RF-15-2568 , f
f
9 Inspection Worksheet
4
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores,FL
Phone: (305)795-2204 Fax: (305)7568972
Inspection Number: INSP-252063 PermitNumber: RF-10-15-2568
Scheduled Inspection Date:April 20,2016 Permit Type: Roof
Inspector: Naranjo, Ismael Inspection Type: Final Roof
Owner: THEODORE, MARIATAR Work Classification: Tile
Job Address:282 NW 111 Terrace
Miami Shores,FL 33168-3325 Phone Number
Parcel Number 1121360010590
Project; <NONE>
Contractor: MIAMI ROOFING SYSTEMS,INC Phone: (305)754-5554
Building Department Comments
TEAR OFF ROOF DOWN TO WORKABLE SURFACE Infractio Passed Comments
INSTALLED, INSTALL DRIP EDGE METAL, INSTALL TILE INSPECTOR COMMENTS False
UNDERLAYMENT, INSTALL TILE.
nspector Comments
Passed CREATED AS REINSPECTION FOR INSP-251934. CREATED AS
EJ" REINSPECTION FOR INSP-251899. CREATED AS REINSPECTION FOR
INSP-245395. No ladder on site
Failed ❑ CANCEL BY ROOFER CARLOS 305-7545554
With plystick valley must be open metal showing or coated
PROVIDE REQUESTED PICTURES OF FLAT
Correction
Needed
Re-inspection
Fee
s�No Additional Inspections can be scheduled untille
re-Inspection fee is paid
April 19,2016 For Inspections please call: (305)762-4949 Page 11 of 46
I '
1
1
Miami shores Village
a nulldin9 Department
�n
men
t
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Irl pR ► Tet: (305)795.2204
Fax: (305)756.8972
RE: Permit d "1 0—I J DATE: 5
INSPECTION AFFIDAVIT
1 O licensed as an
( ) Contractor/Engineer/Archrtect,
(Print name and L"tcense Typ) FS 468 Building Inspector
License#: Cw, I F2:&Rt9
On or about—&D-y- 20 VE @ ion,LO G ffx , I did personally inspect the roof deck nailing
(Date&t*)
work at � TTr i r1 (p
tete gob Std Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Based on 553.844 F.S)
Si nature
�r
K"HAMM
State of Florida NdWyPWft'ftftof No
County of Dade:
My Cam
�►a 14.201e
The undersigned, being the first duly swom,deposes and says that he/she is the contractor for the above property
mentioned.
Swom to and subscribed before me this da of u IS
Notary Public, Sate of Florida at Large
'Germ,MUM,Reuel,or Rwft Coftefts or aq huNAW tsMed w*r4%F.S.to an k"edm k*0 d Mh*i a orft tdwft
pemdt#and eddrr3ss#dewk shown rrrarked on the deck ror each kopwft
TEC Lab Report No. 125507
, . . ORIDA
PROVID5f SOLUTIONS TO THE ROOFING INDUSTRY
C.A.#30448
Lab Certificate#13-0507.02
CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE
TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS-106
PROPERTYADDRESS: 282 NW 111th Terrace,Miami Shores PERMITNo: RF10-15-2568
ROOFING
OWNER: Manatar Tloodore SQUARES: 20
CONTRACTOR: Miami Roofing ROOFPITCH.• 3:12
INSPECTOR
TILE TYPE: Double Roll INITL4L S:• JC&YM
ATTACHMENT.• Polyfoam TEST DATE: 1/18/2016
Testing Equipment:Digital Cbatillon pFIS 200 Test Tabulation Require]Testing Force:35 Ibs
No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT
1-9 Passed
10.19 Passed
20.29 Passed
30.32 Passed
THIS ROOF HAS:PASSED ® FAILED[]THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS 106.
23 22- -
24 _ 21
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17
16
7 28 15
58
2
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12 j 10
4 - ba
incere ,
Alberto Cardona,P.E.
Lic.No. 17138
A/4
10735 SW 21611 St. Unit 416 Tel:3W256-4350
Miami FL 33170 Page 1 of 1
www.FloridaTEC.net
01/28/2016 10: 16 FAX IM001/002
W CERTIFICATE OF LIABILITY INSURANCE z 19 o1's
THI8 CERTIFICATE 10 ISSUED AS A MATTER OF INPORMATION
QUALITY I>�18LtAATTCE ONLY AND CONFERS NO RIGHTS UPON THE CORTIPICATE
9724 BW 72 ST HOLDER. THIS COVIRCA18 DORS NOT AiA81+117, �CIEAID OR
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BY THE POLItDEs BELOW
IZAW, SL 33173
305 262-1768 WBURERS APPMING COYMAGE NAILS
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MAY PER AIN.THE INSURANCE AFFOROM BY THE PMJCWS DESCRIBED HOMM is SIt Wr TO AM THE Tom.M=UaU=AND CONDITIONS OF SUC14
P0WEN-AGtaliEMTELIMRSBH YWN MAY MAVEBEEN REDUMORYPAW CLANS.
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00=CITY IN DZIPAra= 9G�WT DATE TMVW-7M MUM @ WER WILL ENDEAVOR TO eAiA.V DAYS Wmrri N1
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ACOR029000i1 GACORD CORPORATE iM
01/28/2018 10: 18 FAX IM 002/002
-� CERTIFICATE OF LIABILITY INSURANCE DATE(k1W=YYYY)
o1MM16
THIS C91111TIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS
CERTIFICATE 00138 NOT AFFIRIBATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
TH181 CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INBURER(S),AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. '
IMPORTANT.N Nm cartflaste holder Is an ADDITIONAL INSURED,the Palley pea)must be endorsed.If SUBROGATION 19 WAIVED,Subject lo the terms add eonditlats
of Iho policy,alttatn polldes may require an endorsement A statement an thle eardr4ab does not coMer rights w the cartments holder In Ilan of such
endorssment(s).
PRODUCER 2 MTAM NAIVE:
PHONE c 1 •1820 x4SQ0 FAXZ.mi: 79T am
FrankCrum Inamince Agency,Inc. 54WLAA2REss:
100 South Missouri Avenue s AFF OWARAOE N"
Clearwater FL 33756 INSURER A: Frank VAnshm Chun Insurance Co. 11800
INSURED R .
INSURER C
FRANKCRUM UCIF MIAMI ROOFING SYSTEMS,INC. INSURER
100 SOUTH MISSOURI AVENUE INSURER I-'
CLEARWATER FL 33756 �M F,
E CRIMPICATENUMBER: 347458 VI 1 INDER.
THIS Ri TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED B19L.OW HAVE SE01 ISSUED TO THE INSrAi6D NAM ABOVE FOR 1Ht POLICY PERIOD INDICATED.
NOTIMTHSTANDING ANY REQUIREMENT.TWW OR CONDITION OF ANY OOWWT OR OTHER MOMENT WITH RESPECT TO MIGH THIS CERTIFICATE MAY BE ISSUED OR MAY
PERTAIN.TM INSAI RANGE AFFORDED BY THE POLICES DESCRIBED HEREIN IS SUSAOT TO ALL THE TEAMS,EXCLUSIONS AND C&NDITIONSi OF SUCH POLiCIM Lws SHOWN
MAY HAVE BEEN REDUCED BY PAID CLAW&
'LTR TYFBOFPoww"c! AWSAD DOL9VND POLICY I LawseBNEAAL LIABILITY
BaCH OCaURRENt;B
OOAeAgROIA{,t1RAl.W1B0.RY pnt TO RED{T® S
CLAIM@►AADS DOtxuR MW 9XF(Any aro pawrt) e
PBUMNALe ADV INJURY E
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POLICY PROJECT LOC $
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EMSCRIPTION OF OPERATIONS 1 LOCATIONS/VL=LES(Aaxh ACOM 101,AddltlonW AMPYIIW,Schadukh it more apses M►aawrcal
THIS CERTIFICATE REMAINS IN EFFECT PROVIDED THE CLIENTS ACCOUNT IS IN GOOD STANDING WITH FRANKCRUM.COVERAGE IS NOT
PROMD ED FOR ANY EMPLOYEE FOR%"Jcm THE CLIENT IS NOT REPORTING HOURS TO FRANKCRUM.COVERAGE IS NOT PROVIDED FOR
STATUTORY EMPLOYEES OF THE CLIENT.EFFECTIVE CSIM005,APPLIES TO 100%OF THE EMPLOYEES OF FRANKCRUM LEASED TO MIAMI
ROOFING SYSTEMS,INC.305.754-5=
E I TE ER CANCELLATIO
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED
EXPIRATION DATE TFUMC'.NOTICE WILL BE 06LIV MC)IN AOCORDANOE WTH THE
PMJCYPROIRBIONS,
CITY OF MIAMI SHORES ALIf110Rt260 BBNrA
10050 NE 2NDAVE
MIAMI SHORES,FL 33136-2304
ACORD 28 001W") The ACORD name andIoyO ars telllatared marks of/CORD 019a"010 ACORD CORPORATION.All rlytrty resarvea.
U t
y Miami Shores Village y'
10050 N.E.2nd Avenue NW
Miami Shores,FL 33138-0000
r
Phone: (305)795-2204 . MMW
Expiration:04/18/2016
Project Addres Parcel Number Applicant
282 NW 111 Terrace 1121360010590
MARIATAR THEODORE
Miami Shores, FL 33168-3326 Block: Lot:
Owner Information Address Phone Cell
MARIATAR THEODORE 282 NW 111 Terrace
MIAMI SHORES FL 33168-3325
Contractor(s) Phone Cell Phone Valuation: $ 13,980.00
MIAMI ROOFING SYSTEMS,INC (305)7545554 Total Sq Feet: 2286
Type of Work:Re Roof Available Inspections:
Additional Info:TEAR OFF ROOF DOWN TO WORKABLE SURF Inspection Type:
Classification:Residential Up Lift Report
Scanning:3 Tin Cap
Final Roof
Tile In Progress
Renailing Affidavit
Review Roof
Cap Sheet
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
Bond Type-Contractors Bond $500.00 Invoice# RF-10-15-57374
CCF $8.40 10/09/2015 Credit Card $50.00 $790.40
DBPR Fee $4.50
DCA Fee $4.50 10/21/2015 Credit Card $790.40 $0.00
Education Surcharge $2.80 Bond#:2889
Permit Fee-New Roof $300.00
Scanning Fee $9.00
Technology Fee $11.20
Total: $840.40
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify al he foregoi g information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zo
oing. Futhe re, authorize ab ov contractor to do the work stated.
i` October 21,2015
A 91-9ndu�Vment
er pplicant / Contractor / Agent Date
Building Dep Copy
October 21,2015 1
' Miami Shores Village
Building Department 07CT 2015
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)7S6-8972 BY: —�
INSPECRON LINE PHONE NUMBER:(W5)762-4449
FBC 20(Y
� 5-
Master Permit No�
BUILDING
este e
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ELECTRIC ROOFING ❑ REVISION ❑EXTENSION (RENEWAL
❑PLUMBING ❑MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION SHOP
CONTRACTOR DRAWINGS
' r
JOB ADDRESS: o?�� W I I Ie
T
City: Miami Shores County: Miami Dade Zio:
Folto/Parcel#: ii—a!?,o— CXR I b!J C!o Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): Q 1(i4CA✓ 1 L��t�nl2? Phone#:
Address: 6 of NW I
City: n, l Cinn" -�nw-- S State: Zip: mi(,Pr
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name:
Address: U09 I)U-) IM 6+-
City: ailC►XY1l State: �� Zip: 9'A
Qualifier Name: 16WACQA 6y?AQ Phone#:
State Certification or Registration#: C G ► i $3079 It Certificate of Competency#:
DESIGNER:Architect/Engineer:En ineer:
Phone#•
Address: City: State: Zip:
value of work for this Permit: uar Linear Foote f Work: 03. o�%
$ 0 0
i
of Work: ❑ Addition Alteration New e a
❑ tr Re lace Demolition
Type ❑ �P / P ❑
Description of Work: 'I •- Qff MOf +" VJCN-VCbU
lwJtau o prL&v an4all I 1i
Specify color of color thru tile: T em&-ealiL.
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ TrainkWEducation Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ 0 .
(Revrsed02/24nara)
r
t
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and Installations as Indicated. I certify that no work or Installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT. I certify that all the foregoing Information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment: Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature 9�0040r
OWNER or AGENT CON RACTOR
The fo going instrument s acknowledged before me this The foregoing instrume s acknowledged before me this
day of 20./5 ,by day of 20 J .by
E
Q who is personally known to ` who is 11 kno to
produced as has who me as or
me or who has produced � L_ _ p
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
min' fin:
Print: Print:
Seal: MI Com. 142016 Seal: I*Go& it. 8
Se 0P►
CanmIt m! CoseOplo�1
EE 108daS.
*****s*********ssssss**s********* s*ss *s ** ss*sssss*s******************sssssssssss**s*s*s****a***********
E�
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(RevWW=4/2m4)
Boom ou. Miami Shores Village
Building Department
R 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305)795.2204
Fax: (305)756.8972
CONTRACTORS' REGISTRATION
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*
(Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit)
IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY:
A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER
B. COPY OF LOCAL BUSINESS TAX RECEIPT
C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL
CONTRACTOR'S TAX RECEIPT.
D. COPY OF LIABILITY INSURACE*
E. COPY OF WORKERS COMPENSATION INSURANCE*
(Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit)
*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 Hcense number.
BUSINESS NAME: "AAA.] EV—
BUSINESS ADDRESS: S� CITY `tea STATE Li- ZIP l4Z?;
BUSINESS PHONE:( 5�� -7c-;- 1' 2 FAX NUMBER IS-4 3:2
CELL PHONE QUALIFIER'S NAME:.jjj C.cA r, I Cc
QUALIFIER'S LIC NUMBER: CU,,
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD (850)487-9395
,A�`` 1940 NORTH MONROE STREET
TALLAHASSEE FL 32399-0783
OJEDA, JANCEL
MIAMI ROOFING SYSTEMS, INC
7840 SW 127TH ROAD
MIAMI FL 33183
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 STATE OF FLORIDA
from architects to yacht brokers,from boxers to barbeque restaurants, DEPART F,BUSINESS AND
and they keep Florida's economy strong. PROFE
S REGULATION
Every day we work to improve the way we do business in order toCCC1330811 t �U �:09!23/2015
serve you better. For information about our services,please log onto
www.myflorldallbonse.com. There you can find more informationCERTIFIED ROQ IN LGO,NTRAGT
about our divisions and the regulations thqt impact you,subscribe
to department newsletters and learn more about the Department's OJEDA,JANCE < .
initiatives. MIAMI ROOFIIob
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 Florida, IS CERTIFIED under the provisions of Ch.489 FS.
and congratulations on your new license! 0*99onddo:AUG 31.2016 L1509230000348
DETACH HERE
RICKC(�7T,GOVERNOR KEN LAWSON,SECRETARY
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONST- RUETIW.INDUSTRY LICENSING BOARD
CCC1330811
The ROOFING CONTRACTOR w'
Named below IS CERTIFIED
Under the provisions of Chapter 489 FS.
Expiration date: AUG 31, 2016
ka o .a
OJEDA, JANCEL ,µ
MIAMI,ROOFING SYSTEI1R
667 NW 101 ST`STIT w ,
MIAMI
"= d, a •
ISSUED: 09123/2015 DISPLAY AS REQUIRED BY LAW SEQ# L1509230000348
Local Business Tax Receipt
Miami—Dade County, State of Florida
—THIS IS NOT ABILL—DO NOT PAY \ILBT/
5466222
BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES
MIAMI ROOFING SYSTEMS INC RENEWAL SEPTEMBER 30, 2016
JANCEL OJEDA QUALIFIER 5706248 Must be displayed at place of business
667 NW 101 ST Pursuant to County Code
MIAMI,FL 33150 Chapter 8A—Art.9&10
OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED
MIAMI ROOFING SYSTEMS INC 196 SPECIALTY BUILDING BY TAX COLLECTOR
SUSANA MARTINEZ PRES CONTRACTOR 82.50 10/08/2015
Worker(s) 3 CCC1330811 0223-16-000117
i This Local Business Tax Receipt only confirms payment of the
Local Business Tax.The Receipt is note license,
permit or a certification of the holders qualifications,to do business.Holder must comply with any governmental
or nongovernmental regulatory laws and requirements which apply to the business.
The RECEIPT ND.above must be displayed on all commercial vehicles—Miami—Dade Code Sec 6a-276.
MIAMI For more Information,visit www miamidade govltaxcollector
Mn CERTIFICATE OF LIABILITY INSURANCE ion
FFAMUCM THIS CERTIFWATE IS SNKM AS A MATTER OF EIFORM TM
INSVRANCM ONLY AND C NO RIGHTS UPON THE CERTIFICATE
Sites HOLM. THIS C ERI FWATE DOES NOT AWNDr ®CiSND OR
8724 SW 72 ST ALTER THE COVERAG1E BY THE POLI = BELOAIII.
, M 33173
305 262-1788 CURERS AFFORDING COVERAGENAICsI
iS— itoor NG SYSTIIdS, INC o A: ARCR SBICIALITY IN$.CO
neL�
667 NW 101 STRZET *atom a
mxAm, FL 33150 swumn a
Cglamm
THE s OF MXVJM USTED BELOW HAVE BEEN ISSUED TO THE D NAMED ABOVE FOR THE PC=PERIOD INWATM NOtv111 MANDM8
ANY RMMMW.TOW OR t0NDR10N OF MY CONPR=OR OTHER DOOLMW WI1 H RESPECT TO WHICH THIS CERTFICATE MAY BE ISSUED OR
MAY PERMIN,THE iNs<IR UCE AFFORDW BY THE POMMS DESCRIM HERRN 18 SUSMOT TO AM THE TME,MMSIONS MID COMMONS OF SUCH
POUCES AMMATELM MSHOWNMAYHAYESEENIEDUCEDBYPOMCLAWS
POUCY NWS um"tit UAlUff EACH� s 1,000,000
XWwmimmmomwom lues o i t s 100,000
aAM AAE 0 00= wws 10,000
A 8 i /I DID 2500 008451-01 01/19/15 01/18/16 PEu AIsaav r s 1,000,000
s PID DZD 2500 lIENi'RAL A8GOMTE s 2,000,000
QMA9WWMTEUWTAPPLWPM 2,000,000
s PW.IOY
AUTOMONUUMM ComoomallmELM $
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ROOFING CW%%U CTOR CCC1330911
CER'YWICAT9 HOUMN CANCMLATM
BHD=ANY OF THE ABOVE DEMOM POUWES W CANCBAW UMM THE E%PRA
CITY OF MIm4I $BpRIS aASE TFiERMF.THE WSM MOM am t ENOEJIifat To MAL
JSL DAYS WMT M
B=LDING DIPARTNIM NOTM TO THE CBMWATS HOLMR"AM'am UzFf, F TO 0o W&HALL
10050 NSC 2 AVE. AGKM NO OMA71ON OR UAMM Km UPI
THE Rs ALiEM OR
XXMa SHORRS, FL 33138 FWFZSE fATM.
l=: {305) 756-8972 AUnMVRW REPrdMEMTW
ACORD25(2QG M) ®ACM CORPORATWH 1988
f �
CERTIFICATE OF LIABILITY INSURANCE oA nrn
a
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RWITS UPON THE CERTIFICATE HOLDEIL THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEMAt1VELY AMEND.EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOK
TNSS CERTIFICATE OF INWRANCE DOES NOT CONSTTIIRE A CONTRACT B MMU THE ANG WSJ,AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER
MOKWANT:8 the aeM hokler k an ADDITKWAL INSURED.#w Poky(las!must be mWomet NSUBROGATM IS WAIVED subject to Vw tetnw and Notre
of On PAY,awb to p ftfm my Megane an eadasement A sftromust an Oft owtifteft does not- 1, rVo to NreoeMBHade bmw be now o!such
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Clearwater FL 337 A: F CMwn bmwance Co. lien
"NKIRED Mst>ReR e
mau ?RC
FRAWCRUM UCJF MIAMI ROOFING SYSTEMS,INC. m
100 SOUTH MISSOURI AVENUE E:
CLFARWATER FL 33758
COVERAGES CERTIFICATE NUMSLR: 284160 REVISION NUMBER:
T!!S�TOCY TNAT'NttPO1JCt58 CF BAMCH I.IST>�lYti0.Ylf t�10 TO'lIS9 NtHMEw NAi1R ASOYSIPOR TfR3 POlIC1/Ptd BNNCATEA.
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THIS CERTIFICATE REMAINS IN EFFECT PROVIDED THE CLIENT'S ACCOUNT IS W GOOD STANDING WITH FRAWZRUM.COVERAGE IS NOT
PROVIDED FOR ANY EMPLOYEE FOR WHICH THE CLIENT IS NOT REPORTING HOURS TO FRANKCRUM.COVERAGE IS NOT PROVIDED FOR
STATUTORY EMPLOYEES OF THE CLIENT.EFFECTIVE O6J02f2OO5,APPLIES TO 110%,OF THE EMPLOYEES OF FRANKCRUM LEASED TO MIAMI
ROOFING SYSTEMS.INC.305-754-=
C1BtTiFICATE HOLDER
SHOUI.UANYOFTHE ABOVE DESCROM POLGIES BE CANCELLED GWRE THE
EXPIRAVON DATE TIMREOF,NOTICE WLL BE DELAOERED N AOCORDANCE WTH THE
POUCYPRQYISMS.
CITY OF MIAMI MORES AUINOREZSD Tt
10050 NE 21Nb AVE. •�
MIAMI SHORES,FL 33138
0 SBS&2010 ACORD CORPORATION.AN 10b nwmod.
ACORD 25(20iMS) The ACORD name and logo we mSWebm d mean ofACORD
OCT 2015
BY -
Florida
ASSEMBLIES AND ROOFTOP STRUCTURES t
LY:_ -_-J
Florida Building Code Edition 2004
High-Velocity Hurricane Zone Uniform Permit Application Form.
Section General Information)CU
it No. Process 0. l�J�rJ
LP r
Contractor's Name t 1at, t
�q Job Address Q 1 V 1 T �
ROOF CATEGORY �/
LU Low Slope 0 Mechanically Fastened Tile >6ortar/Adhesive Set Tile
® O Asphaltic D Metal Panel/Shingles O Wood Shingles/Shakes
Shingles
O Prescriptive BUR-RAS 150
ROOF TYPE
W
> 0 New Roof Reroofing D Recovering O Repair 0 Maintenance
x ® ROOF SYSTEM
Z 11 INFORMATION
0 Low Slopes Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF)
m c- 341 �tqqfy Qla (o
Section B (Roof Pian)
Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and oveliflow drains.
Include dimensions of sections and levels,clearly identify dimensions of elevated presstye zgpes an4Tdc'atljtn of ••••••
parapets. • • • •
•••••• •••• ••••••
'Oel U1511
• •• •••• •••••
•• •• • •• •••••
•
•
•
•
• • •
•
. q
15.
15.32 FLORIDA BUILDING CODE—BUILDING
r
T
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
High-Velocity Hurricane Zone Uniform Permit Application Form.
Section D stem)
Roof System Manufacturer:
Notice of Acceptance Number: 15- Dr&)3. I�
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculation
s)• _ �� ��0. 7
1: I P2• (��< i P3•
Maximum Design Pressure
(From the Product Approval Specific System): a(0, 0
Steep Sloped Roof System Description
Deck Type: j
Type Underlayment: - '�"�/� :•••�•
Ro Slope: • • •
12 •
Insulation: t •.•••• �••••• •••••
•
Fire Barrier: • •
...... . .. ... .
Ridge Ventilation? Fastener Type&Spacing: �Y.S• )�• rJ• ••• ••
+---. -
Adhesive Type: �e ••••
Type Cap Sheet: =f •• •
Mean Roof Height: _ Roof Covering:
Type& Size Drip 43
Edge:
15.34 FLORIDA BUILDING CODE—BUILDING
t
SecWn E
i T
MIAMWM Miami-Dade County HVHZ Electronic Roof Permit Form
s
"Delivering Excellence Every Day"
Section E(Tile Calculations)
Method 1 "Moment Based Tile Calculations Per RAS 127"'
For Moment based Vie 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: x x = 1 I. -Mg:F.lt, =Mrh: 37 5--`' NOA Mf
P 2: (0�.I x = ja : -Mg: fes.4`� =Mr2: Q. 5 1-' NOA Mf
P3: !l x2, ...cZ' i� _ .3 -Mg: =Mr3: 011.74 5J&./-1 NOA Mf
Method 3"Uplift Based Tie Calculations Per RAS IV' �'
For Uplift based tile systems use Method 3.Compare the values for F with the values for Fr.If the F values are greater than or equal to the Fr values,for
each area of the roof,then the tile attachment method is acceptable.
P1: x1:�= xw:®=®-W:®= %cos 0:r7mFrl: 5®NOA F'
P2:O x1: = xw:�= -W:�= xCos 0:El=Fr2:®!9 NOA F'
P3:® x1:�= xw: = -W:®=� xCos.:a=Fr3:®5® NOA F'
••••••
0000••
Where to Obtain information to complete file caiculationiC �.' •
...... .... ......
Whereto Find 000000 0 :0000:
Description Symbol 000000 •0006 • •
•
0000 0000 0000•
Design Pressure P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,signadand sealed ape professTdW 0
engineer based on ASCE 7. •• •• 0000 000000
•
;0
0
Mean Roof Height H Job Site � .0� 0 00.0;.
Roof Slope 8 Job Site 0 0 :0090:
• •
Aerodynamic Multiplier Product Approval(NOA) 0 0• •
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)
I=length
Tile Dimensions w=width Product Approval(NOA)
section C
MIAMI-DADE Miami-Dade County HVHZ Electronic Roof Permit Form
Section C Page(Low Slope Roof Systems)
ROOF SYSTEM MANUFACTURER: FIRESTONE Top Ply:
I I PLY APP 180 FIR
Product Approval (NOA): System Type: BUR Top Ply Fastening/Bonding Material:
Wind Uplift Pressures,From RAS 128 or Sealed Calculations: TORCH
(PI) Field: 42.8 psf Surfacing:I N/A
SINGLE PLY MEMBRANE:
(P2) Perimeters: psf Single Ply Manufacturer/Type:
(P3)Corners: PSI N/A
'.,
Maximum Design Pressure From NOA: 52.5 psf
Single Ply Sheet Width: N/A "1/2 Sheet Width: N/A
Roof Slope: 12 Roof Mean Height: 12 ft.
No.of Single Ply 1/2 sheets:FN/A
Parapet Walls: El No 11 Yes Parapet wall Height: ft. Single Ply Membrane Fastening/Bonding Material:
N/A
Deck Type: 1--5/8"Plywood-- ❑ FASTENER SPACING FOR BASESHEET ATTACHMENT
Support Spacing: o/c ❑SINGLE PLY MEMBRANE ATTACHMENT
Alternate Deck Type: N/A I Field:F67"o/c @ Laps&
Existing Roof: Ej rows 6 o/c
N/A 2.Perimeter:F67 '-o/c @ Laps&F47 rows [6
7 "o/c
Fire Barrier: 67 47 [67
IN/A 3.Corner:F .,o/c @ Laps&F rows "o/c
Vapor Barrier: NUMBER OF FASTENERS PER INSULATION BOARD:
N/A I 1. Field: N/A 3. Cornet:FN 7/A 2. Perimeter: F7
Anchor Sheet: •
insulation Fastener Type
•
N/A N/A
Anchor Sheet Fastener/Bonding Material: •
N/A WOOD NAILER TYPE AND SIZE:
Insulation Base Layer Size&Thickness: N/AI
N/A Wood Nailer Fastener Type and Spacivg,�-
Insulation Base Layer Fastener/Bonding Material: N/A *0 *0
•
FN/A EDGE&COPING METAL SIZES:
0 0
Insulation Top Layer Size&Thickness: Edge Metal Mat Ib
Material: Ketal-
FN/A
Insulation Top Layer Fastener/Bonding Material: Edge Size: 1--3"face 26 ga.--
Hook Strip Size:I--METAL EDGE HOOK STRIP N/A--
N/A Edge Metal Attachment:
Base Sheet(s)&No.of Ply(s):
2 PLY OF FIRESTONE MB BASE -.1-h R'S WAS Lill 0/c
Base Sheet Fastener/Bonding Material: Coping Material: --PARAPET COPING METAL N/A--
MECHANICALLY FASTENED 1 1/4 RS NAILS Coping Size:
I : --COPING
ME
TAL SIZE N/
Ply Sheet(s)&No.of Ply(s)
Hook Strip Size: --COPING METAL HOOK STRIP N/A--
N/A Parapet Coping Metal Attachment:
Ply Sheet Fastener/Bonding Material:
I N/A
Section C2d
IMIAMI•M DE Miami-Dade County Building Department Electronic Application
sm High Velocity Hurricane Zone Roofing Permit Application Form
°`l.:?elivering Excellence Every Day"
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.
Parapet Wall Height �'� {b� ft.
0000..
• •••.••
0000 •
Meam Roof Heio % � � � l� • •
q p t 0000 . . 0000..
6 rr i S •
V .r .i 4.. 0000••
� 0000 0000 • •
� 0000 0000 0000•
s f '
{ �YJ r'- a£ {'.. 0000•• • •• 0000•
t i 0000•• '•:••' 0000••
r •
� 0000•• • •
I : ' : • • 0000••
0000••
0000 0008••
s
y '
MIA*
M,f
"Delivering.Exeeffence Every Day"
MIAMI-DADE COUNTY
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
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 form. The owner`s initials in the designated space indicates that the item
has been explained.
1. Aesthetics-workmanship: 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) 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.
2.Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
renailed 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).
UR3.Common roofs: Common roofs 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. Exposed ceilings: 'Exposed, open beam ceilings are where the underside of the roof decking.can he
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 owner provides the o-Vtiori of
0000..
maintaining this appearance. ••••••
5. Ponding water: The current roof system and/or deck of the building mayqot draurvt A and may•
cause water to pond(accumulate)in low-lying areas of the roof. Ponding can be aifidifeation of�;tructuK;el••-
distress and may require the review of a.professional structural engineer. Ponding niayMorteiftheXe ••;••
expectancy and performance of the new roofing system. Ponding conditions may nCotVe bvideht.Mtil the'bt s final
.. .. 0000 0000•.
roofin system is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow of4so that th�ra fls not•��•.
overloaded from a build up of water. Perimeter/edge walls or other roof extensions may tlock,thisdisch&*rge if
overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers m accordance
with the requirements of. Chapter 15 and 16 herein and the Florida Building Code,Plumbing.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly(the building itself). The existing amount of attic ventilation shall not be
reduced.
Owner`s/Agent's Signature: Date:
Contractor's Signature: Permit Number:
Property Address: kL111 UJ 11
MIAMI-RADE MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
I 1805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33 175-24 74
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152549
NOTICE OF ACCEPTANCE (NOA) ivwi+'.n,iamidade.euc/eennum,
Firestone Building Products Company,LLC
250 East 96`h Street
Indianapolis, IN 46240-3702
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: Firestone Modified Bitumen Roof Systems over Wood Decks.
••••••
0000••
LABELING: Each unit shall bear a permanent label with the manufacturer's name ot�logo, city,�Wd and .'
following statement: Miami-Dade County Product Control Approved", unless othet�4is;.rjoted ttP.rejr * •000:0
RENEWAL of this NOA shall be considered after a renewal application has been there halt ;0000:
been no change in the applicable building code negatively affecting the performance c?"16 prodw!t*% ,.0•••
TERMINATION of this NOA will occur after the expiration date or if there has been*0�.Visior:or0'00 ""'0
change in the materials, use, and/or manufacture of the product or process. Misuse otrhit NOA as0aii" 0.00 •
endorsement of any product, for sales, advertising or any other purposes shall autom$t CZT;terminate this 0•
NOA. Failure to comply with any section of this NOA shall be cause for termination Tand reniovalwf••:• 0••••0
NOA. . • • 000••• 0
. . 0
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Flori(Tt,, acid
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 thejob site at the request of the Building Official.
This NOA revises NOA No.10-1230.02 and consists of pages 1 through 41.
The submitted documentation was reviewed by Jorge L. Acebo.
IPI SFr�IItIRiIR N O A No.: 11-0119.0 9
Mtartt•oaot=eourrrr Expiration Date: 03/08/16
1 Approval Date: 05/02/13
Page I of 41
Membrane Type: APP
Wood,
Deck Type 11: oo Non-insulated
Deck Description: 19/12" or greater plywood or wood plank
System Type E(3): Base sheet mechanically fastened.
All General and System Limitations apply.
Base Sheet: On lx ofFirestone MJ3_=,or MB Base M mechanically fastened to the wood
deck as described below:
Fastening#I: Base sheet shall be lapped 4" and fastened with Firestone All-Purpose fasteners
with 3" Round Metal Plates 12" o.c. in the lap and two rows staggered in the
center of the sheet 12" o.c.
Fastening#2: Base sheet shall be lapped 4" and fastened with approved roofing nails and tin
caps 6" o.c. at the lap and two rows staggered in the center of the sheet 6" o.c.
Ply Sheet: LQBtionaj One or more plies of Firestone MB Base, Ply IV, Ply IV (4) M, Ply
VI or Ply Vi (6) M ply sheet or other listed base sheet applied in a full mopping
of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.;
or one ply Firestone APP 160-P torch applied.
OR
(Optional) One or more plies of Firestone SBS Glass Torch Base or SBS Poly
Torch Base torch adhered.
Membrane: q_aLDjy_Qf APP 180, APP 180-P, APP 180 Ultra White, APP 180 FR, q;P•B.IU
FR Ultra White torch applied parallel to the base ply, with c=verJ�pstag�ered 12".
•• • ••ee
`•`•�•
•
Surfacing: (Optional) Any coating, listed below, used as a surfacing, nttt Velisted Mflilin a •'•�•�
current NOA. Install one of the following: '••"• �••••�
0000 0000 •
1. Gravel or slag at 400 Ib. and 300 lb., respectively, set in a flgpd coat`of"a ••�••�
III or IV asphalt at 60 lb./sq.. 00000. • •• 0000•
.• 0 0000••
2. Karnak No. 97, No. 97 AF or No. 169 at an application rate.o•f 1%gal./s00g.0. 0•
•
aximum Design :40:00
• 0000••
Pressure: —52.5 psf(See General Limitation #7) • . 0.000* 0 •
• • • 0000••
• .
I NOA No.: I1-0119.09
CMAMI•DADEC0UNTY Expiration Date: 03/08/16
MEW Approval Date: 05/02/13
Page 34 of 41
I �
WOOD DECK SYSTEM LIMITATIONS:
I. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor
sheet.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for rnechanical attachment. When applied in approved
asphalt, panel size shall be 4'x 4'maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbs./sq.
Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of
275 IV, as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field-tested, are below 275 Ibf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared,signed and sealed by a Florida Reg���reii
Engineer, Architect, or Registered Roof Consultant may be submitted. Said reyised.fastenor spacing 0000:0
shall utilize the withdrawal resistance value taken from Testing Application Stapldarl TA�jltllhpd 00
calculations in compliance with Roofing Application Standard RAS 117. 000000 0000 000000
7. Perimeter and corner areas shall comply with the enhanced uplift pressure T8110 ements pl�tese ;0000;
areas. Fastener densities shall be increased for both insulation and base vlt eoe;0lts calclt gW in 00.0.
compliance with Roofing Application Standard RAS 117. Calculations prepar,".,4gned a6id misled oeoee
by a Florida registered Professional Engineer, Registered Architect, or Registacleroof C50404nt. -000;0
(When this limitation is specifically referred within this NOA, General Lim4wx4on #9 wim not 00
be applicable.) - . 0---0- 000000
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing terl:tinjnpn deslgns :00-0:
shall conform with Roofing Application Standard RAS 1 1 1 and applicable wind triad r�equiran�teIits0 0 0
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones(i.e. perimeters, extended corners and corners).
(When this limitation is specifically referred within this NOA, General Limitation #7 will not
be applicable.)
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 THIS ACCEPTANCE
NOA No.: 11-0119.09
MIAMI•DADECOUNTY Expiration Date: 03/08/16
� � Approval Date: 05/02/13
Page 41 of 41
TGFU.R9516 - Roofing Systems Page I of 48
—i,
At
TGFU.R9516
Roofing Systems
0o g y
Paae Bottom
Roofing Systems
See General Information for Roofina Systems
FIRESTONE BUILDING PRODUCTS CO L L C R9516
250 W 96TH ST
INDIANAPOLIS, IN 46260 USA
References to Type G1 and Type G2 ply and base sheets include"Type IV","Type VI"(Type G1), "Ply IV(4) M"(Type G1), "Ply VI(6)M"(Type
GI), "MB Base Sheet M"(Type G2), "MB Base Sheet"(Type G2)in any of the following Classifications. "Firestone Venting Base Sheet"(Type G3)
may be used in lieu of any Type G2 base in any applicable non-combustible Classification.
"SBS Poly Base"Sheet can be used in any non-combustible deck system which utilizes a Firestone SBS cap. "ISOGARD", RESISTA and"ISO 300"
are acceptable alternates to"ISO 95+"in any applicable Classification.
"I.S.O.FIX Adhesive"may be used in any of the following Classifications to adhere insulation to the roof deck.
"I.S.O.Spray'"S"or"Firestone I.S.O.Stick",I.S.O Twin Pack and I.S.O Twin Pack Green may be used in any of the following Classifications to
adhere insulation to both non-combustible roof deck substrates and other insulation layers including wood fiberboard and G-P Gypsum Corp.
"Dens-Deck(g)Roofboard"or"DensDeck Prime®Roofboard"or"DensDeck DuraGuard"Roofboard."
"Tapered ISO 95+CAN"may be substituted for"ISO 95+CAN"in any of the systems listed below. "ISO 95+CAN"may oe perforated on one side
for use as the contact side for BUR or modified bitumen membrane.
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Class A
j1. Deck:NC Incline: 3
Insulation: —"ISO 95+FK", "GL", "GW"or"Rhoflex Isocyanurate FK","GL","GW",any thickness, mechanically fastened or adhered with
hot mopping asphalt.
Ply Sheet:—Two to four layers Type 15,G1 or G2,any combination.
Surfacing:—Gravel.
2. Deck:NC Incline:3
Insulation: —"ISO 95+Composite", "Rhoflex Isocyanurate Composite"or"ISO 95+Wood Fiberboard Composite",mecOmr0aailpfastened
or adhered with hot mopping asphalt, 1.5 to 3.5 in.thick. • • • ••••••
Insulation(Optional):—Perlite, 1 in.thick. 0000 0 0000 •6
Pty Sheet: —Three to four layers Type 15,G1 or G2,any combination. • • •
•00•09 9609 060090
Surfacing:—Gravel,slag or crushed stone. 0
•0.00• • • •
99900
3.Deck:NC 9
Incline:3 6009 •0•• •
.009•
Base Sheet:—"MB Base Sheet",mechanically fastened or hot mopped. 0069 0000 0 • •
Insulation(Optional):—Any UL Classified(EPS must be covered with 1/2 in.thick min glass fiber, wddc�•f?A:or perljtq%My, •••••
thickness,mechanically fastened or hot mopped. 09 00 0060 000000
Ply Sheet:—One or more layers"MB Base Sheet"or Type G1,any combination. •
Surfacing:—Gravel,crushed stone or crushed slag,in a flood coat of hot roofing asphalt. :•9:9: 0 00
• 9 •600 0•• 00••••
•
4. Deck:C-15/32 Incline: 1 • • • 0 0
• 9 6 •0060
Insulation(Optional):—any UL Classified,any thickness. 06 •• :0i •
0 •
Ply Sheet:—One or more plies Type G1,G2 or"SBS Base Sheet"or"SBS Base-P"sheet,mechanically fastened or hot rTopp9d,any
combination.
Membrane:—"SBS Smooth", "SBS Premium"or"SBS"(modified bitumen),hot mopped.
Surfacing:—Gravel,crushed stone or crushed slag, in a flood coat of asphalt.
5. Deck:NC Incline: 1-1/2
Insulation(Optional):—any UL Classified, any thickness.
Ply Sheet:—One or more plies Type G1, G2 or"SBS Base Sheet"or"SBS Base P"sheet,mechanically fastened or hot mopped,any
combination.
Membrane:—"SBS Smooth", "SBS Premium"or"SBS"(modified bitumen),hot mopped.
Surfacing:—Gravel,crushed stone or crushed slag,in a flood coat of asphalt.
6. Deck:NC Incline: 3
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TGFU.R9516 - Roofing Systems Page 16 of 48
Barrier Board: —Wood fiberboard, 1 in.min,or one of the following boards at 1/2 in. min: Celotex wood fiberboard, Georgia-
Pacific"Sturdi-Top"or Huebert Fiberboard fiberboard.
Membrane:—"EPDM",45 to 60 mil,fully adhered with Uniroyal"Royal M6504"or M6505 adhesive at 75 sq ft/gal.The
membrane laps are sealed with Uniroyal"Royal M6365"adhesive at 1/2 gal/100 sq ft and the lap edges are caulked with Uniroyal
"Royal M6389".
77.Deck:C-15/32 Incline: 1/2
Insulation(Optional):—Perlite or glass fiber, 15/16 in.thick min,or polyisocyanurate,2 in. thick min,joints in insulation
offset 6 in.with joints in deck.
Base Sheet:—Two or more plies"MB Base Sheet"(Type G2)or any Type G2 weighing a min of 23 lbs/sq, mechanically
fastened,spot or fully mopped.
Ply Sheet(Optional):—"APP 160", "APP 160 P",or"APP 170"(modified bitumen),heat fused.
Membrane:—"APP 180 FR"or"RhoFlex FR"(modified bitumen),heat fused.
78.Deck:C-15/32 Incline: 1/2
Insulation(Optional):—Perlite or glass fiber, 15/16 in.thick min,or polyisocyanurate, 2 in.thick min,joints in insulation
offset 6 in.wit i is in d k
Base Sheet: T o or more plies"MB Base Sheet" Type G2)or any Type G2 weighing a min of 23 lbs/sq,mechanically
fastened,spot or fu y m pp .
Sheet O tional)�— APP�160 , �160 " "APP�1710"(modified bitumen), heat fused.
em ra e:— heat fus
79.Deck:NC Incline: 1/4
Insulation:—Atlas Roofing"ACFoam II",Rmax"Multi-Max FA",Apache"White Line"or"Pyrox",any thickness.
Membrane:—"LS-FR"(EPDM),45 or 60 mil.
80.Deck:NC Incline:3/4
Insulation(Optional): —Any UL Classified,any thickness.
Insulation:—Wood fiberboard, 1/2 in. thick min.
Membrane:—"LS-FR"(EPDM),45 or 60 mil.
81.Deck:NC Incline: 1/2
Insulation(Optional):—"ISO 95+GL",wood fiberboard or perlite,any thickness.
Membrane:—"LS-FR"(EPDM),45 or 60 mil.
82.Deck:C-15/32 Incline:Unlimited
Insulation:(optional)—Any UL Classified,any thickness
Barrier Board:—Min '/4 in thick,GP Gypsum"DensDeck O Roofboard"or"DensDeck Prime®Roofboard"or"DensDeck Prime
2'"Roofboard"or"DensDeck DuraGuardp Roofboard"with all joints staggered a min of 6 in. from the plywood joints.
Membrane:—LS-FR(EPDM)adhered with BA 2004(T),Single-Ply LVOC Bonding Adhesive, Single-Ply LVOC Bonding Adhesive
1168 or Water Base Bonding Adhesive-P.
83.Deck:NC Incline: 1
Insulation(Optional):—Glass fiber or perlite, i in, max,mechanically fastened. ;000:0
Membrane:—One layer"SBS Metal Flash-AL"(modified bitumen),heat fused or hot mopped. 0.0 • 00000•
84.Deck:NC Incline:Unlimited000 •• 000.0• ••••0
0 •
•
Insulation(Optional):—Polyisocyanurate, polyisocyanurate/perlite composite,phenolic, pheftotit/OpMte composit%,glass • 0
p •
fiber,wood fiber or perlite,any combination,any thickness and/or EPS covered with min 1 in. ertiM wood fibermo 0000••
glass fiber. • 0 0 LSI06 in. • •
Base Sheet:—Type G2,one or more plies. •006 0060 00000
•
Membrane:—"SBS Metal Flash-AL"(modified bitumen),heat fused. 00000• • •• 000000
0 0 0 0 0
•• •6 •00• •0000•
85.Deck:C-15/32 Incline:Unlimited •
000• • 0
• 0
• • 0 0
Insulation:—Polyisocyanurate, 1-1/2 in.thick min,joints in insulation offset 6 in.with joints ifteck. • 00••x• ••9969
Base Sheet:—One or more plies Type G2,mechanically fastened,spot or fully mopped. 0 • • 0 0
Membrane:—"SBS Metal Flash-AL"(modified bitumen),heat fused. • • • •0000•
•• 0 0 000 0 0
86.Deck:C-15/32 Incline: Unlimited 0000
Insulation:—Perlite or glass fiber, 1 in. thick min,joints in insulation offset 6 in.with joints in deck.
Base Sheet:—One or more plies Type G2, mechanically fastened,spot or fully mopped.
Base/Ply Sheet: —One or more plies Type G2,hot mopped in place.
Membrane:—"SBS Metal Flash-AL"(modified bitumen),heat fused.
87. Deck:NC Incline: 1/2
Insulation(Optional):—Any UL Classified,any thickness.
Insulation:—Glass fiber,wood fiber or perlite, 1/2 in.min thickness.
Membrane:—"Ultra Ply TPO".
88.Deck:C-15/32 Incline: 2-1/2
Ilttp://data base.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.htmI?name=... 10/24/2013
MIAM MIAMI DARE COUNTY
e PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIMION T(786).315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.ndaaddade.eov/ecanomv
Eagle Roofing Products LLC
1575 East C.R.470
Sumterville,FL 33585
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
maimer,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:Malibu Concrete 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 b&M A-chari ff.
in the applicable building code negatively affecting the performance of this product. •• •0000• ••
...... .... ......
TERMINATION of this NOA will occur after the expiration date or if there has been a reffsla$br changelm the ;....
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an end®i1j*ent of aqo*induct,*•• ••
for sales,advertising or any other purposes shall automatically terminate this NOA.FailureAp WM]y vidth gay sectipp, •
••
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 MgJpd by the•:-
expiration date may be displayed in advertising literature. If any portion of the NOA is dis�.laye'ds then. shall bein 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#11-0321.01 and consists of pages 1 through 8. ,
The submitted documentation was reviewed by Gaspar J Rodriguez.
NOA No.:154223.19
Expiration Date:10AW16
Approval Date: 09/24/15
Page 1 of 8
L �
ROOFING ASSEMBLY APPROVAL
C or : Roofing
Sub Cateuorv: Roofing Tiles
Ma_ Concrete
1.SCOPE:
This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as
manufactured by Eagle Roofing Products LLC in Sumterville,FL.and described in Section 2
of 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 section 4 hcrtim The attachment
calculations shall be done as a moment based system.
2.PRODUCT DESCRIPTION:
Manufactured by Test Product
Aguricant Dimensions Specifications Description
Malibu Concrete Tile L= 17" TAS 112 Low profile,interlocking,high pressure
W= 12 W extruded concrete roof tile equipped with
Thickness--Y2" three nail hole and double roll ribs. For
direct deck or battened nail-on,mortar or
adhesive set applications.
Trim Pieces L=varies TAS 112 Accessory trim,concrete roof pieces for
W=varies use at hips,rakes,ridges and valley
varying thickness terminations. Manufactured for each tile
profile.
.000.6
0 606666
.. 0000
0000.. 0000 00009.
666666 9
0000 0000 :0000:
0
0000 6666 6666.
66666. . 96 66666
6 9 . 9 9
90 44 69.9 0490.0
0000..
. . . 6 0000..
964449
9
. . 000..
.. . 9 666 .0 9
00 0
NOA No.:1-94223.19
Cir Expiration Date: 10/05/16
Approval Date: 09/24/15
Page 2 of 8
s'
2.1 EVIDENCE SUBMITTED:
Test Agency Test Identifier Test NamelReoort Dat
PRI Construction Materials PR106178 TAS 112 08/23/06
Technologies
Redland Technologies 7161-03 Static Uplift Testing Dec. 1991
Appendix III TAS 102 8t TAS 102(A)
Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991
Appendix II TAS 108(Nail-On)
Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993
vs.smooth shank nails
The Center for Applied 94-0608 Static Uplift Testing March, IM
Engineering,Inc. TAS 101 (Adhesive Set)
The Center for Applied 94-084 Static Uplift Testing May 1994
Engineering,Inc. TAS 101 (Mortar Set)
Redland Technologies P0631-01 Wind Tunnel Testing July 1994
TAS 108(Mortar Set)
Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994
1994 TAS 108(Nail-On)
Professional Service 224-47099 Physical Properties Sept. 1994
Industries,Inc. TAS 112
The Center for Applied 25-7094-1 Static Uplift Testing Oct. 1994
Engineering Inc. TAS 102
(4"Headlap,Nails,Direct Deck,New
Construction)
The Center for Applied 25-7094-7 Static Uplift Testing Oct. 1994
Engineering,Inc. TAS 102
(4"Headlap,Nails,Bath)
The Center for Applied 25-7094-4 Static Uplift Testing '.0• Oct.12$4 •.
Engineering,Inc. TAS 102 000000 0.0.0 0 ....:.
(4"Headlap,Nails,Direct Deep,•:0 0 •
Recover/Reroof) •••• •••• •
0000 000 s...•
The Ccntcr for Applied Project No,307025 Wind Driven Rain 0000.. 0t.0*1224 06:990
Engineering,Inc. Test#MDC-76 TAS 100 '0 9060:6
The Center for Applied 25-7183-1 Static Uplift Testing 0 Feb. 1995 0 0 0 •
Engineering,Inc. TAS 102 ••••••
(2 Quik-Drive Screws,Direct DUkJ : 0 00 0 ;••••
The Center for Applied 25-7183-2 Static Uplift Testing Feb.'1993
Engineering,Inc. TAS 102
(2 Quik Drive Screws,Battens)
NOA No.:15.0223.19
mom t Expiration Date:10/05/16
Approval Date: 09/24/15
Page 3 of 8
The Center for Applied 25-7214-2 Static Uplift Testing March, 1995
Engineering,Inc. 25-7214-6 TAS 102
(1 Quik Drive Screw,Direct Deck)
(I Quik-Drive Screw,Battens)
Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998
Testing Services 520109-2 TAS 101 Dec. 1998
Walker Engineering,Inc. Evaluation Two Patty Adhesive Set System April 1999
Calculations
Walker Engineering,Inc. Evaluation 25-7183 March 1995
Calculations
Walker Engineering,Inc. Evaluation 25-7094 February
Calculations 1996
Walker Engineering,Inc. Evaluation 25-7496 April 1996
Calculations
Walker Engineering,Inc. Evaluation 25-7584 December
Calculations 25-7804b-8 1996
25-7804-4&5
25-7848-6
Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep.2006
Walker Engineering,Inc. Calculations Restoring Moment Due to Gravity Sep.2006
3. LmTATioN5:
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications,a static field uplift test in accordance with TAS
106 shall be required,refer to applicable Building Code.
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 Miami-Dade County Product Control Section for review.
3,4 Minimum underlayineitt shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein. 0 •
3.5 30/90 hot mopped underlayment applications may installed Perpendicul�t4 tle room sope
....�.
unless stated otherwise by the underlayment material manufacturers publishN h1trature:.... ....�.
3.6 This acceptance is for wood deck applications. Minimum deck requirement M be in • •
compliance with applicable Building Code. ••••••
.... .... . .
.... .... .....
...... . .. .....
.. .. .... ......
. . . . ......
•• . . •••
NOA No.:1&0223.19
Expiration Date: 10/05/16
Approval Date: 09/24/15
Page 4 of 8
4. INSTALLATION
4.1 Eagle Roofing Products LLC Malibu Concrete 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(IM Lengths! (ft) Width-w(ft)
Malibu Tile 9.5 1 1.417 1.04
Table 2: As amic Multipliers-A.I ft3
Tile ;L(ft3) ;L(fts)
Profile Batten Application Direct UeSkAWlication
Malibu Tile 0.305 0.282
Table 3: toring Moments due to G -Mo ft-1
Tile 3"•12" 4"12" 5".12" 6".1Z" 7".12"or
Profile grader
Malibu Tile ZW6.21
ns Direct Battens Direct Battens Direct Battens Direct
Deck Deck Deck Deck
6.54 1 6.08 1 6.41 5.93 6.25 5.77 6.08
Table 4: Attachment Resistance Expressed as a Moment-L%(ft4bf)
for Nall n Systems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile (min 15132" (min. 1913211
Plywood) plywood)
Malibu Tile 2-10d Ring Shank Nails 27.8 37.4 29-8 •••• •
1-10d Smooth or Screw 8.8 11.8 4! •
Shank Nail 9.9••9 ••• 9.99••
2-10d Smooth or Screw 16.4 21.9 •• 7.1••• ;••••;
Shank Nails ases • 00*00
1 #8 Screw 25.8 25.8 ... .. 22.9 .. ..:..'
2#8 Screw 47.1 47.9 .. 4U***- ......
1-10d Smooth or Screw 24.3 24.3 ... .. 24.2 . .'
Shank Nail Field Clip) ....:.
1-10d Smooth or Screw 19.0 19.0 07,0080 •
Shank Nail Eave Clip) . ... :"":
2-10d Smooth or Screw 35.5 35.5 340 •
Shank Nails Field Clip)
2-10d Smooth or Screw 39.9 39.9 32.2
Shank Nails Eave Clip)
2-10d Rina Shank Nails' 43.0 67.5 50.9
1 InsWation with a 4"file headap and fasteners are located a min.of 21N from head of tile.
NOA No.:15-0223.19
(Expiration Date:10/05/16
Approval Date: 09/24/15
Page 5 of 8
Table 5: Attachment Resistance Expressed as a Moment Mf(ft-Ibf)
for Two Patty Adhesive Set Systems
Tile Tile Application MinimugLAStachment
Profile
Malibu Tile Adhesives 26.13
2 See manufactures component appruval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 11.4 grams.
PoWbam Product Inc.Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf)
for Single Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Malibu Tile Polyfoam PolyProTm 86.614
Polyfoam Pol Pro'" 45.5$
4 Larce ddy placement of 54 rams of PolyProTm.
5 Medium paddy placement of 24 rams of PolyProTm.
Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf)
for Mortar Set Systems
Tile Tile Attachment
Profile Application Resistance
Malibu Tile Mortar Set' 20.60
1 Tile-Tate Roof Tile Mortar.
0000..
...9..
.. 0000
.00..9 0000 .0.009
0000.0 0 :.*Oe:
. 0
000..
.00090.0
.
9999 0000 00000
99.999 . .• 999.9
0. 09 0000 000000
.90.0.
. . . 9 00000
.
0000..
.. 0 0.0
0000..
as 0
NOA No.:13-0223.19
CpV Expiration Date: 10/05/16
• Approval Date: 09/24/15
Page 6 of 8
1 +
5. LABELING:
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See
Detail Below),or following statement: "Miami Dade County Product Control Approved".
EAGLE!m7or
0
FLoRIDA
(LOCATED ON UNDERSIDE OF TILE)
OR
EAGLE FL
(LABEL WITHIN THE 3-INCL HEAD LAP SPACE)
0000..
0000..
0000.. 0000 .0600.
i
0000..
6
0606
6
0000 0000 . .
0 000 0000 0000.
MAumu CONCRETE ROOF TILE LABEL,SUM1mII+.RVniz PLAINT 00*
666666 . .. 66666
.. .. 6666 666666
0000.. 00
. . . . 0000..
......
. . 6.6666
.. 0000
..
NOA No.:1-40223.19
heAtDE COUMY Expiration Date: 10/05/16
Approval Date: 09/24/15
Page 7 of 8
6. RunaING PEwwT REQU TS:
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 AHJ or applicable Building Code in order to
properly evaluate the installation of this system.
PROFILE DRAWING
NAIL.
LE
17
122/ "
...... .... ......
.... .... . .
.... .... .....
...... . .. .....
.. .. .... ......
MALIBU CONCRETE ROOF TILE
. . . . ......
END OF THIS ACCEPTANCE
NOA No.:194223.19
CpuMry Expiration Date: 10/05/16
Approval Date: 09/24/15
Page 8 of 8
M
MIAMI:DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADrIINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www•=n=dz&--MIMMomy
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.
PCENMAL of this NOA shalt 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. •0
0000..
TERMINATION of this NOA will occur after the expiration date or if there has been a revitfon br"81$the '.
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endqr*.s�Fn of any j;oduct,; ••;
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure tQ GDinply with sectiQd•0•;
of this NOA shall be cause for termination and removal of NOA. 0 0.0 0%6*
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,*fi;d-followt*
by the expiration date may be displayed in advertising literature. If any portion of dig�M is d sprayed,then::•
it shall be done in its entirety. •.....
. . 0000..
.. 0000
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its disirihrttors and
shall be available for inspection at the job site at the request of the Building Official.
This revises NOA#12-0713.02 and consists of pages 1 through 9.
The submitted documentation was reviewed by Alex Tigers
NOA No.: 140717.08
• Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 1 of 9
ROOFING COMPONENT APPROVAL
Cateeorw Roofing
Sub-Cateeory Underlayment
Material: SBS,APP Self-Adhering Modified Bitumen
PRODucTs DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing
Manufacturing Location 65'8"x 3'3 3/a" membrane,glass fiber reinforced with polyolefinic
#2 60 mils thick film on the upper surface for use as an
underlayment for metal roofing,roof tile,slate
tiles and shingle underlayment.
Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing
Manufacturing Location 6518"x 3'3 3/8" membrane,glass fiber reinforced with polyolefinic
#2 60 mils thick film on the upper surface for use as an
underlayment for metal roofing,roof tile,slate
tiles and shingle underlayment.
Polystick IR Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering,
Manufacturing Location 65'x 3'V/9- APP polymer modified,fiberglass reinforced,
#1  Or 65'x 3' bituminous sheet material for use as an
60 mils thick underlayment in sloped roof assemblies.
Designed as an ice&rain shield.
Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass-
(Surface Printing) 65'x 3'V/8" D 1970 fiber/polyester reinforced waterproofing
Manufacturing Location 80 mils thick membrane.Designed as a metal roofing and roof
#1  tile underlayment.
.**Soo
Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt wtroofir$fieabrane ••
32'10"x 3'3=/1j" D 1970 glass-fiber/polyester a with i•••••
Mamrfacturing Location � poh' ��� � g � •
130 mils thick surface designed for usaasa file roof.. :"":
underlayment. 000000 •••• •••••
...... . .. .....
Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt Ulf--:Idh s
61'x 3'3 3/8" D 1970 fiber/polyester reinfora e*•• o • ••
Mamrfacturang Locationr ��S � ..
#2 60 mils thick membrane.DesignedA a gretal rWMg and ropf.... •
tile underlayment. '..' : . ... :"962
Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass-
Manufacturing Location 61'x 3'V/97 D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and roof
tile underlayment.
aur otnvnr
NOA No.: 14-0717.08
.. Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 2 of 9
PRODUCTS DESCRurno :
Test Product
Product Dimensions Snecification Description
Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,polyester
ManufacturfngLocatton 65'8"x 31-3/8" D 1970 reinforced waterproofing membrane. Designed as
#2 60 mils thick a a roof the underlaymew.
Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced,SBS modified bitumen
32' 10"x 3'3-3/8" D6164 membrane with a burn off polyethylene or sanded
back face and a granule top surface. For use in
roof file underlayment systems.
MANUFACTURING PLANTS:
S:
1.Hazelton,PA
2.Winter Haven,FL '
EVIDENCE SUBMITTED:
Test Agency Test Identifer Test NamefReport Date
Trinity ERD 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
P37590.07.13-1 ASTM D6164 •07/QV13
P45270.05.14 TAS 103,TAS I10&ASTM . :IW17/14 0000..
D1623 '..' : 0000 .'
P46520.10.14 ASTMD1623 •••;•• •+1ft3/14 ••••�•
P44360.10.14 TAS 103&TAS 11000000• 10707/14 :0000:
P43290.10.14 ASTM D 1970&TAS l-OF••. .la�N/14 •
0000 0000j�0
00:00: � 0000.
*04006 0000..
PRI Asphalt Technologies PUSA-035-02-01 TAS 103 0000
PUSA-055-02-02 TAS 103 .00..0 IVI0/07 .•
PUSA-089-02-01 TAS 103/ASTM D4799&b05 ;Q74WO9 •••• •
.
. . 0000..
Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&GM5 • .NWf/08 •
RX14E8A TAS 103/ASTM D4798&G155 11/09/09
D3MDSB TAS 103/ASTM D4799&0155 02/19/10
DX23D8A TAS 103/ASTM D4798&G155 02/18/10
NOA No.: 14-0717.08
O Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 3 of 9
INSTALLATION PROCEDURES:
Deck Type 1: Wood,non-insulated
Deck Description: Min. 19/32"plywood or wood plank
System Type E(1) Anchor sheet mechanically fastened to deck,membrane adhered
AnchorBase 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: See General Limitations Below.
Deck Type 1: Wood,non insulated
Deck Description: Min. 19/32"plywood or wood plank
System Type E(2) Anchor sheet mechanically fastened to deck,membrane adhered
Anchor/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: Elastoflex S6 G,hot asphalt applied.
Surfacing: See General Limitations Below.
Deck Type 1: Wood,non-insulated
Deck Description: Min. 19/32"plywood or wood plank
System Type E(3) Base sheet mechanically fastened deck,subsequent cap membrane self-adhered.
Anchor/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)
Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps and minimum 6"vertical
(Optional) laps.
Membrane: Polystick TU Plus,self-adhered.
Surfacing: See General Limitations Below. •..• .... •
...... .... ......
00
0.
......
. . . . ......
. . ......
•• •
NOA No.: 14-0717.08
... Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 4 of 9
INSTALLATION RmUNrrS:
1. All nails in the deck shall be carefully checked for protntding 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 m 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-V2"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 m accordance with applicable building
code.
4. When applying the membrane m 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.
GENERAL LmTATioNs:
1. Fire classification is not part of this acceptance.
2. Polystick MTS,Polystick MTS Plus,Polystick TU Plus,Polystick Tile Pro and Polystick 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 TU P may be used in all the previous assemblies listed except metal roofing.
Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems.
Polystick TU Max may be used in non-structural metal roofing and roof file systems. Elastoflex S6 G 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 awe-matinggaf. •,
membrane as a recover system. *00:0* •••• ••••••
6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer•Zp.the amowAof dayII"":
listed in the table below after application. Polyglass reserves the right to revise or altcl 4w&ct expemm times,-:--.
not to exceed the preceeding maximum time limitations. •••••• •• •••••
Eg sure Limitations(days) .•
MTS IR-Xe Elastoflex TU Plus TU P Tile Pro Dual Pref TT Mag. M.TS Plus ..:.
S6 G a a • ••••
Winter Haven, 180 90 180 180 180 180 180
'. ' ;90 & ..180 . •
ISI... . . .
Hazelton,PA. I N/A 1 90 1 N/A 1 180 1 N/A 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.
NOA No.: 14-0717.08
. O Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 5 of 9
& in roof file 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 Plus,Polystick Tile Pro,Polystick TU Max or Elastoflex S6
G may be used in both adhesive set and mechanically fastened roof tile applications.Polystick Dual Pro is
limited to mechanically fastened roof file applications.Polystick MTS and Polystick MTS Plus are limited to
mechanically fastened with the limitations outlined in Section 9.Polystick TU P may be used in mechanically
fastened roof file applications with the exception of mortar set file applications.
9a. The maximum roof slope for use as roof the underlayment for(direct-to-deck)file assemblies shall be as
follows:(See Table Below)
Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS
TU P,Tile Pro, Max Plus,
Dual Pro
Flat Tile Prohibited 4:12 No limitation No limitation 5:12
without battens
Profiled Tile Prohibited 4:12 No limitation No limitation 4:12
without 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.
'The following limitations shall be apply when using Polystick MTS Plus:
• Slopes up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to
slope followed by a maximum four file stack parallel to the slope,for a total of 6 tiles. (See Figure 1
below)
a Battens shall be used for stagging of lugged tiles above 4:12
• Battens shall be used for stagging of flat tiles above 5:12
J/Slope
r
1
•••••• •••• ••••••
•
•••• •••• • •
Figure 1:Stagging Method •••• •••• •••••
...... . .. .....
9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU P1usLvS+a lily undertaMAent ....
•
system when a applied using the stagging method outlined above. •••••• •
. . . . ......
.. . . ••• •
NOA No.: 14-0717.08
Expiration Date: 09!13/16
Approval Date: 01/22/15
Page 6 of 9
10. Care should he taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of
file directly on the underlayment.Refer to Polyglass'Tile loading detail blow for loading procedure for all
underlayments except Polystick MTS which shall be loaded onto battens.
Es r Roofing Til®s
(6"ax Psi 9taskl
i
a r 12
o r" 6 1
f�
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products.Polystick MTS,Polystick MTS Plus,Polystick IR-Xe,Polystick TU Plus,
Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G may be used with
any approved roof covering Notice of Acceptance listing Polystick MTS,Polystick MTS Plus,Polystick IR-Xe,
Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G
as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Polystick MTS Plus,
Polystick IR-Xe,Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro
or Elastoflex S6 G are 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 blow.
0000..
0000..
BUMDMG PERMIT REQUIREMENTS: •
.. 0000 •
0000.. 0000 0000..
Application for building permit shall he accompanied by copies of the following: ••• •• •
0000..
1.This Notice of Acceptance. •• •• •
0000 0000 0000.
2.Any other documents required by the Building Official or applicable building code in ordef 11 ptoperl j ey9.hlate thl"
installation of this materials. •• •• •..• ••..••
0000..
0000..
. 0 .0000.
00 0 . 000
. 0
Crrr NOA No.: I4-071.7.08
APPROVED Ezpiradon Date: 09/13/16
Approval Date: 01/22/15
Page 7 of 9
P OLYGLASS GENERAL APPLICATION Guimm ES FOR POLYsnm 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 backaiaded 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 taps,shall have a 6"wide,uniform layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,
XtraMcx 50 Premium Modified Wet/Dry 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 tile 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 r/12"or greater. It is suggested that on pitch/slopes in excess of 6'/e"/12",precautions should
be taken,such as the use of battens to prevent file sliding during the loading process.
7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours.
& 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,XtraFlex 50 Premium Modified
WetlDry 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 aclspl hie for
rolling of patches or small areas of the roof. Brooming may be used where slope prol;tis'rglling!.0 0 0 ••, •
11. All approved substrates should be dry,clean and properly prepared,before any applicatiettff Polyst'itrk•• ••••'`
membranes commences. An approved substrate technical bulletin can be furnished updfd lg crest.It is' :..••:
recommended to refer to applicable building codes prior to installation to verify accepta'b'le 9ubstrat%••• •
12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membrres can bg f rA*ed ••'•••
upon request by our Technical Services Department by calling 1 (800)894-4563. •• •• •••• " '':'
. . . ......
NOA No.: 14-0717.08
� �"'PFTOVEDi��71 Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 8 of 9
r «
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Deparknent 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(NBCA).
PLEASE CHECK WITH LOCAL WELDING CODES REGARDING LHOTATIONS OF SPECIFIC
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
RECOMMENDATIONS.
END OF THIS ACCEPTANCE
......
0000..
.. 0000
0000..
0000..
0000 0000 . .
0000 .,.. 0000.
.. 00 0000 ..,,..
......
. . , , 0000..
.0096.
. . . 0,000.
.. . , 0..
. . .
NOA No.: 14-0717.08
APPROVED Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 9 of 9
, f
MIAMI-DADE COUNTY
MIAMI QAI PRODUCT CONTROL SECTION
° low 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) Yny%rniamidade.eoy/economy
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: 3Mr 12-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 his beV no change
in the applicable building code negatively affecting the performance of this product. . . :09900 ......
TERMINATION of this NOA will occur after the expiration date or if there has beema;t vision er thange in-tom-
materials,use,and/or manufacture of the product or process. Misuse of this NOA as an eri'drf afhent of ar?y product,f,Qr.:
sales, advertising or any other purposes shall automatically terminate this NOA. Failure tdWwly widMy sectiSn of
this NOA shall be cause for termination and removal of NOA. 0909 0909 09:09.
...... . .. .....
.. .. . . .
DVERTISEMENT: The NOA number preceded by the words Miami-Dade County,.g1pj j4a, and*f
fo.u.owed by.t.hE'.*
expiration date may be displayed in advertising literature. If any portion of the NOA is dlspl'dyld, then itsh ll be d@e:.
in its entirety. 0 .
..
0V:
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its strlbutors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA 13-0502.02 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
MIAMFDADE COUNTY
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date:09/04/14
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 this Notice of Acceptance. For the locations where the design Pressure requirements,as determined by
applicable building code,do 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 tile systems using 2-Component
Foam Roof Tile Adhesive AH-160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive
Foam Roof Tile Adhesive
AH-160
Foam Dispenser N/A Dispensing Equipment
RTF1000
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 attachment
resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive.
MANUFACTURING LOCATION:
1. Tomball,TX.
0000..
0 0009..
PHYSICAL PROPERTIES:
0000.. 0000 0000..
Property Test0000
IAeseis� •
0000..
Density ASTM D 1622 1.6 lbs./ft.3 "" '
Compressive Strength ASTM D 1621 18 PSI Parallel to rise •• •••
12 PSI Perpendicular to rte,*..• •.;..• .....�
Tensile Strength ASTM D 1623 28 PSI Parallel to rise
Water Absorption ASTM D 2127 0.08 Lbs./Fe 0600:6
Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch • •
Dimensional Stability ASTM D 2126 +0.07%Volume Change(•-40�F.,20e= 9
+6.0%Volume Change r@1580F., 1000/lo'Humidity,2
weeks
Closed Cell Content ASTM D 2856 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.
NOA No.: 14-0805.01
A ..O T� Expiration Date: 05/10/17
Approval Date:09/04/14
i
Page 2 of 11
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Revort Date
Center for Applied Engineering #94-060 TAS 101 04/08/94
257818-IPA TAS 101 12/16/96
25-7438-3 SSTD 11-93 10/25/95
25=7438-4
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[l] 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 :A=99
520109-2-1 ••• • "":'
LIMITATIONS: '
1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile AssOW�for fire HIM& �•••••
0*0
2. 3M.'2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,•,•&highjtileprofiles*•e••
3. Minimum underlayment shall be in compliance with the Roofing Application Stand4a120. '• %•
4. Roof Tile manufactures acquiring acceptance for the use of 31r 2-Component Foam Roo;Tile U*Ye A f"••�•
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. .•. :see*:
•• • • •••
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Bd44ing;Code and
Rule 61G20-3 of the Florida Administrative Code.
MIAMI.OSADE COMM
NOA No.: 14-0805.01
••• . Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 3 of 11
r r e
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 attachment resistance values with the use of 3MTM 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 to meet or exceed the resistance value determined in compliance with Miami-Dade County
Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tyle 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 RTF 1000 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.
.009.6
• 900996
...6.. 0000 9.....
0000..
669. 0000 . .
6.0. 0000 ..�..•
.. .. 0000 ....�.
0 0000..
0000..
MIAWDADE COUNTY NOA No.: 14-0805.01
�WaazgtExpiration Date: 05/10/17
Approval Date:09/04/14
Page 4 of 11
-
_ -
Table 1:Adhesive Placement 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 q
Profiles #1 17-23 s . 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 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 N iami-
Dade County Product Control Seal as shown below.
MIAMMDADE COUNTY
99 ME 101
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system. 0 •
000..
0000..
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0000.. 0000 000000
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_ ADE �
u COUNTY NOA No.: 14-0805.01
�
� 1 Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 5 of 11
r c
ADHESIVE PLACEMENT DETAIL# 1
40thtovopiastkcantons pa®dyl8*",thTffe3 Flat/Low Profile Tile
trAeea esqulrsdD,
U„d•ttyman, .: 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
5r of the tile being set.
cavacoutse -:, 2. Continue in same manner.Insure approximately 17
' (109.7 cm2)—23 (148.4 cm2)square inch adhesive
5: j :`✓
contact with the underside of the tile.
•� rr
Ewe
Nail through plastic ceunem Medium Profile/ Double Pan Tile
Iwheo►e�itedi
Paddy iBonvothTilol 1. Starting at the eave course,apply a minimum 2"
ttml+rbyneraut
(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam
paddy onto the underlayment positioned as shown
A' • y' under the pan portion of the tile closest to the
�.. overlock of the tile being set.
:In wide ..• `.^ ' ' 2. Continue in same manner.Insure approximately 17
Battens op•ional ,Q
pP Y
.J
(109.7 cm)—23 (148.4 cm2)square inch adhesive
"'. contact with the underside of the tile.
saw coutse
"'" Fascia
k4 thnwlgbplamk 4-nwn•'..- High Profile/Single PagTile• ••••••
(vA*n►e4wk*41 Paddy l8stwAth Tile) • **so:*
r•.. •• • sees •
•
1. Starting at the eave cogs 1 a mmmum 21'•••••
g �'a'pP Y
.'' (50.8 nun)x 10"(254rxrtr�r 1"(25.4 tnm)foams...;
paddy onto the underl osi & s sho*n
y ;
10i `,ti>. " under the pan portion o tile clo?e$f to the •• ••
2in.oid• • • • •• sees••
overlock of the tile be�•�•seip •
.. .... sees:*
Battens 2. Continue in same manjer.41n$ure approy4mate134A7.:.
•ptsonal (109.7 cm2)—23 (148.4 cm:)squa&'* adhesive •
~` ...•..
contact with the underside ofekhe ti1r. • •
i Ear•coutsey k i ,*r'`
'x '' Fas4u •• •
7. 1Yeeplfofe
closwe
IMP edge
MIAMbQADE COUNTY
NOA No.: 14-0805.01
• • Expiration Date: 05/10/17
Approval Date:09/04/14
Page 6 of 11
ADHESIVE PLACEMENT DETAIL#2
t"O tt.rough Plait twnrnt, Prddyita.dtr,+,.rs., Flat/Low Profile Tile
(vt"n roaNpro�,t
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 of the tile closest to the overlock of
i $ the file being set. Insure approximately 17(109.7 cm2)
', 4 f —23 (148.4 cm)square inch adhesive contact with the
110eeaso+ptional
Ea�c.�Ka x underside of the tile.
2. At the second course,apply a minimum 2 (50.8mm)
Fasda x T'(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
EweClowto . /:
being set.
3. Continue in same manner. Insure approximately 10"
(64.5 cm2)- 12(77.4 cm2)square inch adhesive
contact with the underside of the tile.
"I""009hpuitiecemem Medium Profile/Double Pan Tile
(when reeuuirodl
Paddy tBoneath Tile) 1. Starting at the eave course, apply a minimum 2"(50.8
Utttbrlrynwnt�\ �
• mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy
onto the underlayment positioned as shown under the
' pan portion of the file closest to the overlock of the
the being set.Insure approximately 17(109.7 cm)—
1" "i 23 148.4 cm2 square inch adhesive contact with the
Raitea:Optional `= y v� 1� underside of the tile.
2. At the second course, apply a minimum 2"e(•50.8mm)
•' �, ,+,�x',.-'' x 7 (177.8 mm)x 1 (25994 mmai)foampaddy onto-ft-;•
Uvr ctotutr underlayment positioned as stown undef Moan
Fast" portion of the tile closest t4 f4e bverlock0o0f'the tile 0.40.0•
Ener Cowtw=:= •'•., ,,..yo>'J y,,.`' ._.__
being set. *040000
0
#
0
0
..
.
•
..... ..... .....
3. Continue in same manner.iWVC apprpxiwtely 1119 L.'
(77.4 cm2)- 14(90.3 cm2 .54uOe inch adhesive •••• •
contact with the underside of tile. •
. . . . ......
(Instructions continued on nM p4ge) 01 40
CMtMWffX6QEOUNTY
NOA No.: 14-0805.01
.•••• t Expiration Date: 05/10/17
Approval Date:09/04/14
Page 7 of 11
F .I
ADHESIVE PLACEMENT DETAIL#2 (CONTINUED)
Nail twouopustucvownt �������tin�•y High Profile/Single Pan Tile
(Mhcnro"Iftd) ! `
ued"Urtw"e� 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 file closest to the overlook of the
file being set.Insure approximately 17(109.7 cm2)–
' 23 (148.4 cm)square inch adhesive contact with the
"was optional r„' .. ;.� � =` ::�`'4, underside of the tile.
��+'r, '\�• •,`{�+��'' i'.gyp�����j
y K ,,, 2. At the second course, apply a minimum 2”(50.8mm)
E cp x_:,`• ,l;,�'�f tip, y'x�x;� x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
underla ent positioned as shown under the an
-�" yrn p P
tSk.
2 in.
rip�d0""° portion of the tile closest to the overlock of the the
/ being set.
3. Continue in same manner.Insure approximately IT'
(109.7 cm2)- 19(122.6 cm2)square inch adhesive
contact with the underside of the tile.
0000..
0.00•.
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9 0 . 9
0000 00.9 •9090
090990 • 90 99009
.. .. 9999 999999
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99 0 0 999 • •
9 .
MtAMFDADE COUNTY
NOA No.: 14-0805.01
• • - Expiration Date: 05/10/17
Approval Date:09/04/14
Page 8 of 11
i re I
ADHESIVE PLACEMENT DETAIL#3
Wil 1f•rot o plastic c4mew
1wken regwr•d) thretwe•n t
par1. On the eave course only, apply a minimum 2"(50.8
,amen ° 1 mm)x 10" (254 nun)x 1" (25.4 mm)foam paddy
i , onto the underlayment positioned as shown,under
k,>.
�
pa ofi the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
$X s 1n to the Overlock of the tile being set.Leave
,►�' �•` approximately 4" (101.6 mm)up from the eave
> >, -' edge free of foam to prevent the expanded adhesive
� from blocking the weep holes. Insure
Mk (109.7-148.4 cmZ)of
A
r .r'. approximately 17-23 inZ adhesive contact with the underside of the tile
f"°`»
Eaweclowe 2. Apply a 4"(101.6 mm)x 4" (101.6 nun)x 1" (25.4
mm)foam paddy onto the underlayment just below
HBttt ow Profile Tile the second course line positioned foam paddy
under the strengthening rib for flat tile,or under the
awftoao owacc paddyurwatse pan portion of the tile, closest to the underlock for
lwbw aaddylbetween dai the second course tile to be installed. Insure
approximately 8-9 inz(51.6-58.1 cm)of adhesive
"s f"'�'t1eE contact with the underside of the tile.
�J
r
(Instructions continued on next page)
r 4x4in. 2x41,:
spaddy kl9k
•0000•
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00 0 000
• • •
EMclavam 0.0.00 0000 000000
0000•• • •• •
Ea"CQ4JM•� Fast 0000 ••••••
0000 •
• • • •
0000 0000 0000•
fedlwn Profile Tile • •
0000•• • 0000•
• • • .00.
•• •• •••• ••••••
0.000• . •
•
• • • • 000.00
0000••
00 a
• • • 0000••
MlAMI•DAOE COUNTY
NOA No.: 14-0805.01
�� .•••. t Expiration Date: 05/10/17
Approval Date:09/04/14
Page 9 of 11
1 �
ADHESIVE PLACEMENT DETAIL#3 (CONTINUED)
Nap"WOO t Plastic Shoe paddy wndw We
jwbW req&*eO 3. Also apply a 2" (50.8 mm)x 4"(101.6 mm)x%"
Paddy l bmweim` ' (19 mm)paddy on top of the eave course tile
swim � pray� tsel surface as shown, on top of the strengthening rib
for flat file or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
d
I
an �f/' �, Install second course of tile. Insure approximately
x 4=a„,• 9(58.1 cm2)- 11 (71 cm2)square inch adhesive
contact with the underside of the file at the overlap
2xs� �" `ir and 7(45.2 cm2)-9(58.1 cm2)square inch
on J
�-�" .•'' adhesive contact with the underside of the file at
the head of the tile. Continue in same manner.
Eare Coum_ sada
Wffphok
toigirt�./ E dosure
Mipedw
High Proflie Tike
•000.0
• • • 0000••
•• • 0000 •
0000•• 0000 0000••
•
0000•• • • •
0000••
0000 0000 • •
0000 0000 0000•
0000•• • •• 0000•
• • • • •
•• •• 0000 0000••
0000•• • •
•
• • • • 0000••
0000••
• • • 0000••
MIAM4• • O
Expiration Date: 05/10/17DNOA No.: 14-0805.01
Approval Date:09/04/14
Page 10 of 11
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
Two Piece Barrel(Cap and Pan)Tile
u Pince enough adhesive w achieve as w 1. Starting at the eave course,apply a minimum 2"ra:q in. steep pitch applications
in contact with the pan fife. (when required) (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam
2)Tum covers upside down.Place atsivein paddy onto the underlayment positioned as
to l in.from outsideedge ofcovertile, shown under two adjacent pan tiles. Support eavc
Then install the tile.Ensure 20 to
25 Wn.contact area. ° files from rocking until adhesive has a chance to
Undedayment t* cure.
2. Continue in same manner bringing two pan
9 courses up toward the ridge.Insure
—70(451.6 cm2)a
approximately 65 (419.4 cm2)
square inch adhesive contact with the underside
of the pan tile.
,• ?',. t Sheathing
Eave closure ;.
(motor shown) 3. Turn covers upside down exposing the underside
weepholeFascia Board of the tile. Apply a minimum 1" (25.4 mm)x 10"
(254 mm)bead of adhesive directly on the inner
Remove top portion of the eave course cover tile.Abut to second course of edge of each side of the cover tile.Leave
Pon tUes.Ensure eave and of pan and cover tiles are flush at eave fine.
approximately 3/4„(19 mm)to 1„(25.4 mm)
Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of
foam to allow for expansion.
4. Turn cover tile over after foam is applied and
place onto pan tile course. Insure a minimum of
20(129 cm2)-25(161.3 cm)square.inch
0 ..
contact area on each situ gf the cover000the to t• •
pan tile. Continue in%1meman1Mt!Tritp►away ••
any cured exposed NIftWhesive.Wmi ting 8f••••
longitudinal edges of the cover tiles are :...•:
0000 0000 . 0
considered optional?66604 •••••• •••••
000000 . 00 0...0
5. When additional naWg 0requif4.T*(50.8•.....
nun)x 4”(101.6 m�t*ilcrs or the 4ie wire •
system using galvamzea, Altinleli aitepL or •••••••
copper wire and co*paobje nails may be use&...;
.. . 0 000 0
END OF THIS ACCEPTANCE
MIAMId3ADE cofmrnr NOA No.: 14-0805.01
• • Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 11 of 11