RF-15-488 Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-229551 Permit Number: RF-3-15-488
Scheduled Inspection Date: April 09, 2015 Permit Type: Roof
Inspector: Rodriguez,Jorge inspection Type: Final Roof
Owner: ARDEN,JAMIE Work Classification: Flat
Job Address:375 NE 94 Street
Miami Shores, FL 33138 Phone Number
Parcel Number 1132060136120
Project: <NONE>
Contractor: HEIGHTS ROOFING INC Phone: (305)247-7663
Building Department Comments
RE-ROOF FLAT ROOF SECTION ONLY Infractio Passed Comments
INSPECTOR COMMENTS False
-Inspector Comments
PassedEf
Failed N2
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
April 08,2015 For Inspections please call: (305)762-4949 Page 10 of 33
Permit NO. RF-3-15-488
`S�oaEs yet Miami Shores Village NumakAm Permit Type:Roof
10050 N.E.2nd Avenue NE Pertlimit Work Classification:Flat
Miami Shores,FL 33138-0000 Permit status:APPROVED
aEo� Phone: (305)795-2204
fLOR14p`
Issue Date: 3/23/2015 Expiration: 09/1912015
Project Address Parcel Number Applicant
375 NE 94 Street 1132060136120
JAMIE ARDEN
Miami Shores, FL 33138- Block: Lot:
Owner Information Address Phone Cell
JAMIE ARDEN 375 NE 94 Street
MIAMI SHORES FL 33138-
375 NE 94 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone � $ 12,600.00
Valuation:
HEIGHTS ROOFING INC (305)247-7663
Total Sq Feet: 432
Type of Work:Re Roof Available Inspections:
Additional Info:RE-ROOF FLAT ROOF SECTION ONLY Inspection Type:
Classification:Residential Tin Cap
Scanning:3 Final Roof
Roof in Progress
Renailing Affidavit
Review Roof
Review Roof
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
Bond Type-Contractors Bond $500.00 Invoice# RF-3-15-54702
CCF $7.80 03/23/2015 Check#:5758 $737.30 $50.00
DBPR Fee $3.75
DCA Fee $3.75 03/06/2015 Check#:5710 $50.00 $0.00
Education Surcharge $2.60 Bond#:2645
Permit Fee;New Roof $250.00
Scanning Fee $9.00
Technology Fee $10.40
Total: $787.30
f
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 plars,drawings, statements or specifications submitted to the prol:er authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes I understand that separate permits are
required for ELECTRICAL,PLUMBING, MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all-the oregoing-inf 0 accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermor� orizze the abo�d contractor to do the work stated.
March 23, 2015
Authorized Signatu Applicant / Contractor / Agent ate
Buil ing ep ment Copy
March 23, 2015 1
3/ 1 (IeT
�-A Miami Shores Village
7BY:
CEIVED
Building Department AR 6 2015
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FB�C20 �
BUILDING Master Permit No.EF—— i s_ 99(v
PERMIT APPLICATION
Sub Permit No.
❑BUILDING [j ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING [:] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS:_ 3—is ns,- Q` [—1 `'��
City: Miami
Shores / County: Miami Dade zip:
•
Folio/Parcel#: I 7 20(o •Q1'3 4 1 2.6 is the Building Historically Designated:Yes NO
Occupancy Type: esia Co�H- Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholddeer)):,V CLX-Yl C_-' p'_p�.F.� , Phone#:
Address:X�3_1 5 �eCC.. 1-1 SK�'� Q
City: NQO0� •t V h0��-S State: Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: ► i t J 040 (I (PO-0 Phone#: JVS ZH T�UP 3
Address I yj2
City: �� S te: '• Zip33O 310
Qualifier Name: CCA Q Phone#: 305 51p q 159 V
State Certification or Registration#: C CC-13 2, t 15 6 Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ J a'1 (P 0 0 Square/Unear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ElDemolition
Description of Work: '�6af
r(so-i-0— S `,
Specify color of color thru tile:
Submittal Fee$50 •0z) Permit Fee$ 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) 00Q
X737 30-,44. j
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.
SignatureQ)JJ L Signature
OW NER or AGENT NTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
3 day of 20 I S ,by day of CNnA« 20 k5 by
,LG A CI`- i„ ' who is personally known to G,460 .who is personally known to
e w has produced as a or who has produced as
e ifi io who did take an oath. i n o and who did take an oath.
N
Sign: Si
Print: ,pp Print:
Urflim S' pY mul it '
I PI G Men
Seal ” My COMMISSION#EE 219026 Seal: =: += MY COMMISSION#EE 219026
Lr'PU"iES•August 12,2016 EXPIRES:August 12,2016
6onded Thru Notary Pubfic Underwraers �%71,',1jh••`• Bonded Thru Notary Public Undenxrters
ss**sssssss**ssss*****sssss sssss**ssssssss***ssss*ssssssss**ss**ssssss*ss*ssssssss**s***s*ssssssssssss**s*
u
APPROVED BY 1 el /0
Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
• ' 1
I
I
•5"`�' � Miami shores Village
-MI" Building Department
s- .a. 10050 N.E.2nd Avenue
� " Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date: 3 3 15
10050 NE 2nd Ave
Miami Shores, A 33138
**so
Re: Owner's Name: ol.M 1 v �C o�_f1 ......
Pro Address: c3^1 S n 2,. 9 .S-{'(-e.� - n'1�C.M L. ••
Percy
Roofing Permit Number: :1 ?u8 :•••�:
.... .... . .
Dear Building Oficial: "" "•' "•'•
...... .... .....
IOI.M i �CJA-C-) certify that I am not required to retrofit the roof tateall tonnecticm of:my ••••;•
building because: ....:.
......
The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00"ell*e attacl proof of ad••••;
valorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions
of 199 1lof the South FI a B "ding Code(1994 SFBC)
Signatur Print Name
State of Florida
County of Dade
The undersigned, being the first duly swom,deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before meFW,=
day of
LL C.MOTTER
MY COMMISSION#EE 219026
BandedTlhru Nofary Public Undust 12, erwriters16
Notary Public,Sate of Florida at La
• When the just valuation of the structure for Pu
on is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994
SFBC.Then you must provide a kMftg application from a general Contractor for the Roof to Wal connection Hurricane hftabon.
Revised on w2U2009
01C.1ES y Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
�LoRmp Tel: (305) 795.2204
Fax: (305) 756.8972
RE: Permit# 'F 3"" S y S DATE: 3 1
INSPECTION AFFIDAVIT
ICA jgC licensed as a(n) Contractor/Engineer/Architect,
(Print name and cirde License Type) FS 468 Building Inspector
�+ �+ 1 s�'^/' f 0.00
License#: G
CC 1 v , ` �C�� • • 0000•• 000.00
...... .. .. ......
On or about , I did personally inspect tK�tdafdes ck narilifiand :....
(Date&time) ( � 0000 0000 0000+
Secondary water barrier work at �� n Q' `1 �' ��• ""'
(Complete Job Site Address) •••••• • •
Based upon that examination I have determined the installation was done according to the H}lmcq a Mitijatia;Retrofl�"
Manual (Based on 53.844 F.S "' '
. .
Sign re
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 bef me day of ' ` Z 0 15
r
TAY
i.Notary Public, Sate of Florida at Lar
LYNDA C.MOTTER
, :,:
j 5 MY COMMISSION If EE 219026
Ps EXPIRES:August 12,2016
6,t ` Bonded Thru Notary Public Underwriters
`General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with
permit#and address#dearly shown marked on the deck for each inspection
Revised on 5/2112009
NORFS
.�,c "3
S5 = y Miami Shores Village
loss 11112 Building Department
10050 N.E.2nd Avenue
h, o•° Miami Shores, Florida 33138
�IOR'Ipp Tel: (305) 795.2204
Fax: (305) 756.8972
AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION
RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT
TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date: 3 �S
10050 NE 2nd Ave
Miami Shores, A 33138
Re: Owner's Name: dc"MKI' 4CAi=i2i
Property Address: K-F 3 1S y see* ••••••
.. .• . : •:
Roofing Permit Number: 6$ •••••• •• •• ••••••
090:00 . . 9
0000..
0000 0000 . .
0000 0000 0000.
Dear Building Official: 0000.. 0000 ..;..•
I '_�42;oaj certify that I have improved the roof to wall c�� ns of the referenced
9 9 0 9
property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site-Built Siggle Family+sidkial �"
Structures a adopted by the Florida Building Commission by Rule 913-3.047 F.A.C. ' "' '
ZC14
/nature Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed bejLaa
day of rn � f 20 LS
Notary Public, Sate of Florid
(SEAL) LYNDA C.MOTTER
MY COMMISSION N EE 219026
EXPIRES:August 12,2016 FINAL COMPLIANCE
Bonded Thru Notary Public Underwriters
Revised on 5/21/2009
Section A/B
tF
MIAMhDADE Miami-Dade County HVHZ Electronic Roof Permit Form
"Delivering Excellence Every Day"
Section A(General Information)
Master Permit No: 7 Process No:
Contractor's Name: I HEIGHTS ROOFING INC.
Job Address: 375 NE 94 STREET MIAMI SHORES, FLORIDA
Roof Category
ET-ILOW Slope ❑ Mechanically Fastened Tile ❑✓ Mortar/Adhesive Set Tile
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
❑ Sprayed Polyurethane Foam ❑ Other:r I
4 Roof Type
❑ New Roof 1E Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance
Are there Gas Vent Stacks located on the roof? ❑Yes ❑ No If yes,what type? ❑ Natural ❑ LPGX
Roof System Information
Low slope roof area(ft.2) ,3 Steep Sloped area(ft.2) 276 Total(ft.2)
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'): r' w
' t
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section C (Low Sloped Roof System)
Fill In Specific Roof.Assembly Components Fastener Spacing for Anchor/Base Sheet
and Identify Manufacturer Attachment
(If a component is not used,rrid'entify as"NA") q q�
System Manufacturer: A T Field: 1 "oc @ Lap,#Rows @ 1' "oc
NOA No.: I ) -- 10 a 44 • is
Perimeter: "oc @Lap,#RowsU If @(� "oc
Design Wind Pressures, From RAS 128 or Calculations: Corner:� "oc @ Lap,#Rows T @ (.O "oc
Pmax1: - •13 Pmax2: –7'•7 Pmax3: 1 08. 0
Number of Fasteners Per Insulation
Max. Design Pressure, From the Specific NOA Board
System: — 5 2.
Field: Perimeter Corner
Deck:
Type: W 0 O l7 ) gmci c.
Illustrate Components Noted and
Gauge/Thickness: Details as Applicable:
Woodblocking, Gutter, Edge Termination,
Slope: Stripping, Flashing, Continuous Cleat, Cant
Anchor/Base Sheet&No.of Ply(s): Strip, Base Flashing, Counter- Flashing,
Coping, Etc.
Anchor/Base Sheet Fastener/Bonding Material: Indicate: Mean Roof Height, Parapet Height,
Height of Base Flashing, Component Material,
Material Thickness, Fastener Type, Fastener
Insulation Base Layer: Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
Base Insulation Size and Thickness:
Base Insulation Fastener/Bonding Material: ••••
. . .... ......
Top Insulation Layer: •• •: •••• •
• 0:0 Parapet •
Top Insulation Size and Thickness: ••• Height*• •
... .... .....
Top Insulation Fastener/Bonding Material:
Base Sheet(s)&No.of Ply(s):
Base Sheet Fastener/Bonding Material: s �Cj4 •� Roof"""
y Kj�cb.an •• HeigtR�� •� •
Ply Sheet(s)&No.of Ply(s):
Ply Sheet Fastens Qonding Matrial: M
Top Ply:
Top Ply Fastener//BBo-ndinMaterial:
r4ncI)Q
Surfacing:
Tile Roof System
r -
MIAMFQADE
Miami-Dade County HVHZ Electronic Roof Permit Form
Section D Tile Roof System
"Delivering Excellence Every Day"
Roof System Manufacturer:I ENTEGRA ROOF TILE
Notice of Acceptance Number(NOA): 11-0510-02
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): 45.5 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: --5/8" Plywood--
Optional Insulation:
y
1k t e
Optional Nailable Substrate:
•s
Optional Nailable Substrate Attachment:
Roof Slope: "/12"
Roof Mean Height: 12 ft. Basesheet Type:
Method of Tile Attachment: ASTM#30 FELT
--Adhesive, Medium Paddy Polyfoam Polypro--
Fastener Type for Basesheet Attachment:
Alternate Method of Tile Attachment per NOA: 1 1/4 RINGSHANK NAILS and 1 5/8 TIN CAP
Tile Underlayment(Cap Sheet)Type:
'—'— ASTM#90 FELT
Drip Edge Size&Gauge: --3"face 26 ga.-- -
Tile Underlayment Attachment Method:
Drip Edge Material Type: --Galvinized Metal-- � HOT MOP
Drip Edge Fastener Type: 11 1/4 RINGSHANK NAILS Tile Profile:
ESTATE COLLECTION TILE
Hook Strip/Cleat gauge or weight: I--n/a-
Section E
MIAMI-RADE 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 2, 0.289 = 11.30 -Mg: 6.74 =Mr1: 4.56 < 45.5 NOA Mf
P 2: 68.1 X 2, 0.289 = 19.68' -Mg: 6.74 =Mr2: 12.94 < 45.5 NOA Mf
P 3: 100.7 X X0.289 = 29.11 -Mg: 6.74 =Mr3: 22.37 < 45.5 NOA Mf
Method 3"Uplift Based Tile Calculations Per RAS 127"
For Uplift based the systems use Method 3.Compare the values for F'with the values for Fr.If the F'values are greater than or equal to the Fr values,for
each area of the roof,then the tile attachment method is acceptable.
P1: x1: = xw:�= -W: = xcos0: Fr1: <_® NOA F'
P2: x1: = Xw:�= -W: =® XCos 0: =Fr2: NOA F'
P3: x1: = xw: = -W: = xCos 0: =Fr3: <_ NOA F'
Where to Obtain Information to complete tile calculations
Where to Find
Description Symbol
Design Pressure P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,signed and sealed by a professional
engineer based on ASCE 7.
Mean Roof Height H Job Site
Roof Slope 8 Job Site
Aerodynamic Multiplier Product Approval(NOA)
Restoring Moment due to Gravity Mg Product Approval(NOA)
Attachment Resistance Mf Product Approval(NOA)
Required Moment Resistance Mr Calculated
Minimum Attachment Resistance F' Product Approval(NOA)
Required Uplift Resistance Fr Calculated
Average Tile Weight W Product Approval(NOA)
I=length
Tile Dimensions w l width Product Approval(NOA)
"GAFGLAS@#80 Premium Base Sheet"may be used in any of the following systems.
"GAFGLAS@ Flex Ply 6"and"Tri-Ply@ Ultra-Flexible Ply 6"are suitable alternates to"GAFGLAS@ Ply 6".
"GAFTEMP Pennalite Recover Board"may be used in lieu of any perlite insulation in any of the following NC Classifications.
Unless otherwise indicated,any of the"Asphalt Felt Systems with Hot Roofing Asphalt"may be surfaced with"Fireshield MB"at 21h to 3-gal/100-
ft2.
"Ruberoid@ Dual Smooth"may be used as an alternate to"Ruberoid@ Mop Smooth"or"Ruberoid@ 20"or"Ruberoid(&20 HT'
"Ruberoid®Mop Smooth 1.5"may be used as an alternate to"Ruberoid@ Mop Smooth"
Class A,B and C
Hot roofing asphalt,for use with organic and glass felts or modified bitumen membranes.
"Ruberoid@ 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 polyisocyanurate or urethane or
perlite/polyisocyanurate 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"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 polyisocyanurate or urethane or
perlite/polyisocyanurate composite or perlite/urethane composite or wood Tiber/polyisocyanurate composite or phenolic,any thickness.
Ply Sheet:—Three or more plies Type G1 or"GAFGLAS@ Ply 4"or'Tri-Ply@ Ply 4"or"GAFGLASO Ply 6".
Cap Sheet:—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply(g)Mineral Surfaced Cap Sheet"or"GAFGLASO
EnergyCapTM BUR Mineral Surfaced Cap Sheet."
3. Deck: NC Incline:2
Insulation(Optional):—One or more layers perlite,wood fiber,glass fiber,polyisocyanurate, urethane,perlite/polyisocyanurate
composite,perlite/urethane composite,wood fiber/polyisocyanurate composite,phenolic, 2-in.maximum.
Ply Sheet:—Two or more plies Type G1 "GAFGLAS@ Ply 4", '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"or"GAFGLASO
EnergyCapTM BUR Mineral Surfaced Cap Sheet."
4. Deck: C-15/32 ( Incline: 1
Slip Sheet(Optional):—Red rosin paper, nailed to deck.
Insulation(optional):—Any thickness perlite or wood fiber or class fiber or polyisocyanurate mechanically fastened or adhered with
OMG Inc."OlyBond Fastening System"or any UL Classified insulation adhesive. *see
Base Sheet:—One ply Type G2"GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet"(may be naiyed). • •••• ••••••
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 S'heett'or"GAFGLAS(; •
EnergyCapTM BUR Mineral Surfaced Cap Sheet." 000000
•• •• ••••••
Surfacing(optional):—'TOPCOAT@ EnergyCote'"" •applied at a rate of 2-gal/100-ft2. ••••••0000 • :*see:
5.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 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"or"GAFGLA4 ••
EnergyCap'"BUR Mineral Surfaced Cap Sheet." ••••"
• • • • ••••••
6.Deck:C-15/32 Incline:2 •• •
• • • • •
Insulation:—One or more layers perlite,glass fiber, polyisocyanurate,urethane,perlite/polyisocyanurate C10rnpolite,per{jte/uie%ne •
composite,phenolic, 1 in. minimum(offset a minimum of 6-in.from plywood deck joints). •• •
Base Sheet:—One or more plies Type G1 or Type G2 or Type G3.
Membrane:—One or more plies"Ruberoid@ Torch Smooth"or"Ruberoid@ Torch Granule"or"Ruberoid@ Torch Granule Plus"or
"Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5"or"Ruberoid@ Mop Smooth Plus"or"Ruberoid@ Mop Granule"or"Ruberoid@
Mop Plus Granule"or"ROOFMatch—SBS Modified Granular"or'Tri-Ply@ SBS Modified Bitumen Membrane"or"ROOFMatch'"APP
Modified Granular"or'Tri-Ply@ TP-4G"or'Tri-Ply@ TP-4"or"Ruberoid@ Dual Smooth".
Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or'Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCap'"
BUR Mineral Surfaced Cap Sheet"fully adhered with hot roofing asphalt.
7.Deck:C-15/32 Incline:2
Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickness.
Base Sheet:—Two or more plies Type G2 or Type G3.
Ply Sheet(Optional):—One or more plies Type G1.
Membrane:—One or more plies"Ruberoid@ Torch Smooth"or"Ruberoid@ Torch Granule"or"Ruberoid@ Torch Granule Plus"or
"Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5"or"Ru:)eroid@ Mop Smooth Plus"or"Ruberoid@ Mop Granule"or"Ruberoid@
'Mop Plus Granule"or"ROOFMatch—SBS Modified Granular"or'Tri-Ply@ SBS Modified Bitumen Membrane"or"ROOFMatch'"APP
Modified Granular"or"Tri-Ply@ TP-4G"or"Tri-Ply@ TP-4"or"Ruberoid@ Dual Smooth".
http://database.ul.com/cgi-bin/XYV/template/LISEXT/I FRAME/showpage.html?name=T... 4/19/2013
M�IA�MHDADE MIAMI-DADE COUNTY
`7 -_ PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
GAF
1361 Alps Road
Wayne,NJ 07470
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product
Control Section(In.Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)
reserve the right to have this product or material tested for quality assurance purposes. If this product or
material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing
and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their
jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County
Product Control Section that this product or material fails to meet the requirements of the applicable
building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF Conventional Built-Up Roof Systems for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or 1pgo,city,state itnd• ••••••
following statement: "Miami-Dade County Product Control Approved",unless otherwise-aotA herein. • ; ••
...... .. .. ......
RENEWAL of this NOA shall be considered after a renewal application has been filed. o i there has been no •
change in the applicable building code negatively affecting the performance of this productr• ••••• •
.... .... .....
TERMINATION of this NOA will occur after the expiration date or if there has been a ravifion or change in •• •••
the materials, use, and/or manufacture of the product or process.Misuse of this NOA as•tf ettdorse4m of any •
product,for sales,advertising or any other purposes shall automatically terminate this NPA:nilure 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, FRiridl,and frdlI ed •
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 13-0424.09 and consists of pages 1 through 16.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 13-1022.15
MIAMMADE COUNTY Expiration Date: 11/04/18
• Approval Date: 11/06/14
Page 1 of 16
Membrane Type: BUR
Deck Type 1: Wood,Non-insulated
Deck Description: 19/32"or greater plywood or wood plank decks
System Type E: Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier: FireOut""Fire Barrier Coating,VersaShield®Fire Resistant Roof Deck Protection or
(optional) Securock""Gypsum Fiber Roof Board.
Base sheet: GAFGLAS®#80 UltimaTM Base Sheet, Stratavent"'Eliminator"'Nailable Venting Base
Sheet,Ruberoid®20, Ruberoid®SBS Heat-WelC Smooth or Ruberoid®SBS Heat-Weld'`
25 base sheet mechanically fastened to deck as described below;
Fastening Options: GAFGLAS®Ply 4,GAFGLAS®FlexPly"4 6, GAFGLAS®#75 Base Sheet or any of above
base sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 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
base sheets attached to deck with Drill-Tec"" #12 Fastener or Drill-TecTM#14 and Drill-
Tec""3"Steel Plate,Drill-Tec""AccuTrac Flat Plate or Drill-TecTM AccuTrac4'Recessed
Plate 12"o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced
approximately 12"o.c. in the field of the sheet.
(Maximum Design Pressure—45 psf.See General Limitation #7)
Fat
AS®Flex Ply""6, GAFGLAS®#75 Base Sheet or any of above base sheets attached
with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c.
lap staggered and in two rows 9" o.c. in the field. • 6666..um Design Pressure—52.5 psf.See General Limitation*47�• •
GAFGLAS®#80 Ultima'"Base Sheet,Rubetoid®20, Ruberoid ••off•moo ase• e D.
attached to deck with approved 1'/4"annular ring shank nails and jpyr4ted 3"steel}date AS •
fastener spacing of 9" o.c. at the 4"lap and in two rows staggered"itb a fastener-spacing of-••
9" o.c. in the center of the membrane. 60:06: 6 6 6 0 •••••
(Maximum Design Pressure—60 psf. See General Limitation #7 •• •'
6666..
GAFGLAS®#75 Base Sheet or any of above base sheets attached todeek with Dr1-0TecTM0•••'•
#12 Fastener or Drill-TecTM #14 Fastener and Drill-Tec""3" Steet Pljte6 Drill-Tec .6 6 6 6.
AccuTrac )Flat Plate or Drill-TecTM AccuTrac Recessed Plate 12'•b.cIn 4 rows:Une row 0
is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. i;thefield of
the sheet.
(Maximum Design Pressure—60 psf. See General Limitation#7)
Any of above Base sheets attached to deck approved annular ring shank nails and 3"
inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4"lap staggered
in two rows 9" in the field.
(Maximum Design Pressure—60 psf.See General Limitation#7)
NOA No.: 13-1022.15
MAMMADE COUNTYM Expiration Date: 11/04/18
"'• ' Approval Date: 11/06/14
Page 14 of 16
Fastening Options: GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM
(Continued) 412 Fastener or Drill-Tec""#14 Fastener and Drill-TecTM 3"Steel Plate, Drill-TecTM
AccuTrac Flat Plate or Drill-TecTM AccuTrac Recessed Plate 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#7)
Ply Sheet: One or more plies of GAFGLAS®Ply 4 or GAFGLAS®#80 Ultima Base Sheet adhered in a
full mopping of approved asphalt applied within the EVT range and at a rate of 20-40
tbs./sq.
Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS®
EnergyCap''m BUR.Mineral Surfaced Cap Sheet adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
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 of approved asphalt at 601bs./sq.
2. Topcoat®Surface Seal SB applied at Ito 1.5 gal./sq.
Maximum Design
Pressure: See Fastening Options
. . .... ......
. .
...... .. .. ......
.... .... . .
...... .... .....
.. .. .. . ......
. . . . ....%
.. .
• •••
. .
NOA No.: 13-1022.15
MIAMMADEGOUNTY Expiration Date: 11/04/18
�Fgjmlyjvj Approval Date: 11/06/14
Page 15 of 16
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®Flex Ply""6 when used as a mechanically fastened
base or anchor sheet.
2. Minimum '/."DensDeck7 Roof Board or'/2"Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control
Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the
EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for 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 sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the
strips is not acceptable.A 6" break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be
limited to a maximum design pressure of-45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 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 anchoribase 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 Registered Professional Engineer,Registered Architect,or 4&ered
Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdirgyAl jesistarwe value .•
taken from Testing Application Standards TAS 105 and calculations in compliance with goofing Application ....
•
Standard RAS 117. ***:so :6006:
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of tbege ares.*N'Wener
densities shall be increased for both insulation and base sheet as calculated in complianc(!Mfh RoofrrA pplicatior� •
Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered ProT'essronal Engi Aeer,6 ••••••
Registered Architect,or Registered Roof Consultant(When this limitation is specifWpJky referred avithin ••
this NOA, General Limitation #9 will not be applicable.) : • : ••••••
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing terminationdesjggs shall conform to:....:
Roofing Application Standard RAS 111 and applicable wind load requirements. •' .• :•: •
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. fietJ, •
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.: 13-1022.15
MIAMMADE COExpiration Date: 11/04/18
"'• 1 UNTY Approval Date: 11/06/14
Page 16 of 16
MIMIAMDADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 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.sov/buildinp/
Entegra Roof Tile,Inc.
1289 NE 90 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 BNC-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. BNC
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.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any
product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall
be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This renews NOA# I0-0518.03 and consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigera.
NOA No. 11-0510.02
Expiration Date: 08/23/16
IA P PR V
G ECApproval Date:06/30/11
0 Page I 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,Inc. 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 the
locations where the pressure requirements, as determined by applicable Building Code, does 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 done as a moment based
system.
2. PRODUCT DESCRIPTION
Manufactured by Test Product
Applicant Dimensions Specifications Description
Entegra Estate`S' I= 16-1/2" TAS 112 Low profile, interlocking,extruded concrete
Roof Tile w= 13" roof tile equipped with two nail hole and
double roll ribs. For direct deck or battened
nail-on,mortar or adhesive set applications
Trim Pieces I=varies TAS 112 Accessory trim,concrete roof pieces for use
w=varies at hips,rakes,ridges and valley
varying thickness terminations. Manufactured for each the
profile.
2.1 MANUFACTURING LOCATION
2.1.1. Okeechobee,FL.
2.2 EVIDENCE SUBMITTED:
Test Agency 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, 1994 PA 108 Aug. 1994
Professional Service 224-47099 PA 112 Sept. 1994
Industries,Inc.
The Center for Applied 94-060B PA 101 March, 1994
NOA No.11-0510.02
Expiration Date: 08/23/16
M1Ar�t•W►ue coUNW Approval Date:06/30/11
Page 2 of 6
Test Agency Test Identifier Test Name/Report Date
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. 1.994
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 528454-2-1 PA 101 Sep. 1998
Testing Services 520109-2 Dec. 1998
Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999
IBA Consultants,Inc. 2381-264 TAS 112 01/08/08
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 in accordance with TAS
106 may required,refer to applicable building code.
3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112,appendix`A'.Such testing shall be submitted to
the Building and Neighborhood Compliance Department—Product Control Section 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.
NOA No. 11-0510.02
Expiration Date: 08/23/16
MIAMFDAb;COUNTY Approval Date:06/30/11
Page 3 of 6
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(Ibf) Length-I(ft) Width-w(ft)
Entegra Estate'S' Roof Tile 10.0 1.375 1.08
Table 2: Aerodynamic Multipliers -I
Tile x (ft ) X %Aplication_Profile Batten Application D ct Deck
Entegra Estate' Tile 0.267 0.289
TobW,3. Restoring Moments due to Gravity- M9 (ft-Ibf)
Tile 3":12" 4":12" 6":12" 6":12" Greater than
Profile 7":12"
Entegra Estate Bat ns Direct attens Direct Battens Direct Battens Direct Battens Direct
'S' Roof Tile Deck Deck I Deck Deck Deck
5.91 6.74 .82 6.64 1 5.70 I 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 15132" 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 4.1
Roof Tile Shank Nail2
2-10d Smooth or Screw 16.4 21.9 7.1
Shank Nails
1 #8 Screw' 25.8 25.8 22.9
2#8 Screw 47.1 47.1 49.1
1-10d Smooth or Screw 24.3 24.3 24.2
Shank Nall Field Cli 2
1-10d Smooth or Screw 19.0 19.0 22.1
Shank Nail Eave Cli 2
2-10d Smooth or Screw 35.5 35.5 34.8
Shank Nails Field Clip)
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"the headlap and fasteners are located a min.of 21,V from head of tile.
2 When using only one fastener use the hole that is approximately 4-314"away from intedocking edge.
NOA No. 11-0510.02
Expiration Date: 08/23/16
atu�toa►oecouNrr Approval Date:06/30/11
Page 4 of 6
Table 6: Attachment Resistance Expressed as a Moment Mf(ft-Ibf)
for Two Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment Resistance
Profile
Entegra Estate'S' Roof Tile Adhesive 26.1
3 See manufactures component approval for installation requirements.
4 Flexible Products Company TileBond Average weight per patty 11.4 grams.
Polyfoarn Product Inc.Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment-Mr(ft-lbf)
for Single Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Entegra Estate'S' Roof Tile Polyfoam PolyProlm 86. 1
Polyfoam Poi ProTm 5 5
5 Large paddy placement of 54 grams of Po! ProT".
6 Medium paddy placement of 24 grams of Pol Pro TM.
Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf)
for Mortar or Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Entegra Estate Mortar Set 20.60
'S' Roof Tile
5. LABELING:
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo(See
Detail Below),or following statement: "Miami-Dade County Product Control Approved".
OR
Fr= ENTEURR
ESTATE"S"TILE LABEL(LOCATED ON UNDERSIDE OF TILE)
6. BUILDING PERMIT REQUIREMENTS:
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by Building Official or Applicable building code in
order to properly evaluate the installation of this system.
NOA No. 11-0510.02
Expiration Date: 08/23/16
JAPPRMraMuar►nO co1 rir Approval Date: 06/30/11
Page 5 of 6
PROFILE DRAWING
Nail Holes
•
•
16,1/2��
ENTEGRA ESTATE'IS"CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No.11-0510.02
Expiration Date: 08/Z3/16
tor►oEcovrrr�r Approval Date: 06/30/11
Page 6 of 6
MAW
MIAMI-DADE COUNTY
,E) 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.eov/oera
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 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: 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 copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This renews and revises NOA# 11-0124.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0228.18
MI MMADe COUNTY Expiration Date:05/10/17
Approval Date:05/10/12
Page 1 of 7
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as
described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as
determined by applicable building code,does not exceed the design pressure values obtained by calculations in
compliance with Roofing Application Standard RAS 127,for use with approved flat,low,and high profile roof tiles
system using 2-Component Foam Roof Tile Adhesive AH-160. Where the attachment calculations are done as a
moment based system for single patty placement, and as an uplift based system for double patty systems
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
3MTm 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive
Roof Tile Adhesive AH-
160
Foam Dispenser RTF 1000 N/A Dispensing Equipment
ProPack®30& 100 N/A Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment
resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160
roof tile adhesive.
MANUFACTURING LOCATION:
1. Tomball,TX.
PHYSICAL PROPERTIES:
Proper Test Results
Density ASTM D 1622 1.6 lbs./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./Ftz
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 @I 58T., 100%Humidity,2
weeks
Closed Cell Content ASTM D 2856 86%
NOA No.: 12-0228.18
MIAMMADECOVUnm Expiration Date:05/10/17
Approval Date:05/10/12
Page 2 of 7
Note: The physical properties listed above are presented as typical average values as determined
by accepted ASTM test methods and are subject to normal manufacturing variation.
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
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. 3MTm 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 3MTm 2-Component Foam Roof Tile Adhesive AH-
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their tile
assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
F W
2
F'=
MS
NOA No.: 12-0228.18
MIAMI•DADE COUNTY Expiration Date:05/10/17
�Wj.,.sylal Approval Date:05/10/12
Page 3 of 7
INSTALLATION:
1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current
NOA that lists uplift resistance values with the use of 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,expressed as an uplift based system,to meet or exceed the uplift resistance determined in
compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is
noted in the roof 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). The dispense timer shall beset to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No
other settings shall be approved.
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 2 to 3 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.
Table 1:Adhesive Placement For Each Generic Tile Profile
Tile Profile Placement Detail Single Paddy Weight Two Paddy Weight per
Min.(grams) paddy Min. (grams)
Flat,Low,High Profiles #1 35 N/A
High Profile(2 Piece Barrel) #1 17/side on cap and 34/ an N/A
Flat,Low,High Profiles #2 24 N/A
Flat,Low,High Profiles #3 1 8
NOA No.: 12-0228.18
M AMMAoEeouNrr Expiration Date:05/10/17
�ffj... s Approval Date:05/10/12
Page 4 of 7
LABELING:
All 3MTm 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions
listed herein.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
Nail through plastic cement Paddy(Beneath Tile) Nail through plastic cement
Paddy(B-*7170)
UnderlaymentUnderlayment
e a
1 1
10 is
In
--
1
Eave Course � -- ---
Fascia Eave Course Fascia
Wrephole
Eave course only: Eave course only: Eave closure
Faye Closure Keep adhesive approx Keep adhesive approx Drip a*
4 in.up from weepholes 4 in.up from weephoks
Nall through plastic cementonal 2xfs for
Paddy(Beneath Tile) t)Place enough adhesive to achieve 17 to 23
Undedayment square indres in contact with the pan He sip pitch applications Nall through Plate cement
2)Tum covers upside down.Place adhesive 112 in.
To 1 in.From outside edge of cover Ole.
Then instal the flip. o
UndedaymeM
101n, v� o
2 in.
Eave Course o
6w Closure
Remo
Eave course only: t
Keep adhesive;approx 4 in.up Fasda top poen Sheathing
of the eave
from weepholes course cover Ole.
Abut to second course of optional
pan toes.Ensure am end of Mortar
and cover Wes are on longib rral
flush at cave line ed
edges of tie
Eave dosure Weephole Fascia Bo
(Mortar show)
NOA No.: 12-0228.18
MIAMI-RADE COUNTY Expiration Date:05/10/17
. • a Approval Date:05/10/12
Page 5 of 7
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
Nall through plastic cement Paddy(Beneath rile) Nail through plastic cement Paddy(Beneath Tile)
Undedayment Undledayment
_ 4
7 in. 2 In.
7 ift
21n.
Eave Course
Fascia Fascia
% weephole
Em Course Eave closure
Eave Closure L— Drip edge
Nall through plastic cement Paddy(Beneath Tile)
Undedayment
7 In11 n.
Eave Closure
Eave Course Fascia
I
NOA No.: 12-0228.18
OMEL A R DMAD E COUNTY MExpiration Date:05/10/17
► I Approval Date:05/10/12
Page 6 of 7
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Nall through plastic cement Pa" Nall through plastic cement Single paddy under file
(between file) Undedayment Single paddy between file
Paddy 2 In.x 7 In.medium
o (under file) size paddy eave
course only
Single paddy
�in• under tile n.x 3 in.
1 x 3 in. 2 n. At in. 2 in.
I Ati Single
Single paddy on
under- paddy on
layment under-
o
layment
Single paddy Fascia
Save course on top of file Weephole
Single paddy In.X I In.medium Eaw Eave dosure
on top of tile size paddy eave Course Drip edge
Fascia course only
Nail through plastic cement Single paddy
under tile Single paddy
between file
o
Q,��3
in.x 3 in. 4 in.
Single paddy
on underlayment 2 in.
o
Single paddy Closure
on top of the 2 in.x 7 in.medium
size paddy eave course only
Eave Course Fascia
END OF THIS ACCEPTANCE
NOA No.: 12-0228.18
MAMMADE COUNTY Expiration Date:05/10/17
Approval Date:05/10/12
Page 7 of 7
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope. As it pertains to this section,it is the responsibility of the roofing contractor to provide the
owner with the required roofing permit,and to explain to the owner the content of this section.The provisions of
Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.
Additio Ily,the following items should be addressed as part of the agreement between the owner and the
co .The owner's initial in the adjacent box indicates that the item has been explained.
1.Aesthetics-Worlananship:The workmanship provisions of Section R4402 are for the purpose of
ro the roofing system meets the wind resistance and water intrusion performance standards.Aesthetics
pearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color
architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement
b the owner and the contractor.
2.Renailing Wood Decks:When replacing roofing,the existing wood roof deck may have to be
accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior
o e ng the existing roof system.) •
3. Common Roofs: Common roofs are those which have no visible delineation between
i oring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing
ntra r 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
ca ewed from below.The owner may wish to maintain the architectural appearance,therefore,roofing
n '1 penetrations of the underside of the decking may not be acceptable.This provides the option of maintaining
arance.
l
5. Ponding Water:The current roof system and/or deck of the building may not drain well and
e water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of
st ctural distress and may require the review of a professional structural engineer. Ponding may shorten
e life expectancy and performance of the new roofing system. Ponding conditions may not be evident
until h riginal roofing system is removed. Ponding conditions should be corrected.
6.Overflow scuppers(wall outlets): It is required that rainwater flow off se th4t the roof is not 0000:0
o e ed from a build up of water.Perimeter/edge walls or other roof extensions may bfoak this disphaWe. ••
overflow scuppers (wall outlets) are not provided. It may be necessary to install ove" scuppaf s 111
*0000*
a ce with the requirements of Sections R4402,R4403 and R4413. :Goes:
7.Ventilation: Most roof structures should have some ability to vent natural&?thaw throur"e '•:•'.
t the structural assembly (the building itself).The existing amount of attic verftA3f ld4 shall AIM.
00000
j
r . It may be beneficial to consider additional venting which can result in extendiAg#14 service fife of ••••••
the roof. ••
Exception:Attic spaces,designed by a Florida licensed engineer or registered architect to eliminate the attic ••••
v venting shall not uir •
3 , 3 , tS
AOw er' Agent's Signature Date Co ractor' ignature
3�1 or.., 9 L4 S:
Property Address Permit Number