RF-16-2191 s�
INSPEC7iON SERVICE
0A� q
ENGINEERING � � ✓ �� /
4225 SW 71 iami. FI 33155
Tel:786-398-9179 Ave,Pax:786-800-2627
al roofinspection(aa)gmail.com e
LAB CERTIFICATION #14-1215.04 /
SITE SPECIFIC INFORMATION
UPLIFT TEST-TAS #106
Roofing Contractor ESTRADA ROOFING Permit# RF 8162191
Job Address 1290 NE 103 ST,MIAMI SHORES
Owner's Name COLLEN HUFF
Type of Tile ENTEGRA Date Installed
Approximate Roof Height 12' feet Roof Pitch 3/12 Type of Access to Roof LADDER
Approximate Square Footage of Roof 42 ftz Required Testing Force 35 Lbs
Date Tested 09/08/2016 Number of Tests 96 Testing Equipment F.G.E.100
Contact Name ROBERT Phone# 305-43111-2603
LOCATION #OF TEST PASS #OF TEST FAIL
Corner 12 Tests 12 Pass Test Fail
Perimeter 24 Tests 24 Pass Test Fail
Field 40 Tests 40 Pass Test Fail
Ridge 20 Tests 20 Pass Test Fail
TOTAL 96 Tests 96 Pass Test Fail
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPUFTQUAUTY CONTROL TEST.THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE
REQUIREMENTS OF DADE COUNTRY,WITH NO DEVIATIONS.THIS REPORT IS NOTGUARANTEED IN CASE OF CASE OF NATURAL DISASTERS THIS REPORT IT IS NOT VALID FOR INSURANCE CLAIMS.
i .
°P ANIT LEYVA•' ,
P:E�.#674,16
A-1 Engineering Inspection Services, Inc
4225 SW 71 Ave Miami, FL 33155
Tel: 305-662-3710 Fax: 786-800-2627
alroofins ection a,gmail.com
LAB CERTIFICATION# 14-1215.04
09/08/2016
PERMIT. #RF 8162191
1290 NE 103 ST,MIAMI SHORES
T T T T T ,T� T
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T T T
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T T T 7 T
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7
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AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY
WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT
SINGLE FAMILY RESIDENTIAL STRUCTURES
PURSUANT TO SECTION 553.844 F.S.
07/14/2016
To: City of Miami Shores
10050 N.E. 2nd AVE
Miami Shores FL 33138
Re: Owner's Name COLLEEN HUFF
Property Address 1290 NE 103 ST
Roofing Permit Number
Dear Building Official:
I Daniel Gonzalez-Lauzan certify that the roof decking attachment and fasteners have been
strengthened and corrected and a secondary water barrier has been provided as required by the "Manual
of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Structures" adopted by the
Florida Buildin ission by Rule 9B-3.047 F.A.C.
7
Qualifying gent
Signature of Qualifying A ent
Daniel Gonzalez Lauzan
Print Name
STATE OF FLORIDA COUNTY OF MIAMI-DADE
Sworn to ansuscribed before me this �y_l
day of
10'" 20� ,
(SEAL) ANAILYN ESTRADA
NOTARY PUBLIC i+
STATE OF FLORIDA
Comm#FF079161
• moires 1/10/201
Personally known
or Produced Identification
C:0om ab and%,Mrp4ta1\My D=e nts%Wistio GrVho_zWw&g AfGaawt r,...iplr v 26 07Fi1Wbk.dw
S Miami Shores Village `
10050 N.E.2nd Avenue NEtl �t
Miami Shores,FL 33138-0000 s.:�M 1 41
yvg Phone: (305)795-2204 y �I r�t7f11 Apl� l�i ,
Expiration: 01/312017
P
Project Address Parcel Number Applicant
1290 NE 103 Street 1132050250110
STUART AND COLLEEN FIX-HU
Miami Shores, FL dock: Lot:
Owner Information Address Phone Cell
STUART AND COLLEEN FIX-HUFF 1290 NE 103 ST (305)754-6476
MIAMI SHORES FL 33138-2654
Contractor(s) Phone Cell Phone Valuation: $ 38,000.00
ESTRADA ROOFING (786)385-3137
_ m _ . , _ . . _ Total Sq Feet: 4023
Type of Work:Re Roof Available Inspections:
Additional Info:RE ROOF SLOPE ROOF WITH TILE&FLAT Inspection Type:
Classification:Residential
Scanning:3 Up Lift Report
Tin Cap
Final Roof
Tile In Progress
Roof 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
CCF Invoice# RF-8-16-60864
$22.80 08/04/2016 Check*5683 $930.30 $0.00
DBPR Fee $5.25
DCA Fee $5.25 Bond*3184
Education Surcharge $7.60
Permit Fee-New Roof $350.00
Scanning Fee $9.00
Technology Fee $30.40
Total: $930.30
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. i
OWNERS 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. Futhermore.I authorize the above-named contractord he or ted.
August 04, 2016
Authorized Signature:Owner / Applicant / Contractor / Agtnt V k Date
Building Department Copy
August 04, 2016 1
�lVr107
Miami Shores Village g Au 0 4 2016
Building Department BY:
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 N
BUILDING Master Permit No. 2 1
PERMIT APPLICATION Sub Permit No.
❑BUILDING F-1 ELECTRIC K ROOFING E] REVISION EXTENSION RENEWAL
❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOBADDRESS: 1290 NE 103 ST
City: Miami Shores County: Miami Dade Zip: 33138 _
Folio/Parcel#: 11-3205-025-0110 Is the Building Historically Designated:Yes NO X
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): COLLEEN HUFF Phone#:305-754-6476
Address:1290 NE 103 ST
City: MIAMI SHORES State: FL Zip: 33138
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: ESTRADA ROOFING Phone#: (786)385-3137
Address: 1738 SW 57 AVE
City: MIAMI State: FL Zip: 33155
Qualifier Name: DANIEL GONZALEZ-LAUZAN Phone#: 305-668-8800
State Certification or Registration#: CCC1328913 Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ 38�®�® Square/Linear Footage of Work: Z
Type of Work: ❑ Addition ElAlteration ❑ New Q Repair/Replace El Demolition
Description of Work: A- PII-71
t l t,T-4f h"
T/16-_: Al-IV644
Specify color of color thru tile: AIt ye3 T &�
.z
Submittal Fee$ 07 Permit Fee$ CCF$ ® CQ/CC$
Scanning Fee - 00 Radon Fee$ L-=>- DBPR$ Notary$
Technology Fee$ _90• Training/Education Fee$ 7t `rZd Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014) S yyj '30
Bonding Company's Name(if applicable)
Bonding Company's Address
city State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signatur Signature
OWNER orAGNU CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of 20 ILD by day of 20 IV by
wh n to Yll P� G61r)M - i A l�.who' onally know o
me or who has produced 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: A04
P t Print:
-ANAt.
ESTRADA NOTARY PUBLIC
Seal: NOTARY PUBLIC Seal: STATE OF FLORIDA
STATE OF FLORI A . Comm#FF079161
Comm#FF079161 Expires 1/10/2016
q1
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
OWNER'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-
BUILT SINGLE FAmELY RESIDENTIAL STRUCTURES
PURSUANT TO SECTION 553.844 F.S.
07/14/2016
To: City of Miami Shores
10050 N.E.2nd AVE
Miami Shores FL 33138
Re: Owner's Name COLLEEN HUFF
Property Address 1290 NE 103 ST
Roofing Permit Number
Dear Building Official:
I COLLEEN HUFF certify that I am not required to retrofit the roof to wall
connections of my building because:
✓❑ The just valuation for the structure for purposes of ad valorem taxation in less than$300,000.00.
❑ The building was constructed in compliance with the provisions of the Florida Building Code
(FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994
SFBC).
Aig'na'f 6reof Property Owner
- e()(1eeo Nu-�(
Print Name
STATE OF FLORIDA COUNTY OF MIAMI-DADS
Sworn to and subscribed before me this
day of LA,420
(SEAL) ANAILYN ESTRADA
NOTARY PUBLIC
-+STATE OF FLORIDA
Comm#FF079161
ersonally own Expires 1/10/2018
or Produced Identification
When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than
$300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC,
and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided.
Qwa somopt toINMy no—=uesforisfto,anqn,}umosng Af iao„c Comp-9 26 oyeimwo.aa
' ROOF ASSEMBLIES SSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition(2014)
• •
High-Velocity Hurricane Zone Uniform Permit Application ForAme* :000000 0000
„ :•
Section A(General Information) *goo •
l �- 2, 000000
Master Permit No. Process No. 0000
...�.
Contractors Name ESTRADA ROOFING •' •••• ••..�.
Job Address 1290 NE 103 ST % ••••t•
ge" 1.
....t.
ROOF CATEGORY '00:0
•. : 1
Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tiles 1
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1
❑ Prescriptive BUR-RAS 150 1
ROOF TYPE 1
❑ New roof ❑ Repair ❑ Maintenance Reroofing ❑ Recovering 1
ROOF SYSTEM INFORMATION 1
Low Slope Roof Area(SF) 645 Steep Sloped Roof AREA(SSF)3,378 Total(SF)4,023 1
1
1
Section B(Roof Plan) 1
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen-
sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1
1
RE
1
1
- _ 43 At 0 2016 �
22
ICY:
Ic
I T 1
15 Low Slope
7 F 1
54 1
43 E— W 1
1
� 21 � 1
j � r
25 1
21 1
■
z.
FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.37
11 1 Copyright to or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Daniel Gonzalez-Lauzan on Aug 27,7015 11:08:14 AM pursuant to License Agreement No further
reproductions authorized.
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition(2014)
1 High-Velocity Hurricane Zone Uniform Permit Application Form. *000
•
*00
000*0
1 . . •
Section C(Low Slope Application) Top Ply Fastene/�din Ma eri I: ••••.•
1 t�STV Mae 1:
T1��1 �....:
Fill in specific roof assembly components and identify •••r
1 manufacturer Surfacing: N/A 000000
•;••
1 (If a component is not used,identify as"NA") Fastener Spacing for Anchor/Base Stse �ttachm 1""•
1 pii. 1••..•
System Manufacturer: GAF Materials Corp. *00:73 0•
1 Field: 9 "oc @Lap,#Rows 2.@ "oc 1 •
• • 0•.•••
14-1030.02 Perimeter. 6 " @Lap,#Row3 (d 6 "'oc •• •
1 Product Approval No.: ... J •
1 Design Wind Pressures,From RAS 128 or Calculations: Comer. 4 "oc @ Lap,#Rows 6 @ 4 "od• • 1
1Number of Fasteners Per Insulation Board: 1
1 P1: -42.8 P2: -71.7 P3: -108 1
1 Max.Design Pressure,from the specficroduct Field Perimeter Comer 1
1 approval system: -52.9 Illustrate Components Noted and Details as Applicable: 1
1 Woodblocking,Gutter, Edge Termination,Stripping, Flashing, 1
1 Deck: Continuous Cleat,Cant Strip,Base Flashing,Counterflashing, 1
1 Type: CDX Plywood Coping,Etc. 1
5/8" Indicate: Mean Roof Height, Parapet Height, Height of Base 1
1 Gauge/Thickness: Flashing, Component Material, Material Thickness, Fastener
1 n Type, Fastener Spacing or Submit Manufacturers Details that 1
1 Slope: 1/2 Comply with RAS 111 and Chapter 16. 1
1
Anchor/Base Sheet 8t No.of Ply(s): 1 Ply of 75# Base 1
1 1 1
1
Anchor/Base Sheet Fastener/Bonding Material: 1
1 12GA x 1 1/4" RS Nails & 15/8" Tin Caps Capsheet N/A 1
Ruberoid 20 FT. _
Insulation Base Layer. Polyiso Insulation Stratavent
1 Base Insulation Size and Thickness: 2nx4'x4' 2"Iso Parapet 1 1
1 75#Base Height I 1
Base Insulation Fastener/Bondin Material:
1 ASTM Asphalt Type IV 1
1 10, 1
-------- --
1 Top Insulation Layer: — - — 1
Top Insulation Size and Thickness: N/A CDX Plywood Mean 1
Roof 1
1 Top Insulation FastenerBgnc(ing Material: 2X4 PT Continuous Blocking secured Height
1 1V//AA 24"o.c.w/10d Deck Screws — 1
Base Sheet(s)&No.of Ply(s): Stratavent Perforated ;
1 Base Sheet Fastener/Bonding Eave Drip nailed w/1 Y4"RS
Material: nails @ 4"O.C. 1
1 Loose laid over Insulation 1
1
1 Ply Sheet1 Ply of Ruberoid 20
Sheet(s)&No.of Ply(s): 1
1 Ply Sheet Fastener/Bonding Material: 1
1 ASTM Asphalt Type IV 1
1 Top Ply: Fiberglass Capsheet 1
1
1
15.38 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) '
Copydght to,or licensed br,ICC(ALL RIGHTS RESERVED):accessed br Daniel GOMIM-1-11=on Aug x7.2015 11- 14 AM pursuant to License Agreement No further
reproanuions authorized.
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition(2014)
High-Velocity Hurricane Zone Uniform Permit Application Form • 4, 1
. 1.9..99
o 0
Section D(Steep Sloped Roof System) ••9 0•. 9•• `•••.•
00. .00 •
Roof System Manufacturer:--ENTEGRA ROOF TILE, LLC ." .0000" 1 66
.000 1000.
Notice of Acceptance Number. 16-0112.08 .....9
Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): " '• 000: t9 9..•
P1: 39.1 P1: 68.1 P1: 100.7 6600 .'
• • :909:0 j.00:0
2 PATTY ADHESIVE SYSTEM 8 GRAMS PER PAT . ,1
Deck Type: 5/8" PLYWOOD 7:1
1
- 1
Roof Slope: y 30# ASTM D226 FELT 1
__ \, Type Underla menta 1
insulation: N/A
Fire Barrier: NIA 1
Ridge Ventilation? Fastener Type&Spacing: F.25 RS Nails 6" laps 12" field 1
N/A
Adhesive Type: E::SEILJF:) DHERED::- 1
Type Cap Sheet: F BORAL=INDERLAYMENT 1
Mean Roof Height: 13' \ Roof Covering: ESTATE "S�IL 1
Type&Size Drip 366x3"26ga. gale] 1
Edge: 1
i 1
i 1
FLORIDA BUILDING CODE—BUILDING,Sth EDITION(2014) 15,38
11111111
' 1 Kill]
' 1 Copyright to,or kamed by,ICC(ALL RIGHTS RESERWED);accessed by Daniel Gonral¢-1—n on Aug 27,m1s 11;0&-14 AM pMM"to I.CMW Agreement-No fbrt l
reproductions authorized.
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition(2014)
1 ••.•
r •1
•.Y..•
High-Velocity Hurricane Zone Uniform Permit Application Form. •..' .. •
•••••• •• • •
•
1
Section E(Tile Calculations) •••• ...•Y•
1 For Moment based tile systems,choose either Method 1 or 2.Compare the values for Mr with the values ?1Ai. If ttf�pA•Y�lues `• •
are greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is�pUVIe.
1 • •••• •••••
•••• ••••••
1 Method 1 "Moment Based Tile Calculations Per RAS 127" 000000
1 (P1:39.1 x X.289= 11.30-Mg:6.74=Mr, 4.56 Product Approval K 26.: • •
P2:68.1 xX .289-19.68 M 6.74=M 12.94 Product A roval M 26,d . •••••• ""
1
(P310.0WX .289=29.1 m-Mg:6.74=M,22.36 Product Approval Mf 26.1•• 089:00 ;••••
Method 2"Simplified Tile Calculations Per Table Below"
1 Required Moment of Resistance(Mr)From Table Below Product Approval Mt
1 Mr required Moment Resistance*
1 Mean Roof Height
1 Roof Slope 15' 20' 25' 30' 40'
1 2:12 34.4 36.5 38.2 39.7 42.2
1 3:12 32.2 34,4 36.0 37.4 39.8
1 4:12 30.4 32.2 33.8 35.1 37.3
1 5:12 28.4 30.1 31.6 32.8 34.9
1 6:12 26.4 28.0 29.4 30.5 32.4
1 7:12 24.4 25.9 27.1 28.2 30.0
1 *Must be used in conjunction with a list of moment based file systems endorsed by the Broward County Board of Rules and
1 Appeals.
1 For Uplift based file systems use Method 3.Compared the values for F'with the values for Fr. If the F values are greater than or
1 equal to the Fr values,for each area of the roof,then the file attachment method is acceptable.
1 Method 3"Uplift Based Tile Calculations Per RAS 127"
1 (P1: x L = x w:=_)-W: x Cos A =Fr, Product Approval F
1 (P2: x L = x w:= -W: x cos 8 =F, Product Approval F
1 (P3: x L = x w:= -W: x cos 8 =F,3 Product Approval F
1
1 Where to Obtain Information
1 Description Symbol Where to find
1 Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre-
pared by PE based on ASCE 7
1 Mean Roof Height H Job Site
1 Roof Slope 8 Job Site
1 Aerodynamic Multiplier Product Approval
1 Restoring Moment due to Gravity Mg Product Approval
1 Attachment Resistance K Product Approval
1 Required Moment Resistance Mg Calculated
1 Minimum Attachment Resistance F' Product Approval
1 Required Uplift Resistance Fr Calculated
1 Average Tile Weight W Product Approval i
1 Tile Dimensions L =length W=width Product Approval
1 All calculations must be submitted to the building official at the time of permit application.
1
15A0 FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014)
1101111910111
' ' ' Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Danid Gonzalez-Lauzan on Aug zz,2.015 t)'.W.14 AM pursuant to License Agreement.No further
,",dci..authorized.
TGFU.R1306-Roofing Systems Page 2 of 48
The use of gypsum board under any of the following Class A,B or C systems does not adversely effect the rating.The use of 1h-in.minimum
gypsum board is an acceptable alternate for insulation over C-15/32 decks.
The use of polystyrene insulation board between minimum 3/4-in.thick perlite board and deck with rosin paper(perlite/rosin
paper/polystyrene/perlite)is a suitable alternate for polylsocyanurate board in the following Class A,B or C systems. •••s
• • ogoe
• •
"EnergyGuard RA"or'Tapered EnergyGuard RA"or"EnergyGuard Composite RA"may be substituted for any Atlas polgl3ocyilnurate Insulation in •
any of the following Classifications. 096066 s be s•• ••
Trumbull"Perms Mop"may be utilized with any of the following"Asphalt Felt Systems with Hot Roofing Asphalt". •s•• **see*
• s •ss• • •
"GAFGLAS#80 Premium Base Sheet"may be used In any of the following systems. 00 00
•••• •••••
••
"GAFGLAS Flex Ply 6"and'Tri-Ply Ultra-Flexible Ply 6"are suitable alternates to"GAFGLAS Ply 6". •• •ss• 800000
"GAFTEMP Permalite Recover Board"may be used in lieu of any perlite insulation In any of the following NC Classi ications. • • • ••••i•
Unless otherwise Indicated,any of the"Asphalt Felt Systems with Hot Roofing Asphalt"may be surfaced with"FireshiNIB M;at 21/2 to 4-gsl/100- ••••
R2 • • •
"Ruberold Dual Smooth"may be used as an alternate to"Ruberold Mop Smooth"or"Ruberold 20"
Class A,B and C
Hot roofing asphalt,for use with organic and glass felts or modified bitumen membranes.
"Ruberold Heat Weld"SBS roofing membrane may be used in lieu of"Ruberoid Mop"SBS products in any applicable Classification.
Class A
1.Deck:C-15/32 Incline:3
Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or
perlite/polylsocyanurate composite or perlite/urethane composite or wood fiber/polylsocyanurate composite or phenolic,any thickness.
Ply Sheet:—Three or more plies Type G1 or"GAFGLAS Ply 4"or'Tri-Ply Ply 4"or"GAFGLAS Ply 6"hot mopped.
Surfacing:—Gravel.
2.Deck:C-15/32 Incline:2
Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or
perlite/polylsocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickness.
Ply Sheet:—Three or more plies Type G1 or"GAFGLAS Ply 4"or'Tri-Ply Ply 4"or"GAFGLAS Ply 6".
Cap Sheet:—One ply Type G3"GAFGLAS Mineral Surfaced Cap Sheet"or"Tri-Ply Mineral Surfaced Cap Sheet'.
3.Deck:NC Incline:2
Insulation(Optional):—One or more layers perlite,wood fiber,glass fiber,polylsocyanurate,urethane,perlite/polylsocyanurate
composite,perlite/urethane composite,wood fiber/polylsocyanurate composite,phenolic,2-in.maximum.
Ply Sheet—Two or more plies Type GI"GAFGLAS Ply 4"or"Tri-Ply Ply 4","GAFGLAS Ply 6".
Cap Sheet:—One ply Type G3"GAFGLAS Mineral Surfaced Cap Sheet"or"Tri-Ply Mineral Surfaced Cap Sheet".
4.Deck:C-15/32 Incline: 1
Slip Sheet(Optional):—Red rosin paper,nailed to deck.
Base Sheet:—One ply Type G2"GAFGLAS#75 Base Sheet"or"Tri-Ply#75 Base Sheet"(may be nailed).
Ply Sheet:—One or more plies Type G1"GAFGLAS Ply 4"or"Tri-Ply Ply 4"or GAFGLAS Ply 6".
Cap Sheet:—One ply Type G3"GAFGLAS Mineral Surfaced Cap Sheet"or"Tri-Ply Mineral Surfaced Cap Sheet".
S.Deck:NC Incline:3
Base Sheet:—One ply Type G2"GAFGLAS#75 Base Sheet"or"Tri-Ply#75 Base Sheet".
Ply Sheet:—One or more plies Type GI"GAFGLAS Ply 4"or"Tri-Ply Ply 4"or"GAFGLAS Ply 6".
Cap Sheet:—One ply Type G3"GAFGLAS Mineral Surfaced Cap Sheet"or'Tri-Ply Mineral Surfaced Cap Sheet".
6.Deck:C-15/32 Incline:2
Insulation:—One or more layers perlite,glass fiber,polylsocyanurate,urethane,perlite/polyisocyanuratelcomposite,perlite/urethane
http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TG... 3/8/2010
"Delivering Excellence Every Day"
NUAMI-DADE COUNTY
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to
explain to the owner the content of this form. The owner's initials in the designated space indicates that the item
has been explained.
1.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics(appearance) are not a consideration with respect to workmanship provisions.
Aesthetic issues such as color or architectural appearance,that are not part of a zoning code, should be addressed
as part of the agreement between the owner and the contractor.
L 2.Renailing wood decks: When replacing roofing,the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida
Building Code. (The roof deck is usually concealed prior to removing the existing roof system).
3. Common roofs: Common roofs are those which have no visible delineation between neighboring
units(i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or
owner should notify the occupants of adjacent units of roofing work to be performed.
4.Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
penetrations of the underside of the decking may not be acceptable. The owner provides the optib U
maintaining this appearance.
. . .
•
. .
...... .. . ......
C 5.Ponding water: The current roof system and/or deck of the building may not drain well and nza� .
.. ...
cause water to pond(accumulate) in low-lying areas of the roof. Ponding can be an iiTdim4ion of MUctural
distress and may require the review of a professional structural engineer. Ponding m4,y Kzolrten d4 i�p *0 0 0-
expectancy and performance of the new roofing system. Ponding conditions may not bo evidentnintil the arigigml
roofing system is removed. Ponding conditions should be corrected. "".". . . '•
. . ......
.. . . .
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the ioq �s not 0••••
overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block thisodisscharge if
overflow scuppers(wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance
with the requirements of. Chapter 15 and 16 herein and the Florida Building Code,Plumbing.
7.Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly(the building itself). The existing amount of attic ventilation shall not be
reduced.
Owner's/Agent's Signature: Date:
Contractor's Signature: Permit Numper: 7-J
Property Address: 1290 NE 103 ST
MIAM4DiADE MIAMI RADE 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,Wamidade.Roy/eeono=
_GAF
1 Campus Drive
Parsippany,NJ 07054
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: GAF Ruberoid®Modified Bitumen Roof System for Wood Decks.
LABELING:Each unit shall bear a permanent label with the manufacturer's name o>;logo.city,stir, ......
and following statement: "Miami-Dade County Product Control Approved",unless otAssAA noted.. .•
herein. •••••• •• ••••••
RENEWAL of this NOA shall be considered after a renewal application has been filcj Wthere his•, ;••••
been no change in the applicable building code negatively affecting the performance o`f"ftoduct....' .....
%Mion .... .....
TERMINATION of this NOA will occur after the expiration date or if there has beefi a�e�uiAsion or .
change in the materials,use,and/or manufacture of the product or process.Misuse of N4tj X(QA as an 0
endorsement of any product,for sales,advertising or any other purposes shall automatically Vrmingte **Goo*
this NOA.Failure to comply with any section of this NOA shall be cause for terminatipn and remoWdf'
NOA. . . . ......
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and•
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 14-0611.01 and consists of pages I through 30.
The submitted documentation was reviewed by Jorge L.Acebo.
NOA No.:141030.02
ruJAWDADe� Expiration Date: 11/06/18
• Approval Date: 11/05/15
Page 1 of 30
APPROVED ASSEMBLIES
Membrane Type: SBS
Deck Type 1I: Wood,Insulated
Deck Description: 19/32"or greater plywood or wood plank
System Type A(1): Anchor sheet mechanically fastened,all layers of insulation adhered with
approved asphalt.
All General and System Limitations shall apply.
Fire Barrier: FireOut7 Fire Barrier Coating,VersaShield®Fire-Resistant Roof Deck Protection
(optional) or Securock®Gypsum-Fiber Roof Board.
Anchor sheet: GAFGLAS®#80 Ultim 'Base Sheet,GAFGLAS®Strataventl'Eliminator
Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS beat Weld'°Smooth
or Ruberoid®SBS Heat-Weld'"25 base sheet mechanically fastened to deck as
described below.
Fastening GAFGLAS®Ply 4,GAFGLAS®F1exPly�'6,GAFGLAS®#75 Base Sheet or any
Options: of above anchor 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®FlexPly 6,GAFGLAS®#75 Base Sheet or any
of above anchor sheets attached to deck with Drill-Tec#12 Fastener,Drill-Tec'
414 Fastener or Drill-Tec'"'XHD Fastener and Drill-Tec'3"Steel Plate,Drill-
Tee'AccuTrac®Flat Plate or Drill-Tec'AccuTrac®Recessed Plate installed 12"
o.c.in 3 rows. One row is in the 2"side lap. The other rows ales equally spacS4•.• •• •••
approximately 12"o.c.in the field of the sheet. •
(Maximum Desien Pressure—45 psf See General Limitation# ... '..' ....:.
GAFGLAS®FlexPly'6,GAFGLAS®#75 Base Sheet or any of:b°'e ancho� ;••••
sheets attached to deck with approved annular ring shank nails aq4 tipVaps at.„. .
fastener spacing of 9"o.c.at the 4"lap staggered and in two rots 9:41,c.in the... ..:..'
field. 000000 '
(Maximum Design Pressure 52.5 psf.See General Limitatio*#F)•• •
GAFGLAS®#80 Ultima Base Sheet,Ruberoid®20,Ruberoid;Mop Smooto'i AC• .
sheet attached to deck with approved annular ring shank nails a$d 91 flaps at a....
fastener spacing of 9"o.c.at the 4"lap staggered and in two rows 9"o.c. in the••
field.
(Maximum Design Pressure—60 psf.See General Limitation#7)
GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with
Drill-Tec '#12 Fastener,Drill-Tec'"#14 Fastener or Drill-Tee XHD Fastener
and Drill-Tec' 3"Steel Plate,Drill-Tec""AccuTrac®Flat Plate or Drill-Tec''
AccuTrac®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.i the field of the
sheet.
(Maximum Design Pressure—60 psf.See General Limitation 7)
NOA No.:14-1030.02
aparaanauecounirr Expiration Date: 11/06/18
• Approval Date: 11/05/15
Page 8 of 30
Fastening Any of above anchor sheets attached to deck approved annular ring shank nails
Options: and 3"inverted Drill-Tec'"insulation plates at a fastener spacing of 9"o.c.at the
(Continued) 4"lap staggered in two rows 9"in the field.
(Maximum Design Pressure—60 psf.See General Limitation#7)
GAFGLAS'#75 Base Sheet or any of above anchor sheets attached to deck with
Drill-Tec"'#12 Fastener,Drill-Tec"°#14 Fastener or Drill-Tee XHD Fastener
and Drill-Tec"'3"Steel Plate,Drill-Tee AccuTrac'Flat Plate or Drill-Tec"'
AccuTrac'Recessed Plate installed 8"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—75 psf..See General Limitation#9
One or more layers of any of the following insulations.
Insulation Layer Insulation Fasteners Fastener
EnergyGuard'Polyiso Insulation,EnergyGuard"Polyiso RA Insulation,
EnergyGuard"Polyiso RN Insulation,EnergyGuard"RA Composite Polyiso Insulation
Minimum 1"thick N/A N/A
Structodek'High Density Fiber Board,EnergyGuara 'Perlite Recover Board
Minimum%"thick N/A N/A
EnergyGuard'Perlite Roof Insulation
Minimum 3/411 thick N/A N/A
Note: All insulation shall be adhered to the anchor sheet in fall mopping of approved hot asphalt
within the EVT range and at a rate of 2040 lbsJ100 fe. Please refer to Roofing.Application
Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used
only as base layers with a second layer of approved top layer insulation installed as the final •--••
membrane substrate. Composite insulation panels may be used as a top layer pl4ced.*jth the•••0 •••0*0
polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS'StrMvellto . '•
Eliminator Perforated Venting Base Sheet laid dry or a layer of EnergyGuard'°'Perl'ife Roof* ' *00000
..000
Insulation or wood fiber overlay board on all polyisocyanurate applications. 0 ••...-
•••• •••• •
• • • ••
of
Base Sheet: (Optional)Install one ply of GAFGLAS®#75 Base Sheet,GAF ®#80 •...
�,;��•
Ultima'°°Base Sheet,GAFGLAS'Ply 4,GAFGLAS FlexPly'"(SAXLAS.®;. 0 0 0 0..
Strataven Eliminator Perforated Venting Base Sheet(laid dryvberoid'Mop .'
moo u of u eros ea- e moo or roid®SBS 00000-
Heat-Weld'25 directly over the top layer of insulation. Adhere with any •
06006
approved mopping asphalt applied within the EVT range and at a'►`ate bf 20-40':•0 '
1bsJsq. (See General Limitation#4).
Ply Sheet: (Optional)One or more plies GAFGLAS'Ply 4,GAFGLAS'F1exPly'6,
GAFGLAS'#80 Ultima Base Sheet,Ruberoid'Mop Smooth,Ruberoid®20
adhered in a full mopping of approved asphalt applied within the EVT range and
at a rate of 20-40 lbsJsq.
Membrane: One or more plies of Ruberoid'20, uberoid'30,Ruberoid'EnergyCap"30 FR
Membrane,Xuberoi uberoid'Mop Smooth,Ruberoid'Mop 170
FR,Ruberoid'Mop Granule,RoofK4atch'SBS Modified Granular,Ruberoid'
Mop Plus,Ruberoid'Mop FR or Ruberoid'Dual FR fully adhered in an approved
asphalt at an application rate of 25 lb./sq.f 15%.
NOA No.:14-1030.02
MIAMI DADS CO11N7Y
Expiration Date: 11/06/18
"
JAPPROVED! Approval Date: 11/05/15
Page 9 of 30
Surfacing: Optional on granular surfaced membranes; required for smooth membranes.
Chosen components must be applied according to manufacturer's application
instructions. All coatings must be listed within a current NOA.
1. Gravel or slag applied at 400 lbs./sq.and 300 lbs./sq.respectively in a flood coat
2. GAFGLAS®Mineral Surfaced Cap Sheet,Tri-Ply®Mineral Surfaced Cap Sheet
or GAFGLAS®EnergyCar BUR.Mineral Surfaced Cap Sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 2040
lbs./sq.
3. Topcoat®Membrane,Topcoa&MB Plus(to be used as a primer with Topcoa
Membrane)or Topcoat®Surface Seal SB applied at 1 to 1.5 gal./sq.
Maidmum Design
Pressure: See Fastening Options
. . .... ......
•..• •...
.... .... .....
...... .... .....
.. .. .... ......
. . . . ......
NOA No.:14-1030.02
rmar�anane cout�rnr Expiration Date: 11/06/18
• Approval Date: 11/05/15
Page 10 of M
WOOD DECK SYSTEM LmTATIONS:
1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®FlexPlyTm 6 when used as a
mechanically fastened base or anchor sheet.
2. Minimum 1/4"DensDeck®Roof Board or 1/2"Type X gypsum board is acceptable to be installed
directly over the wood deck.
GENERAL LEMTATIONS:
1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full hopping 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 psL
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 275 lbf insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required,as determined by the
Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida Registergd•••.
Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fogner spabiiig' •
shall utilize the withdrawal resistance value taken from Testing Application Standatds T116 105 ani• *OGGG•
GO
calculations in compliance with Roofing Application Standard RAS 117. ""'•
.... . ......
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requiretnentt;of these....
areas. Fastener densities shall be increased for both insulation and base sheet as calpuj�ttd in • .••••
compliance with Roofing Application Standard RAS 117.Calculations prepared,4iWwAand sealeil••• ••`•••
by a Florida registered Professional Engineer,Registered Architect,or Registered 104JConsultaa7t• ••";'
(When this limitation is specifically referred within this NOA,General Limit"#?will not• '.
be applicable.) ......
8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termi*tigd'desi •
shall conform to Roofing Application Standard RAS 111 and applicable wind load r84uirementst��- ;
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.
field,perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners).
(When this limitation is specifically referred within this NOA,General Limitation#7 will not
be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 61 G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.:14-1030.02
haaMtin�aoe County Expiration Date: 11/06/18
__]APPROVEDI Approval Date: 11/05/15
Page 30 of 30
NIIANII-DARE COUNTY
MCMI ;
i
PRODUCT CONTROL SECTION
fir 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/economl
Entegra Roof Tile,LLC
1289 NE 91h Ave
Okeechobee,FL.34972
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: Estate"S"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. 4,66990
0 0 0060 0066:6
RENEWAL of this NOA shall be considered after a renewal application has been filed and there Lias beerf$o changein 0;
066:66 000 the applicable building code negatively affecting the performance of this product.
666666
0000..
0000 0
TERMINATION of this NOA will occur after the expiration date or if there has been'a,hilkion orodw4e in the...
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endojWvegt of any Freduct,for•••
sales, advertising or any other purposes shall automatically terminate this NOA. Failure toi Qwliply with tory-section 8f 6
this NOA shall be cause for termination and removal of NOA. 6 6 6 6 6. •
• • • 666666
• 0000..
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, FlVdC&nd followed by tire••••;
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it O00*I'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 NOA No. 14-1120.08 and consists of pages 1 through 6.
The submitted documentation was reviewed by Gaspar J Rodriguez.
NOA No. 16-0112.08
hiu4rta 0'. 6 C , 0 Expiration Date: 08/23/21
Approval Date:02/25/16
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
1. SCOPE
This approves a roofing system using Entegra Estate"S"Concrete Roof Tile, as manufactured by Entegra Roof Tile,
LLC in Okeechobee, FL as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida
Building Code for High Velocity Hurricane Zone. For use in the locations where the pressure requirements,as determined
by applicable Building Code, do not exceed the design pressure values obtain by calculations in compliance with RAS
127 using the values listed in section 4 herein. The attachment calculations shall be prepared as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Dimensions Test Product
Applicant Specifications Description
Entegra Estate`S'Roof Length= 16-1/2" TAS 112 Low profile,interlocking,extruded
Tile Width= 13" Type lb concrete roof tile equipped with two nail
Class III hole and double roll ribs. For direct deck
or battened nail-on,mortar or adhesive
set applications.
Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for
w=varies use at hips,rakes,ridges and valley
varying thickness terminations. Manufactured for each tile
profile.
2.1 MANUFACTURING LOCATION
1. Okeechobee,FL
0006
• . 6666 0000..
0000.. 0000..
0000
0000
• • 0000 66666
0000
6666 0000.
• 0000..
.. .. 0000 0
• •
• 0000..
• 0000..
• • • 0000
.. • 0 0 0
00 0
NOA No.16-0112.08
JAPPROVED L-iHwMtipAoe tout— Expiration Date: 08/23/21
Approval Date:02/25/16
Page 2 of 6
2.2 EVIDENCE SUBMITTED:
Test Aeency Test Identifier Test Name/Renort Date
Redland Technologies 7161-03 PA 102 Dec. 1991
7161-03 PA 102(A) Dec. 1991
7161-03 PA 108 Dec. 1991
P0402 Withdrawal Resistance Testing of Sept. 1993
screw vs.smooth shank nails
P0631-01 PA 108 July 1994
Letter Dated Aug. 1, PA 108 Aug. 1994
1994
Professional Service Industries,Inc. 224-47099 PA 112 Sept. 1994
The Center for Applied 94-060B PA 101 March, 1994
Engineering,Inc. 94-084 PA 101 May 1994
25-7094-1 PA 102 Oct. 1994
25-7094-7 PA 102 Oct. 1994
25-7094-4 PA 102 Oct. 1994
Project No.307025 PA 100 Oct. 1994
Test#MDC-76
25-7183-1 PA 102 Feb. 1995
25-7183-2 PA 102 Feb. 1995
25-7214-2 PA 102 March, 1995
25-7214-6 PA 102 March, 1995
Celotex Corporation Testing Services 528454-2-1 PA 101 Sep. 1998
520109-2 Dec. 1998
Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999
IBA Consultants,Inc. 2381-264 TAS 112 .91408/08
American Test Lab of South Florida RT1210.03-15 TAS 112 a 0 '.13/•1'1/15 ••'•:•
069. . ***so to
..
3. LINIITATIONS: • •
...... ......
...... . .
3.1 Fire classification is not part of this acceptance. .... 9000
••• ......
3.2 For mortar or adhesive set tile applications,a static field uplift test in accordance wkh•FAS 106 MV• '••'
required,refer to applicable building code. 60:66: :"' "•••
3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory tb'pertorm quartelly test in•• •
accordance with TAS 112,appendix`A'. Such testing shall be submitted to the 1V1=11ade Ptodurt ....:.
......
Control Section for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Appli fis;
4. INSTALLATION
4.1 Entegra Estate"S"Concrete Roof Tile and its components shall be installed in strict compliance with Miami
Dade County Roofing Application Standard RAS 118,RAS 119,and RAS 120.
4.2 Data For Attachment Calculations.
Table 1: Average Weight(W)and Dimensions (I x w)
Tile Profile Weight W(lbf) Length-1 (ft) Width-w(ft)
Entegra Estate 'S' Roof Tile 10.0 1.375 1.08
Table 2: Aerodynamic Multipliers-I(ft3)
Tile ;L(ft3) ;L(ft3)
Profile Batten Application Direct DeckApplication
Enteg ra Estate 'S' Roof Tile 0.267 0.289
Table 3: Restoring Moments due to Gravity-M8 (ft4bf)
Tile 3":12" 4":12" 5":12" 6":12" Greater than
Profile 7":12"
Entegra Estate Battens D' Battens Direct Battens Direct Battens Direct Battens Direct
'S' Roof Tile Deck Deck Deck Deck Deck
5.91 6.74 5.82 6.64 5.70 6.50 5.56 6.33 5.40 6.14
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" plywood) (min. 19132" plywood)
Entegra 2-10d Ring Shank Nails 27.8 37.4 28.8
Estate'S' 1-10d Smooth or Screw 8.8 11.8 46@94,1
Roof Tile Shank Nail2 0 0 00000 .•• •
2-10d Smooth or Screw 16.4 21.9 6• 9 •• ,7.1
Shank Nails 6.6.9• •• 000 •6
1 #8 Screw2 25.8 25.8 """ '22.9 ;.. .;
2#8 Screw 47.1 47.1 "99699 0...49.1
1-10d Smooth or Screw 24.3 24.3 6.. .624 2 .6; .•
Shank Nail Field Cli 2 •.6' 6•; •
1-10d Smooth or Screw 19.0 19.0 000000 •22.1
Shank Nail Eave Cli 2 0 6 :00•• ••
2-10d Smooth or Screw 35.5 35.5 0 34.8 .. 6;
Shank Nails Field Clip) a06606 '
2-10d Smooth or Screw 31.9 31.9 32.2
Shank Nails Eave Clip)
2-10d Ring Shank Nails' 43.0 67.5 50.9
1 Installation with a 4"tile headlap and fasteners are located a min. of 2%"from head of tile.
2 When using only one fastener use the hole that is approximately 4-3/4"away from interlocking edge.
NOA No.16-0112.08
MtaMIMADE cOUNTrY Expiration Date: 08/23/21
Approval Date:02/25/16
Page 4 of 6
Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf)
for Two Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment Resistance
Profile
Entegra Estate 'S' Roof Tile Adhesive 26.14
3 See manufactures component approval for installation requirements.
4 Flexible Products Company TileBond Average weight per patty 11.4 grams.
3M'"2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf)
for Single Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Entegra Estate 'S' Roof 3M7" 2-Component Foam Roof Tile Adhesive AH-160 86.615
Tile 3M'"' 2-Component Foam Roof Tile Adhesive AH-160 45.56
5 Large paddy placement of 54 grams of 3M'"2-Component Foam Roof Tile Adhesive AH-160
6 Medium paddy placement of 24 grams of 3M'"2-Component Foam Roof Tile Adhesive AH-160.
Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf)
for Mortar or Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Entegra Estate 'S' Mortar Set 20.60
Roof Tile
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following
statement: "Miami-Dade County Product Control Approved". sees
. . sees .see..
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OR sees.. sees sees.
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ENTEURR 'Q,-��7 sees..
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ESTATE"S"TILE LABEL(LOCATED ON UNDERSIDE OF TILE
NOA No.16-0112.08
MM M1414DE couNrr Expiration Date: 08/23/21
Approval Date:02/25/16
Page 5 of 6
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 Building Official or Applicable building code in order to properly
evaluate the installation of this system.
PROFILE DRAWING
Nail Holes
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1
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6.666.
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ENTEGRA ESTATE"S" CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No.16-0112.08
MIAMI•DADE COUNTY Expiration Date: 08/23/21
Approval Date:02/25/16
Page 6 of 6
riv
MIAWDADE
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) wvnV.miamidade.eov/eeonomy
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. 000000
0 . •000 0000:0
RENEWAL of this NOA shall be considered after a renewal application has been filed and W ire has ba 8n xo -change••
in the applicable building code negatively affecting the performance of this product. :•.;,• •
0000..
0000 0000 . .
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or changed#the ••...
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endbrWent of anj 1)t8duct,••'••
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure48 dUmply WI MItiy secti8$
of this NOA shall be cause for termination and removal of NOA. ••• '
. 0 0 0000..
.0000.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade CouaitN'hrida:ud.follomW •
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This revises NOA#12-1219.01 and consists of pages 1 through 4.
The submitted documentation was reviewed by Juan E.Collao,R.A.
MIAMI•DADE=UKW
NOA No.: 13-1113.05
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 Q 155• •: 0W01/08•.66•
NEI-076-02-01 TAS 103/ASTM D479$.• ; ..Q2/14/11 ••
NEI-034-02-02 ASTM D 1970 6 6.6 6. '6.4W729/13.6.:.
6160•.• •
6666 •06Y • •
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•
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•
6••66• • •
•60060
• • • •6066•
• • •
NOA No.: 13-1113.05
MwM��no0VEDcourrtir Expiration Date: 07/31/17
Approval Date: 03/13/14
Page 2 of 4
ee ,
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 H 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.
9 •666 6890•6
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09699• 969• 06690
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00
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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
LINIITATIONS:
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 spegM*aVntion to
. . 0000 0000..
overlap areas. . . . •
13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assemb""rent PW" ConggL.:0
Notice of Acceptance and applicable Building Code. 009:00 0 9
00 0..
14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This r t piece tmit tv pres9s0ed •
in place and formed around the protrusion to ensure a tight fit. A second layer of BORO *FileSeaI* Mderlaymtfl$".
0
shall be applied over the underlayment,and sealed using an SBS modified mastic. 0000.
00'. ••:0.. .9000
0 99900•
15. All products listed herein shall have a quality assurance audit in accordance with the•Fknida Building Code and
Rule 61 G20-3 of the Florida Administrative Code. 0.0.0
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16. All membranes or packaging shall bear the imprint or identifiable marking of the manAtcAlrer's nam dor logo,(;45*
and state of manufacturing facility, and the following statement: "Miami-Dade County Product CorqQrApproved"
or the Miami-Dade County Product Control Seal as shown below
MIAMf•DADE COUNTY
...O D-
END OF THIS ACCEPTANCE
NOA No.: 13-1113.05
MfAMffTAD;VED CouNTY Expiration Date: 07/31/17
Approval Date: 03/13/14
Page 4 of 4