RF-15-2406 Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
nspection Number: INSP-253325 Permit Number: RF-9-15-2406
Inspection Date: February 23, 2016 Permit Type: Roof
Inspector: Rodriguez,Jorge Inspection Type: Final Roof
Owner: FEBLES, CARLOS Work Classification: Tile
Job Address:431 NE 94 Street
Miami Shores, FL 33138- Phone Number
Parcel Number 1132060140500
Project: <NONE>
Contractor: T&S ROOFING SYSTEMS INC. Phone: 3051265-2654
Building Department Comments
RE ROOF TILE COLOR THRU TERROCATTA Infractio Passed Comments
INSPECTOR COMMENTS True
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-252808. CREATED AS
REINSPECTION FOR INSP-251901. CREATED AS REINSPECTION FOR
INSP-243971. No ladder
ROOF OK
Failed Missing renailing affidavit
No permit on site
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
For Inspections please call: (305)762-4949
February 23,2016 Page 1 of 1
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305)795.2204
Fax: (305)758.8972
RE: Permit#—W- DATE: ; �
r
INSPECTION AFFIDAVIT
licensed as a Contractor Engineer/Architect,
(Print nemeand circle LkemeType) FS 468 Building Inspector
License#:
On or about l �� j'� ` �
p I did personally inspect the roof deck nailing
/9 (Date ere)
work at L l E o a
(complete Job She Addremm)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual(Based o 553.844 F.S)
Signature
State of Florida
County of Dade:
The undersigned, being the first duly swom,deposes and says that he/she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this day of
+�;�'"F'`s, Elsa Annbriz
Notary Public, Sate of Floria at Lar
� � �` Expll�JA41.30,2018
3
'Gene*SulldkV,Residential,or Rocs ngi Contractors or any iridhrldual certifled under 468 F.S.to make suds an inspection.Include pholopphs of each plane of N roof w(th
penTA#and eddremsa'•dearly shown www an the deck for each Inspection
ID-d.&A—:7.-h17n1A%U71 M(M
r �
ACB2 Engineering Inc.
Testing & Engineering Services
Certificate of Authorization#8131 Roof Tile Uplift Test Report
Tel: 954-245-8976 Fax:954-301-7776
5230 NE le Avenue
Fort Lauderdale, FL 33334
Attention: Miami Shores Village, Building Division,
10050 NE 2nd Avenue, Miami Shores, FL 33138
Client: T&S Roofing, Inc
Test Date: 01/26/2016 Permit# RF-9-15-2406
Febles, Residence
Property Address:
431 NE 94 Street, Miami Shores, FI
Roof Pitch: Type of Tile: Roof Area:
5 in 12 Santa Fe Roof Tile 23.00 squares
Tile Attachment Method: Two Component Polyurethane Foam Adhesive-Poly Pro H 160
Field Instrument : IMADA Force Gauge 0-100 Serial number:243454
Test Location Total Number of Tests Field Uplift Pull Test Test results
Perimeter Area: 10.00 sq 10 As per FBC 2014 Passed
Field Area: 13.00 sq 13 As per FBC 2014 Passed
No.of Corner 18 18 As per FBC 2014 Passed
Ridge Areas: 84 pcs. 8 As per FBC 2014 Passed
Important.
These laboratory results can change due to future weather impacts and/or unavoidable roof
traffic.Therefore,this report represents the TAS 106 results at the time of the test.
Please see attached a Roof Sketch for this project.
C4Ro:
dill
Aring Inc. (NOA 09-1005.01)
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Miami Shores Village F C!�'f 4,_
Building Department SEP 92 201
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 FY:__.
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBc 2o)y
BUILDING Master Permit No./Lr,15—2&/44
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: �1� 5+-
Cit : Miami Shores County: Miami Dade zip:
Folio/Parcel#: _ v Q Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee imple Titleholder): U-> k�AeCPhone#:
Address: Gl r
City: State: 1 i Zip:
Tenant/Le ee Name: Phone#:
Email:
CONTRACTOR:Company Name: ' Phone#: 7
Address:
City: l ,� State: Zip: I
Qualifier Name: `�`�� 15 Phone#:
State Certification or Registration#: CC 72- Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: A JJ City: State: Zip:
Value of Work for this Permit:$ \�e 5V 0 Square/Linear Footage of Work:
Type of Work: ❑ Addition `❑ Alteration ( ❑ New ❑ Repair/Replace ' ❑ Demolition
Description of Work:
Specify color of color thru the: �'��c
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
Rondirr,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 a approved afA a reinspection fee will be charged.
Signature Signature
OWNER or A ENT CONTRACTOR
The f4orgoing instrument was acknowledged before me this The foregoing instrumerli was � owledged before me this
ip
day of 20 by Z day of 20 tS by
e who is personally known to V V who iersonally known to
me or who has pr duced as me or who has produce as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign:
Print: Print:
RAFAELAMORET
FF 12
2Seal: r=: MYCOMMISSIM Seal: ,eRAFAEL AMORETP
: MYCOMMISSI0NffiFF127227EXPIRES:May 28,2018
� tfE eyge' Bonded Tbru Notary Pubfie Uncle ibfaB - .
�` EXPIRES:May 28,2018
l� , Bonded Tbru Notary Pubfic Under ft-
&�N�&�*�*ffi�*�k&&+k�**�*�*&*��#*�***
APPROVED BY VL
Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
MIAMI• ';
mi-Dade County HVHZ Electronic Roof Permit Form
"Delivering Excellene _ e
Section A(General Information)
Master Permit No: -3 _ Process No:
Contractor's Name: It,and s roofing 7BY
Job Address: 31 ne 94 st
Roof Category
❑ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tile
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
❑ Sprayed Polyurethane Foam ❑ Other:
Roof Type
❑ New Roof 0 Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance
Are there Gas Vent Stacks located on the roof? ❑ Yes R No If yes, what type? ❑ Natural ❑ LPGX
Roof System Information
Low slope roof area (ft.2) 0 Steep Sloped area (ft.2) 300 Total (ft.2) 300
Section B(Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include
dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
Perimeter Width (a'): Corner Size(a' x a'):
Cn
�z
�t o F
D
w
C7 Ll �j
.. . . . . . . . .
• •• • •
000
• • • J
••• • • • C_ O _j Z) f—
N m en ,W
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
i r
MIAMI-D�IDE
Miami-Dade County HVHZ Electronic Roof Permit Form
"Delivering Excellence Every Day" Section D Tile Roof System
Roof System Manufacturer: SANTA FE
p (NOA): 12-0210.01
Notice of Acceptance Number NOA
Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations):
P 1: 39.1 _ P 2: 68.1- P 3: 100.7
Maximum Design Wind Pressures, (From the NOA Specific system): 6�8 ; psf
Fill in the specific roof assembly components.if a component is not required,insert not applicable(n/a)in the text box.
Deck Type: --Select Deck Type--
Optional Insulation:
Optional Nailable Substrate:
Roof Slope: 11/12" Optional Nailable Substrate Attachment:
Roof Mean Height: �.5 tt. Basesheet Type:
Method of Tile Attachment: 30 ASTM TYPE II
--Adhesive, Medium Paddy Polyfoam Polypro- :T
Fastener Type for Basesheet Attachment:
Alternate Method of Tile Attachment per NOA: 1 1/4 RS NAILS 6" OC AND 12" FIELD
Tile Underlayment(Cap Sheet)Type:
TILE SEAL
Drip Edge Size&Gauge: —3"face 24 ga.— � - -
Tile Underlayment Attachment Method:
Drip Edge Material lype: :GpIvjni2e,d Metal—
; SELF ADHERED
.
. .. . . . . ... .
Drip Edge Fastener Type: 1 174'RA'NAILS Tile Profile:
9:0 so:.
... .. SPANISH S
Hook SNWCl;at gauge omivgight r$eTect Hook Strip—
... . . . . ... . .
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
MIAMI- DE Miami-Dade County HVHZ Electronic Roof Permit Form
'Delivering Excellence Every Day"
Section E(Tile Calculations)
Method 1 "Moment Based Tile Calculations Per RAS 127"
For Moment based tile systems,use Method 1. Compare the values for Mr with the values from Mf.If the Mf values are
greater than or equal to the Mr values,for each area of the roof,then the the attachment method is acceptable.
P 1: 39.1 X X .297 = 11.61 -Mg: =Mr1: -66 5 61.9 NOA Mf
P 2: 68.1 X X .297 = 20.22 -Mg: =Mr2: 5 61.9 NOA Mf
P 3: 100.7 ; X .297 = 29.90 ' -Mg: S =Mr3 I� S 61.9 NOA Mf
Method 3 "Uplift Based Tile Calculations Per RAS 127"
)r Uplift based tile systems use Method 3.Compare the values for F'with the values for Fr.If the F'values are greater than or equal to the Fr values,for
ich area of the roof,then the tile attachment method is acceptable.
1: X1: = XW. = -W: = XCos 0: =Fr1: S NOA F'
2: X1: = Xw = -W: = XCos 0: =Fr2: 5 NOA F'
3: X1: = XW: = -W: = XCos 0: Fr3: 5 NOA F'
Where to Obtain Information to complete the calculations
Where to Find
Description Symbol
)esign Pressure P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,signed and sealed by a professional
engineer based on ASCE 7.
Aean Roof Height H Job Site
toof Slope A Job Site
%erodynamic Multiplier Product Approval(NOA)
restoring Moment due to Gravity Mg Product Approval(NOA)
,ttachment ResistanGLP' 00: ; ; .'. 14f; ." Product Approval(NOA)
. .. . . . . ... .
:equired Moment Resistances • • • • Mrs Calculated
.. ... . . . . ..
linimum Attachment Resistance F' Product Approval(NOA)
. ... . .
. ... ..
:equired Uplift Resistance Fro• 0 Calculated
verage Tile Weight: :' •.• W'.' '. Product Approval(NOA)
ile DimensionsI=length Product Approval(NOA)
••• • • • • Vd. th •
0 .
' MIAMI•DiADE
Miami-Dade County HVHZ Electronic Roof Permit Form
Section D Tile Roof System
"Delivering Excellence Every Day"
Roof System Manufacturer: SANTA FE
Notice of Acceptance Number(NDA): 12-0210.01
Minimum Design Wind Pressures, If Applicable(from RAS 127 or Calculations):
P 1: 39.1 P 2: 68.1 P 3: 100.7
Maximum Design Wind Pressures, (From the NOA Specific system): 61 8_ psf
Fill in the specific roof assembly components.If a component is not required, Insert not applicable(n/a)in the text box.
Deck Type: --Select Deck Type--
Optional Insulation:
Optional Nailable Substrate:
Optional Nailable Substrate Attachment:
Roof Slope: "/12"
Roof Mean Height: ft. Basesheet Type:
Method of Tile Attachment: 30 ASTM TYPE II
--Adhesive, Medium Paddy Polyfoam Polypro- .T
Fastener Type for Basesheet Attachment:
Alternate Method of Tile Attachment per NOA: 1 1/4 RS NAILS 6" OC AND 12" FIELD
1 fs _VVI q ew-'r�
Tile Underlayment(Cap Sheet)Type:
a
Drip Edge Size&Gauge: F77face 24 9 .— TILE SEAL
Tile Underlayment Attachment Method:
Drip Edge AGateriai T�pQ: :G@Ivjnize�l Metal-- SELF ADHERED
. .
. .. . . . . ... .
Drip Edge Fastener Type: 1 1�4I 'NAILS Tile Profile:
. ... ... ... .. .
SPANISH S
Hook SfroClaet geu9e ori veight:: Y defect Hook Strip--
... . . . . ... . .
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
I '
MIAMI- Miami-Dade County HVHZ Electronic Roof Permit Form
'Delivering Excellence Every Day"
Section E(Tile Calculations)
Method 1 "Moment Based Tile Calculations Per RAS 127"
For Moment based tile systems,use Method 1. Compare the values for Mr with the values from Mf.If the Mf values are
greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is acceptable.
P 1: 39.1 x X .297 = 11.61 -Mg:1 CX =Mr1- + 5 61.9 NOA Mf
P 2: 68.1 x X .297 = 20.22 -Mg:' ���-.':. =Mr2'[L—SM- 5 61.9 NOA Mf
P 3:1100.7 11 x I .297 = 29.90 i -Ma,�, =MK.. 5 61.9 NOA Mf
Method 3"Uplift Based Tile Calculations Per RAS 127"
)r Uplift based tile systems use Method 3.Compare the values for F'with the values for Fr.If the F'values are greater than or equal to the Fr values,for
ich area of the roof,then the tile attachment method is acceptable.
1: X 1: = X W: = -W. = x cos 0: =Fr1: :5 NOA F'
2: X1: = Xw = -W: = XCos 0: =Fr2: 5 NOA F'
3: _ X 1: = X W: = _ -W. = X cos e: =Fr3: :5 NOA F'
Where to Obtain Information to complete the calculations
Description Symbol Where to Find
)esign Pressure P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,signed and sealed by a professional
engineer based on ASCE 7.
Aean Roof Height H Job Site
toof Slope 9 Job Site
aerodynamic Multiplier Product Approval(NOA)
testoring Moment due to Gravity Mg Product Approval(NOA)
ttachment Resistance'• •• g4f; •• Product Approval(NOA)
. . ... .
:equired Moment Resis4ance•..see •. . . Mr• Calculated
0 so
finimum Attachment Resistance F' Product Approval(NOA)
:equired Uplift Resistance 0 •• Fr*� GO , Calculated
verage Tile Weight,; ;' '.' W'.' '. Product Approval(NOA)
ile Dimensions =Lt Product Approval(NOA)
000 . . . ... . .
IA"I-
"DeiirwIng ErceAence Every Ave
----- M AMI-RADE COUNTY ------
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
It is the responsibility of the roofing contractor to provide the owner with the required roofing permit,and to
explain to the owner the content of this form. The owner's initials in the designated space indicates that the item
Jhan e lained.1.Aesthetics-workmanship: The workmanship provisions of Chapter 15(High Velocity Hurricane
re for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics(appearance)are not a consideration with respect to workmanship provisions.
Aestbetic issues such as color or architectural appearance, that are not part of a zoning code,should be addressed
asp he agreement between the owner and the contractor.
2.Renafling wood decks: When replacing roofing,the existing wood roof deck may have to be
r 1 ed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones)of the Florida
i Code. (The roof deck is usually concealed prior to removing the existing roof system).
3.Common roofs: Common roof's are those which have no visible delineation between neighboring
U (i.e.townhouses,condominiums,etc.). In buildings with common roofs,the roofing contractor and/or
o r
III
notify the occupants of adjacent units of roofing work to be performed.
4.Exposed cellings: Exposed,open beam ceilings are where the underside of the roof decking can be
vie from below. The owner may wish to maintain the architectural appearance;therefore,roofing nail
P e trations f the underside of the decking may not be acceptable.The owner provides the option of
to ' i ' g this appearance.
5.Ponding water: The current roof system and/or deck of the building may not drain well and may
cau water to pond (accumulate)in low-lying areas of the roof. Ponding can be an indication of structural
distress and may require the review of a professional structural engineer. Ponding may shorten the life
expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original
ro g tem is removed. Ponding conditions should be corrected.
6.Overflow scuppers(wall outlets): It is required that rainwater flow off so that the roof is not
overloaded from a build up of water. Perimeter/edge walb or other roof extensions may block this discharge if
overflow scuppers(wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance
wi a quirements of: Chapter 15 and 16 herein and the Florida Building Code,Plumbing.
9.Ventilation: Most roof structures should have some ability to vent natural airflow through the
in r of the structural assembly a buil ' g itself). The existing amount of attic ventilation shall not be
reduced.
Owner's/Ageiifs 9 ghathtile: ' ' Date:
ContractoesSigtylure:.. .. . Permit Number:
• .
Property Adnes
... . . . . ... . .
12:14
OWNEWS AFFIDAVIT OF EXEMPTION
Roof to Wall Connection Hurricane IN tigation Retrofit for Existing Site-Built Single
Family Residential Structures
Pursuant to Section 553.844 F.S.
Date:
To:
Re: Owners Name: I
Property Address:
Roofing Permit Number:
JDBi ling Uc l:
v r cergf� that I aw not rraqutred to retrofit iiia roof to�e all
ons of my 'Iding because:
e just valuation for the structure for purposes of ad wlorem taxation is Less than S300,110(1.
The building inns constructed in compliance with the provisions of the Florida Building Code(FBC)
or with the pros' ons of the 1994 edition of the South Florida Building Code(1994 SFBC)
Siow; party
U�� I 1 1 5 .
RAFAELAMORETn
Print Nn JZ MY COMMISSION#FF 127227
=�• a, EXPIRES:May 28,2018
'.;;os��y°.•' Bonded Thro Notary Public Underwriters
STATE OF FLORIDA COUNTY OF N A III-RADE ,
Sanan wt�cf`oar me
9
of
,
_Fema ally known
•�iY'l�l<4'oS ••
•khaa9,Qae`jv** o01datll*m'.of by structure for the purposes of ad♦mlorem taxation is equal to or more than
S300,0W,and the building eras not constructed in compliance vdth tlx:.FBC nor with the 1994 SFBC,and
affidavit of Roof to gall Connection Hurricane Mitigation Retrofit must be provided.
. ••• ••• ••• •• .
•
.. . . . . . .•. G
•. .
. .. . . . • . • . •
... . . . . ... . .
i i i i•i i i i 10:14
••• • • • ••• • •
9/9/2015 Property Search Application-Miami-Dade County
' OFFIAU'O'E OF
PF,"RUPERTY
Summary Report
Generated On:9/9/2015
Property Information <<��
Folio: 11-3206-014-0500
Property Address: 431 NE 94 ST
Owner CARLOS F FEBLES
Mailing Address
431 NE 94 ST
MIAMI SHORES,FL 33138-2845
Primary Zone 1100 SGL FAMILY-2301-2500 SQ
Primary Land Use 0802 MULTIFAMILY 2-9 UNITS:2
LIVING UNITS
Beds/Baths/Half 4/3/0
Floors 2
Living Units 2
Actual Area Sq.Ft
Living Area Sq.Ft
A.
Adjusted Area 2,745 Sq.Ft '
Lot Size 12,900 Sq.Ft
Year Built 11924 Taxable Value Information
2015 2014 2013
Assessment Information County
Year 2015 2014 2013 Exemption WE= $50,0001 $50,0001 $50,000
Land Value $309,947 $270,573 $240,285 Taxable Value 1 $403,721 $380,512 $362,978
Building Value $191,725 $187,878 $189,016 School Board
XF Value $1,358 $1,369 $1,379 Exemption Value 1 $25,000 $25,000 $25,000
Market Value $503,030 $459,820 $430,680 Taxable Value 1 $428,721 $405,512 $387,978
Assessed Value $453,721 $430,512 $412,978 City
Exemption Value 1 $50,000 $50,000 $50,000
Benefits Information Taxable Value 1 $403,721 $380,512 $362,978
Benefit Type 2015 2014 2013 Regional
Save Our Homes Cap Assessment Reduction $49,309 $29,308 $17,702 Exemption Value 1 $50,000 $50,000 $50,000
Homestead Exemption $25,000 $25,000 $25,000 Taxable Value 1 $403,721 $380,512 $362,978
Second Homestead Exemption $25,000 $25,000 $25,000
Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Sales Information
Board,City,Regional). Previous OR Book-
Sale Price PageQualification Description
Short Legal Description 07/01/2006 $865,000 24727-2038 2008 and prior year sales;Qual by exam
MIAMI SHORES SEC 2 PB 10-37 of deed
LOTS 16&17 BLK 5 •• 0-:• • • • • • ••
• . . • . . . 05/01/2001 $0 19695-1340 Qual by exam of deed
LOT SIZE 100.000 X•19 0; ••; ; ; ;�; • 2008 and prior year sales;Qual b exam
OR19695-1340052p4?5,•; •.; •.• ; ; •.• 01/01/2000 $322,000 18964-4891 p y y
of deed
COC 24727-2038 07 2006 1
The Office of the PrOepl praiseA§:orR'iRCally a jift qp19 jjpdating the tax roll.This websfte may not reflect the most current information on record.The Property
Appraiser and Mian►D ode Oounty as3umeito Iijbilr,jelfu:disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version: ••• • • • • •
••• • • • • ••• • •
• • • • • • • • • •
• •• ••• •• ••• •• ••• ••
••• • •
MIAMI-DADE COUNTY
MAW PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
3M Company
3M Center Building 0220-05-E-06
St.Paul,MN.55144-1000
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: 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 revision or change in the
materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A cry.of this.entire VQA mall be provided to the user by the manufacturer or its distributors and
shall be available fo;insp eotiin at iha jo*b e60@ite at the request of the Building Official.
This NOA revises 4K T1-05d1*.0*fand consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
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NOA No.: 14-0805.01
CMIAMI"Im
-DADECOU Expiration Date: 05/10/17
see 0 Approval Date: 09/04/14
• ••• • • Page 1 of 11
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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.
PHYSICAL PROPERTIES:
Property 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./Fe
Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch
Dimensional Stability. ... . ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks
•.: : : : :. +6.0%Volume Change @158°F., 100% Humidity, 2
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• weeks
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Closed Cell Content ASTM D 2856 86%
Note: The physical propertios kste&abov e4a represented as typical average values as determined by
accepted AkjM jest igetholis agdke subject to normal manufacturing variation.
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NOA No.: 14-0805.01
MIAMMDADE COUNTY Expiration Date: 05/10/17
• ••• • Approval Date: 09/04/14
• • • • Page 2 of 11
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EVIDENCE SUBMITTED:
Test Agency 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[1] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96-1 TAS 114 03/14/96
P36700.04.12 ASTM D 1623 04/18/12
P39740.02.12 TAS 101 02/21/12
TAS 123
Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98
528454-9-1
528454-10-1
520109-1 TAS 101 12/28/98
520109-2
520109-3
520109-6
520109-7
520191-1 TAS 101 03/02/99
520109-2-1
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. 3MT"2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat, low, &high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of 3M7 2-Component Foam Roof Tile Adhesive AH-
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101.
5. All products ligted•herein-shail hav® a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3'pf the,�1pfijia;Ajlnti�s;r tive Code.
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NOA No.: 14-0805.01
MIAMI•DADE COUNTY ••• Expiration Date: 05/10/17
Approval Date: 09/04/14
• ••• Page 3 of 11
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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.
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NOA No.: 14-0805.01
MAWDADE COUNTY Expiration Date: 05/10/17
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Approval Date: 09/04/14
Page 4of11
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Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram
Area Weight
Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65
Profiles
Flat,Low, High 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.
MIAWDADE COUNTY
,...0 1
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
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•
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000 0 . .
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NOA No.: 14-0805.01
MIAMI-DADE COUNTY • ••• • Expiration Date: 05/10/17
F—THII M • • • Approval Date: 09/04/14
• ; ;•; ; • ; Page 5 of 11
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ADHESIVE PLACEMENT DETAIL# 1
�It Prastig amkfit radalp l .wh " 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
° 4 ,. ;� paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
"A"50
SOW-- of the tile being set.
Ea � r •q 2. Continue in same manner. Insure approximately 17
(109.7 cm2)—23 (148.4 cm) square inch adhesive
- � contact with the underside of the tile.
Eat* Uzu
Nall throghpiaskcemeM Medium Profile/ Double Pan Tile
rah req�rlrr�i
N yMmeat, r 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
lk- overlock of the tile being set.
aIPhw a t
�'�°µc 2. Continue in same manner. Insure approximately 17
(109.7 cm)—23 (148.4 cm2) square inch adhesive
' contact with the underside of the tile.
LWO Cow mme''r S°y Fasda
afcnr ,�r.wr�s ,, High Profile/Single Pan Tile
1. Starting at the eave course,apply a minimum 2"
(50.8 mm)x 10" (254 mm)x 1"(25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
a�pn•� .. w~
., ,• r'' (109.7 cm)—23 (148.4 cm2) square inch adhesive
�• ... contact with the underside of the tile.
weephde
Ewm dosum
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NOA No.: 14-0805.01
MIAMr•DADE CouNTY . • • • ••• • • Expiration Date: 05/10/17
Approval Date: 09/04/14
• ••• • • Page 6 of 11
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ADHESIVE PLACEMENT DETAIL#2
"IOWMagh pwolrsomand Wr ii i Flat/Low Profile Tile
1. Starting at the eave course,apply a minimum 2"(50.8
mm)x 10" (254 mm)x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the overlock of
the tile being set. Insure approximately 17 (109.7 cm)
23 (148.4 cm) square inch adhesive contact with the
underside of the tile.
EaftChu" ,
, d 2. At the second course, apply a minimum 2"(50.8mm)
x 7"(177.8 mm)x 1" (25.4 mm)foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
€ �•" ° being set.
3. Continue in same manner. Insure approximately 10"
(64.5 cm) - 12 (77.4 cm)square inch adhesive
contact with the underside of the tile.
il4hroogh Owfdccement Medium Profile/Double Pan Tile
When ra IM01l
-pa Igo jameaderil.)• 1. Starting at the eave course,apply a minimum 2"(50.8
mm)x 10"(254 mm)x 1"(25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm)—
a as 2 in, � "'� 23 (148.4 cm2) square inch adhesive contact with the
% ti' s underside of the tile.
Esm{ptRa= a�r� _Z- w
2. At the second course, apply a minimum 2" (50.8mm)
t1,
x 7"(177.8 mm)x 1"(25.4 mm) foam paddy onto the
�• -" `�� underlayment positioned as shown under the pan
.�• r�.r�--- + portion of the tile closest to the overlock of the tile
I:.®6.
being set.
3. Continue in same manner. Insure approximately 12"
(77.4 cm2) - 14(90.3 cm) square inch adhesive
contact with the underside of the tile.
o
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(Instructions continued on next page)
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NOA No.: 14-0805.01
MIAMI•DADE COUNTY., • • Expiration Date: 05/10/17
�Ufis • • • • ••• •e • e • Approval Date:09/04/14
• • ••• • • • Page 7 of 11
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ADHESIVE PLACEMENT DETAIL#2 (CONTINUED)
Nad due ugh(Ajok High Profile/Single Pan Tile
ti ®t�rragaulr df P"-syli9•rmobTilo
4�'m�' gr®r�i14 b
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
the being set. Insure approximately 17 (109.7 cm)—
23 (148.4 cm ) square inch adhesive contact with the
2 Ire. F
ce apdaM1 ,,M �c� underside of the tile.
2. At the second course,apply a minimum 2"(50.8mm)
. _ •, �.. �.�te x 7" (177.8 mm)x 1"(25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
29, portion of the tile closest to the overlock of the the
s --- Wtp. Q 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.
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MIAMI•DADE COUNTY NOA No.: 14-0805.01
• • • • ••• • • Expiration Date: 05/10/17
• • • • • • • • Approval Date: 09/04/14
• • • Page 8 of It
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ADHESIVE PLACEMENT DETAIL#3
"t duo Pa cbenveen toeQ
fwhuenr v6r F f 1. On the eave course only,apply a minimum 2" (50.8
ffattwsesop6cmal "�.� mm)x 10" (254 mm)x V (25.4 mm) foam paddy
`¢
lunder onto the underlayment positioned as shown,under
singlepa tdp
cntovuffe ` _y the strengthening rib for flat tile or under the pan
' portion of the tile for low or high profile tile closest
to the Overlock of the tile being set. Leave
4x4 In. ..
approximately 4" (101.6 mm)up from the eave
Bente edge free of foam to prevent the expanded adhesive
x¢UL from blocking the weep holes. Insure
v approximately 17-23 int (109.7-148.4 cm2)of
lo "�, �, adhesive contact with the underside of the tile
E3VeCJI 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4
mm) foam paddy onto the underlayment just below
Flattll.aw Profile Tile the second course line positioned foam paddy
under the strengthening rib for flat tile,or under the
milthlet4h PhLific emlem Single paddy under We pan portion of the tile, closest to the underlock for
4whenrequked) the second course tile to be installed. Insure
y approximately 8-9 int (51.6-58.1 cm2)of adhesive
Baftens Pad euadeWeP contact with the underside of the tile.
ShWepad (Instructions continued on next page)
2.s�
paddy
un hi
Ene Gowre
Eave Cournaa Fascia
Medium Pr+otile7 ile
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• •• • • • • • • • •
••• • NOA No.: 14-0805.01
MIAMI•DADECOUNTY Expiration Date: 05/10/17
r •• • ••• Approval Date: 09/04/14
• ••• Page 9 of 11
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ADHESIVE PLACEMENT DETAIL#3 (CONTINUED)
man ftough pwil 5 epaddywiderfile
4whenrequIr3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x 3/a"
Paddy arm (19 mm)paddy on top of the eave course tile
. PWyiundo e surface as shown, on top of the strengthening rib
for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
' a ,a Install second course of tile. Insure approximately
. P
9(58.1 cm2)- 11 (71cm2) square inch adhesive
x4in.
contact with the underside of the tile at the overlap
5 2x41n. 2
and 7 (45.2 cm )-9 (58.1 cm) square inch
an
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
Ecce asda
Wewnole
loin. 2 in. Eave dmure
UP edge
High PmfllaTlts
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• NOA No.: 14-0805.01
MIAMI•DADECOUNTY Expiration Date: 05/10/17
.• • . . . ... . .
Approval Date: 09/04/14
• ••• • Page 10 of 11
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ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
Two Piece Barrel(Cap and Pan)Tile
1. Starting at the eave course, apply a minimum 2"
ttPlace enough adhesivetoachieve t35to70sq in Steep pitch required)cations (/50.8 nim x 10"/254 mm x 1" /25.4 mm foam
In contact with the pantile. When required) l ) l ) l )
2)Tum covers upside down.Place adhesive In paddy onto the underlayment positioned as
tot in.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave
Then install the tile.Ensure 20 to
25 sq.In.contact area, tiles from rocking until adhesive has a chance to
Underlayment r' Cure.
2. Continue in same manner bringing two pan
courses up toward the ridge. Insure
approximately 65 (419.4 cm2)—70 (451.6 cm)
square inch adhesive contact with the underside
Sheathing of the pan tile.
Eave closurev '
(motor shown) „ 3. Turn covers upside down exposing the underside
Weephole Fascia Board of the tile. Apply a minimum 1"(25.4 mm)x 10"
(254 mm)bead of adhesive directly on the inner
Remove top portion of the eave course cover tile.Abut tosecond courseof edge of each side of the cover tile. Leave
pan tiles.Ensure eave end of pan and cover titer are flush at ewe fine. approximately 3/4"(19 mm)to 1"(25.4 mm)
Two Piece Barrel-High Profile Tile from the outside edge of the tile, inward, free of
foam to allow for expansion.
4. Turn cover tile over after foam is applied and
place onto pan tile course. Insure a minimum of
20 (129 cm)-25 (161.3 cm2) square inch
contact area on each side of the cover tile to the
pan tile. Continue in same manner. Trim away
any cured exposed foam adhesive. Pointing of
longitudinal edges of the cover tiles are
considered optional.
5. When additional nailing is required,2" (50.8
mm)x 4"(101.6 mm)nailers or the tie wire
system using galvanized, stainless steel, or
copper wire and compatible nails may be used.
�IYIa QF THIS ACCEPTANCE
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• NOA No.: 14-0805.01
QMLAM•DADE CExpiration Date: 05/10/17
t ZTY
• ••• Approval Date: 09/04/14
• ••• Page 11 of 11
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7
MIAMI-
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.gov/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 or change in the
materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
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INSPECTION: A copy.of r$soenJir*r I:10.Aesha4Lbe provided to the user by the manufacturer or its distributors and
shall be available for i$specfiibn ifethe'job'site M the request of the Building Official.
This revises NOA#12-12.1-51.01 and cocists ofpaes 1 through 4.
The submitted docthZntjiorLw•as reyiew•ed bx Jpa;E. Collao,R.A.
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... NOA No.: 13-1113.05
MIAMI•DADECOUNTY : : : : ': : : Expiration Date: 07/31/17
Approval Date: 03/13/14
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"' ' 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
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NOA No.: 13-1113.05
MIAMMADE COUNTY . . . . . . . Expiration Date: 07/31/17
.. .' •*• ' Approval Date: 03/13/14
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"' '. "' • Page 2 of 4
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.
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• •• • • • • • • • •
NOA No.: 13-1113.05
MIAMI•DADE COUNTY ' • : Expiration Date: 07/31/17
. . . • • • • • • .
Approval Date: 03/13/14
. .• •• . . • •• .•
Page 3 of 4
1 �•
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.
14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed
in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment
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 Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city
and state of manufacturing facility, and the following statement: "Miami-Dade County Product Control Approved"
or the Miami-Dade County Product Control Seal as shown below
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• • • • • • • • • MIAMI•DADE COUNTY
END OF THIS ACCEPTANCE
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NOA No.: 13-1113.05
ILMIAMI-DADE COUNTY • • Expiration Date: 07/31/17
•'.: ; ; ; ;.•�; Approval Date: 03/13/14
••• • ' ' "' ' • Page 4 of 4
MIA
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/sera
Santafe Tile Corporation
8825 NW 95`h Street
Medley,FL 33178
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or
suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this
acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Santafe Spanish `S' Clay Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A cbpiy of diiz tZtteVQ.4 shill be provided to the user by the manufacturer or its distributors and
shall be available for4nspeet on4>•t the job 4taaf the request of the Building Official.
This replaces NOAJ 10;jQ05.�5 gn i.onsists of ages 1 through 5.
The submitted doclln'iendttion wA reyteweo by jklrx Tigera.
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NOA No.: 12-0210.01
MIAMI•DADEc,UNTY Expiration Date: 02/01/16
• • • • ••• • Approval Date: 05/31/12
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ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub-Category: Roofing Tiles
Material: Clay
Deck Type: Wood
1. SCOPE
This approves a roofing system using Santa Fe"Santafe `S"Clay Roof Tile, as manufactured by Ladrillera
Santafe S.A. in Bogota,Colombia and distributed by Santafe Tile Corporation as described in Section 2 of this
Notice of Acceptance. For locations where the pressure requirements,as determined by applicable Building
Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the
values listed in section 4 herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Test Product
Applicant Dimensions Specifications Description
Santafe `S' Clay Roof L= 18" TAS 112 One piece high profile clay roof tile equipped with
Tile W= 11.1" two nail holes. For nail-on,mortar set and adhesive
set applications.
Trim Pieces 1=varies TAS 112 Accessory trim,clay roof pieces for use at hips,
w=varies rakes,ridges and valley terminations. Manufactured
varying thickness for each tile profile.
2.1 MANUFACTURING LOCATION
1. Bogota,Colombia
2.2 SUBMITTED EVIDENCE
Test Agency Test Identifier Test Name/Report Date
The Center for Applied Engineering,Inc. 94-156-8 TAS 101 Aug. 1994
94-156-9 TAS 102
The Center for Applied Engineering,Inc. 25-7205-1 TAS 101 March 1995
The Center for Applied Engineering,Inc. Project: 07-07-00-91 TAS 100 Sept. 1994
(307023)
Redland Technologies 7161-03 TAS 108 Dec. 1991
Appendix II (Nail-On)
Redland Technologies 7161-03 Static Uplift Testing Dec. 1991
.. ... . . . . . ..
••; Appendix III TAS 102 &TAS 102(A)
Redland Technologies •..• ...• ..• .• '•' ..
e' P0402 Withdrawal Resistance Sept. 1993
. .
Testing of Screw vs smooth
•o • shank nails
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Mwr�i•[u�ecou ENOA No.: 12-0210.01
� •• ••• Expiration Date: 02/01/16
• Approval Date: 05/31/12
• Page 2 of 5
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see . •• ••
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2.2 SUBMITTED EVIDENCE
Test Agency Test Identifier Test Name/Report Date
Redland Technologies P 0647-01 TAS 108 Aug. 1994
(Mortar Set)
Redland Technologies P 0631-01 PA 108 July. 1994
(Mortar Set)
Celotex Corporation Testing Services 520305-01 thru 05 PA 102 June 1999
IBA Consultants, Inc. 2353-4 Restoring Moment Aug. 1999
PRI Asphalt Technologies,Inc. SFTC-003-02-01 TAS 101 12/06/02
IBA Consultants,Inc. 2353-70 TAS 101 09/22/03
IBA Consultants,Inc. 2353-71 TAS 101 09/22/03
IBA Consultants,Inc. 2353-93 ASTM C 1167 07/18/05
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 underlayment 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
applicable building code.
3.7 May be installed on slopes 7:12 and greater.
4. INSTALLATION
4.1 Santafe 'S' 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)
Santafe'S' 00 6.7 1.5 0.958
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so Soo so 0 0 0 00
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NOA No.: 12-0210.01
MIAMI•DADECOUNTY Expiration Date: 02/01/16
Approval Date: 05/31/12
:.•.: Page of
... . . . ... . .
Table 2: Aerodynamic Multiplyers—X(ft)
Tile % (ft) ), (ft)
Profile Batten Application Direct Deck
Santafe'S' 0.274 0.297
Table 3: Restoring Moments due to Gravity - Mg (ft-lbf)
Tile 2"•12" 3"•12" 4"•12" 5"•12" 6"•12" 7"•12" or
Profile greater
Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct
Deck Deck Deck Deck Deck Deck
Santafe'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 5.29 5.03 5.00
Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-lbf)
for Nail-On Systems
Tile Profile Fastener Type Direct Deck Battens
Santafe'S' 2-10d Ring Shank Nails 21.8 N/A
One#8 Screw 29.16 ' N/A
Two#8 Screws 38.28 N/A
One#8 Screw w/Clip 57.31"z N/A
Two#8 Screws w/Clip 57.60 61.77
1. Approved screws as noted'Product manufactured by others'.
2. When using one screw it must be installed in the inside hole located nearest to the hump of the tile.
Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf)
for Two Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Santafe'S' Tile Bond 38.9
Polyfoam Polypro,AH 160TM 28.5
2 See manufactures component approval for installation requirements.
3 Flexible Product, Inc.Average weight per patty 10.4 grams.
4 Polyfoam Product, Inc.Average weight per patty 9.4 grams.
Table 5A: Attachment Resistance Expressed as a Moment - Mf(ft-lbf)
for Single Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Santafe'S' Polyfoam Polypro AH 160Tm 63.8
Polyfoarn Polypro,AH 160TM 61.9
5 Paddy placement of 63 grams of Polypro AH 160Tm.
6 Paddy placement of 24 grams of Polypro AH 160TM
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Table'6,: AMWIghdnt Resistance Expressed as a Moment - Mf(ft-lbf)
••� ••: ••lo;41c taro Adhesive Set Systems
Tile Tile Attachment
Profile . . •:' •� •�• A• lication Resistance
Santafe'S' •• rtar Set 23.6
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NOA No.: 12-0210.01
MIAMI- N TY Expiration Date: 02/01/16
,...o 1 •.• . . . . ...
• • • • • Approval Date: 05/31/12
:.•.: : ; ••; Page4of5
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5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below,
or following statement: "Miami-Dade County Product Control Approved".
SANTA FE TM MADE IN COLOMBIA
LABEL FOR SANTA FE SPANISH"S"CLAY ROOF TILE
G. 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.
PROFILE DRAWING
When using one screw
use this hole.
18"
O
I
11.1"
• :?$,j jAFE S'� CLAY ROOF TILE
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END OF THIS ACCEPTANCE
.. • . . 000 . •
UNTY NOA No.: 12-0210.01
MIAMI•DADE CO
••• • •• • Expiration Date: 02/01/16
• ; Approval Date: 05/31/12
�•••� V : �••�; Page5of5
NQ: 1 -9�41 ,5-2406
Miami Shores Village ,
�� 10050 N.E.2nd Avenue NEit
Wbrk,C1aSSf#r iffon Tile
'•'• "'" Miami Shores,FL 33138-0000 �p
permit Status.`APPRq'V
L°eN— g're Phone: (305)795-2204
Expiration: 03/20/2016
dS
Project Address Parcel Number Applicant
431 NE 94 Street 1132060140500
CARLOS FEBLES
Miami Shores, FL 33138- Block: Lot:
Owner Information Address Phone Cell
CARLOS FEBLES 431 NE 94 Street
MIAMI SHORES FL 33138-2845
Contractor(s) Phone Cell Phone Valuation: $ 13,800.00
T&S ROOFING SYSTEMS INC. 305/265-2654 Total Sq Feet: 2300
Type of Work:Re Roof Available Inspections:
Additional Info:RE ROOF TILE COLOR THRU TERROCATTA Inspection Type:
Classification:Residential Up Lift Report
Scanning:4 Tin Cap
Final Roof
Tile In Progress
Renailing Affidavit
Review Roof
Cap Sheet
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
Bond Type-Contractors Bond $500.00 Invoice# RF-9-15-57166
CCF $8.40 09/22/2015 Credit Card $843.40 $0.00
DBPR Fee $4.50
DCA Fee $4.50 Bond#:2847
Education Surcharge $2.80
Permit Fee-New Roof $300.00
Scanning Fee $12.00
Technology Fee $11.20
Total: $843.40
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume resp sibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for EL-EGTRICAL LUMB G, ECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFF'
DA IT: 1 c rtify hat all th foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and z ning. F he ore,I aut the above-named contractor to do the work stated.
I September 22, 2015
Au ho ize aturOwner / plica t / Contractor / Agent Date
Building Depa ment y
September 22,2015 1