RF-15-2570 Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-248276 Permit Number: RF-10-15-2570
Scheduled Inspection Date: November 25, 2015 Permit Type: Roof
Inspector: Rodriguez,Jorge Inspection Type: Final Roof
Owner: BLANCO, JOSE A. Work Classification: Tile/Flat
Job Address: 122 NE 92 Street
Miami Shores, FL Phone Number (786)970-2529
Parcel Number 1132060133280
Project: <NONE>
Contractor: Al PROPERTY SERVICES GROUP INC Phone: (305)471-7553
Building Department Comments
RE ROOF OF TILE & FLAT Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-248220. CREATED AS
REINSPECTION FOR INSP-245420. No ladder/permit
Roof ok
Missing renailing affidavit
Failed rr .� _.7
Correction
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
November 24,2015 For Inspections please call: (305)762-4949 Page 29 of 42
Miami shores Village
loss u.,. Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
lORiDp' Tel: (305) 795.2204
Fax: (305) 756.8972
RE: Permit# ` 1J DATE:
INSPECTION AFFIDAVIT
I Y02 U licensed as a(n) Contractor/Engineer/Architect,
(Print name and circle License Type FS 468 Building Inspector
License#:
On or about '��`J —, I did personally inspect the roof deck nailing
ate
work at l 22' N et 2 cStf'r¢'I`t M I afy ' sbo(be 3 138
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Ma al (Based on 553.844 FS)
Si ature
State of Florida
County of Dade:
The undersigned, being the first duly sworn,deposes and says that he/she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this � D day of n -
m3,49PRINA HERNANDEZ
+ h'"C+htie 14SIe7N N FF 158679
EXPIRES:September 13,2018
Notary Public, Sate of Florida at Large Bonded Thru Notary Public Underwriters
General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection,include photographs of each plane of the roof with
permit#and address#dearly shown marked on the deck for each inspection
P-j—1—r7Nnm1A\A?)4P)MO
7066 SW 44'"Street Miami, FL 33155
Tel:786-398-9179 Fax:766-800-2627
al rootinsyection(Mmmail.com
LAB CERTIFICATION #10-0512-01
SITE SPECIFIC INFORMATION
UPLIFT TEST-TAS#106
Roofing Contractor Al PROPERTY SERVICES. Permit# RF10-15-2570
Job Address 122 NE 92 ST MIAMI SHORES,FL.33138.
Owner's Name JOSE BLANCO
Type of Tile BORAL Date Installed
Approximate Roof Height 1o' feet Roof Pitch 3/12 Type of Access to Roof LADDER
Approximate Square Footage of Roof 29.0 ftZ Required Testing Force 35 Lbs
Date Tested 11/2x/15 Number of Tests 59 Testing Equipment F.G.E.100
Contact Name ROSY Phone# 3/471-7353
LOCATION #OF TEST PASS #OF TEST FAIL
Corner 7 Tests 7 Pass Test o Fail
Perimeter 12 Tests 12 Pass Test 0 Fail
Field 31 Tests 31 Pass Test 0 Fail
Ridge 9 Tests 9 Pass Test 0 Fail
TOTAL 59 Tests 59 Pass Test 0 Fail
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST.THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE
REQUIREMENTS OF DADE COUNTRY,WITH NO DEVIATIONS.THIS REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS.THIS REPORT IT IS NOT VALID FOR INSURANCE CLAIMS.
YEN A T T.L,-EYVA
P.E.# 74f6t,',
A-1 Engineering Inspection Services, Inc
7066 SW 44 Street Miami, FL 33155
Tel: 786-398-9179 Fax: 786-800-2627
al roofins en ction@a gmaiI.com
LAB CERTIFICATION# 14-1215.04
11/20/15
PERMIT.#RF10-15-2570
122 NE 92 ST
MIAMI SHORES,FL.
T
T
T T
T T
T T. T T T
T T
T T T T T
T T T,
T T T T
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7066 SW 44th Street Miami,FL 33155 Tel: 786-398-9179 Fax: 786-800-2627
mss*°REs c� Miami Shores Village
g`~ 10050 N.E.2nd Avenue NE t
Y
Miami Shores,FL 33138-0000
i
Phone: (305)795-2204 ` ,.
Expiration: 04/16/201
r. .
Project Address Parcel Number Applicant
122 N E2 Street _..� -..�.- �_.m..�__..�,._.....__.__.........._.._...__... ...�..�.. __._._�.. ...�......_._.. �.�.�.�,_....�...
9 et 1132060133280
= Miami Shores, FL Block: Lot: JOSE A. BLANCO
Owner Information Address Phone Cell
JOSE A. BLANCO 122 NE 92 Street (786)970-2529
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone
Valuation: $ 16,000.00
Al PROPERTY SERVICES GROUP IN( (305)471-7553
_..... .. ..... __.. _. :. .,, .,_.. Total Sq Feet: 3616
Type of Work:Re Roof Available Inspections:
Additional Info:RE ROOF OF TILE&FLAT Inspection Type:
Classification:Residential
Up Lift Report
Scanning:3 Tin Cap
Final Roof
Tile In Progress
Review Roof
Roof in Progress
Renailing Affidavit
Review Building
Cap Sheet
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
Bond Type-Contractors Bond $500.00
CCF $9.60 Invoice# RF-10-15-57376
DBPR Fee $4.88 10/19/2015 Check#:7750 $819.36 $50.00
DCA Fee $4.88 10/09/2015 Check#:7751 $50.00 $0.00
Education Surcharge $3.20 Bond#:2882
Permit Fee-New Roof $325.00
Scanning Fee $9.00
Technology Fee $12.80
Total: $869.36
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 that all a foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermor uthorize the above-named contractor to do the work stated.
October 19, 2015
Authorized SignaturXmT
r / Applicant / Contractor / Agent ate
Building Dep aent Copy
October 19,2015 1
{
Miami Shores Village
OCT 0Q M5,
Building Department i
10050 N.E.2nd Avenue, Miami Shores,Florida 33138 -
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20
BUILDING Master Permit No. Rf- ( J - 2 S 4-6
PERMIT APPLICATION Sub Permit No.
r—]BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: t22 t.-tir X12 ST
City: Miami Shores County: Miami Dade Zip: 33138
Folio/Parcel#: tt—32CXa—013 — 32-80 Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): J10CA A. P„>i Ar*-4GO Phone#:
—r
Address: IZ2 "E a2 4iC
City: 1-41C't--1% State: FA- Zip: 33%38
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: Al tl1 Phone#: 9ADIG. 4 -11 3'102-
Address: 15'--10 EoW U"I 44!E-
City: M%i'rMl State: T-1. Zip: -'"%4-W
Qualifier Name: Phone#:
State Certification or Registration#: GCG.%32°1332Co Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ IU,0007 Square/Linear
rF/
Footage of Work: 3U�y
Type of Work: El Addition El Alteration F-1I�[)New Repair/Replace ❑ Demolition
Description of Work:FP,'V-00f- of "TALE 4 f-w .XT
Specify color of color thru tile: c.,,L�A%. cQ'O-`/
Submittal Fee$_ � Permit Fee$ ' ° - CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$ U,
TOTAL FEE NOW DUE$ �
(Revised02/24/2014) ) / +�
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 oved and a reinspection fee will be charged. r
Signature Signature VL 1-1
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The fore"o/ginstrument was acknowledged before me this
rJ day of cxcT 20 IS by S day of QCX 20 IS by
JC)C-*- A. T>L.Ar4LD who is personally known to NQWOI%-� who i erso�known
me or who has produced P%- Dom. as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign.
Print: 1%41S Print:
Seal: Seal: =�4
MY CEX
RgV
s
APPROVED BY 7Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
i
gt1 R„Fs Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
��RIDR Tel: (305) 795.2204
Fax: (305) 756.8972
AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION
RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT
TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date:
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: Jc61F_ A rA-ft--Ac.o
Property Address: 122 t-a C— 1:12 ST
Roofing Permit Number:
Dear Building Official
I ty(AA certify that I have improved the roof to wall connections of the referenced
property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Residential
Structures as adopted by the Florida Building Commission by Rule 96-3.047 F.A.C.
ature Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn,deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this day of 20
Notary Public, Sate of Florida at La
� IVIS REY
(SEAL) * MY COMMISSION k FF14732
I",oF EXPIRES:/wgut 03,2018
FINAL COMPLIANCE
Revised on 5/21/2009
Property Search Application- Miami-Dade County Page 1 of 8
p�YI E
i•
,I
gy 9Y gy I'
R
Address Owner Name Folio
SEARCH:
122 NE 92 ST Suite Q
PROPERTY INFORMATION
Folio: 11-3206-013-3280
Sub-Division:
MIAMI SHORES SEC 1 AMD
Property Address
122 NE 92 ST
Miami Shores, FL 33138-2814
Owner
JOSE A BLANCO
SARA A SANDBERG
Mailing Address
122 NE 92 ST
MIAMI SHORES , FL 33138
Primary Zone
1000 SGL FAMILY-2101-2300 SQ
Primary Land Use
0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT
Beds/Baths/Half 2/2/0
Floors 1
Living Units 1
http://www.miamidade.gov/propertysearch/ 10/9/2015
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND, PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395
1940 NORTH MONROE STREET
TALLAHASSEE FL 32399-0783
MAORUGA,YOSVANY F
A-1 PROPERTY SERVICES GROUP INC
10283 SW 28 ST
MIAMI FL 33165
Congratulations! With this license you become one of the'ridarly
one million Floridians licensed by the Department of Business and
Professional Regulation. Our professionals and businesses range STATE OF FLORIDA
S
from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESAND
and they keep Florida's economy strong,
PR `ttbNAL-AP-Q
OFF'S ULATION
Every day we work to improve the way we do business in order to CCC 328326 r I8-8UI
E &/2014
serve you better. For information about our services,please log onto
www,myfloridalicense.com. There you can find more information
CERTIFIED ROOPIN6010
about our divisions and the regulations that Impact you,subscribe
to department newsletters and learn more about the Departments
5 R, I-, ';�G UP NC
initiatives, A-1 PROPERTY-,-',"s
Our mission at the Department is.License Efficiently,Regulate Fairly,
We constantly strive to serve you better so that you can serve your
customers. Thank you for doing business in Florida, 18'CtRT),FIE,0,under the P(60siones 0(06.4,89 Fs.
andcongratulations on your new license! 6&AW date 1AUG�-,'i 2016
DETACH HERE
RICK SCOTTGOVERNOR KEN LAWSON,SECRETARY
STATE OF FLQRIDA
DEPARTMENT OF BUSINESS ANO'PROFtSSIONAL REGULATION
CONSTRUCTION.INDUSTRY LIGENSINQ 139 RD
...............
7�-
326
The ROOFING CONTRACTOR
Named below.IS CERTIFIED ........
Uthe '489
rider, sJons of Chi�pter
XPjr6 to
E n,= AUG 3J,-2046
Un
q
MADRUGA YOSVANY 1�� 4-
P,
AAPROP ERTY-SERVIC E"AA` INC. ...:
10283-SW281ST--z......
3-34 6
%
*
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ME 4—
N,
ISSUED: 0611512014 DISPLAYAS REQUIRED BY LAW SEO is 1-140W50001195
Oc t. 10. 2015 4: 56AM No. 3138 P. 1
Date
CERTIFIC TE OF LIABILITY INSURANCE 10/05/15
Producer: Plymouth Insurance Agency This Certmcam Is Issued as a matter of Information only and confers no
2739 U.S. Highway 19 N. rights upon the certificate Holder.This Certificate does not amend,a dand
Holiday, FL 34691 or alter the coverage afforded by the policies below.
(727) 938-5562 Insurers Affording Coverage NAIC#
Insured: South East Personnel Leasing, Inc. &Subsidiaries '^sutura Lipn Irsu nee Company 11075
2739 U.S. Highway 19 N. Inaurer B:
Holiday, FL 34691 Insurer C:
Insurer Q
Insurer E;
TM Coverages
policies inaunence fisted below have been issued to the naured named above for the policy period lmdiq , o 0 a1g any requirement,term or condition of any conb^aet or otter document
with respect to wtuch this caradcate may pa Issued or may Pon min,the Insurance afforded by the policies described herein Is subject to all the lemw,exclusions,and conditivns of such policies.Aggregate
Amita anovm may have been reduced by paid claims.
ILTR INSRD Type of Insurance Polley Number F°Ii o�dive Policy Expiration Difle Limits
(MM/DD/YY) (MM/DD/YY)
GENERAL LIABILITY each occurrence
Commercial General Liabil"
Demeoe to rented promisee(EA
Claims Made 11 00 Ur occurrence)
Mad Qq
General aggregate limit applies per.
Personal Adv Injury
Policy ❑Project 1:1 LOC General Aggregate
Pmduaa-Comp/Op Ago
AUTOMOBILE LIABILITY Combined SinQle umit
Any Auto (F-A A004anp
All Owned Avtos
Bodily Injury
Scheduled Autos (Per Parson)
Filred Autoe Bodily Injury
Non,-Owned Autos (PerAoddant)
Properly Demace
(PerAoddenn
EXCESS/1.11MB111:11-1-ALIABIL11Y Each Owurrence
Occur 1l Gakns Made Agg egale
Deductible 1�1
A Workers Compensation and WC 71949 01/01/2015 01/01/2018 X I WC Statu- OTH-
Employers'Liability tory Limits ER
Any proprietor/partnedexamitive ofrrcer/membc 7.1-Each Acoldent 81,000,000
excluded? NO E.L.Disease-Ea Employee $1,000,000
If Yea,desaibe under special provisions below.
E.L Disease-Polley Limits 51,000,000
Other Lion Insurance Company is A.M.Best Company rated A-(Excellent). AMB#12516
Descriptions of Oparations/LocatlonslVehic I@WExoluslons added by Endorsement/Special Provisions: Client ID! 91-67-687
Coverage only applies to active employee(s)of South est personnel Leasing,Inc.&Subsidiaries that are lensed to the following"Client Company":
A-1 Property Servicas Group,Inc,
Coverage o*applies to In)urles Incurred by south E Personnel Leasing,Inc.S Sub5ldlarles a0ve employee(s),while working in:FL.
Covem9e does not apply to statutory employee(s)or i ridependent eontrador(s)of the Client Company or any other entity.
A list of the active emptoyee(s)leased to the Client Cc mpany can be obtained by taxing a request to(727)937-2138 or by calling(727)938-5562,
Project Name:
Roofing Contractor
��.
CERTIFICATE NOtDHOLDERCANCELLATION10N ReaIn Date 10/20/2014
Village Of Miami Shores should any of the above described P0110198n,aa ca cancelled the fl4radon deft reof
the ,the lesukfg
insurer vat endeavor to man 30 days written notice to the certificate holder named to aft lea,but rallure to
10050 N.E 2 Ave do so shalt Impose na obligation or liability of any kind upon the Insurer.Ito agents or represantetivea
Miami Shores FL.33139
Ism
SECTION R4402.13 � �1
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR R � r
CONSIDERATIONS
R4402.13.1 Scope. As it pertains to this section,it is the responsibility of the roofing contractor to A
owner with the required roofing permit,and to explain to the owner the content of this section.The p i P y
Section R4402 govern the minimum requirements and standards of the industry for roofing system in ti
Additionally,the following items should be addressed as part of the agreement between the owner and the
c tra tor.The owner's initial in the adjacent box indicates that the item has been explained.
1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose of
iding that the roofing system meets the wind resistance and water intrusion performance standards.Aesthetics
ppearance)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
tween the owner and the contractor.
2.Renailing Wood Decks:When replacing roofing,the existing wood roof deck may have to be
nailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior
to removing the existing roof system.)
3. Common Roofs: Common roofs are those which have no visible delineation between
ghboring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing
c tr for 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
an be viewed from below.The owner may wish to maintain the architectural appearance,therefore,roofing
nail penetrations of the underside of the decking may not be acceptable.This provides the option of maintaining
's appearance.
5. Ponding Water:The current roof system and/or deck of the building may not drain well and
� ay cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of
structural distress and may require the review of a professional structural engineer. Ponding may shorten
the life expectancy and performance of the new roofing system. Ponding conditions may not be evident
Yerload�ed
e original roofing system is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow of;yso that the roof is not ***a:*
from a buildup of water.Perimeter/edge walls or other roof extensions may,p,�gc�k this dischargeflscuppers (wall outlets) are not provided. It may be necessary to install A,vp�fjow scuppers in •
yn�teorior
ance with the requirements of Sections R4402,R4403 and 84413. ••••••
.... .... .....
7.Ventilation: Most roof structures should have some ability to vent natwtW. Glow tlyougq the •0000•
of the structural assembly (the building itself).The existing amount of attic.refuildtion s1TWCQpt•bereuced. It may be beneficial to consider additional venting which can result in extecdirig.tt�e service life of ••
the roof. • • • • ••••••
Exception:Attic spaces,designed by a Florida licensed engineer or registered arch;e fo Aminafathe.attic :•see:••.
'yenling,venting shall not be required.. r •
ner s gent's Signature Date
— 4
i2Z NE 92 y't'•
Property Address Permit ber - -,
f. r nn rrl. S^i r"p-.a1r.
[� c,
U"JECT TO COMPLIANCE WITH ALL FEDERAL
'Vi- �S F2
r
, oREs Miami shores Village
iBEEN Building Department
10050 N.E.2nd Avenue
L R1Dp, Miami Shores, Florida 33138
Tel: 305 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date: `ol s L5
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: :N,. V.✓L.4,,,,c rD
Property Address: L22, -4- e-t2- yT.
Roofing Permit Number:
DearBuildingOfficial:
I ✓U5` A [ri,-O certify that I am not required to retrofit the roof to wall connections of my
building because:
❑The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please�ttra�:proof of ad
0000..
valorem taxation. •• ••••
0000.. 0000 0000..
ii The building was constructed in compliance with the provisions of the Florida Building Code{FBf�or with the provisions •
0000 0000
0000..
of 1994 edition of the South Florida Building Code(1994 SFBC) •
0000 0000 0000.
S�
• :000:0 000900
Ignature Print Name 0 •
. 0000..
State of Florida
County of Dade
The undersigned, being the first duly sworn,deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this STU day of oc7t. 2:o+s
IVIS REY
MY COMMISSION p FF14732$
Notary Public, Sate of Florida at Large 9x>}I> t1: o3,2ols
• When the just valuation of the structure for purpose of adv em taxation is equal to or more than$300,000.00,and the building was not constructed with.FBC nor a 1994
SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/21/2009
Y i
Florida Building Code 5th Edition (2014)
High-Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Information)
Master Permit No. Process No.
Contractor's Name A-1 PROPERTY SERVICES GROUP
Job Address 122 NE 92 ST704
ROOF CATEGORY
)3D Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive-Set Tile
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
Shingles
❑ Prescriptive BUR-RAS 150
ROOF TYPE
❑ New Roof P!� Reroofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
704 2912 3616
.900.6
SECTION B (Roof Plan) : 0 0. 0 9.00:6
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scLWjgrs, overflow •••�0•
scuppers and overflow drains. Include dimensions of sections and.L"ls, clearly .
identify dimensions of elevated pressure zones and location of parapets. •••• :0600:0000:
.... so, 0000.
. 0
.0000
.. 41. .04 a 0000..
.
• . 0000..
..0000
.•
r ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 511.1 Edition (2014)
High-Velocity Hurricane Zone Uniform Permit Application Form.
Section C Low Slope Application) Surfacing: tx
Fill in specific roof assembly components
and identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment:
(if a component is not used,identify as"NA")
Field: oc @ Lap,#Rows 7, @ "UC
System Manufacturer: C-AJF- g
Perimeter: " 6.
Product Approval No.:. oc @Lap,#Rows @ "oc
�' -Q..�
Corner: "oc @ Lap,#Rows�@(9"oc
Design Wind Pressures,From RAS 128'or Calculations:
Pmaxi:-42-•S "��•7 Pmax3:`���r�
Number of Fasteners Per Insulation Board:
Pmax2:
Max.Design Pressure,from the specific Product Field 1-4 GA- Perimeter t-4 14 Corner z(.a
Approval system: ® 5 2.S Illustrate Components Noted and Details as
Deck: „ Applicable:
Type: �S PLy�c� Woodblocking,Gutter,Edge Termination,Stripping,Flashing,
Continuous Cleat,Cant Strip,Base Flashing,Counter-
s d Flashing,Coping, Etc.
Gauge/Thickness: S Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing,Component Material,Material Thickness,Fastener
Slope: - S Type,Fastener Spacing or Submit
Anchor/Base Sheet&No.of Ply(s): 'I!4%U C-4AF C,.LA-S %0 FT.
as -lc tt:17AP MerArL_: Asx 3 C AV4. 2Q &4j&E
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer: T-4 1A
Base insulation Size and Thickness: �-41 A •••0:0
0
. .
.. 0000
Base Insulation Fastener/Bonding Material: •
!J 1� 000:00 0000 0000..
000000 0
:0*0*:
Top Insulation Layer: A. 0""• +""0 •
0000 0000 0000.
,� 1 .... .. 0000.
Top insulation Size and Thickness: I Ar r Cpp
`���� • •0 0000 •000:•
Sr •000•
Top Insulation Fastener/Bonding Material: 4 0 0 •
4�I I
)%i
,' +� 0000..
Base Sheet(s)&No.of Ply(s): 1 E'Ly L,-sA "1� �1�tCM®��13A ''S�5 •• ••;'1 PLY tPI149PTH o- LD s
5� STRIP'•
Base Sheet Fastener/Bonding Material: ti
'
Ply Sheet(s)&No.of Ply(s): r:.t��
Ply Sheet Fastener Bonding Material: �—
amt(A WOOD DECK Drip Me
Top Ply: 'S PLN &AV: V&,OX-VV" Q'10 VV--
Top Ply Fastener/Bonding Material:
FLORIDA BUILDING CODE—BUILDINGRoof Deck S A
� v
t
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
High-Velocity Hurricane Zone Uniform Permit Application Forth.
Section D (Steep Sloped Roof System)
Roof System Manufacturer: BORAL ROOFING LLC.
Notice of Acceptance Number: 13-0723.05
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations: _39.1 -68.1 100.7
1: P2: P3:
e
MAXIMUM DESIGN PRESSURE 40.4
Steep Sloped Roof System Description
Deck Type: 5/8 PLYWOOD
Type Underlayment: ASTMD 226 TYPE II#30
Roof Slope:
12 Insulation: N/A ••. •
YY• •
Fire Barrier: N/A -- •Y•..• ••Y• ' •,••;,
••••••
1 1/4"R/S&5/8 TINCAP 6"LAPS^9914S �•• � •
Ridge Ven�i��tion? Fastener Type&Spacing: 12"C C FIELD •
i
Adhesive Type: SELF-ADHERED • • • • •
•
Type Cap Sheet: I BORAL TILE SEAL• • 9 Y • •••
Mean Roof Height: 10' Roof Covering: �13"FLAT TILE • • •
Type&Size Drip 3X3 GALV.26GAU E
Edge:
48,34 FLORIDA BUILDING CODESth Edition (2014) —BUILDING
r t
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High-Velocity Hurricane Zone Uniform Permit Application Form.
Sectio E (Tile Calculations)
For Moment based tile systema,choose either Method 1 or2.Compare the values for Mr with the values from Mf.If the Mt values are greater than or
equal to the Mr values,for each area of the roof,then the tile attachment method is acceptable.
Method 1"Moment Based Tile Calculations Per RAS 127'
-39.1 .313 12.23 8.03 4.20 40.4
(PI: x 1 )-Mg: =Mrl Product Approval Mt
M2:768.1 x x.313 _21.31) Mg:8.03 =Mrz 13.28 Product Approval Mr 40.4
(p3100.7 x x .313 31.51)_Mg: 8.03 =K323.48 Product Approval Mf 40.4
Method 2"Simplified Tile Calculations Per Table Below"
Required Moment of Resistance(Mr)From Table Below Product Approval Mt
Mr required Moment Resistance'
Mean Roof Height-+
Roof Slope 16' 20' 26' 30' 40-
2:12 34.4 36.6 38.2 39.7 42.2
312 32.2 34A 36.0 37.4 39.8
4:12 30A 32.2 33.8 38.1 37.3
6:12 28.4 30.1 MA 32.8 34.9
6:12 26A 28.0 29.4 30.6 32.4
7:12 24A 26.9 27.1 26.2 30.0
"Must be used in conjunction with a list of moment based ale systems endorsed by the Broward County Board of Rules and Appeals.
For Uplift based ale systems use Method 3.Compared the values for F with the values for Ft If the F values are greater than or equal to the Prvalues,
for each arca of the roof,then the the attachment method is acceptable.
Method 3"Moment Based Tile Calculations Per RAS 127"
(PI: x L - x w:=___)-W: x cos 6_-Frl Product Approval L:
(P2:_x L_s x w:_ )•W:_x cos il -=F,2. Product Approval V ••••••
x L_= x w:_ )-W: x cos 6 _=F Product Approval V • • •
•
(P3: r3 PPr -• • •••• •
Where to Obtain Information •••••• •••• ••••••
Description Symbol Where to find see
••e••• •• • ••••
Design Pressure Pl or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PE based on X-Va 3•• •••••• •••••
Mean Roof Height H Job Site
•••••• • •• •••••
•• •• •••• ••••••
Roof Slope B Job Site •
Aerodynamic Multiplier x Product Approval i • • • ••••i•
Restoring Moment duo to Ma product Approval • ••• i••••i
Gravity •• • • ••• • •
Attachment Resistance Mf Product Approval •• •
Requited Moment Resistance M Calculated
Minimum Attachment F' Product Approval
Resistance
Required Uplift Resistance Fr Calculated
Average Tila Weight W Product Approvai
L=iongth
Tile Dimensions Product Approval
W=
width
All calculations must be submitted to the building official at the time of permit application.
FLORIDA BUILDING CODE 6th Edition (2014)-BUILDING 16.36
r t
M IAM I•EXa DE MIAMI-DADE COUNTY
WAUSAU PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv
GAF
1361 Alps Road
Wayne,NJ 07470
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. 0 0
0 0 0 0 0 0
DESCRIPTION: : GAF Ruberoid®Modified Bitumen Roof System for Wood Deck.•••;
:00000
•••• ••,
000000 0
0000 0000..
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logcv,e;"state and.
following statement: "Miami-Dade County Product Control Approved",unless otherwise Ate&herein.,••••• •
0 000
0000 00000
RENEWAL of this NOA shall be considered after a renewal application has been filed arx1o"fe has been no
change 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 fevisio€t or change.in 0000:.
the materials,use,and/or manufacture of the product or process.Misuse of this NOA as In eicigrseme,0 off`any •
0.000.
product,for sales,advertising or any other purposes shall automatically terminate this NOA'Failure to.Corpply •
with any section of this NOA shall be cause for termination and removal of NOA. 00
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official
This NOA renews and revises NOA No. 13-0424.14 and consists of pages 1 through 29.
The submitted documentation was reviewed by Jorge L.Acebo.
NOA No.: 14-0611.01
MIJAMI'DADE COUNTYM Expiration Date: 11/06/15
�1117• Approval Date: 11/06/14
Page 1 of 29
r t
ROOFING SYSTEM APPROVAL
Category: Roofing
Sub-Category: Modified Bitumen
Material: APP/SBS
Deck Type: Wood
Maximum Design Pressure: -75 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
Matrix's 102 SBS 5 gallons ASTM D3019 Fiber reinforced rubberized cold-applied
Membrane Adhesive adhesive for modified bitumen roof
systems.
GAFGLAS®#75 39.37' ASTM D4601 Type II asphalt impregnated and coated
Base Sheet (1 meter)Wide glass mat base sheet.
GAFGLAS®#80 Ultima 39.37" ASTM D4601 Type II asphalt impregnated and coated,
Base Sheet (1 meter)Wide fiberglass base sheet.
GAFGLAS®F1exPly� 6 39.37' ASTM D2178 Type VI asphalt impregnated glass felt
(1 meter)Wide with asphalt coating.
GAFGLAS®Ply 4 39.37' ASTM D2178 Type IV asphalt impregnated glass felt
(I meter)Wide with asphalt coating.
GAFGLAS®Mineral 39.37' ASTM D3909 Asphalt coated,glass fiber mat cap sheet
Surfaced Cap Sheet (1 meter)Wide surfaced with mineral granules.
GAFGLAS®EnergyCap' 39.37' ASTM D3909 Asphalt coated,glass fiber mat capsheet
BUR Mineral Surface Cap (1 meter)Wide surfaced with mineralgraniales wit4
Sheet factory applied EnereCofe: ....
GAFGLAS®Stratavent® 39.37' ASTM D4897 Fiberglass base sheet emgdon both sides ••••:•
Eliminator'Perforated (1 meter)Wide with asphalt. Surfaced 6fl VIC bottom side ;�•�•
Venting Base Sheet with mineral granules.Medded in." `
.....
asphaltic coating with �.. or. .... y •• .
perforations. •
.. ......
GAFGLAS®Stratavent® 39.37' ASTM D4897 A nailable,fiberglass�.. Z;deet coate..d..on
Eliminator'Perforated (1 meter)Wide both sides with asphalt. StrIced on the. ....:.
Nailable Venting Base bottom side with mineral granules•
Sheet embedded in asphaltic toatirig. ;•; •
Ruberoid®SBS 39.37' ASTM D6164 Non-woven polyester mat coated wftls •
Heat-Weld" Smooth (1 meter)Wide polymer-modified asphalt and smooth
surfaced.
Ruberoid®SBS 39.37' ASTM D6164 Non-woven polyester mat coated with
Heat-Weld'Granule (1 meter)Wide polymer-modified asphalt and surfaced
with mineral granules.
RoofMatcWm 107 sq.ft. ASTM D6164 Non-woven polyester mat coated with
SBS Modified Granular (9.9 m2) SBS polymer-modified asphalt and
surfaced with colored mineralg ranules.
Ruberoid®SBS 39.37' ASTM D6164 Non-wovenof ester mat coated with fire
P Y
Heat-Weld' 170 FR (1 meter)Wide retardant polymer-modified asphalt and
surfaced with mineral granules.
NOA No.: 14-0611.01
C�MIAMI•DADE COUNTY Expiration Date: 11/06/15
Approval Date: 11/06/14
Page 2 of 29
� t
Test Product
Product Dimensions Specification Description
Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with
Heat-Weld'Plus (1 meter)Wide polymer-modified asphalt and surfaced
with mineral granules.
Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire
Heat-Weld' Plus FR (1 meter) Wide retardant polymer-modified asphalt and
surfaced with mineral granules.
Ruberoid®EnergyCap" 39.37" ASTM D6164 Non-woven polyester mat coated with fire
SBS Heat-Weld"`Plus FR (1 meter) Wide retardant polymer-modified asphalt and
surfaced with mineral granules and with
factory applied EnergyCote.
Ruberoid®SBS 39.37" ASTM D6163 Non-woven polyester mat coated with
Heat-WeldT"25 (1 meter)Wide polymer-modified asphalt and smooth
surfaced.
Ruberoid®Mop Granule 39.37" ASTM D6164 Non-woven polyester mat coated with
(1 meter)Wide polymer-modified asphalt and surfaced
with mineral granules.
Ruberoid®Mop Smooth 39.37" ASTM D6164 Non-woven polyester mat coated with
(1 meter)Wide polymer-modified asphalt and smooth
surfaced.
Ruberoid®Mop Plus 39.37" ASTM D6164 Non-woven polyester mat coated with
(1 meter)Wide polymer-modified asphalt and surfaced
with mineral granules.
Ruberoid®Mop 170FR 39.37" ASTM D6164 Non-woven polyester mat coated with fire
(1 meter)Wide retardant polymer modified asphalt and
surfaced with mineral granules. ;...;
Ruberoid®Mop FR 39.37" ASTM D6164 Non-woven polyester tnatAAted Ath fire ••9•••
(1 meter)Wide retardant polymer-modilied asphaltia$d'.
.. . .
surfaced with mineral*00ra0r�ul0es. 0000
Ruberoid®Torch Smooth 39.37" ASTM D6222 Non-woven polyester Naetogpated witA, :000%
0000
� :••••
(1 meter)Wide APP modified asphalt!w"aooth •. 00• 0000
surfaced. 0000.. 0 .. 0000.
.
Ruberoid®Torch Granule 39.37" ASTM D6222 Non-woven polyester•mat voated NU;9.0 090000
(1 meter)Wide APP modified asphalr3 n a: • •,
surfaced with minerargranufes000.. •9 00:9
0
Ruberoid®EnergyCap- 39.37" ASTM D6222 APP modified cap membrane with a torch :0090:
Torch Granule FR (1 meter)Wide grade bottom surface and a mineral o :": 0 0
granular top surface coated with factory
applied EnergyCoO.
Ruberoid®EnergyCap' 39.37" ASTM D6222 APP modified cap membrane with a torch
Torch Granule Plus FR (1 meter)Wide grade bottom surface and a mineral
granular top surface coated with factory
applied EnergyCoO.
RoofMatch7 107 sq. ft. ASTM D6222 Non-woven polyester mat coated with
APP Modified Granular (9.9 m2) APP polymer-modified asphalt and
surfaced with colored mineral granules.
Ruberoid®Torch FR 1 meter ASTM D6222 Non-woven polyester mat, coated with fire
(39.37")Wide retardant asphalt modified bitumen
membrane with granule surface.
NOA No.: 14-0611.01
=MIAMIRDADECOUNTY Expiration Date: 11/06/15
• Approval Date: 11/06/14
Page 3 of 29
r 1
Test Product
Product Dimensions Specification Description
Ruberoid4'20 1 meter ASTM D6163 SBS modified asphalt base sheet reinforce
(39.37")Wide with a glass fiber mat.
Ruberoid®30 1 meter ASTM D6163 Non-woven fiberglass mat coated with
(39.37")Wide polymer modified asphalt and surfaced
with mineral granules.
Ruberoid®30 FR 1 meter ASTM D6163 Non-woven fiberglass mat coated with fire
(39.37")Wide retardant,polymer-modified asphalt and
surfaced with mineral granules.
Ruberoid®EnergyCap" 30 1 meter ASTM D6163 Non-woven fiberglass mat coated with fire
FR SBS Membrane (39.37")Wide retardant,polymer-modified asphalt and
surfaced with mineral granules and with
factory applied EnergyCote.
Ruberoid®Dual FR 39.37"(1 meter) ASTM D6162 Non-woven polyester and fiberglass mat
!Nide coated with file retardant,polymer-
modified asphalt and surfaced with
mineral granules.
Topcoat®Elastomeric 1, 5 or 55 gallons ASTM D6083 An acrylic,water based elastomeric
Roofing Membrane membrane system designed to protect
various types of roofing surfaces.
Topcoat®MB Plus 5 or 55 gallons Proprietary Water based, low VOC primer used to
block asphalt bleed-through.
Topcoat® 5 gallons ASTM D6083 Solvent based sprayable thermoplastic
Surface Seal SB rubber sealant designed to protect and
restore aged roof surfaces and to increase
a roofs reflectivity. •
FireOut'Fire Barrier 5, 55 gallons Proprietary Low VOC,water-bas$i fi;e> arrier• ••••••
Coating coating. ." ••
VersaShieldo 42"x 100' rolls ASTM D226 Non-Asphaltic,fire res*G tint fiber lass- • "�"'
P . IN g
Fire-Resistant Roof Deck based underlayment. ••••••
.... .... . .
Protection 000*09 0•��• �•�••
...... . .. .....
. . . . ......
NOA No.: 14-0611.01
MIAMI-DARE COU Expiration Date: 11/06/15
"'I ► Approval Date: 11/06/14
Page 4 of 29
Y
APPROVED INSULATIONS:
Table 2
Product Name Product Description Manufacturer
(With Current NOA)
EnergyGuard""Polyiso Insulation Polyisocyanurate foam insulation GAF
EnergyGuarC RA Polyiso Insulation Polyisocyanurate foam insulation GAF
EnergyGuarr RN Polyiso Insulation Polyisocyanurate foam insulation GAF
EnergyGuarr Perlite Recover Board Perlite recover board GAF
EnergyGuarr Perlite Roof Insulation Perlite roof board GAF
EnergyGuard""RA Composite Polyiso Polyisocyanurate/wood fiberboard GAF
Insulation or perlite composite
StructodeO High Density Fiber Board High density wood fiber Blue Ridge FiberBoard,Inc.
SecurocO Gypsum-Fiber Roof Board Gypsum board United States Gypsum Corp.
APPROVED FASTENERS:
TABLE 3
Fastener Product Product Manufacturer
Number Name Description Dimensions (With Current NOA)
1. Drill-Teo #12 Fastener Carbon steel fastener used Various GAF
in steel or wood decks.
2. Drill-Tec""#14 Fastener Carbon steel fastener used Various GAF
in steel,wood or concrete
0000..
decks. 0 0000:0
3. Drill-Tec""XHD Fastener Carbon steel extra heavy Various `••OGAF 0••••0 •
duty fastener used in steel •••••• •••• :6006:
0000..
decks. 00�00�
4. Drill-Tec' AccuTraco Flat AZ-SS aluminized steel 3" x 3" •"` F •" `
0000 00
Plate plate for use with Drill-
0000.. . 0..0 00 0 00 0
0000.
Tec' #12 Fastener Drill- 0 • •
.. .. 0000 0000..
Tec ''#14 Fastener and •
0000..
Drill-Teo""#15 Fastener. 0 & : % 0000 0 0
5. Drill-Tec"" ASAP 3S Drill-Tec"''#12 fastener Various •fzAF 0•`` :*Go*:
with Drill-Tec""3" •0 0 0 ••• •
Standard Steel Plate.
6. Drill-Tec `AccuTrace Galvalume Steel plate for 3"x 3" GAF
Recessed Plate use with Drill-Tec""
fasteners.
7. Drill-Tec' 3"Steel Plate Round galvalume steel 3" GAF
stress plate for use with
Drill-Tec "fasteners.
8. Drill-Tec""3"Standard Round galvalume plated 3" GAF
Steel Plate steel stress plate with
reinforced ribs for use with
Drill-Tec'.fasteners.
NOA No.: 14-0611.01
C•DADE COUNTY Expiration Date: 11/06/15
"' Approval Date: 11/06/14
Page 5 of 29
EVIDENCE SUBMITTED:
Test Agency Test Identifier Description Date
Factory Mutual Research Corp. 3029832 FMRC 4470 05/11/07
3010215 FMRC 4470 03/01/01
3001276 FMRC 4470 01/28/99
1B9A8.AM FMRC 4470 09/04/97
3D4Q2.AM FMRC 4470 04/30/97
OD1A8.AM FMRC 4470 04/01/98
Underwriters Laboratories R1306 UL 790 07/22/13
Trinity Engineering 4483.04 97-1 TAS 114 06/06/97
PRI Asphalt'Technologies,Inc. GAF-020-02-01 ASTM D249 02/01/02
ASTM D4977
GAF 306-02-01 ASTM E96 07/07/11
GAF 315-02-01 ASTM D2178 8/23/11
GAF 314-02-01 ASTM D2178 8/23/11
IRT-ARCON Inc. 02-005 TAS 114 03/01/02
02-014 TAS 114 04/08/02
01-039 TAS 114 03/01/02
Trinity I ERD G6850.08.08 ASTM D6164 08/29/08
G6850.08.08 ASTM D6163 08/01/08,
G6850.10.08 ASTM D6222 LO/06/09""' 6 0 6 0 0 0
G6850.11.08 ASTM D6222 ••••1;/05/08 .... 0`
G40620.07.12-2 ASTM D6222 •••;07/17/12••••0 :0000:•••0•
G34140.04.11-2 ASTM D6163 ""44/25/11 :...•,
G31360.03.10 ASTM D6164 •"`x3/3]/10" `
6666 6666.
G34140.04.11-4 ASTM D4601 .:::01/25/11
•• ••
G34140.04.11-5 ASTM D4897 0••0Q4/25/1?•;..• ••0•••
G33470.01.11 ASTM D6164 .00004/13/11 0 ••
G6850.08.07-1 ASTM D3909 : •0$/13/0?
G30250.02.10-3-R1 ASTM D3909 41/26/1110006•
6666..
00 0 66 0PRI Construction Technologies LLC. ASTM D2178 GAF-314-02-01 08/23/11" `
ASTM D2178 GAF-315-02-01 08/23/11
ASTM D6083 GAF-245-02-01 06/10/10
ASTM D6083 GAF-084-02-01 07/08/05
ASTM D6083 GAF-245-02-01 06/10/10
ASTM D6083 GAF-084-02-01 07/08/05
Momentum Technologies,Inc. ASTM D6162 AX04C9A 06/05/09
NOA No.: 14-0611.01
CMIAMIMigDADECOU Expiration Date: 11/06/15
EM"'Itti,R)l Approval Date: 11/06/14
Page 6 of 29
r r
Membrane Type: APP/SBS Heat Weld
Deck Type 1: Wood,Non-insulated
Deck Description: 19/32"or greater plywood or wood plank decks
System Type E(2): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier: FireOut7 Fire Barrier Coating,VersaShiele Fire-Resistant Roof Deck
(optional) Protection or SecurocV Gypsum-Fiber Roof Board.
Base sheet: GAFGLAS®#80 Ultima`Base Sheet,GAFGLAS®Stratavente Eliminator'"
Nailable Venting Base Sheet,Ruberoid®Mop Smooth,Ruberoid®20,Ruberoid®
SBS Heat-Weld'Smooth or Ruberoid®SBS Heat-Weld"25 mechanically
fastened to deck as described below;
Fastening GAFGLAS®Ply 4,GAFGLAS'FlexPly� 6, GAFGLAS'#75 Base Sheet or any
Options: of above base sheets attached to deck with approved annular ring shank nails and
tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12"
o.c. in the field.
(Maximum Design Pressure—45 psf.See General Limitation#7)
GAFGLAS®Ply 4,GAFGLAS F1exPly" 6, GAFGLAS®#75 Base Sheet or any
of above base sheets attached to deck with Drill-Teo'`'`#12 Fastener,Drill-Tec '
#14 Fastener or Drill-TecTM XHD Fastener and Drill-Tec' 3" Steel Plate,Drill-
Tec� AccuTrac Flat Plate or Drill-Tec' AccuTraco Recessed Plate installed
12"o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally
spaced approximately 12"o.c. in the field of the sheet. •
(Maximum Design Pressure—45 psf.See General Limitation.#7) ••••••
GAFGLAS®FlexPly� 6,GAFGLAS®#75 Base Sheet or any o �bov*base. •• •
sheets attached to deck with approved annular ring shank nails qajp caps at a• •
fastener spacing of 9" o.c. at the 4"lap staggered and in two ro'44 9: o.c. in trig e• ;••••
field. •••• •••• •••••
(Maximum Design Pressure-52.5 psf.See General Limitatien#a • .. ..:..'
.. .. .... goes..
GAFGLAS®#80 Ultima Base Sheets,Ruberoid®20,Ruberoid.""Smooths ••
base sheet attached to deck with approved annular ring shank Lail?aid tin Gaps at 0•••;•
a fastener spacing of 9" o.c. at the 4"lap staggered and in twoarowg9 o.c.:n the s
sgeoeg
field. se g s seg
(Maximum Design Pressure—60 psf. See General Limitation#7) 0.00
•
GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with
Drill-Teo""#12 Fastener,Drill-TecT #14 Fastener or Drill-TecT XHD Fastener
and Drill-Tec' 3" Steel Plate,Drill-Tec 'AccuTrace Flat Plate or Drill-Tec'
AccuTraco Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2"side
lap. The other rows are equally spaced approximately 9"o.c. in the field of the
sheet.
(Maximum Design Pressure—60 psf.See General Limitation#7)
NOA No.: 14-0611.01
MIAMI-DADE COUNTY=
Expiration Date: 11/06/15
...,jTRJINW Approval Date: 11/06/14
Page 27 of 29
[ Z
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exPly' 6 when used as a
mechanically fastened base or anchor sheet.
2. Minimum '/4" DensDeck® Roof Board or '/2" Type X gypsum board is acceptable to be installed
directly over the wood deck.
GENERAL LIMITATIONS:
I. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt,panel size shall be 4'x 4'maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped.If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows,one at each side lap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6"break shall be
placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum
design pressure of-45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of
275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field-tested, are below 2751bf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based.:.
on a minimum fastener resistance value in conjunction with the maximum design;alut liisted within ••s
0000
a specific system. Should the fastener resistance be less than that required,as det=4W€ by the•.,0 4 0060:0
Building Official, a revised fastener spacing,prepared, signed and sealed by a Flori[1aMpogistered 0 •
0.040.
Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spa"ag
shall utilize the withdrawal resistance value taken from Testing Application Standards eAS 10�•a • 0 0
••...
444 .. '
calculations in compliance with Roofing Application Standard RAS 117. ..� *000 40000
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirelAerltt of these 0 4•",'
areas. Fastener densities shall be increased for both insulation and base sheet as oalcialaled in
compliance with Roofing Application Standard RAS 117.Calculations prepared,:ignedand sv�ieel :"00
by a Florida registered Professional Engineer,Registered Architect,or Re istered gpbf onsul Y.. :0006:
(When this limitation is specifically referred within this NOA,General Limitation#9 will 401
be applicable.)
8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs
shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e,
field,perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners).
(When this limitation is specifically referred within this NOA,General Limitation#7 will not
be applicable.)
r
10. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 61G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 14-0611.01
CKAMIMM. ECOUNTY= Expiration Date: 11/06/15
Approval Date: 11/06/14
Page 29 of 29
TGFUR1306-Roofmg Systems Page 16 of 56
Insulation(Optional):—Polyisocyanurate,wood fiber,perlite,glass fiber,any thickness,hot mopped or mechanically fastened.
Base Sheet:—One or more plies Type G2"GAFGLAS@#75 Base Sheet",or"Tri-Ply®#75 Base Sheet",mechanically fastened.
Ply Sheet:—One or more plies"Ruberoid@ 20"or"Ruberoid@ 20 HT'or"Ruberoid@ Dual Smooth"hot mopped in place.
Membrane:—One ply'Ruberoid@ SB Heat Weld Plus FR"or"Ruberoid@ SBS Heat Weld 170 FR"heat welded in place.
C
Deck:C-15/32 incline: 1/2
Base Sheet:—Two or more plies Type G2"GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet"mechanically fastened. %c't
Membrane.—One ply"Ruberoid®SBS Heat Weld Plus FR"or"Ruberoid@ SBS Heat Weld 170 FR"heat welded in place.
•t
V,-Z t b
57. Deck:NC Incline: 1/2
Base Sheet:—"Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5"or."Ruberoidp Mop Smooth Plus"or"Ruberoid®Dual Smooth"
hot mopped or"Ruberoid@ SBS Heat Weld Smooth"heat welded.
Membrane:—"Ruberoid@ SBS Heat Weld Plus FR"or"Ruberoid@ SBS Heat Weld 170 FR"heat welded.
58. Deck:NC Incline: 1/2
Insulation(Optional):—Polyisocyanurate,uniform thickness of tapered minimum 1-1/2-in.,mechanically fastened or adhered with"LRF
Adhesive M"or OMG Inc."Olybond Fastening System"applied as a nominal 3/4-in.bead or"GAF 2-Part Roofing Adhesive"applied as a
nominal 21/z-1n.bead with a maximum on-center spacing of 12-in,or any UL Classified insulation adhesive applied per the manufacturer's
installation instructions.
Barrier Board:—Minimum 1/4-in.thick Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck Prime@ Roofboard"or
"DensDeck DuraGuard-Roofboard"or minimum 1/4-in.thick United States Gypsum Co. "SECUROCK@ Roof Board"(Type FRX-G) or
"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX),mechanically fastened or adhe`rad with OMG Inc."Olybond Fastening System".
Base Sheet:—One ply"Liberty SBS Self-Adhering Base/Ply Sheet"or"Ruberoid@ SA Base/Ply Sheet"self-adhered
Ply Sheet:—One ply"Rubberoid SBS Heat Weld 25"heat fused
Membrane:—One ply"Ruberoid@ SBS Heat Weld Plus FR"or"Ruberoid@ SBS Heat Weld 170 FR"heat fused
59. Deck:C-15/32 Incline: 1/2
Insulation(Optional):—Polyisocyanurate,uniform thickness of tapered minimum 11/2-in,mechanically fastened or adhered with OMG
Inc."Olybond Fastening System"
Barrier Board:—Minimum 1/4-in.thick Geogia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck Prime@ Roofboard"or
"DensDeck DuraGuardT"Roofboard"or minimum 1/4-1n.thick United States Gypsum Corp."SECUROCK@ Roof Board"(Type FRX-G)or
"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX)with all butt joints in the barrier board staggered a minimum of 6-in.from plywood
deck butt joints mechanically fastened or adhered with OMG Inc."Olybond Fastening System" e • •
Base Sheet:—One ply"Liberty SBS Self-Adhering Base/Ply Sheet"or"Ruberoid@ SA Base/Ply Sheet"self-adhered *00900
Ply Sheet:—.One ply"Rubberoid SBS Heat Weld 25"heat fused • • • •••• •
Membrane:—One ply"Ruberoid@ SBS Heat Weld Plus FR"or"Ruberoid@ SBS Heat Weld 170 FR"heat fused•+• o 00040
•
•oe••G* •re• *Goes*
60.Deck:C-15/32 Incline:1/2 •••••• • • •
+e+• Gee• • •
Barrier Board:—Minimum 1/4-in.thick Gorgla-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck Pr""Roofboard*tff,• +••+•
"DensDeck DuraGuard'°"Roofboard"or minimum'/4-in.thick United States Gypsum Corp. "SECUROCK@ Roof•Booi4d#JType FV-G�or ee;GG•
"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX)with all butt joints in the barrier•board staggered a minigiy(fi p;5-in.froM)l;Vjobd ••e••e
deck butt joints mechanically fastened +
Base Sheet:—One ply"GAFGLASS#75 Base"or"Tri-Ply@#75 Base Sheet"mechanically fastened ••;• • •
Membrane:—One ply"Ruberoid@ Torch FR"heat welded • • • • ••••i•
•ease•
• • • •ecce•
61.Deck:NC
Incline:2 •• • • s•e • •
Insulation(Optional):—One or more layers perlite,wood fiber,glass fiber,polyisocya n u rate,perlite/polyisocyanurate composite,wood
fiber/polyisocyan urate composite,any thickness mechanically fastened or adhered with"LRF Adhesive M"or OMG Inc."Olybond Fastening
System"applied as a nominal 3/4-in.bead or"GAF 2-Part Roofing Adhesive"applied as a nominal 21/2-in, bead with a maximum on-center
spacing of 12-in.or any UL Classified insulation adhesive applied per the manufacturer's installation instructions.
Base Sheet:—One ply Type G2"GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet",or"GAFGLAS@ Ply 6"fully adhered with hot
roofing asphalt. •
Ply Sheet(Optional):—Three or more plies Type G1"GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4",or"GAFGLAS@ Ply 6"fully adhered with hot
roofing asphalt.
Membrane(Optional):—"Ruberold@ Mop Plus Granule"or"Ruberoid@ Mop Granule"or"Ruberoid@ 30"or"Ruberoid@ 30 FR"or
"Ruberoid@ 30 FR HT"or"Ruberoid@ EnergyCapiD9 SBS 30 FR"or"Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5"or
"Ruberoid@ Mop Smooth Plus"or"Ruberoid@ Mop 170"or"Ruberoid@ Mop 170 PR"or"Ruberoid@ Dual Smooth"fully adhered with hot
roofing asphalt or"Ruberoid@ SBS Heat Weld 170 FR"or"Ruberoid@ SBS Heat Weld Plus FR"or"Ruberoid@ SBS Heat Weld Smooth",
heat fused
Surfacing:—Roofing gravel applied at a rate of 400-lbs./100-ft.2 embedded into a flood coat of hot roofing asphalt or No. 10 White
Aggregate applied at a rate of 200-lbs./100-ft.2 embedded into"TOPCOAT@ Fire shield MB"applied at a rate of 2-1/2-3-gai./100-ft.2.
Top Surfacing:—'TOPCOAT@ EnergyCoteT"Elastomeric Coating",applied at a rate of 0.5-1.0-gal./100-ft.2.
62.Deck:C-15/32 Incline:2
http://database.ul.com/egi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 2/26/2014
t ! r
IAM MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv
Boral Roofing,LLC
7575 Irvine Center Drive,Suite 100
Irvine,CA 92618
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County 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: Saxony 900 Concrete Roof Tile •
0000..
0000..
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,, tat:and foh�wl�lg ••• •
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. •••;•• • •
0000..
0000 0000 . .
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been n1b:;age ••o•••
in the applicable building code negatively affecting the performance of this product. •; 000
••0 •••••
000000
TERMINATION of this NOA will occur after the expiration date or if there has been a revis4)n Or Qhange•in t W 0000:•
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any;3'rblgGLt, 0 0
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to ceApl;with yf estion :•"•:
of this NOA shall be cause for termination and removal of NOA. too •
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration
date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 12-0222.03 and consists of pages 1 through 10.
The submitted documentation was reviewed by Alex Tigera.
=MIAMI-DADE couN ry NOA No.: 13-0723.05
Expiration Date: 04/26/17
Approval Date: 09/26/13
Page 1 of 10
�I
ROOFING ASSEMBLY APPROVAL
Cateaory: Roofing
Sub-Catesory: Roofing Tiles
Material: Concrete
Deck Type: Wood
1. SCOPE
This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as
manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations
where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure
values obtained by calculations in compliance with RAS 127 using the values listed in the installation section
herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Test Product
Applicant Dimensions Specifications Description
Saxony 900-Slate 1= 17" TAS 112 Flat profile,interlocking,high-pressure
w= 13" extruded concrete roof tile equipped with
thickness= 1-5/32" two nail holes. For direct deck or battened
nail-on,mortar set or adhesive set
applications.
Saxony 900-Split 1= 17" TAS 112 Flat profile,interlocking,high-pressure
Shake w= 13" extruded concrete roof tile equipped with
thickness= 1-9/32" two nail holes. For direct deck or takdad
., . ......
nail-on,mortar set or.•%d xstve set ••• ••
applications. Top su;fa�g available ip•4• •;•
different configuratiow":..
1. Complete tile byshed .... :"
2. Right half brushe}�showri m••• •• ••
drawing) •••••• •• •••••
3. Left half brugiled'
4. No brush
. . . ......
Saxony 900-Shake 1= 17" TAS 112 Flat profile, interloc;ng,ki;h-pressure'
......
w= 13" extruded concrete roof file equippgd hitt •
thickness= 1-9/32" two nail holes. For direct deck or battent"d
nail-on,mortar set or adhesive set
applications.
Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona, concrete
Width:varies roof pieces for use at hips,rakes,ridges and
varying thickness valley terminations manufactured for each
tile profile.
CMIAMI-MDADECOUNTY NOA No.: 13-0723.05
� Expiration Date: 04/26/17
Approval Date: 09/26/13
Page 2 of 10
2.1 MANUFACTURING LOCATION
2.1.1 Lake Wales,FL.
2.2 EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Redland Technologies 7161-03 Static Uplift Testing Dec. 1991
Appendix III TAS 102&TAS 102(A)
The Center for Applied 94-084 Static Uplift Testing May 1994
Engineering,Inc. TAS 101 (Mortar Set)
The Center for Applied 94-060A Static Uplift Testing March, 1994
Engineering,Inc. TAS 101 (Adhesive Set)
The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995
Engineering,Inc. TAS 102
(2 Quik-Drive Screws,
Direct Deck)
The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995
Engineering,Inc. TAS 102
(2 Quik-Drive Screws,
Battens)
The Center for Applied 25-7214-1 Static Uplift Testing March, 1995
Engineering,Inc. TAS 102
(1 Quik-Drive Screw,
Direct Deck)
The Center for Applied 25-7214-5 Static Uplift Testing March, 19V5
Engineering,Inc. TAS 102 ......
(1 Quik-Drive Screw, •• ....
Battens) ...... ....
Redland Technologies 7161-03 Wind Tunnel Testing .•'13Ac. 1991
Appendix II TAS 108(Nail-On) ." ." •
Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing 0AUR. 199
TAS 108(Nail-On) •
.. .. .... ......
Redland Technologies P0631-01 Wind Tunnel Testing ..�.zuly 1994 •
TAS 108 (Mortar Set) :0,000:Redland Technologies P0402 Withdrawal Resistance Supt. 19 3""
Testing of screw vs. smooth •• • • •••
shank nails •• •
The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994
Engineering,Inc. Test#MDC-77 TAS 100
Atlanta Testing& R1.894 Physical Properties Aug. 1994
Engineering,Inc. R2.894 TAS 112
R3.894
Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998
Testing Service 520111-4 TAS 101
Celotex Corporation 520191-1 Static Uplift Testing March 1999
Testing Service TAS 101
�MIAMI-DAD COUNTY NOA No.: 13-0723.05
- � Expiration Date: 04/26/17
Approval Date: 09/26/13
Page 3 of 10
1
Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996
Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996
Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996
25-7804b-8
25-7804-4&5
25-7848-6
Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995
Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers January 2007
Walker Engineering,Inc. Calculations Two Patty Adhesive Set April 1999
System
Walker Engineering,Inc. Evaluation Calculations Restoring Moments Due to February 2007
Gravity
Nutting Engineers 130 TAS 112 January 2007
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test
in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code
Compliance Office for review.
3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance�with
the applicable Building Code. ;•••.• ......
.. 0000
.•.••. .••• 0000.•
0000..
0000 0000 :0000:
•
0000 0000 0000.
0000.. . .. •.••.
.. 00 .0.0 0000.•
..•••. • •
• • • • 0000••
0000••
• • • •
• •.• 0000••
MIAMI•DADE COUNTY NOA No.: 13-0723.05
�Fg...s i Expiration Date: 04/26/17
Approval Date: 09/26/13
Page 4 of 10
4. INSTALLATION
4.1 Saxony 900 (Slate, Shake& Split Shake)Concrete Roof Tile and its components shall be installed in strict
compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight(W) and Dimensions (I x w)
Tile Profile Weight-W(Ibf) Length-1 (ft) Width-w(ft)
Saxony 900 11.5 1.417 1.08
Slate, Shake &Split Shake
Table 2: Aerodynamic Multipliers -a, (ft)
Tile 2,(ft ) X(ft)
Profile Batten Application Direct Deck Application
MonierLifetile Saxony 900 0.289 0.313
Slate, Shake & Split Shake
Table 3: Restoring Moments due to Gravity-M9 (ft-Ibf)
Tile 2":12" 3"•12" 4"•12" 5":12" 6"•12" 7':12" or
Profile greater
Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct
900 Deck Deck Deck Deck Deck Deck
Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34
Shake& '
Split
Shake •
.... .... . .
.... .... .....
...... . .. .....
.. .. .... ......
.. . • •.•
0.0 .
NOA No.: 13-0723.05
MuaMI• Co" Expiration Date: 04/26/17
Approval Date: 09/26/13
Page 5 of 10
Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf)
for Nail-On Systems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile (min 15/32" (min. 19/32"
plywood) plywood)
Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2
Slate, Shake&Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9
Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4
1 48 Screw 30.8 30.8 18.2
2 48 Screws 51.7 51.7 24.4
1-10d Smooth or Screw Shank Nail (Field 24.3 24.3 24.2
Clip)
1-10d Smooth or Screw Shank Nail(Eave 19.0 19.0 22.1
Clip)
2-10d Smooth or Screw Shank Nails (Field 35.5 35.5 34.8
Clip)
2-10d Smooth or Screw Shank Nails (Eave 31.9 31.9 32.2
Clip)
Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf)
for Two Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
MonierLifetile Saxony 900 Adhesive 31.3
Slate, Shake &Split Shake
1 See manufactures component approval for installation requirements. 0000..
2 Dow Chemical TileBond Average weight per patty 13.9 grams. . . . ••••;•
Pol foam Product, Inc.Average weight per patty8 rams. •• • •••• •
000.00 0000 000000
Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-Ik• • •••• :0969
9
for Single Patty Adhesive Set Systems •
0000 0000 00009
Tile Tile Application Mirfif4ditt Atta0hnlegt ::::0•'••
00 . lstancL 060 990990
Profile Fres
900000 9
MonierLifetile Saxony 900 Pol foam Pol ProTM 9 1918.9 . 9999.9
Slate, Shake & Split Shake Polyfoann Pol ProTM o o40.4" ••0 0
3 Large paddy placement of 45 grams of Pol Pro TM. 00 9 �• 0.0
4 Medium paddy placement of 24 grams of Pol ProT"" *0
Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf)
for Mortar Set Systems
Tile Tile Minimum Attachment
Profile Application Resistance
MonierLifetile Saxony 900 Mortar Set 43.9
Slate, Shake & Split Shake
5. Tile-Tite Roof Tile Mortar
NOA No.: 13-0723.05
MI-DAD;COUNTY Expiration Date: 04/26/17
Approval Date: 09/26/13
Page 6 of 10
r x
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed
below,or following statement: "Miami-Dade County Product Control Approved".
LABEL FOR SAXONY 900 TILES(LAKE WALES FL PLANT
LOCATED UNDERNEATH TILE
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code in order to
properly evaluate the installation of this system.
••9449
Y 94449•
.. 9 0000 •
9
...... .... ......
......
9999 ••94 • Y
• • • •
099• Y••• •949•
Y••••• • 0
9 w•9••
•• •• ••44 9999••
s
9999•• • •
• • • • 9999••
•49.99
• • 0 009• •9400•
• • 4
MIAMI•DADE COUNTY NOA No.: 13-0723.05
Expiration Date: 04/26/17
Approval Date: 09/26/13
Page 7 of 10
PROFILE DRAWINGS
NAIL HOLES
is 1-5/32"(Slate)
17 COVERLOCK
1311
• Y
UNDERLOCK ""'•
w • • f
SAXONY 900-SLATE •
•••• •••• • •
•
NOA No.: 13-0723.05
Q RADE COUNTY Expiration Date: 04/26/17
` • Approval Date: 09/26/13
Page 8 of 10
R � �
NAIL HOLES
1-9/32"(Shake)
17 13
Note: Available Top Surface Finishes
6. Complete tile brushed
6. Right half brushed (shown in drawing)
7. Left half brushed
8. No brush 0000.•
.• • •W••
SAXONY 900-SPLIT SHAKE "'••' • ' •
0000••
0000 0000 • •
0000
000::
•••••• 06.00
•
•••w•• 0000•
• • • •
00000 ••w• 0000••
•
•••••• • •
0000••
• • • • •
• • • 0000••
• • •
MIAMI•DADE COUNTY NOA No.: 13-0723.0$
I, ,...e l Expiration Date: 04/26/17
Approval Date: 09/26/13
Page 9 of 10
NAIL HOLES
N.
F
a 1-9/32"(Shake)
1711
13 "
SAXONY 900-S11AKE
END OF THIS ACCEPTANCE
...... .... ......
0.000•• s • •
•0004•
0000 600• • •
0000 6006 •0.0•
• •
•0.00• • •• 60.04
• 0 • • 0
•• •• •0.4 •0400•
•
•00.0• 6 •
• • 6 • 0660•0
•••400
• • • • 4
• • • •4.64•
NOA No.: 13-0723.05
MIAMI•DADE COUNTY Expiration Date: 04/26/17
Approval Date: 09/26/13
Page 10 of 10
s i
M IAM I•DADE
o MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.zov/economy
Boral Roofing LLC.
7575 Irvine Center Drive,Suite 100
Irvine,CA 92618
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County 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: BORAL TileSeal
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision aP ch1nge irLft••. ••
materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorserddIMMany prod'ucf, '•'�'•
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to com�&with any section ••••
..
of this NOA shall be cause for termination and removal of NOA. •
...... . .. .....
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Flol'ida; and foIloOVed ......
by the expiration date may be displayed in advertising literature. If any portion of the N( �A-Ojisplayed-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,qrrd; •
shall be available for inspection at the job site at the request of the Building Official.
This revises NOA#12-1219.01 and consists of pages 1 through 4.
The submitted documentation was reviewed by Juan E. Col�lao,R.A.
•GU�'+Gu1_`
NOA No.: 13-1113.05
MIAMI-DAD;COUNTY Expiration Date: 07/31/17
Approval Date: 03/13/14
Page 1 of 4
ROOFING COMPONENT APPROVAL
Category: Roofing
Sub-Category: Underlayment
Material: SBS
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
BORAL TileSeal 36"x 36' rolls TAS 103 SBS self-adhering asphalt sheet material with a
36"x 72' rolls ASTM D 1970 white glass re-enforced polyester surfacing fabric;
for use as an underlayment in sloped roof
assemblies.
MANUFACTURING LOCATION:
1. Brentwood,NH
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Underwriters Laboratories,Inc. R14610 Follow up Service 03/28/02
IRT-Arcon,Inc. 02-012 TAS 103 02/28/02
PRI Asphalt Technologies,Inc. NEI-006-02-01 TAS 103 04/01/02
PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114(H) 07/30/02
PRI Construction Materials NEI-045-02-01 ASTM D 4798 &ASTM G 155 08/08/07
Technologies,LLC. NEI-053-02-01 ASTM D 4798&ASTM G 155 05/01/08
NEI-076-02-01 TAS 103/ASTM D4798 02/14/11
NEI-034-02-02 ASTM D 1970 01/29/13
as••a•
so* • a•e•a•
.. s
...... .... ....%
.... ..... . .
•••sae • as •ssa•
•
ease%
• • • eases•
•• • • ate a •
• •
NOA No.: 13-1113.05
MIAMI•DAD;COUNTY Expiration Date: 07/31/17
Approval Date: 03/13/14
Page 2 of 4
♦ , A
APPROVED ASSEMBLIES:
Deck Type 1: Wood,non-insulated
Deck Description: 15/32" or greater plywood or wood plank
System E(1): Anchor sheet mechanically fastened deck,membrane adhered.
Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"head lap and a
6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c.at the laps and
two staggered rows 12"o.c.the field of the roll.
Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3"head lap and minimum
6"end lap.Place the first course of membrane parallel to the eave,rolling the membrane to
obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical
strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps
without black selvage area shall be sealed under lap using an SBS modified mastic.
Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to
deck with approved annular ring shank nails and tin caps at a maximum 6"o.c. at the side laps.
No nails or tin caps shall be exposed.
Surfacing: Approved for Approved Adhesive Set Roof Tile Systems,Mechanically Fastened Roof Tile,
Metal Roofing,Wood Shake&Shingles,and Asphaltic Shingle assemblies.
9999..
9999..
.. • 69••
0.0.00 9999 9999..
9999..
9999..
9999 .•9•
0000 6•.6 66•00
06.90• • -090
. 0000•
•• •• •••• 9.6...
•
0099•• • •
00 0 0 000
MIAMI•DADE COUNTY NOA No.: 13-1113.05
•••• Expiration Date: 07/31/17
Approval Date: 03/13/14
Page 3 of 4
LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable
Building Code.
3. BORAL TileSeal underlayment shall be applied to a smooth,clean and dry surface with deck free of irregularities.
4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be
applied over a roofing Base/Anchor sheet underlayment.
5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of
application.
6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly
to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12".
7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products.
8. Tiles shall be stored on battens on roof pitches greater than 6:12".
9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing
BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL
TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the
Miami-Dade County Product Control Department for approval provided that appropriate documentation is
provided to detail compatibility of the products,wind uplift resistance,and fire testing results.
10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep
the deck thoroughly to remove any dust and debris prior to application.
11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane
from the center outward in both directions. For ridge applications, center the membrane and roll from the center
outward in both directions.
12. Roll or broom the entire membrane surface so as to have 100%contact with the surface, giving special attention to
overlap areas.
13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance and applicable Building Code. :000%
14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This targkgit4 shall 1pgrpssed .••
in place and formed around the protrusion to ensure a tight fit. A second layer of BORAI.TileSeal undeda3Aent ••••:•
shall be applied over the underlayment,and sealed using an SBS modified mastic. •••:••
15. All products listed herein shall have a quality assurance audit in accordance with the Flori''M*Byilding Cbtlt and '
Rule 61 G20-3 of the Florida Administrative Code. "" "" ".
...... . .. .....
16. All membranes or packaging shall bear the imprint or identifiable marking of the manufactyrd?'S,xl'ame of 14$4,•city ......
and state of manufacturing facility, and the following statement: "Miami-Dade County Prodvct.Qontrol Approved" .•
or the Miami-Dade County Product Control Seal as shown below ••••:•
MIAMI•DADE COUNTY • • • ••'•'•
END OF THIS ACCEPTANCE
NOA No.: 13-1113.05
MiAMI•DADE COUNTY Expiration Date: 07/31/17
31
Approval Date: 03/13/14
Page 4 of 4
MIAMI-DADE COUNTY
� � PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv
3M Company
3M Center Building 0220-05-E-06
St.Paul,MN.55144-1000
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product
or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including g t3'
the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: 3MTM 2-Component Foam Roof Tile Adhesive AH-160
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a relisiorr or change in the ••••;•
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement ofany pidd6 t,for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to coin tl�Stith any AtMn of
this NOA shall be cause for termination and removal of NOA.
.... *see .....
DVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,*n�.folloyed py the •
expiration date may be displayed in advertising literature. If any portion of the NOA is displaYecj,%Vf1 it shrill be 4bne ......
in its entirety. •
. . . . ......
NSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer' or ids distributors and •
shall be available for inspection at the job site at the request of the Building Official. ••• *00
This NOA revises NOA 13-0502.02 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 14-0805.01
rua►tii•�oecourrry "OOOW 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.
:000%
PHYSICAL PROPERTIES:
Proper Test Results-
Density ASTM D 1622 1.6lbs./ft.3
Compressive Strength ASTM D 1621 18 PSI Parallel to rise •••• •••• •
12 PSI Perpendicular to rise •
...... . .. .....
Tensile Strength ASTM D 1623 28 PSI Parallel to rise ..• •.;..• ...•
Water Absorption ASTM D 2127 0.08 Lbs./Ft' .'
Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch '
. . . . ......
Dimensional Stability ASTM D 2126 +0.07%Volume Change @-409 17.0 weeks:
•• •••
+6.0%Volume Change @158°F"100%HurgMily,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
MiathI•naDe COUNTY Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 2 of 11
EVIDENCE SUBMITTED:
Test A2ency Test Identifier Test Name/Report 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 En ineerin 7050.02.96-1 TAS 114 03/14/96
P36700.04.12 ASTM D 1623 04/18/12
P39740.02.12 TAS 101 02/21/12
TAS 123
Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98
528454-9-1
528454-10-1
520109-1 TAS 101 12/28/98
520109-2
520109-3
520109-6
520109-7
520191-1 TAS 101 03/02/99
520109-2-1 :666:6
6660V
.. . 6666 6
LIMITATIONS: `
6666.. 6666 6666..
1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly ft!ffi'@ rating.
6666 6666 . .
2. 3M—2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&Mile pfQW
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS:421% 000
.. .. 6066 6666..
4. Roof Tile manufactures acquiring acceptance for the use of 3M7 2-Component Foam RoofXle.,jldhesive QH-
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. : ' : 6666:.
6666..
5. All products listed herein shall have a quality assurance audit in accordance with the 1714ida6Building Code and
Rule 61 G20-3 of the Florida Administrative Code. 90 •
NOA No.: 14-0805.01
MIAMI•DADE COUNTY Expiration Date: 05/10/17
' ' Approval Date:09/04/14
Page 3 of 11
INSTALLATION:
1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current
NOA that lists 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 tile 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.
.. • ••••
•
...... .... ......
.... .... . .
•• i• •••• ••••••
•
• • • •
• • • •
04,00 •
•
NOA No.: 14-0805.01
Q
•Daoecourtrr Expiration Date: 05/10/17
! Approval Date: 09/04/14
Page 4 of 11
v
Table l: 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 Profiles #1 17-23 sq. inches 45-65
Flat Profile #2 10-12 sq. inches 30
Low Profile #2 12-14 sq. inches 30
High Profile #2 17-19 sq. inches 30
Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy
head of tile 9-11 sq. inches at
overlap
Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead
edge)20-25 sq. inches each
bead
Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan
LABELING:
All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the
manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami-
Dade County Product Control Seal as shown below.
MIAMI•DAD;C:,OUZNITYY
�Fjjm
rnpj
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this•
system.
•
•••• •••• • •
•
• • • • ••••••
NOA No.: 14-0805.01
MIAMI•DADE COUNTY Expiration Date: 05/10/17
�Fjjuaerjw
Approval Date: 09/04/14
Page 5 of 11
ADHESIVE PLACEMENT DETAIL# 1
iwbm �
s&'� r d4ph ma* Flat/Low Profile Tile
,
1. Starting at the eave course,apply a minimum 2"
(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam
paddy onto the underlayment positioned as shown,
v under the strengthening rib closest to the overlock
of the tile being set.
•,, `` 2. Continue in same manner.Insure approximately 17
° (109.7 cm2)—23 (148.4 cm2)square inch adhesive
p
contact with the underside of the tile.
TO
is
Medium Profile/ Double Pan Tile
NallNall thrawMh]pbvtk cemera
whem eewireM
'� ��� ,•• , � 1. Starting at the eave course,apply a minimum 2"
(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
-` overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2)—23 (148.4 cm2)square inch adhesive
contact with the underside of the tile.
NIqh plik"Ic orfftHigh Profile/Single Pan Tile• ••• ••••••
twhom p I ad y 18sri +RM3i44h •••' i 0600
•a
- 1. Starting at the eave course,ftPPjVa minimtli'tf 2"
••""
(50.8 mm)x 10"(254 mm)k'P'M.4 mm)team :....:
paddy onto the underlaymeaeoshioned as shown
aarR x q under the pan portion of the tale closest to the •
overlock of the tile being se •
Rattans 2. Continue in same manner. Itsule Ipproximately 17 ......
aptYtanal •*M**.••
(109.7 cm2)—23 (148.4 cm�square incbacThesive • •
' contact with the underside of•ffie tile. •• •
6 W"Phok
i inw Fn< E d4sum
' s bdP'•&P
NOA No.: 14-0805.01
MIAMI•DADECOUNTY Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 6 of 11
+ w r r
ADHESIVE PLACEMENT DETAIL#2
► �+ hOAy l rw hTAa3 Flat/Low Profile Tile
U*d "marA, 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 I'" I `� _ ` the tile being set.Insure approximately 17(109.7 cm2)
23 (148.4 cm2)square inch adhesive contact with the
1_ underside of the tile.
2. At the second course, apply a minimum 2"(50.8mm)
��'�'� �.�•''���� x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
underlayment positioned as shown under the
� 3 strengthening rib closest to the overlock of the tile
.tla . 'r =-• �_ 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.
W1 through phstic mmera Medium Profile/Double Pan Tile
{when mquiredl
1. Starting at the eave course,apply a minimum 2"(50.8
ups mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy
- onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set.Insure approximately 17(109.7 cm2)—
's .. 23 (148.4 cm2)square inch adhesive contact with the
• underside of the tile.
2. At the second course, apply a':ininjum 2"2"8mm) ••••
x 7"(177.8 mm)x 1"(25.4 mi it fd4 paddy.Wtp the .'
underlayment positioned as shQ,,v6-4Wjder th84vp.' 0006:.
portion of the tile closest to th%o4dack of the bile
p 6666..
being set. 0000, 6.66 •
0000 6666 6666.
3. Continue in same manner. Inst oxim$tee 12" •••••
(77.4 cm2)- 14(90.3 cm2)squ''a4e Crich adhes"e
contact with the underside of t18 TV.: '
6 0 6 6666..
666666
(Instructions continued on nextpage) • • •
NOA No.: 14-0805.01
MIAMI•DADE COUNTY Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 7 of 11
ADHESIVE PLACEMENT DETAIL#2 (CONTINUED)
I,•nr• `�>, I1B�F IaT11ieI
ile/Single Pan Tile
lmdi High Prof
e: 9 1. Starting at the eave course, apply a minimum 2"(50.8
a mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy
onto the underlayment positioned as shown under the
„ N"' pan portion of the tile closest to the overlock of the
`� tile being set. Insure approximately 17(109.7 cm2)—
a rte. 23 (148.4 cm2)square inch adhesive contact with the
underside of the tile.
2. At the second course,apply a minimum 2"(50.8mm)
bwe COMM" • x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
underlayment positioned as shown under the pan
ortion of the tile closest to the overlock of the tile p
being set.
3. Continue in same manner.Insure approximately 17"
(109.7 cm2)- 19(122.6 cm2)square inch adhesive
contact with the underside of the tile.
••••••
...... .... ......
.... .... . .
.... .... .....
...... . .. .....
.. .. .... ......
NOA No.: 14-0805.01
MIAMI•DADE C UNTYM Expiration Date: 05/10/17
� j y w a l Approval Date: 09/04/14
Page 8 of 11
ADHESIVE PLACEMENT DETAIL#3
Nall tF o- lalasllc cxvner�t y lbeewee dles5
(wbee a 1. On the eave course only,apply a minimum 2" (50.8
sattsrslal • mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy
Pa tanaerlul onto the underlayment positioned as shown,under
anglepaft the strengthening rib for flat tile or under the pan
mn top ottle
portion of the the for low or high profile tile closest
to the overlock of the tile being set.Leave
: " �- izl approximately 4" (10 1.6 mm)up from the eave
Wdy edge free of foam to prevent the expanded adhesive
2x4hL from blocking the weep holes. Insure
4
approximately 17-23 inz(109.7-148.4 cmz
)of
10 adhesive contact with the underside of the the
asdal
Irl°sem 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4
mm)foam paddy onto the underlayment just below
RaVLOW otlleTlle the second course line positioned foam paddy
under the strengthening rib for flat tile, or under the
raaamroplaWccement Singk paddy undertle pan portion of the tile,closest to the underlock for
1whemrequked€1 pa !between a-r�a the second course tile to be installed. Insure
�ly
approximately 8-9 int(51.6-58.1 cm)of adhesive
Pad djtWinder tile) contact with the underside of the tile.
(Instructions continued on next page)
on top of Ule
��ma `4s41n. X41M
0 2In. ••••••
Eame.Gomre •• • •••• •
•••••• •••• ••••••
Eave Cautse E'asA is •
Madlum Profiler le ••••• ••••• • •
•••• •••• •••••
•••••• • •• •••••
•• •• •••• ••••••
•
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NOA No.: 14-0805.01
MIAMI•DADECOUNTY Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 9 of 11
� r y
ADHESIVE PLACEMENT DETAIL#3 (CONTINUED)
Nalitloeghpig 591e r order file
(whenn4valre4 3. Also apply a 2"(50.8 mm)x 4" (101.6 mm)x 3/4"
P gibe files) (19 mm)paddy on top of the eave course tile
ems: i PAO(UR&TWO surface as shown,on top of the strengthening rib
01 for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
on Install second course of tile.Insure approximately
'4x4in. 9(58.1 cm2)- 11 (71cm2)square inch adhesive
contact with the underside of the tile at the overlap
2X41n° and 7(45.2 cm2)-9(58.1 cm2)square inch
paw
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
Ewe Course— da
Weepnok
10hu .. z i.., Eave dowre
Drip edge
High Profile Tlie
•• • 0000 •
0000•• 0000 000.0•
•
0000•• • • •
0000••
0000 0000 •000••
• • • •
0000 0000 0
000000 • .000 00••0
• • •
•• 0• 0•00 •000••
•
000.0• • •
00 000.00
• • 0 •0000•
• •
NOA No.: 14-0805.01
MIAMI•DADE COUNTY Expiration Date: 05/10/17
•• •
Approval Date: 09/04/14
Page 10 of 11
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
Two Piece Barrel(Cap and Pan)Tile
1. Starting at the eave course,apply a minimum 2"
in Ponce enauhh adhesive to achieve 45 to 70 sq.ia. (wen requ re )applications (/50.8 mm x 10"/254 mm x 1" 25.4 mm foam
in contact with the-:pan tile. (when required) l ) l ) ( )
2)Turn covers upsidedown.Place adhesive in paddy onto the underlayment positioned as
tat in.from outsideedgeofcover tile.
Then install the the Ensure 20 to shown under two adjacent pan tiles. Support eave
25sciAn;conta«area. o tiles from rocking until adhesive has a chance to
Underiayment Cure.
o 0
2. Continue in same manner bringing two pan
courses up toward the ridge.Insure
approximately 65 (419.4 cm2)—70(451.6 cm2)
square inch adhesive contact with the underside
Sheathing of the pan tile.
Eave closure
(motarshown) 3. Turn covers upside down exposing the underside
weephole of the tile.Apply a minimum 1"(25.4 mm)x 10"
Fascia ward (254 mm)bead of adhesive directly on the inner
Itemovetopportion oftheeavecoursecover tile.Abuttosecond"course'of edge of each side of the cover tile.Leave
pan tiles.Ensure eave end of pan and cover tiles are flush at eave line;
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 cm2)square inch
contact area on each side of the cover Mile tothe
.00000
pan tile. Continue in sam e manner. Trim away 9060:6
any cured exposed foam a&keside.Poipfi>ftgef •o
longitudinal edges of the tb-tCeflles are 00”' 000000
considered optional. 00 00 00 0000 0000..
'
00
0
5. When additional nailing is requ000.
ired,2”�S'0� • •
000 00 0 0 00000
mm)x 4"(101.6 mm)na4irs.q�•the tieavlw.• ..0 0 0 0
system using galvanized,;Wi;Ws steel,or.
copper wire and compatible AM may be used. 0 0 0 0 0 0
......
. 0000..
00 . 0 000 0 0
'00' 0
END OF THIS ACCEPTANCE
NOA No.: 14-0805.01
MIAMI•DADE COUNTY Expiration Date: 05/10/17
,0000 �
Approval Date: 09/04/14
Page 11 of 11