RF-15-881 (3) Miami Shores Village `
d ra r
10050 N.E.2nd Avenue NE � '£ -
Miami Shores,FL 33138-0000
Phone: (305)795-2204 � 5� _ � , �y ,.• su;F
Expiration: 10118/2015
Project Address Parcel Number Applicant
5 NE 107 Street 1121360070330
EAST WEST PROPERTIES HOLE
Miami Shores, FL 33161-7029 Block: Lot:
Owner Information Address Phone Cell
EAST WEST PROPERTIES HOLDINGS 3900 NW 2 Avenue
- MIAMI FL 33127-
3900 NW 2 Avenue
MIAMI FL 33127-
Contractor(s) Phone Cell Phone $ 12,000.00
Valuation:
EXECUTIVE ROOFING INC 305-598-8686
Total Sq Feet: 2900
Type of Work:Re Roof Available Inspections:
Additional Info:RE ROOF FLAT AND TILE Inspection Type:
Class cation:Residential Up Lift Report
Scanning:4 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 Invoice# RF-4-15-55203
CCF $7.20 04/2112015 Check#:379 $790.20 $50.00
DBPR Fee $4.50
DCA Fee $4.50 04/15/2015 Credit Card $50.00 $0.00
Education Surcharge $2.40 Bond#:2680
Permit Fee-New Roof $300.00
Scanning Fee $12.00
Technology Fee $9.60
Total: $840.20
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS (DAVIT: I cerVy that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
constructioVM*
Fit rmo ,I a horize the above-named contractor to do the work stated.
(wM April 21,2015
Aujorized Signatunf Owner V Applicant / Contractor / Agent Date
Building Department Copy
April 21,2015 1
Miami Shores Village -
Building Department
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY- 1 b 2015
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20!O
BUILDING Master Permit No. M
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ELECTRIC �OOFING ❑ REVISION ❑EXTENSION []RENEWAL
❑PLUMBING ❑MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: ,
City: Miami Shores County: Miami Dade Zip: 33 l b
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
"6WiVjG,tL/- 3�S -ZVI -34,48
OWNER:Name(Fee Simple Titleholder): "�b�ST W EST (�I�iI1S. Phone#:
Address: NOO PL-) a2 N> AOR_i .Q.
City: r 1_42 State: L Zip:
Tenant/Lessee Name: PLA_ Phone#:
Email:
CONTRACTOR:Company Name: �+�4 c/ ✓roWi.� Phone#:39-rS 9t J'6 e&
® 2 Z
Address: e7 4.,) c3
City: t State: Zip: 33�J '�/
Qualifier Name: i�C'P P�.4 Phone#:7 10 _Wd- Al.
State Certification or Registration M t1e e®,39 )?1 1 Certificate of Competency#:
DESIGNER:Architect/Engineer:_ �j Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ ��a Square/Linear Footage of Work: 00 So 1T'
Type of Work: ❑ Addition ❑ Alt ration ❑QQNew • F.] Repair eplace El Demolition
Description of Work: A, t Alt
F
3)C 3 FA+ UeS AL1 04 CT-et, - Gulp rte, 74
Specify color of color thru tile: ("641&
Submittal Fee$—.0:-) %A^ Permit Fee CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double F
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ O
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature r_
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
)� day of +4'�! .20 `S by r, day of C ,20 /5 by
14'\d L5t40garZF ,wh n�rsra y know to 41444k `�4.L44-t who! personally known 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 P ELIC:
0
Sign: PL' ~�
g sign:
Print: RONNI ANN BLANK Print: t-' L P�� gpq
'I ' MY COMMISSION#FF158014 Q My corms y��ft�is
Seal: w* EXPIRES October 1,201 a Seal: Exrms fty so,w1k
(4071=4184 , Flurldallota 8erviae cam
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Detail by Entity Name Page 1 of 2
{{
Detail by Entity Name
Florida Limited Liability Company
EAST WEST PROTECTION, LLC
Filing Information el-
Document Number L12000082901 y�
FEI/EIN Number 45-5561384llCrl-f�G�� ���d�d c
Date Filed 06/22/2012
Effective Date 06/22/2012
State FL
Status ACTIVE
Principal Address
821 5TH AVENUE SOUTH
NAPLES, FL 34102
Changed: 07/05/2012
Mailing Address
821 5TH AVENUE SOUTH
NAPLES, FL 34102
Changed: 07/05/2012
Registered Agent Name&Address
Chefl'y Passidomo
821 5TH AVENUE SOUTH
NAPLES, FL 34102
Name Changed: 01/15/2015
Authorized Person(s) Detail
Name&Address
Title MGR
Vanderwagen, Craig DR.
12001 Glen Road
Potomac, MD 20854
Annual Reports
Report Year Filed Date
http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 4/15/2015
Detail by Entity Name Page 1 of 2
f
}
Detail by Entity Name
Fad
Florida Limited Liability Company
STEADY MANAGEMENT, L.L.C.
Filing Information
Document Number L09000025849
FEI/EIN Number 611592847
Date Filed 03/16/2009
State FL
Status ACTIVE
Last Event LC AMENDMENT
Event Date Filed 08/22/2013
Event Effective Date NONE
Princiaal Address
3900 NW 2ND AVE
MIAMI, FL 33127
Mailing Address
3900 NW 2ND AVE
MIAMI, FL 33127
Registered Agent Name&Address
LEIDESDORF, EDMOND H
3900 NW 2ND AVE
MIAMI, FL 33127
Name Changed: 02/01/2011
Address Changed: 02/01/2011
Authorized Person(s) Detail
Name&Address
Title MGR
LEIDESDORF, EDMOND H
3900 NW 2ND AVENUE
MIAMI, FL 33127
Title MGR
MARULLI, NICOLE
http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 4/15/2015
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� t
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner
with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section
R4402 govern the minimum requirements and standards of the industry for roofing system installations.
Additionally,the following items should be addressed as part of the agreement between the owner ant the
contractor.The owner's initial in the designated space indicates that the item has been explained.
1. F-,U Aesthetics-Workmanship:the workmanship provisions of Section R4402 are for the purpose of
providing that the roof system meets the wind resistance and water instruction performance standards.
Aesthetics(appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues
such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of
the agreement between the owner and the contractor.
2. .L Renalling wood decks:When replacing roofing,the existing wood roof deck may have to be
renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior
to removing the existing roof system).
3. Common roofs:Common roofs are those which have no visible delineation between 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 to be performed.
4. 15,L Exposed Ceiling: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
penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the
appearance.
5. _Ponding water.The current roof system and/or deck of the building may not drain well and may
cause water to pond(accumulate)in low-lying areas of the roof.Pounding can be an indication of structural
distress and may require the review of a professional structural engineer.Pounding may shorten the life
expectancy and performance of the new roofing system.Pounding conditions may not be evident until the
original roofing system is removed.Pounding conditions should be corrected.
6. E-.L Overflow scuppers(wall outlets):It is required that rainwater flows off so that the roof is not
overloaded from a buildup of water.Perimetededge wall or other roof extension may block this discharge if
overflow scuppers(wall outlets)are not provided.it may be necessary to install overflow scuppers in
accordance with the requirements of Sections R4402,R4403 and R4413.
7. a 1--•••VgnVIaVor:fftrst pd structures should have some ability to vent natural airflow through the
intedor of4l:e 6tnMre"0gibtk(the building itself).The existing amount of attic ventilation shall not be
reducls J indyl&Weftiat toacdt sider additional venting which can result in extending the service life of the
roof.
OwnMgdbt'sSigrl4ure;. DO : : (Con SignatUrs Date
Revisedsr71W2009.D : •:•
. . . . . . . . . .
Tile Roof System
MIAMIaADE
EM Miami-Dade County HVHZ Electronic Roof Permit Form
"Delivering Excellence Every Day" Section D Tile Roof System
Roof System Manufacturer:I BORAL ROOFING LLC
Notice of Acceptance Number(NOA): 12-0904.12
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): 40.4 psf
Fill In the speciflc roof assembly components.tf a component is not required,Insert not applicable(n/a)In the text box.
Deck Type: --5/8" Plywood--
Optional Insulation:
NA
Optional Nailable Substrate:
NA
Roof Slope: "/12" Optional Nailable Substrate Attachment:
NA
Roof Mean Height: 14 ft. Basesheet Type:
Method of Tile Attachment: ASTM FELT D226 30#
--Adhesive, Medium Paddy Polyfoam Polyprc--
Fastener Type for Basesheet Attachment:
Alternate Method of Tile Attachment per NOA: 1-1/4"RS NAIL&TIN CAP 1-5/8"
NA
Tile Underlayment(Cap Sheet)Type:
--3"face 26 a.-- ASTM FELT 90#
Drip Edge Size&Gauge: 9
Tile Underlayment Attachment Method:
Drip Edge Material Type -Galvinized Metal-- j HOT MOP ASPHALT
Drip Edge Fastener jyp% $ N&4 4"AC Tile Profile:
•. .: .': : 0000 SAXONY CONCRETE TILE FLAT
Hook Strip/Cleat gauge or weight --�Serect Kook Strip-
. •.• . •.• . .
... . .
.. . . .. . . . . . .
.
... .. .... :9 . .
... . . . . •.• . .
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
S�tla►B• t '
f"1® Mlaml-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 the systems,use Method 1. Compare the values for Mr with the values from W.If the Mf values are
greater than or equal to the Mr values,for each area of the roof,ten the tie attachment method Is acceptable.
P 1: -39.1 X 0.278 = 10.87 -Mg: 7.59 =Mr1: 3.28 540.4 NOA Mf
P 2: -68.1 . XX 0.278' a 18.94. -Mg: 7.59 . =Mr2: 11.35 540.4 NOA Mf
P 3: -100.7 X I Q.278 = 28.00. -Mg: 7.59 =Mr3: 20.41 540.4 NOA Mf
Method 3"Uplift Based Tile Calculations Per RAS 127"
For Uplift based tie systems use Method 3.Compare the values for Fl with the values for Fr.N the F values are greater than or equal to the Fr values,for
each area of the roof,then to tile attachment method Is acceptable.
P1: X1:�= XW'�=�-W®= XCos g: Fr1: :9 NOAF
P2: X1:�=�XW:�= -W�=� XCos g: =Fr2: SNOAP
P3: X1: =®Xw:�=®-W:®=® Xcos 0. Fra:®!9 NOAP
Where to Obtain Information to complete tie calculations
Description Symbol Where to Find
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 X Product Approval(NOA)
Restoring Moment due to Gravity Mg Product Approval(NOA)
Attachment Resistance Mf ProductApproval(NOA)
Required Moment Resistance Mr calculated
Minimum Attachment Resistance Product Approval(NOA)
Required Uplift Resistance •• ••i •Ft ••• ••• Calculated
Average Tile Weight W Product Approval(NOA)
Tile Dimensions : : l •�leagth •• Product Approval(NOA)
•• • w=rWdth• ° i i i
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
IAMWM
MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www-miamidade.8ov/sera
Boral Roofing LLC.
7575 Irvine Center Drive,Suite 100
Irvine,CA.92618
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section
(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this
product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted
manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Saxony(Shake,Slate,Split Shake)Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following
statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or-if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available foriAsicll It tileIo,sheat t
• he request of the Building Official.
.. .
. .. . . . . .•. .
This renews NOA#1Zs0VA25 Ad'oo'nsW o€pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
..• • .•.
e,,,, E • • • ••• NOA No.: 12-0904.12
� ��� � Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 1 of 8
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
I. SCOPE
This renews and revises a system using Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as
manufactured Boral Roofing LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance.
For locations where the pressure requirements, as determined by applicable Building Code does not exceed the
design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4
herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Test Product
Applicant Dimensions Specifications Description
Monier Lifetile LLC 1= 16'/2" TAS 112 Flat,interlocking,high pressure extruded concrete
Saxony(Shake,Slate and w= 12-3/8" roof tile equipped with two nail holes. For direct
Split Shake)Tile .6"thick deck or battened nail-on,mortar or adhesive set
applications.
Trim Pieces I=varies TAS 112 Accessory trim,.concrete roof pieces for use at hips,
w=varies rakes,ridges and valley terminations.
varying thickness Manufactured for each tile profile.
2.1 MANUFACTURING LOCATION
2.1.1. Lake Wales,FL.
2.2 EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Revort Date
Redland Technologies 7161-03 Static Uplift Testing Dec. 1991
Appendix III PA 102&PA 102(A)
The Center for Applied 94-084 Static Uplift Testing May 1994
Engineering,Inc. PA 101 (Mortar Set)
The Center for Applied 94-060A Static Uplift Testing March, 1994
Engineering,Inc. PA 101 (Adhesive Set)
The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995
Engineering,Inc. PA 102
•• ••. (2 Quik-Drive Screws,Direct Deck)
The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995
Engineering,Inc. • • • • • •••
PA 102
.. .
•. •; ;'; •. (2 Quik-Drive Screws,Battens)
The Center for Applied '• ••• 234721 ' ' Static Uplift Testing March, 1995
Engineering,Inc. PA 102
• •;• •;• •.(1 Quik-Drive Screw,Direct Deck)
NOA No.: 12-0904.12
MeiM •• :0 •• :0 0.0 Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 2of8
. . . . . . . . . .
0% .
.. .. . . . .. ..
. . . .. . .
2.2 EVIDENCE SUBMITTED:
Test Aaencv Test Identifier Test Name/Report Date
The Center for Applied 25-7214-5 Static Uplift Testing March, 1995
Engineering,Inc. PA 102
(1 Quik-Drive Screw,Battens)
Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991
Appendix II PA 108(Nail-On)
Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994
PA 108(Nail-0n)
Redland Technologies P0631-01 Wind Tunnel Testing July 1994
PA 108(Mortar Set)
Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993
screw vs.smooth shank nails
The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994
Engineering,Inc. Test#MDC-77 PA 100
Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998
Service 520111-4 PA 101
Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999
Service PA 101
Walker Engineering,Inc. Calculations Aerodynamic Multiplier June 2007
Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996
Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996
Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996
25-7804b-8
25-7804-4&5
25-7848-6
Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995
Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999
Walker Engineering,Inc. Calculations Restoring Moment Due to Gravity June 2007
Nutting Engineering 129 TAS-112 Jan.2007
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test
in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code
Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped undelfaym int athl icatiols M* te installed perpendicular to the roof slope unless stated
otherwise by the underlaxmeni np tgrij jiaWte,ers published literature.
3.6 This acceptance is for•,6oYJec0 applications.Minimum deck requirements shall be in compliance with
applicable building code.
. ... + ... . .
•• • • •• • • • • • • NOA No.: 12-0904.12
PPR ••• ••• • • • Expiration Date: 12/16/17
Approval Date: 12/06/12
••• • • ••.
Page 3of8
4. INSTALLATION
4.1 Saxony (Shake, Slate and Split Shake) Concrete Roof Tile and its components shall be installed in strict
compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight(W)and Dimensions(1 x w)
Tile Profile Weight-W(lbf) Length-1 (ft) Wldth w(ft)
Saxony(Shake, Slate and Split 11.8 1.375 1.02
Shake)Tile
Table 2: Aerodynamic Multipliers -X( )
Tile ).(ft) (fe)
Profile Batten Application Direct Deck Application
Saxon Shake, Slate and Split Shake Tile 0.185 0.200
Table 3: Restoring Moments due to Gravity-Mg(ft-lbf)
Tile 2"•12" 311•12" 4"•12" 5"•12" 693•12" 7"•12"or
Profile greater
Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct
(Shake, Deck Deck Deck Deck Deck Deck
Slate and 6.63 7.14 6.56 7.07 6.47 6.97 6.34 6.83 6.18 6.66 6.02 6.48
SPIR
Shake)
Tile
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••• i • ••• i • i•i i i NOA NO.: 12-0904.12
MIAh16D�►D • •• • •• • • •
•••• ••• • ••• • • • Expiration Date: 12/16/17
Approval Date: 12/06/12
••• • • • • ••• • •
Page 4 of 8
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
Table 4: Attachment Resistance Expressed as a Moment-Mt(ft-lbf)
for Nail-On Systems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile (min 15/32"plywood) (min. 19/32"
plywood)
Saxony(Shake, 2-10d Ring Shank Nails 30.9 38.1 17.2
Slate and Split 1-10d Smooth or Screw 7.3 9.8 4.9
Shake)Tile Shank Nail
2-10d Smooth or Screw 14.0 18.8 7.4
Shank Nails
1 #8 Screw 30.8 30.8 18.2
2#8 Screw 51.7 51.7 24.4
1-10d Smooth or Screw 24.3 24.3 24.2
Shank Nail Field Clip)
1-10d Smooth or Screw 19.0 19.0 22.1
Shank Nail Eave Clip)
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)
Table 6: Attachment Resistance Expressed as a Moment Mt(ft-lbf)
for Two Patty Adhesive Set Systems
Tile Profile Tile Application Minimum Attachment
Resistance
Saxon Shake Slate and Split Shake Tile Adhesive 31.3
1 See manufactures component approval for installation re uirements.
2 Flexible Products Company TileBond Average weight per patty 13.9 grams.
3Mn"2-Component Foam Roof Tile Adhesive AH-160.Average weight pera 8 grams.
Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf)
for Single Patty Adhesive Set Systems
Tile Profile Tile Application Minimum Attachment
Resistance
Saxony(Shake, Slate 3M 2-Component Foam Roof Tile Adhesive AH-160 118.9
and Split Shake)Tile 3M 2-Component Foam Roof Tile Adhesive AH-160 40.4
3 Large paddy placement of 45 grams
4 Medium paddy placement of 24 grams
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. ... . ... . .
••• • •• • • • NOA No.: 12-0904.12
APPROVEDuNn ••: : .•: :• : •. Expiration Date: 12/16/17
Approval Date: 12/06/12
�•� • • • •�• • •
Page 5of8
Table 8: Attachment Resistance Expressed as a Moment-Mt(ft-lbf)
for Mortar or Adhesive Set Systems
Tile Tile Attachment
Profile Application Resistance
Saxon Shake Slate and Split Shake) He Mortar Set 43.9
5 Tile-Tite Roof Tile Mortar.
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following
statement:"Miami-Dade County Product Control Approved".
Or BORAL-LIFETILE
BORAL ROOFING LLC,SAXONY TILE(LAKE WALES FL)
LOCATED UNDERNEATH TILE
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code in order to
properly evaluate the installation of this system.
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.. . . 0
. %:.. . . . . ... .
. . . .
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. ••• . ••• . .
•• • • •• • • • • • • NOA No.: 12-0904.12
Mi •• • •• • ••• Expiration Date: 12/16/17
Approval Date: 12/06/12
••• • • • • ••• • •
Page 6of8
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
PROFILE DRAWINGS
PSL HOLES •
e�
13118"(abb
15118"0"k
17'" OVERLAY
12 31W
VMTERLOCK
SAXONY CONCRETE ROOF TILE(SLATE MODEL)
N
• • •• • { '?
00
1 ,
µ-.
SAXQNY.VpNCRF..TF.U0OF.TILE(w PLIT SHAKE MODEL)
••• i • ••• i • i•i i i NOA No.: 12-0904.12
1hIb�D,1� 00: i• ••i i• i ••• Expiration Date: 12/16/17
Approval Date: 12/06/12
••• • ••• •
Page 7of8
••• • 0 0 ••• 0 •
yam.,+�
SAXONY CONCRETE ROOF TILE(SHAKE MODEL
END OF THIS ACCEPTANCE
. .. . . . . ... .
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'.• : • '.• : • : : : : NOA No.: 12-0904.12
MU1M A'''O E D Y ••i i •s i i i • Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 8 of 8
• • • • • • • • • •
MIAMI-DADS COUNTY
MIAH PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
3M Company
3M Center Building 0220-05-E-06
St.Paul,MN.551441000
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product
or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: 3MTM 2-Component Foam Roof Tile Adhesive AH-160
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A 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 ite at the request of the Building Official.
000 This NOA revises NOA 13-0502.0 andcbnsAts of as;1%rough 11.
The submitted documentation was wtiawSd W,4eK igeia,••'
• • • • NOA No.: 14-0805.01
MIAMt•DADE COUNTY •• • • • • •
• 000 i' • i '•' Expiration Date: 05/10/17
Approval Date:09/04/14
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as
described in this Notice of Acceptance.For the locations where the design pressure requirements,as determined by
applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing
Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using 2-Component
Foam Roof Tile Adhesive AH-160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive
Foam Roof Tile Adhesive
AH-160
Foam Dispenser N/A Dispensing Equipment
RTF1000
ProPack®30&100 N/A Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment
resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive.
MANUFACTURING LOCATION:
1. Tomball,TX.
PHYSICAL PROPERTIES:
Property 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./Ft-
Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch
Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks
•• ••• +6.0%Volume Change @158°F., 100%Humidity,2
• weeks
Closed Cell Content •• •; ��iT'+�I 6••• 86%
Note: The physical properties listed above are presentectas typical average values as determined by
accepted ASTM test methods and are subject to normal manufacturing variation.
. ... . ... . .
• • • • •000 • • NOA No.: 140805.01
hq Moe►oe�D • • • • Expiration Date: 05/10/17
••• ••• • • Approval Date:09/04/14
Page 2 of 11
EVIDENCE SuBmn-r D:
Test A¢encv Test Identifier Test Name/RenoDate
Center for Applied Engineering #94-060 TAS 101 04/08/94
257818-IPA TAS 101 12/16/96
25-7438-3 SSTD 11-93 10/25/95
25-7438-4
25-7438-7 SSTD 11-93 11/02/95
25-7492 SSTD 11-93 12/12/95
Miles Laboratories NB-589-631 ASTM D 1623 02/01/94
Polymers Division
Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93
Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94
01-6739-062b[l] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96-1 TAS 114 03/14/96
P36700.04.12 ASTM D 1623 04/18/12
P39740.02.12 TAS 101 02/21/12
TAS 123
Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98
528454-9-1
528454-10-1
520109-1 TAS 101 12/28/98
520109-2
520109-3
520109-6
520109-7
520191-1 TAS 101 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. 3Nr 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high file 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 3Mm 2-Component Foam Roof Tile Adhesive AH-
160 roof file adhesive with their tile assemblies shall test in accordance with TAS 101.
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida.4dzpinistrative Code. •
. .. . . . . ... .
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. ... . ... . .
• • • • • . • NOA No.: 14-0805.01
MIAMIDADE COUNTY •• • • •• • • • • • •
II�� ...• ..: :• ..: :• : •.• Expiration Date: 05/10/17
Approval Date:09/04/14
Page 3 of 11
••. . . . . ••. . .
. • • • . • . . • •
• •• •. • . • •. ..
•.. • • • ... . .
INSTALLATION:
1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof file assembly having a current
NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-
160.
2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component
Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive
attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient
attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County
Roofmg 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
(13)•
6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or
ProPack®30& 100 dispensing equipment only.
7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutes after 3MTM 2-
Component Foam Roof Tile Adhesive AH-160 has been dispensed.
9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in
accordance with the'Placement Details'herein. Each generic file profile requires the specific placement noted
herein.
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■ • • • • • . • • • NOA No.: 14-0805.01
•• • •• • • • • • Expiration Date: 05/10/17
MIAMFDADE couNTr • •• • •• • • •
•.• • ••• • • Approval Date:09/04/14
Page 4 of 11
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
Table 1:Adhesive Placement For Each Generic Tile Profile
Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram
Area Weight
Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65
Profiles
Flat,Low,High Profiles #1 17-23 sq.inches 45-65
Flat Profile #2 10-12 sq. inches 30
Low Profile #2 12-14 sq. inches 30
High Profile #2 17-19 sq. inches 30
Flat,Low,High Profiles #3 Two Paddys: 8-9 sq.inches at 12 grams per paddy
head of tile 9-11 sq.inches at
overlap
Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead
edge)20-25 sq.inches each
bead
Two Piece Barrel(Pan Tile) Two Piece 65-70 sq.inches 34 grams under pan
LABELING:
All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the
manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved"or the Miami-
Dade County Product Control Seal as shown below.
MIAP94DADECOUMTY
•�
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
• •• • • • • ••• •
•• ••• •• • • • ••
• ••• • ••• • •
• • • • • • ••• • • NOA NO.: 14-0805.01
•• . • •• • • • • • • Expiration Date: 05/10/17
MU4P7M�E COUNTY • •• • •• • • •
Approval Date:09/04/14
Page 5 of 11
•
•• •• • • • •• ••
••• • 0 0 ••• • •
ADHESIVE PLACEMENT DETAIL#1
ftiWr a Flat/Low Profile Tile
1. Starting at the eave course,apply a minimum 2"
(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
of the tile being set.
2. Continue in same manner.Insure approximately 17
(109.7 cm2)—23 (148.4 cm)square inch adhesive
contact with the underside of the tile.
loan
,s
ea�ekrourra_--�
wai1ffirough WMW* Medium Profile/ Double Pan Tile
1. Starting at the eave course,apply a minimum 2"
(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
. .
2. Continue in same manner.Insure approximately 17
(109.7 cm)—23 (148.4 cm)square inch adhesive
contact with the underside of the tile.
�ina{agat�•-'"'�
r
eta �l•a�et High Profile/Single Pan Tile
fl a
1. Starting at the eave course,apply a minimum 2"
h (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam
paddy onto the underlayment positioned as shown
under the pan portion of the the closest to the
a • overlock of the tile being set.
2. Continue in same manner.Insure approximately 17
s= (109.7 cm)—23(148.4 cm)square inch adhesive
contact with the underside of the tile.
16
PiMEM i•• • •• i•• i i NOA No.:14-0805.01
MIAMFQADE COUM'Y • • • • • • •
• •• • •• • • • Expiration Date: 05/10/17
• • • • Approval Date:09/04/14
Page 6 of 11
• •• •• • • • •• ••
ADHESIVE PLACEMENT DETAIL#2
amena _.P T&) Flat/Low Profile Tile
1. Starting at the eave course,apply a minimum 2"(50.8
W
mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the overlock of
w r'1lab21n the tile being set.Insure approximately 17(109.7 cm)
—23(148.4 cm)square inch adhesive contact with the
underside of the tile.
' 2. At the second course,apply a minimum 2"(50.8mm)
�a ~`
FaWa x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
„ underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
being set.
3. Continue in same manner.Insure approximately 10"
(64.5 cm)- 12(77.4 cm)square inch adhesive
contact with the underside of the tile.
i h8ic�ananY Medium Profile/Double Pan Tile
poen. nib 1. Starting at the eave course,apply a minimum 2"(50.8
mm)x 10"(254 nun)x 1"(25.4 mm)foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set.Insure approximately 17(109.7 cm)—
' ' ate. 23(148.4 cm2)square inch adhesive contact with the
underside of the tile.
2. At the second course,apply a minimum 2"(50.8mm)
�o x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner.Insure approximately 12"
(77.4 cm2)- 14(90.3 cm)square inch adhesive
contact with the underside of the tile.
.. ... . . . . . ..
(Instructions continued on next page)
. .. . . . . ... .
e *go
e •
.. ... .. . . ..
• • • ; • ; .. . • NOA No.: 14-0805.01
MIAMIR ADE COlNV7Y • • *00
•• • • g• i Expiration Date: 05/10/17
e•• • ••• ' Approval Date:09/04/14
Page 7 of 11
••• • • • ••• •
t �
ADHESIVE PLACEMENT DETAIL#2(CONTINUED)
High Profile/Single Pan Tile
1. Starting at the eave course,apply a minimum 2"(50.8
mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
the being set.Insure approximately 17(109.7 cm)—
"` -
21M. 23 (148.4 cm)square inch adhesive contact with the
s
a underside of the tile.
,. 2. At the second course,apply a minimum 2"(50.8mm)
x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner.Insure approximately 17"
(109.7 cm)- 19(122.6 cm)square inch adhesive
contact with the underside of the tile.
.. ... . . • . . ••
. .. . . . . ... .
.. ... .. . . . ..
. •.•
• .' ••• .
0 i••
NOA No.: 14-0805.01
•• • • •• •• • • • Expiration Date: 05/10/17� �®� ••• • "' • ' •
Approval Date:09/04/14
Page 8 of 11
. . . .
V: • • • •
• .. ..
010 .:. :' ':
ADHESIVE PLACEMENT DETAIL#3
twhM w� � mgr til
1. On the eave course only,apply a minimum 2"(50.8
sau111 • mm)x 10"(254 mm)x V(25.4 mm)foam paddy
• onto the underlayment positioned as shown,under
1a the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
4z4brL to the overlock of the tile being set.Leave
approximately 4"(10 1.6 mm)up from the eave
1°a,a edge free of foam to prevent the expanded adhesive
an X4 from blocking the weep holes. Insure
• approximately 17-23 int(109.7-148.4 cm)of
a r; adhesive contact with the underside of the tile
2. Apply a 4"(101.6 mm)x 4"(101.6 mm)x 1"(25.4
mm)foam paddy onto the underlayment just below
�
Tthe second course line positioned foam paddy
under the strengthening rib for flat tile,or under the
4epeftundwMe pan portion of the tile,closest to the underlock for
t
Pka JbftmmtBW the second course tile to be installed. Insure
approximately 8-9 int(51.6-58.1 cm)of adhesive
swum contact with the underside of the tile.
apdand
Mtow (Instructions continued on next page)
� z4fth
z4sweb .
061. 261.
EmaCkwFe
FWKb
NhOwn protiloTlis
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. ... . ... . .
• • • • • ' ' ' NOA No.:14-0805.01
MU4MM ADECOUNTY • • • • ••• • •
1 •� ;• • ' ' ' : : : Expiration Date: 05/10/17
••• • ••• • ' ' Approval Date:09/04/14
Page 9 of 11
• • •
ADHESIVE PLACEMENT DETAIL#3 (CONTINUED)
a
t a 3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x 3/4"
(19 mm)paddy on top of the eave course tile
Banew c surface as shown,on top of the strengthening rib
Phftfor flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
own Install second course of tile.Insure approximately
4194o,,, F, 9(58.1 cm2)- 11 (71 cm)square inch adhesive
3= � contact with the underside of the rile at the overlap
and 7(45.2 cm)-9(58.1 cm)square inch
top adt
adhesive contact with the underside of the tile at
the head of the tile.Continue in same manner.
to aft"P
Hip Profile THO
.. ... . . . . . ..
.. ... .. . . . ..
• • ' ' ' • • • NOA No.: 14-0805.01
MIAMI•QADE COUNTY '•• i • �•• i • i•i i i
• • •• • •• ••• Expiration Date: 05/10/17
••• ' "' ' Approval Date:09/04/14
Page 10 of 11
. . . . • • . • • .
... . • • •.. .
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
Two Piece Barrel(Cap and Pan)Tile
1. Starting at the eave course,apply a minimum 2"
9n°�® neaIn zonWt wfth the pant ft n .ss"°7°�'M' se•.�' reo 50.8 mm x 10" 254 mm x 1" 25.4 mm foam
2)Tm=vmupWedwmPb= In paddy onto the underlayment positioned as
tel hLhomouWd®edg•efcar•rtgo. shown under two adjacent pan tiles.Support eave
T1mk tMth. e2oto
zs,q.tn asa•►•a ° tiles from rocking until adhesive has a chance to
cure.
a2'
° 2. Continue in same manner bringing two pan
° courses up toward the ridge.Insure
approximately 65(419.4 cm2)—70(451.6 cm)
square inch adhesive contact with the underside
of the pan tile.
e��or
3. Turn covers upside down exposing the underside
w ,h•i Fara^, of the tile.Apply a minimum 1"(25.4 mm)x 10"
(254 mm)bead of adhesive directly on the inner
Romovtopportkan-Ma a mco-vtotoreirtHo Abuttoeacmwoww"of edge of each side of the cover tile.Leave
sa•a. • e• of ' " a'a '�"ti" i approximately 3/4"(19 mm)to 1"(25.4 mm)
Two Piece Barrel-High profile Tile from the outside edge of the tile,inward,free of
foam to allow for expansion.
4. Turn cover tile over after foam is applied and
place onto plan tile course.Insure a minimum of
20(129 cm}-25(161.3 cm)square inch
contact area on each side of the cover tile to the
pan tile.Continue in same manner.Trim away
any cured exposed foam adhesive.Pointing of
longitudinal edges of the cover tiles are
considered optional.
5. When additional nailing is required,2"(50.8
mm)x 4"(101.6 mm)hailers or the tie wire
system using galvanized,stainless steel,or
copper wire and compatible nails may be used.
END OF THIS ACCEPTANCE
.. ... . . . . . ..
.. . .
..• • .
. .. . . . . . .
00 0
. ... . ... . •
o • i ' i i•• i i NOA No.: 14-0805.01
MIAMM ADE C0IJNTY •• • • •• • • • • • •
�� •• • .• • ••• Expiration Date: 05/10/17
Approval Date:09/04/14
Page 11 of 11
or
• • • • • • • • • •
SwAtan
L! 1� Mhrmi-Dade Country HVHZ Electronic Roof Permit Form
Section C Page(Low Slope Roof Systems)
"VON—ring E—erl—EV-71 DW
FM to the speof fo roof assembly components.9a component Is not required,insert not4"Hicabig{nle)in the tent box.
ROOF SYSTEM MANUFACTURER: I GA' Top Ply.
GAF MINERAL CAP SHEET
Product Approval (NOA): 14-0611.01 gyd"1+yps; E1 Top Ply Fasterdng 1 Bonding Material:
Wind UplIR Pressures,From RAS 128 or Seated Calculations: HOT MOP ASPHALP
(131) Field: -42.8 pni Surfacing: GRANULES
SINGLE PLY MEMBRANE:
(P2) Perimeters: -71.1 psf
Single ply Manufacturer 1 Type:
(P3)Comers -106A psf INA
Maximum Design Pressure From NOA: psi
® �6 Single Ply Sheet 1Nldth: 112 Sheet Width:�"
Roof Slope 0.60 ":12 Roof Mean Height 11L
No.of Single Ply 112 streets:KI
Pwapat Walls: 0 No ❑Yes Parapet wag Height; R Single Pty Membrana Fastening/Bonding Material:
NA
pack Type; —51$"NP�lywood» FASTENER SPACING FOR BASESHM ATTACHMENT
Support Spacing:r• p ck ❑SINGLE PLY MEMBRANE ATTACHMENT
Atiemate Deck Type: NIA 1.Field: "o/o®taps&a raves a°ala
Existing Root:
SAME 2.Perimeter. °010(off Laps&a rows IF]"ole
Fie Barrier WA 3.Comer.I.:..l ft cla®Laps&Elrows m"oto
Vapor Bander. NUMBER OF FASTENERS PER INSULATION BOARD:
WA 1. Reld:191 2. Perimeter.[H] 3. Comer.El
Anchor Sheet: insulation Fastener Type:
WA NA
Anchor Sheet Fastener t Bonding Materiah
WA WOOD,NAILtBt TYPE AI>i'D SIZE:
T7C8"FACIAL BOARD
Insulation Ike Layer Size&Thickness:
WA Wood Nailer Fastener Type and Spacing:
Insulation e Layer Fastener t Bonding Material: WOOD NAIL 16D EVERY 16"OC
Ba
WA EDGE&COPING METAL SIZES:
Insulation Top Layer Size&Thickness: Edge Metal Material: —0aivanizeid WA
--
WA Edge Size --W lace 26 9a.--
Ins6lation Top Layer Fastener t Bonding Material• Hook Strip Site: EDGE EDGE METAL HOOK STRIP SIZE—
N/A Edge Metal Attachment :
Base Shears)&N0.of Ply(* 1-114"RS NAIL 470C
GAF GLASSBASE 75#(1)PLY
Base Sheet Fastener/Bonding Material: Coping Material --SELECT PARAPET WALL COPING MA7ERIAI.-
1-lie RS NAIL AND TIN CAP 1-SW • Coping Sbw•%EMLECTI COPING METAL SIZE OR THICKNESS—
Piy Sheet(s)&No.of Ply(# • • • • • • • • •
• • • Hook Snip� CT COPING METAL HOOK STRIP SIZE--
GAF RUBEROID 20{1 PLY • •• • • • • ••• • Parapet
�p nt
R i •.• Pere
Ply Street Fastener!Bonding Matmial: •• NA
HOT MOP ASPHALT
000 0:0 000 000 0 0
... . .
0
• . . .•
i
EdgeNalMle Deck
MIDtADE Miami-Dade County HVHZ Electronic Roof Permit Form
TellmingExcellence Every Day"
Illustrate Components Noted and Details as Applicable:
TOP Ply
Werplles
Base Sheet ,
Roof Mean Height: 16 ft.
9 it ski A Drip Metal:
3"X3"GALV 26G
Surfadag
Drip Metal GRANULES
Top Ply:
_ GAF MINERAL CAP SHEET
- Interplies•
BEROID 20
GAF RU
w Base sheet:
Rent Deck GAF GLASSBASE 75#
�a
Deck Type:
PLYWOOD Sir
.. . . %: 0
. .. . . . . ••• .
• •
.. ... .. . . . ..
• ••. . .
00 0
.
•••
...
• •
. . . . . . . . . .
•• •• ••• •1• .' •:
M lock DIC Iecnaat 112
Ilnatsat#cn OptbMO:—Arvy thttkness perUM or wood Aber or allss Aberar poyrisacpmtroba mechanically fa Wed or adhered with
00"M . 4aseaaMg6 or any ULOwafflad wmiamwadi astm
amt* --one PlyType Gx'OA1ft"s O75 Base Show er-w-my nn ease show mAO"Way fastonea
P&ISher�"ttt-Poiyy#75 am m1 ad w8dt�hotr o 9 as�tt�� Ftp Ptr 6'or7ype G2"GAFLa1A5O#7s Beer
Csp Shaea—Ons ptyTy�913"QRPG1A5Q0 Mtamal 9uefarad Cap Sheat"AGy adhered tdtir hot rooAAg asphalt
SOrfaeiaat—"iOPCOATO RAeraftlev"or IGPCOAT®MB Pius-WNW Or'Platdx 372"applMd at a rata of 2•ON?(1CO-D$.
17.089x0 C-15132 InMe:112
insukuon topR4onaf)a--nay tldaca8ss parift or wood or 10=fiber or p*lwyaawa"medtardsa y taehanod or adharod www
CM IAt. y8tlad Pasterdno SYatem"or any UL Clastlfled tnadatIm adhesive.
easier soden—Hk*mea ill-lel.thiikisear$ia padQtsvwm 1LC"Denwedo Roomeard"or gmnsoedt Prig Padboard"or
"Denson*DwaGUatd+"Imoiboard"or a9Afmum WIL thIck Umlad States QYprxtm Corp,TEMIOG®Roof Board"(1"PAX-M or
"SECURCOM GIM4 at Roof Board"(Type SUM)madhanllfy fastened cradhared wnh Oft I="oiylmnd Pasteabrp SyatenP'or any
UL Classinad Insulation adheom wkh tt1atnts h the banter'board products etaggered a mbtbnum of 6-im from ptyamod dedt1andsr.
Bass Shise t—One*lVpe 92"ONCAASO#75 Sassshoo!"or-W-Ply TES nese shed"medwa aNybBamed
Shy ri O !79 eme�5lroot' OIL adh0ltPMM Ply ered vfith hot o -PpIIVyn44aa*.or'QAFGiASO Plat Ply 8"orTypu 02"QWGLAS®OIs Ban
cop BReett�1te ply TWOS Moral Surfaced*p�SheW ildty adhered with hat moAno aspheK.
sutfa9bw—nOPCOATO ewayftto"°or"IDPCOATO NO Wer-WbW or"MaWx 332"applied at a rate of 2-gal UlD-ftx.
iS.009b NC ladb st 1
b0atadatr(ep*Io001)1—AIry tMrtatess pedaa arwood Aber ar gt�e Abflror ptliYtsocyanurate meehorllca8y fadtetlel or sddered hdtb
OMS low.'OlyBond thaeteatag Syet•m°or hhay UL Lless>lted laadation adhatbro.
am BArreq—One ply"QAPGiAS®Stratrnvant Blathrabrr Vwmna Baer SAeat"arlVpe 62 Adly adhered wRb hot roofing asphalt
Pv Shaeta--OAo or fwo p1{es'RobaeldS Map Smtlotlr"cr"Rnberob*tap Smamb 1.G"vr"Roberold®Map Sm"th Phe"or
`Ruberoldlp ZC or'7Wbe+Otd!2D HP'fWly adhered"Ab hot roofing asphalt
1MlemdMOU-•ORaptj•LEAS®Mineral SUftCed Cap Sbda*hdlyt adhare4v tt batr•cAAg asphalt
Shtrf cher—"IDPCDATO 6pergyCotdTM ar"IOPGDATO M$Plus-Whlte or"Matrbt 372"*Mggd at a rata of 2-gWAOD-fO.
29.Dewo C-15132 inane 1
id8alalT�two"
af�—My gddraess perMa arwood Aber ar ota�Rt�or ar polytsocyanurate mechanically fastened or adhered wRh
OM61oc."OBtllitl B•hStardAa SYdtOm`anally UL Claaalfied ipaehtation adtreebre.
trerrasr eeasrdt—Dpnlmom W lhldt Gear4yt!PadRC G tLC"oeAtDaCk�Roolboard"or"DwUDw*Prime®Rooflroard"or
"oadaDeC&1?araGtmrd"I RooAroard`or ndnhrnuth tA-in,ttt�lbdied stat+m Qypaam Carp."SECUROCKO Roof Board"(hype FRX G)Or
"S9CttROCK�Gta�-Mat Rauf tTacar4"(Type S�lRit}roectlaAkalSt/fastonad�adhenMl wilt OMGf Irm,a Fastmdng S m"or airy
ULCtessiAed bnsUtatioa adttaslvaudth huttsaabD bt the isarrMrboard prarWtlS staggered a aWdmum of from plywood deck jdnts
bate Sheatt—Ona ply SUataveAt BRtrdllatOr Venting Rasa ShatQ'tLHY adberM wO bot tooling asphalt
amply"t t t� Cap S tidSy�adharpad wltUmtlaM! adheradwith Pott roaflAg asphalt
rbdit asphalt
Su rboingr—"PDPCOXM 90argyCote'"or"t'OMWO M8 Plus-WhRe"or'44strbt 322"applied at a rate of 2 gat/10W.
20.Dodo C-35/x! 2"Itael 1
sass MOM—One Ply lype 62 WJ%t4SO d7S Suse SheSe Or'ftWy*#lye Sm Sir W mW*slUeatty lastaw&
Insulatbn(Opdomi*--Arty thickness,oramhla tumn pwft orwood ffisar or glass Ow or poiylseeeya ,mechaoically fastened
orhat mapped or adhered wDh OMB lac.CVBXM Fastont0g system"Of any ULGaseU[ad OWARIon dire
ansa Siheets—Otte ornlora pDae"Rlrb=Mo 20-or'Raberalft 20 H1"or"Fwbemtd®MtlldRed Base Sheet',hot mopped or
mechanically aMadtad.
Cap Sheet--Ona pplyTypo 63*GAFCaASO Mineval Surfaced Cap Sheet"Or`Td-Ply®Mineral SwAwd Cap Sheat"or*GAFGLASS
GM"vCeP""SIw=Typo
adcap Sheol."
4lataas
L aadn C-19132 Inchon 9-112
Iastdatin(Optioaal)i—Ona or awe layerspedaa or wood AbererCUM ftworpolyisocyanurateorurethane:or
pertlteJpo1yHIocya1unate camposlte or peHlte/ureftne compos he orwaad flber/yullytsAcyanurabe or phenak any thicimess.
ply Shaw—Tem er mora pflasa Pty 4"m"r*PW Pty 4"ar VAFO ASS PIy G"methenicaay fastened
Cap Siw"m—Type 63"QAl4 Miaaral t urbead Cap ShoW or wr a-P"Mineral SudWzd Cap ShaW or*ZWMASO 6lerayCaym
OUR Hhnral Suhfesad Cap sow,tLpy adhered with but Waft asphalt.
2.0ecM C-35192 Indlaat 9.112
[n•ulatdoe(Opttona!)t—one or awwe Is"M petite or wow Aber or aims Rbm•or polywocyanurate oruredrmre or
psdite/polYteoeyanhuate compae M or pedtt8/e"Nums eo"W"ft aevmod flberlPdllisocYanarata etltapos"Or phenate,MY thtdtmam
baseshaste—Two or more PAN"Bi orlwo 02 or Q3.
Mambranet--Ona or more plies"NOwdWrarch Smaoth"Or"Ruberoldtr3 Torch Grassda"or"RuberoldO Torch Grawle PWs or
"AaberaW Hap Samath"or*nubwvh*Mopsmo seh LS"or"AstbwaidO Map Sommh MaO ar'ybrWe*MG Mop ormft*or"RUberafte I
Mop!Nue Qramde"or^RODt'tUtch""SOS MOdMet Qranatar"or'rd-PIYO SGS ModW%d Bitumen Memlaane"ar"ROOFMsftb'"APP
MOdMsd Gtaadar"or**WPty4W„t�.P-_W GP"1041 tlL'w0bo olds Dal Smooth."
Cap Biheat:— fiD tlktY� 1Q3o1•Td-PiY�Mkteral SurEacad cxp sheet"or"QAFGIAS�61eroYCAP"'BUR
Minare!t3lafAoed Cap N w�l hO_t ryppag aspimiG
• • • • • • • • • •
3.Beale C-IW32 •• ••• .• • tfiloves 24;
• ••• . ••• a••
•• • • •• • • • • • •
hup//database u#.c�►>x li�tiin/X /ta><> iat�/i.I9�XTi1FRAM /showpage htlnt713ame--T... 612712013
. . . . . . . . . .
. .. .. •.. . .• ..
... . . ... . .
M1AMMIAMI DADS COUNTY
• !•UADE PRODUCT CON'T'ROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
HOARD AND CODE ADMINISTRATION DIVISION T(786)315 2590 F(786)31525 99
_NOTICE OF ACCEPTANCE(NOA) WWW miamidad%&0t Wnomy
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 Dada 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 RuberoleModifled Bitumen Roof System for Wood Decks
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 j ob site at the request of the Building Official.
This NOA renews and rAW MI Ao.-A-0424 lg gaud consists of pages I through 29.
The submitted docutnenWon was A ie;elrVJe Acebo.
. . . . . .
.. ..• .. • . . •.
• • • • • • • NOA No.:14-9611.01
MAMMADECotn�rrr • • •• • • • • Expiration Date: 11146/15
•. • •.
• ••• • Approval Date: 11!46114
Page 1 of 29
• •• •• • • • 00 ••
Membrane Type: SBS/SBS Cold Applied
Deck Type 1: Wood,Non-insulated
Deck Description: 19/32"or greater plywood or wood plank decks
System Type E(1): Base sheet mechanically fastened to roof deck.
All General and System Limitations shall apply.
Fire Barrier: FireOut`"Fire Barrier Coating,VersaShiele Fire-Resistant Roof Deck
Protection r -
(optionnl} o Securock Gypsum Fiber Roof Board.
Base sheet: GAFGLAS®#80 Ultima'"Base Sheet,GAFGLAS®Stratavene Eliminator
Nailable Venting Base Sheet,Ruberoie 20,Ruberoida SBS Heat-weir Smooth
or Ruberoie SBS Heat Weld'"25 base sheet mechanically fastened to deck as
described below:
Fastening GAFGLASP Ply 4,GAFGLASP FlexPly 6,GAFGLAS®#75 Base Sheet or any
Options: of above base sheets attached to deck with approved annular ring shank nails and
tin caps at a fastener spacing of 9"o.c.at the lap staggered and in two rows 12"
o.c.in the field.
(Maximum Designs Pressure—45 psf.See General Limitation 97)
GAFGLASe Ply 4,GAFGLAS®FlexPly 6,GAFGLAS's#75 Base Sheet or any
of above base sheets attached to deck with Drill-Tec'"#12 Fastener,Drill Tec
#14 Fastener or Drill-Tec.'XHD Fastener and DrlU-Tec '3"Steel Plate,Drill-
Tec AccuTrac®Flat PIate or DrillTec'"AccuTrac®Recessed Plate installed 12"
o.c.in 3 rows. One row is in the 2"side lap. The other rows are equally spaced
approximately 12"o.c.in the field of the sheet.
(Maximum Design Pressure—45 psf.See General Limitation#7)
GAFGLAS'9 FlexPly 6,GAFGLASO#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 4"lap staggered and in two rows 9"o.c.in the field.
(Maximum Design:Pressure 525 psf.See General Limitation#7)
GAFGLAS®#80 Uitima'"Base Sheet,Ruberoie20,Ruberoie mop Smooth,
base sheet attached to deck with approved annular ring shank nails and tin caps 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 Lin:nation X9
GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with
Drill Tec'"#12 Fastener,Drill-Ted"#14 Fastener or Drill-Tec XHD Fastener
and Drill-Tec 3"Steel Plate,Drill-Tec AccuTrac*Flat PIate or Drill-Tec
AccuTrace Recessed Plate installed 12"o.c.in 4 rows. One row is in the 2"side
lap. The other rows are equally spaced approximately 9"o.c.in the field of the
sheet.
(Maximum Design Pressure—69psf.See General Limitation#7)
** *0*
• • • • • ••
Any o*bIw&b1ss&s&Js attached to deck approved annular ring shank nails and
3:ia%'&t&brit-'lea iaasutation plates at a fastener spacing of 9"o.c.at the 4"
'tap Migered in two rows V in the field.
(Maximum Design Pressure—6D psf.See General Limitation#7)
• • ; ; ' ; :.. : : NOA No..14-0611.01
tNlAM1t LiADB COUNTY :• : :• • : : : Expiration Date: 11106/15
• • ••• • • • Approval Date: 11106/14
Page 25 of 29
••• • • • • ••• • •
• •• •• • • • •• ••
••• 0 0 • 000 • •
Fastening GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with
Options: Drill Tec#12 Fastener,Drill-Tec#14 Fastener or Drill-Tec XHD Fastener
(Continued) and Drill-Tec!`3"Steel Plate,Drill-Tec 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–75psf.See General Limitation#7)
Ply Sheet: (Optional)One or more plies GAFGLAS'o Ply 4,GAFGLAS®FlexPly 6,
GAFGLAS®#80 Ultima Base Sheet,Ruberoie Mop Smooth or Ruberoie 20
sheet adhered in a full mopping of approved asphalt applied within the EVT range
and at a rate of 20-40 lbs./sq.
Membrane: One or more plies of Ruberoie Mop Smooth,Ruberoidu Mop 170 FR,Ruberoie
Mop Granule,RoofMatce SBS Modified Granular,Ruberoid®Mop Plus Granule,
Ruberoie 20,Ruberoie 30,Ruberoie EnmWCap'30 FR SBS Membrane,
eE —old- 30 FR or Ruberoie Mop FR in adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20-40 lbsJsq.
Or
One or more plies of Ruberoidu Mop Smooth,Ruberoie Mop Granule,
RoofMatch",SBS Modified Granular,Ruberoie Mop 170 FR,Ruberoie Mop
Plus Granule,Ruberoie 20,Ruberoie 30,Ruberol&EnerM Cap730 FR SBS
Membrane,Ruberoida 30 FR or Ruberoie Mop FR adhered in Matrix:m 102 SBS
Membrane Adhesive at an application rate of 12 galJsq.
Surfacing: Optional on granular surfaced membranes;required for smooth membranes.
Chosen components must be applied according to manufacturer's application
Instructions. Ali coatings must be listed within a current NOA.
1. Gravel or slag applied at 400 lbsJsq.and 300 lbsJsq.respectively in a flood coat of approved
asphalt at 60 lbsJsq.
2. GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAe Ener&Cap BUR Mineral
Surfaced Cap Sheet adhered in a mopping o approved asphalt applied within the EVT
range and at a rate of 20-40 lbs./sq.
3. Topcoat®Elastomeric Roofing Membrane,Topcoat MB Plus(to be used as a primer with
Topcoats'Mastomeric Roofing Membrane)or Topcoat®Surface Seal SB applied at 1 to 1.5
galJsq.
Maximum Design
Pressure: See Fastening Options
see GO:
• • • • • • • • NOA No.:14-0611.01
• • ••• • •
MI M DAD@CQUNTY ;� • •; ;. ' ' : : : Expiration Date: 11/06/15
•• . • ••• • • • Approval Date: 11/06/14
Page 26 of 29
••• • • • • ••• • •
• •
•• • •
•• • • • •
•• • • 000 • •• ••
•• •• ••• 0 •
a r
WOOD Mac SYSTEM LIMITATIONS:
I A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS®F1exPly T"' 6 when used as a
mechanically fastened base or anchor sheet.
2. Minimum VV DensDeek®Roof Board or IN' 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 fall mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt,panel size shall be 4'x 4'maximum
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped.If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12"diameter circles,24"o.c.;or strip
mopped 8"ribbons in three rows,one at each side lap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6"break shall be
placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbsJsq. 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(k")value of
275 Ibf.,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 Registered
Engineer,Architect,or Registered Roof Consultant may be submitted Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117.Calculations prepared,signed and sealed
by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant
(When this limitation is specifically referred within this NOA,General Limitation#9 will not
be applicable.)
8. All attachment and sizing of perimeter milers,metal profile,and/or flashing termination designs
shall conform to Roofing Application Standard RAS 1 I 1 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(Le.
field,perimeters,and comers).Neither rational analysis,nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones(i.e.perimeters,extended comers and comers).
(When this limitation Is specifically referred within this NOA,General Limitation#7 will not
be applicable.) •• ••• • • 0•0 • • e••
10. All products UsW* herij W*vj a q*lity assurance audit in accordance with the Florida
Building Code vad?R*0.6 PQJOl5Atie Vlprida Administrative Code.
END OF THIS ACCEPTANCE
"' 0 0 00:0 NOA No.:14-0611.01
•
tit utm ' • 000
•• • • Expiration Date: 11/06115
• •• • • • • • •
••• , •• • •• • • • Approval Date: 11106114
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