —75 psf, See Geneml Limkafim
Ply Sheet: (optional) One or more plies GAFGLAS* Ply 4, GAFGLAS* FlexPly'" 6,
GA,FGLAe #80 Ultima Base Sheet, Ruberoid* Mop Smooth or Ruberoie 20
sheet adhered in a full mopping of approved asphalt applied within the EW range
and at a rate of 2040 lbsJsq.
Membrane- =or more plies of Ruberoie Mop Smoolth, Ruberoie Mop 170 FR, Ruberoie
Mop Granule, RoofMatch"SBS Modified Granular, Ruberoid*Mop Plus Gramde,
Ruberoie 30, Ruberoie EnergyCap' 30 FR SBS Membrane,
Ruberoid* 30 FR or Ruberoie Mop FR, in adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20-40 tbs./sq.
Or
One or mom plies of Ruberoie Mop Smooth, RuberoW* Mop Granule,
RoofflatcW" SBS Modified Granular, Ruberoie Mop 170 FR, Ruberoie Mop
Plus Granule, Ruberoie 20, Ruberoid* 30, Ruberoie EnergyCap�30 FR SBS,
Membrane, Rubemid* 30 FR or Ruberoid" Mop FR adhered in MatrixTm 102 SBS
Surfacing-. Optional on granular surfaced membranes; required for smooth membranes.
Chosen components must be applied according to manufacturer's application
instructions. All coatings must be listed within a current NOA.
1 Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a flood coat of approved
asphalt at 60 lbsJsq.
2 r GAFGLAS* Ener gyCapm BUR Mineral
Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT
range and at a rate of 2040 IbsJsq-
I Topcoat* Elastomeric Roofing Membrane,;Topcoat* MB Plus (to be used as a primer with
Topcoat* Elastomeric Roofing Membrane) or Topcoats` Surface Seal SE; applied at I to 1.5
galisq.
Maidmom Design
Pressure; See Fastening above
NOA No.: 13-0424.14
Expiration Date: 11AW14
Approval Date: 10/3hq3
Page 26 of 29
Wom) DwK SysTlEm lxt=AmNs:
I A slip sheet is required with GAFGLASO Ply 4 and GAFGLAS* FlexPly ' 6 when used as a
mechanically f4tmed base or anchor sheet.
2. Minimum 1/4" DensDecV Roof Board or '/?" Type X gypsum board is acceptable to be installed
directly over the wood deck.
GmEPAL LnwAnom:
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 41 x 41 maximum.
4. An overlay andfor recovery board insulation panel is required on all applications over closed cell
foarn 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 r ribbons in three rows, one at each side lap and one down the center of the sheet allowing
a continuous area of ventilation- Encircling ofthe strips isnot acceptable. A.6" break shall be
placed every IT in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbsJsq. Note: Spot attached systems s be limited to a maldmum,
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field-UsW4 are below 275 lbf insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base shed 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,
Engineer, Architect; or Registered Roof Consultant may be submitted. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from TestiagApplication 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 thrix limitation is spec ffically referred within this NOA, General bmitittion #9 will not
be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, andtor flashing termination designs
shall conform to Roofing Application Standard RAS I I I and applicable wind load requirements.
9. The maximum designed pressure ltation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and corners) Neither rational analysis, nor extrapolation shall be permitted for
(When this hmitafdon is speeffically referred within this WOA, General Limitation #7 Will not
be applicaW)
10. All products listed herein shall have a quality assurance audit in accordance with. the Florida
Building Code and -Rule 9N-3 of the Florida Administrative Code.
END OF MS ACCEPTANCE
NOA No..- 13-0424.14
ExpiratianDate' 11AW14
Approval Daft: I KUM
ftV 29 of Z4
TGFU.R1306 - Roofing Systems
Surfacing (Optional)., — "TOPCOAT@ EnergyCote— Elastomeric Coating" applied at a rate of 2-gal/100-W.
16. Deck: NC
Incline: 1/2
Page 4 of 47
Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or adhered with
"LRF Adhesive M" or OMG Inc. "Oiybond Fastening System" applied as a nominal 3/4 -in. bead or "GAF 2 -Part Roofing Adhesive" applied as
a nominal 2 -1/2 -in. bead with a maximum on -center spacing of 12 -in. or any UL Classified insulation adhesive applied per the
manufacturer's installation instructions.
Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply® #75 Base Sheet", mechanically fastened
Ply Sheet: — One or two plies Type GI "GAFGLAS@ Ply 4" or "Tri -Ply® 4" or "GAFGLAS@ Flex -Ply" 6" or Type G2 "GAFGLAS® #75
Base Sheet" or "Tri-Piy@ #75 Base Sheet", fully adhered with hot roofing asphalt.
Cap Sheet- — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt
Surfacing: — "TOPCOAT@ EnergyCote— Elastomeric Coating" or "TOPCOAT@ MB Plus" or 'TOPCOAT@ 322 White Elastomeric Coating",
applied at a rate of 2-gal/100-ft.
17. Deck: C-15/32
Incline: 1/2
Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with
OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive.
Barrier Board: — Minimum 1/4 -in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard" or
"DensDeck DuraGuard— Roofboard" or minimum'/4-in. thick Untied States Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX-G) or
"SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any
UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6 -in. from plywood deck joints.
Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply #75 Base Sheet" mechanically fastened
Ply Sheet — One or two plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply 4" or "GAFGLAS@ Flex Ply 6" or Type G2 "GAFGLAS@ #75 Base
Sheet" or "Tri -Ply #75 Base Sheet" fully adhered with hot roofing asphalt.
Cap Sheet- — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt.
Surfacing: — "TOPCOAT@ EnergyCote— Elastomeric Coating" or "TOPCOAT@ MB Pius" or "TOPCOAT@ 322 White Elastomeric Coating"
applied at a rate of 2-gal/100-ft?.
18. Deck: NC
Incline: 1
Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or adhered with
"LRF Adhesive M" or OMG Inc. "Olybond Fastening System" applied as a nominal 3/4 -in. bead or "GAF 2 -Part Roofing Adhesive" applied as
a nominal 2 -1/2 -in. bead with a maximum on -center spacing of 12 -in. or any UL Classified insulation adhesive applied per the
manufacturer's installation instructions.
Base Sheet. — One ply "GAFGLAS@ Stratavent@ Eliminator— Venting Base Sheet" or Type G2, fully adhered with hot roofing asphalt
Ply Sheet: — One or two plies "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or
"Ruberoid@ 20" or "Ruberoid@ 20 HT", fully adhered with hot roofing asphalt
Membrane: — One ply "GAFGLAS@ Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt
Surfacing: — "TOPCOAT@ EnergyCote— Elastomeric Coating" or "TOPCOAT@ MB Plus" or "TOPCOAT@ 322 White Elastomeric Coating"
applied at a rate of 2-gal/100-fl?.
19. Deck: C-15/32
Incline: 1
Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with
OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive.
Barrier Board: — Minimum ys-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard" or
"DensDeck DuraGuardl Roofboard" or minimum'/4-in. thick Untied States Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX-G) or
"SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any
UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6 -in. from plywood deck joints.
Base Sheet: — One ply "GAFGLAS@ Stratavent Eliminator Venting Base Sheet" fully adhered with hot roofing asphalt
Ply Sheet: — One or two plies "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth Plus" fully adhered with hot roofing asphalt
Membrane: — One ply "GAFGLAS@ Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt
Surfacing: — "TOPCOAT@ EnergyCoteTM Elastomeric Coating" or "TOPCOAT@ MB Pius" or "TOPCOAT@ 322 White Elastomeric Coating"
applied at a rate of 2-gal/100-1`1:2.
Base Sheet: — or "Tri -Ply® #75 Base Sheet" mechanically fastened.
Insuliation (Optional): — Any thickness or combination: perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened
or hot mopped or adhered with OMG Inc. "OI Bond Fastening System" or an UL Classified insulation adhesive.
Base Sheet: —=or more plies �or "Ruberoid@ 20 HT" ,�or mechanically attached.
Cap Sheet: —=ply Type G3 or 'Tri -Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@
EnergyCap- BUR Mineral Surfaced Cap Sheet."
1. Deck: C-15/32
Class 8
Incline: 3-1/2
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
periite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness.
Ply Sheet: — Two or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Pty 6" mechanically fastened
Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Pty@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCap—
BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
2. Deck: C-15/32
Incline: 3-1/2
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness.
Base Sheet — Two or more plies Type G or Type G2 or Type G3.
h"://database.ul.com/cgi-bin/XYV/template/LISEXT/ I FRAME/showpage.html?name=T... 4/30/2014