RF-08-636BUILDING
PERMIT APPLICATION
FBC 2004
Miami Shores Village
Building Department
City Miami Shores Village
FOLIO / PARCEL # 1 \ • Y2P (.P
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Permit Type (circle): Building
Owner's Name (Fee Simple Titleholder)
Vast-- Phone #
Owner's Address eCenC, �� O ter' 1
City f'&t /�- �� State 1" Zip '')1
Tenant/Lessee Name Phone #
rJ �
Job Address (where the work is being done) ° gi 1 0 S
tp 1 ° Z.
Is Building Historically Designated YES NO
Contractor's Company Name
Permit No. W (0L G
k 1 ,
b
BY: IA
Master Permit Noit l d12_,
County Miami -Dade Zip >3 (3 a
-7 >c) -
�o.11�tz.l'.rJ f4.41 � ,-t • Phone # 2� 1 3
Contractor's Address
L
J� ,.. G` I. t 1~ ate✓ ` U.
City C,A at
Qualifier Name 0,"—a- -4, ✓ - As. C,p j CC R—
_
State Certificate or Registration No. G G- k3-7-.1 4\ of Competency No.
�' Zip - 3 1-N 4
Phone #
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $
Type of Work:
Describe Work:
ddition ['Alteration ['New
Square / Linear Footage Of Work: I) 25a)
4e� �� UAAk) C°U�S C,fiO�/1
osc.
❑ Repair/Replace 0 Demolition
Submittal Fee $ Permit Fee $ g 7 �v0 CCF $ 4-010 CO /CC
Notary $ 5�(+� Training/Education Fee $ 1 •4 Technology Fee $
Scanning $ I,' Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $ /�
Structural Review. $ AP 5 2000 Total Fee Now Due $ 501 • gK
06 1
See Reverse side --->
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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.
"NVARNING 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
Owner or Agent
The foregoing instrument was acknowledged before me this
day of ,20 ,by
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC•
Sign:
Print:
Sign:
Print:
ntractor /l
The foregoin; , ment was acknowledged before me this 1D
day of 200L, b y �A ^' �►
who i personally known to me or who has produ
My Commission Expires: My Commission Expires:
************** ****** *** **** ** ** ** ****** *** ***
APPLICATION APPROVED BY:
(Revised 07 /10/07)
identification and who dt.
NOTARY PUBLIC:
0/a •
* * * * * * * * * * * * * * * * * * * * **
Plans Examiner
Engineer
Zoning
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Nigh Velocity Hurricane zone Uniform Roofing • u •
Roofing dermiLAnUcatid
• •
/.0w Slope
_Asphaltic Shingles
_ Prescriptive BUR.
Section A (General Information) .•
Master Permit N •
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".Z o • Process No, • • •
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Contractors Name: ., ••
_ ` Job Adtlress• *••
• • • • • / 1 �-
Roof Category •• • •
1
Roof Type
ik. Re- Roofing _ Recovering Repair Maintenance
e(G2, vent Stacks located on the roof? • Yes Y No If yes, what type? ,_Natural _LPGX
Roof.System Information
Steep Sloped area (ft.') 4
Section B Roof Plan).
Sketch Roof Plan: Illustrate all levels and sectlona, 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.
.
Corner Size (a' x a');
ow slope roof area ((t.
TMechanically Fastened Tile
—Metal Panel /Shingles
Olher. .
•
Perimeter Wldih.(a)
Eau 1111111111111111
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E
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40E-
4 .t.4.1-10,47-$ V'estr: 2—
• •
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•
leA•
1, Mortar/AdhesIve Set Tile
—Wood Shingles /Shakes
Total (ft.') 6 V
CEWED
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34
O uv 2- A' Z.
Z0
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Section C (Low Sloped Roof System) • •
Fill in the specific roof assembly components. If a component is not required, insert not applioablktt1J L n MAW box.
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Roof System Manufacturer.
1 ra
NOA No: Ie, an . oeliystem Type: I
Wind Uplift Pressures, From RAS 128 or Sealed Calculations:
(P1) Field: 14. psf (P2) Perimeters: I bz . G psi
(P3) Comers: +2 psi
Maximum Design Pressure, From the Specific
NOA System: $1 r ' psi
Deck type: 15/8" Plywood
* These decks require a fastener pull test by
an approved test laboratory
Other Deck Type:
Deck Support Spacing:
Slope: yZ. a :12
Fire or Vapor Barrier:
Anchor/Base Sheet & No. of Ply(s):
ft t) /51#
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer Size & Thickness: (t �'';>
Insulation Base Layer Fastener/Bonding Material:
Insulation Top Layer Size & Thickness:
Insulation Top Layer Fastener /Bonding Material:
Wood Nailer:
Wood Nailer Fastener Type and Spacing:
High Velocity Hurricane Zone Uniform Roofing Permit Application Form •;
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTROj4IeAPPJ JC1TIOl4
• • • • •
• -
Base heet(s) & No. of Ply(s):
Ply Sheet Fastener/Bonding Material:
t Fastener/Bonding Material:
Sheet(s) & No. of Ply(s):
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to •i • ••i • • • •
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LAP( is91 4$ r
Top Ply:
Top PIy Fastening/Bonding Material:
1 .^ ".) .-{ 49.1 — -TAr i 7ia..ov4 1-
Surfacing:
Single PIy membrane:
Single Ply Sheet Width: J 1/2 sheet width:1 --
No. of Single Ply 1/2 sheets: J
Single Ply Membrane Fastening/Bonding Material:
Drip /GS Edge Metal Size & Gauge or weight: I N/A
Drip /GS Material Type: I N/A
Drip /GS Hook Strip /Cleat Metal gauge or weight N/A
Parapet Coping Metal Size & Gauge or weight I N/A
Coping Material Type: I N/A
Parapet Hook Strip /Cleat Metal gauge or weight: I N/A zi
FASTENER SPACING FOR BASESHEET ATTACHMENT
1 . Field: ( � " o/c @ laps &1 rows @ I c " o/c
2. Perimeter. I c " o/c @ laps &I rows @ r —" o/c
3. Comers: I t„ " o/c @ laps & I rows @ I l " o/c
NUMBER OF FASTENERS PER INSULATION BOARD
Field: r -- Perimeter: 1
Comer.1
Fastener Type :
I N/A
Altemate Fastener. I
Page 3
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file: //Y: \Desktop \Desktop Folder October 2007\ #1 CGC\Roof Design Miami -Dade Count... 10/23/2008
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APP.LIC4TION .
. . . . .. .. . . . .
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip,Base
Flashing,Counterflashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, CoPtipon'erTt Meateelal' M'Aferi'a1
Thickness, Fastener Type, Fastener Spacing
Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16.
H
1041-v_i
-�-- -� vg. t,..•, -r--•
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Parapet Wall Height L' Ft..
Mean Roof Height Ft.
file: //Y: \Desktop \Desktop Folder October 2007\ #1 CGC\Roof Design Miami -Dade Count...
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inn r�Dao
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
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MIAMI -DADE &Ou1Jff , FLO1t1iA • . •
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STRFJIa', 8U>a'E 1403 • •
MIAMI, FLQ$lDA t30•
(305) 375 -2901 FAX:3()115 *9I : • •
•• • • • • •
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building
Code and Product Review Committee 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade
County Product Control Division 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 and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF Conventional Built-Up 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 job site at the request of the Building Official.
This NOA renews and revises NOA No. 03 -0501.05 and consists of paged 1 throygh 19.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 1 of 19
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ROOFING SYSTEM APPROVAL
Category:
Sub - Category:
Deck Tyne:
Maximum Design Pressure
Roofing
BUR
Wood
-75 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
Leak Buster" MatrixTM 3, 5, 55 gallons
307 Premium Asphalt
Primer
GAF Mineral Shield" 60 & 1001b. bags
Granules
Leak BusterTM Matrix"
305 Fibered Asphalt
Emulsion
Leak Buster" MatrixTM I, 5 gallons
303 Premium Fibered
Aluminum Roof Coating
55 gallons
LeakBusterTM MatrixTM
322 Elastomeric Roof
Coating
LeakBusterTM MatrixTM 55 gallons
Select Asphalt Emulsion
Fibered 306
Leak Buster"' Matrix" 1, 5 gallons
204 Wet/Dry Roof
Cement
RUBEROID Modified 5 gallons
Bitumen Flashing
Cement
Test
Dimensions Snecificatlon
ASTM D41
ASTM D 1863
5 gallons ASTM 1227
ASTM D -4586
ASTM D -3409
ASTM D 4586
Product
Description
Asphalt concrete primer used to promote
adhesion of asphalt in built -up roofing.
Granules for surfacing of exposed asphalt,
cold process cement or emulsion. GAF
Mineral Shield" Granules shall be used for
flashing applications only.
Surface coating for smooth surfaced roofs.
ASTM D 2824 Fibered aluminum coating.
Elastomeric roof coating.
Asphalt emulsion fibered.
Refined asphalt blended with a mineral
stabilizer and fibers. Permits adhesion to
wet and dry surfaces.
Fiber reinforced, polymer modified Flashing
cement
LeakBusterTM MatrixTM 5 gallons ASTM D 4586 Asphalt flashing Cement
201 Premium SBS
Flashing Cement
GAFGLAS #75 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat
wide base sheet.
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0
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•
•• • • • • • ••• ••
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 2 of 19
Product
GAFGLAS #80
ULTIMATM Base Sheet
GAFGLAS
Flex PIyTM 6
GAFGLAS Ply 4
GAFGLAS Mineral
Surfaced Cap Sheet
GAFGLAS
EnergyCapTM Mineral
Surfaced Cap Sheet
GAFGLAS
STRATAVENT
Eliminator" Perforated
GAFGLAS® Flashing
GAFGLAS
STRATAVENT
Eliminatorm Nailable
RUBEROID SBS
Heat- Weld" Smooth
RUBEROID SBS
Heat- WeIdT Granule
RUBEROID SBS
Heat- We1dTM 170 FR
RUBEROID SBS
Heat We1dT PLUS
RUBEROID SBS
Heat -WeIdTM PLUS FR
RUBEROID SBS
Heat - Weld" 25
RUBEROID Modified
Base Sheet
Dimensions
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
3937" (1 meter)
wide
39.37" (1 meter)
wide
Various
39.37" (1 meter)
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
1 meter (39.37")
wide
1 meter (39.37")
wide
1 meter (39.37 ")
wide
39.37" (1 meter)
wide
Test
Snecifle atlon
ASTM D4601
ASTM D 2178
ASTM D 2178
ASTM D 3909
ASTM D 3909
ASTM D 4897
D 3672
AST, D 4897
D 3672
ASTM D -6164
ASTM D -6164
ASTM D -6164
AST, D -6164
ASTM D -6164
ASTM D -6164
ASTM D4601,
Type II, UL
Type G2 BUR
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Prod • • • • • • •
Descrintion,
•• • • • •• ••• ••
Asphalt impregnated and &b & ; . • .
• . • • • • • . .. • •
base sheet
• . • . • . •
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Type VI asphalt impregnated glass felt with
asphalt coating.
Type 1V asphalt impregnated glass felt with
asphalt coating.
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules with factory
applied layer of TOPCOAT
Fiberglass base sheet impregnated and
coated on both sides with asphalt. Surfaced
on the bottom side with mineral granules
embedded in asphaltic coating with factory
perforations.
Asphalt coated glass fiber mat flashing sheet
available in three sizes.
Fiberglass base sheet impregnated and
coated on both sides with asphalt. Surfaced
on the bottom side with mineral granules
embedded in asphaltic coating.
Non -Woven Polyester mat coated with
polymer- modified asphalt and smooth
surfaced.
Non -Woven Polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -Woven Polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Non -Woven Polyester mat coated with .
polymer modified asphalt and surfaced with
mineral granules.
Non -Woven Polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Non -Woven Polyester mat coated with
polymer- modified asphalt and smooth
surfaced.
Premium glass fiber reinforced SBS
modified base sheet
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 3 of 19
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Product
RUBEROID 20
RUBEROID Mop
Granule
RUBEROID Mop Plus
(Granule)
RUBEROID MOP
Smooth
RUBEROID MOP
170FR
RUBEROID MOP FR
RUBEROID TORCH
Smooth
RUBEROID TORCH
Granule
RUBEROID TORCH
PLUS (Granule)
RUBEROID TORCH
FR
RUBEROID 170FR
TORCH
RUBEROID 30
RUBEROID 30 FR
RUBEROID
ULTRACLAD
RUBEROID Dual FR
Vent Stacks (metal and
plastic)
(YI� 1:1t1 XK!1�iYU/
APPROVED
Dimensions
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
3937" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
Wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
3937" (1 meter)
wide
39.37" (1 meter)
Wide
Test
Specification
ASTM D 6163
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D6164
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D 5147
ASTM D 5147
.ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6163
ASTM D 5147
ASTM D 6163
ASTM D 5147
ASTM D 6298
ASTM D 5147
ASTM D 6164
ASTM D 5147
TAS 100(A)
ASTM D 1929
ASTM D 635
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Product ••• ••• •••
escr t ion •
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SBS modified asphalt basevhe ad • ' • •
i n t e r p l y sheet r e i n f o r c e with :a � i ' a ° ° • f, :. •
• • •
mat.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -woven polyester mat coated with
polymer- modified asphalt and smooth
surfaced.
Non -Woven polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Non -Woven polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, smooth
surface.
Asphalt impregnated, coated felt, surfaced
with mineral granule.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, granule
surface.
Heavy duty, polyester reinforced, coated
with fire retardant asphalt modified bitumen
membrane, granule surface.
Heavy duty, polyester reinforced, coated
with fire retardant asphalt modified bitumen
membrane, granule surface.
Non -woven fiberglass mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -woven fiberglass mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Woven fiberglass mat coated with Polymer
modified asphalt and surfaced with
aluminum, copper or stainless steel foil.
Non -woven polyester and fiberglass mat
coated with file retardant, polymer modified
asphalt and surfaced with mineral granules.
One way valve vent used to relieve built-up
pressure within the roof system. GAF Vent
Stacks are available in metal or plastic.
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 4 of 19
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Leak Buster"' Matrix"!"
302 Non Fibered
Aluminum Roof Coating
GAF Built -Up Roofing
Asphalt
RUBEROID MOD
Asphalt, Asphalt L &
Asphalt P
Leak Buster"' Matrix"'
602
Leak Buster"' Matrix
715
LeakBusterru Matrix"'
531 WeatherCoteT'
SeamCoteT'
FireOut"'
VersaShield
VersaShield F13-1S
VersaShield FB-2S
TOPCOAT FireShield
MB
Product
Leak Buster"' Matrix"'
201 SBS Flashing
Cement
Leak Buster" Matrix"'
102 SBS Adhesive
Leak Buster"' Matrix"'
202 SBS Flashing
Cement
Leak Buster"' MatrixTM
203 Plastic Roof Cement
Leak Buster " Matrix"'
103 Cold Process
Adhesive
I APPROVED
Dimensions
5 gallons
1001b. cartons,
bulk
601b. kegs
5 gallons
5 gallons
2 gallons
2, 5 gallons
5, 55 gallons
350 sq ft. roll
350 sq ft. roll
350sg ft. roll
5, 55 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
Test
Specification
ASTM D2824,
Type I
ASTM D312,
Types 1,11, m
and IV
•
proprietary
ASTM D -412
ASTM D -21 -96
ASTM D1475
ASTM E -1644
ASTM D3019
ASTM D3019
ASTM D4586
ASTM D4586
ASTM D3019
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Product • • •
Interply mopping and surfacing asphalt.
SEBS modified asphalt.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Elastomeric roofmg membrane. .
Low VOC, fire barrier coating.
Non Asphaltic Fiberglass -Based
Underlayment.
Non - Asphaltic Fiberglass -Based
Underlayment.
Non - Asphaltic Fiberglass -Based
Underlayment.
Elastomeric roofing membrane
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Cold Applied Modified SEBS Asphalt
Adhesive.
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Cold Applied Asphalt Adhesive.
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Description
•• • •• • ••
Non- fibered aluminum pigs en;eddas� ha • • roof coating. • • ••
•• • • • • •
Standard Plastic Asphalt Roofing Cement
NOA No.: 07-1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 5 of 19
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Product Dimensions
Leak BusterTM MatrixTM 5 gallons
303 Fibered Aluminum
Roof Coating
Leak BusterTM MatrixTM 5 gallons
304 Non Fibered
Aluminum Roof Coating
APPROVED INSULATIONS:
Product Name
EnergyGuardTM RA, RN
Composite A & N
EnergyGuardTM Fiberboard
EnergyGuardTM Parmalite
EnergyGuardTM GAFCANTTM
EnergyGuardTM Permalite Recover
Board
EnergyGuardtM Tapered Edge Strip
EnergyGuardTM Perlite
EnergyGuardTM High Density
Fiberboard
EnergyGuardTM Composite
EnergyGuardTM Composite RA
Wood Fiber
High Density Wood Fiberboard
Perlite Insulation
Dens Deck', Dens Deck Prime,
Dens Deck Dura GuardTM
Structodek
Securockm
Test
Specification
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Proddct • • •
Description
•• •
ASTM D 2824 Fibered aluminum coatin4
Table 2
Product Description;
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation with
high density fiberboard or Permalite
perlite insulation.
Fiberboard insulation.
Perlite insulation board.
Cut perlite board
Perlite recover board
Tapered perlite board
Perlite insulation board
High density wood fiberboard insulation.
Polyisocyanurate/wood fiberboard
composite
Polyisocyanurate/wood fiberboard
composite
Wood fiber insulation board
Wood fiber insulation board
Perlite insulation board
Water resistant gypsum board
Wood fiber insulation board
Fiber reinforced roof board
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•
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ASTM D2824, Non - fibered aluminum pigmented, asphalt
Type I roof coating.
Manufacturer
(With Current NOA)
BMCA
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
BMCA
BMCA
generic
generic
generic
G -P Gypsum Corp
Knight Celotex
USG Corporation
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 6 of 19
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ghee ••• • ••
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APPROVED FASTENERS:
Fastener
Number
1. Drill -TecTM #12 Standard,
#14 and #15 extra Heavy
Duty Fastener , Heavy
Duty Roofing- Fastener
2. Drill -TecTM ASAP
3. Drill -TecTM #12 or #14
Standard screws with
AccuTrac Plate
4. Drill -TeeTM Galvalume
Plates
5. Drill -TecTM
Polypropylene Plates
6. Drill-TecTM AccuTrac
Plate
EVIDENCE SUBMITTED:
Test Asencv
Factory Mutual Research Corp.
PRI Asphalt Technologies, Inc.
IItT of S. Fl.
Product
Name
TABLE 3
Product
Description
Insulation fastener and
Base Play fastener for
steel, wood & concrete
decks.
Pre- assembled Drill -
TecTM Fasteners and
metal and plastic plates.
Base sheet fastening
assembly.
Round Galvalume stress
plates.
Round polypropylene
stress plates.
Square Galvalume
coated steel plate.
Test Identifier
J.I. 2B8A4.AM
J.I.3B9Q1:AM
J.I. ODOA8 AM
.1.I.ODIA8.AM
J.I.0Y9Q5.AM
3029832
GAF- 012 -02 -02
GAF - 020 -02 -01
02 -005
02 -014
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•
l nuacinuer: ;' •
Dimensions (With Current I1OA7
Various GAF Materials Corp.
Various GAF Materials Corp.
Various GAF Materials Corp.
3" and 3 W GAF Materials Corp.
3" and 3 W GAF Materials Corp.
3" Square GAF Materials Corp.
Description
4470
4470
4470
4470 -TAS 114
4470 - TAS 1 I4
4470 - TAS 114
Physical Properties
ASTM D 4977
TAS 114
TAS 114
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Date
07.02.97
01.08.98
07.09.99
07.29.94
04.01.98
05.I 1.07
11.06.01
02.01.02
01.18.02
03.22.02
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 7of 19
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APPROVED ASSEMBLIES
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•
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Deck Type 1I: Wood, Insulated ' • • • • • • • • • •
Deck Description: Is " • • • • • • • • • •
p / or greater plywood or wood plank
System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with
approved asphalt.
All General and System Limitations shall apply.
One or more layers of any of the following insulations. .
Insulation Layer (Table 2) Insulation Fasteners Fastener
(When applicable: Steel plate only =S, plastic plate only (Table 3) Density /ft
P) .
EnergyGuardTM, EnergyGuardTM Composite, EverGuard ® ISO, EnergyGuardTM RA,
EnergyGuardTM RA Composite
Minimum 1" thick N /A N/A
EnergyGuardTM High Density Wood Fiber, EnergyGuardTM Recover Board, Wood Fiber,
Minimum 1 /z" thick N/A N/A
EnergyGuardTM Perlite
Minimum %" thick N/A N/A
Fiberglas (Min. 15 /, thick) N/A • N/A
Note: All insulation shall be adhered to the anchor sheet in Ball mopping of approved hot asphalt
within the EVT range and at a rate of 20-40 lbs/100 fe. Please refer to Roofing Application
Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only
as base layers with a second layer of approved top layer insulation installed as the final membrane
substrate. Composite insulation panels may be used as a top layer placed with the
polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT
EliminatorTM Perforated laid dry or a layer of EnergyGuardrM Perlite or wood fiber overlay board
on all isocyannrate applications.
Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ® Non - Asphaltic Fiberglass -Based
(optional) Underlayment or Securockrm.
•
Anchor sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorrM •
Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID
Heat- WeidTM Smooth or RUBEROID Heat- WeIdTM 25 base sheet mechanically
fastened as described below;
Fastening Options: GAFGLAS Ply 4, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or
any of above Anchor sheets attached to deck with approved annular ring shank
nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two
rows 12" o.c. in the field.
(Maximum Design Pressure —45 phi, See General Limitation #7)
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03120/08
Page 8 of 19
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Fastening Options: GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or
any of above Anchor sheets attached to deck with Drill -TeaTm #12 standard, #14
or # 15 Screws and 3" Drill -TecTM steel plate or DrilI -TecTM Ax"utr$c vita. : • • • • • • . •
12" o.c. in 3 rows. One row is in the 2" side lap. The other rows 8re la1 y . : • • 1:o • spaced approximately 12" o.c. in the field of the sheet. • • ' ; ; • • • • ;
(Maximum Design Pressure —4S psf, See General Limiladion #7)
GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Anchor
sheets attached to deck with approved annular ring hank 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 S2.S psi; See General Limitation #7)
GAFGLAS #80ULTIMATM, RUBEROID 20, RUBEROID Mop Smooth, base
sheet attached to deck with approved I'' 'A" annular ring shank nails and inverted
3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows •
staggered with a fastener spacing of 9" o.c. in the center of the membrane.
(Maximum Design Pressure —60 psf, See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with
Drill -Tea #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or
Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap.
The other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum .Design Pressure —60 psf, See General Limitation #7)
Any of above Anchor 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 psi, See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with
Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or
Drill-Tee AccuTrac Plates, 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)
Base Sheet: (Optional) Install one ply of GAFGLAS #75, GAFGLAS #80 ULTJMATM
Base Sheet, GAFGLAS STRATAVENT EliminatorTM Perforated,
RUBEROID Modified Base Sheet, RUBEROID Mop Smooth, RUBEROID®
20 RUBEROID Heat- We1dTM Smooth or RUBEROID Heat- We1drm directly
over the top layer of insulation. Adhere with any approved mopping asphalt
applied within the EVT range and at a rate of 20-40 lbs sq; (see General
Limitation #4).
Ply Sheet: One or more plies GAFGLAS PLY 4, GAFGLAS Flex P1ym 6 sheet, #80
Ultima, RUBEROID Mop Smooth or RUBEROID 20 adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20-40
lbs.sq.
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NOA No.: 07- 1219.09
Expiration Date: 11/04/13 ,
Approval Date: 03/20/08
Page 9 of 19
Maximum Design
Pressure: See Fastening above.
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NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 10 of 19
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•
Cap Sheet: (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet or • • '
GAFGLASEncrgyCapTM Mineral Surfaced Cap Sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at k rod • • ; • • • • •
20- 40lbs./sq. • "• • • • • • • •
•
Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROI1S 1 20 is top • • • • • •
membrane) Install one of the following:
1. Gravel or slag applied at 400 lbs.sq. and 300 Ibs.sq. respectively in
a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood
coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied
at a rate of 3 gal /sq.
2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap
Mineral Surfaced Capsheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20- 40lbssq.
3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof
Coating, at 1.5 gal./sq.
4. Leak Busterm MatrixTM 715 , Leak BusterTM MatrixTM 322,
TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing
Membrane, applied at 1 to 1.5 gal./sq.
5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing
Membrane, EnergyCote® roof coating applied at 1 to 1.5 galfsq.
6. TOPCOAT Surface Seal, TOPCOAT Fireshieid SB Solvent
based Elastomeric Roofing Membrane applied at Ito 1.5 gal /sq
7. Advance Green Technologies Photovoltaic Laminate solar energy
collector auxiliary roof equipment installed in compliance with
manufacturer's specifications and applicable Building Codes.
"Deck Type 1I: Wood, Insulated
Deck Description: 19/32" or greater plywood or wood plank ; : • • . .. • • • •
.. '•' • • ••• ••• •
System Type B: Optional base sheet laid dry; base layer of insulation mechanically fastened,
optional top Layer adhered with approved asphalt.
All General and System Limitations shall apply.
One or more layers of any of the following insulations.
Insulation for Base Layer (Table 2) Insulation Fasteners Fastener
When applicable: Steel plate only plastic plate only =P (Table 3) Density /ft
EnergyGuardFM, EnergyGuardTM RA
Minimum 1.3" thick 1, 2, or 3 1:3 ft
EnergyGuardTM RN
Minimum 1.4" thick 1, 2, or 3 1:3 ft
EnergyGuardTM Composite, EnergyGuardTM RA Composite
Minimum 1.5 thick
EnergyGuardTM Perlite
Minimum %" thick
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• ▪ . • • • ••
•
••• ••• ... • •
•
3 1:3 ft
1S(3.5"), or 3 1:2 11
EnergyGuardrM Fiberboard, EnergyGuardTM High Density Fiberboard
Minimum 1" thick 1, 2, or.3 1:4 11
Note: Base layer shall be mechanically attached with fasteners and density described. Insulation
panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners
per board shall be increased maintaining the same fastener density (See Roofing Application
Standard RAS 117 for fastening details). GAF requires either a ply of GAFGLAS
STRATAVENT® Eliminator"' perforated laid dry or a layer of EnergyGuardTM or wood fiber
overlay board on all isoeyanurate applications.
Insulation for Top Layer (Table 2) Insulation Fasteners Fastener
When applicable: Steel plate only =S, plastic plate only =P (Table 3) Density/ft
Any of the insulations listed for Base Layer, above. N/A N/A
EnergyGuardTM High Density Wood Fiber, EnergyGuardTM High Density Wood Fiberboard,
EnergyGuard' Recover Board
Minimum 'A" thick • N/A N/A
Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT
range and at a rate of 20-40 lbs/100 fe. Please refer to Roofing Application Standard RAS 117 for
insulation attachment. Composite insulation boards used as a top layer shall be installed with the
polyisocyanurate face down.
Fire Barrier: FireOutT" Fire Barrier Coating, VersaShield Non - Asphaltic Fiberglass -Based
(optional) Underlayment or SeourockTM.
• • ••• • • • •• • • • • •• •••
• • • ••. • • • •
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NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 11 of 19
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Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 ULTIMA Base
Sheet, GAFGLAS c? PLY 4, GAFGLAS Flex P1yTm • .6, • QAF1LAS
STRATAVENT Eliminator Perforated(laid dry), RUBEROIDD ? if$ : Base. :' • . • •
Sheet, RUBEROID Mop Smooth or RUBEROID 20 directly ovlr ie�:og laver of : ' • •
insulation. Adhere with any approved mopping asphalt appfl&1 Within the B : • • .. •
range and at a rate of 20-40 lbs.sq; (see General Limitation #4).
Ply Sheet: Two or more plies of GAFGLAS PLY 4, GAFGLAS F1exPlyTm 6 ply sheet, #80
Ultima, RUBEROID Mop Smooth or RUBEROID 20 adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See
specification number for appropriate number of plies).
Cap Sheet (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet or
GAFGLAS 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. (See GAF application instructions for approved method of
installation).
Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top
membrane) Install one of the following:
1. Gravel or slag applied at 400 lbsJsq. and 300 lbs.sq. respectively in a
flood coat of approved asphalt at 60 lbssq. or applied in a flood coat of
Leak BusterTm MatrixTM 103 Cold Process Adhesive applied at a rate of
3 gal./sq.
2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap
Mineral Surfaced Capsheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20- 401bssq.
3. Leak BusterTm MatrixTm 303 Premium Fibered Aluminum Roof
Coating, at 1.5 gal /sq.
4. Leak BusterTM MatrixTm 715 , LeakBusterTM MatrixTm 322,
TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing
Membrane, applied at 1 to 1.5 gal./sq.
5. Leak BusterTM Matrix 602 MB Xtra Elastomeric Roofing Membrane,
EnergyCoteli roof coating applied at 1 to 1.5 gal./sq.
E1_u _•. ,J.1■
APPROVED
• • • •• •
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• • • • •• • • •
• • • • • •
• • •• • • •
6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based
Elastomeric Roofing Membrane applied at lto 1.5 galfsq
7. Advance Green Technologies Photovoltaic Laminate solar energy
collector auxiliary roof equipment installed in compliance with
manufacturer's specifications and applicable BuildingCodes.
Maximum
Design Pressure: -45 psf; (See General Limitation 87)
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 12 of 19
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Deck Type 1I:
Deck Description:
System Type C:
All General and System Limitations shall apply. -
One or more layers of any of the following insulations.
Insulation for Base Layer (Table 2) Insulation Fasteners Fastener
(When applicable: Steel plate only =S, platic plate only P) • (Table 3) Density /ft
EnergyGuardTM RN, EnergyGuardTM, EnergyGuardrm RA
Minimum 1.3" thick N/A N/A
EnergyGuardTm
Min. 1.4" thick N/A N/A
EnergyGuardTM Composite, EnergyGuardTM RA Composite
Minimum 1.5" thick N/A N/A
EnergyGuardTM Perlite
Minimum %" thick N/A N/A
Wood Fiber, EnergyGuardTM Fiberboard, EnergyGuardTM High Density Fiberboard
Minimum I" thick N/A N/A
Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density.
Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number
of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing
Application Standard RAS 117 ' for insulation attachment. GAF requires either a ply of
GAFGLAS STRATAVENT® EllminatorTM perforated laid dry or a layer of EnergyGuardTM
Perlite or wood fiber overlay board on all isocyanurate applications.
Insulation for Top Layer (Table 2) Insulation Fasteners Fastener
When applicable: Steel plate only =S, plastic plate only =P (Table 3) Density /ft
EnergyGuard, EnergyGuard RA
Minimum 1.3" thick 1,2,or3 1:3 ft
1,2,or3 1:3 ft
3 1:3f
1S(3.5'), or 3 1:2 ft
I,2,or3 1:2.67fP
Wood Fiber, EnergyGuardTM Fiberboard, IlnergyGuardTM High Density Fiberboard
Minimum 1" thick 1, 2, or 3 1:4 ft
EnergyGuardTM RN
Minimum 1.4" thick
EnergyGuardrM Perlite
Minimum 3 /a" thick
Fiberglas
Minimum "4 thick
Wood, Insulated
19 / or greater plywood or wood plank
•. • • • •• •
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•.
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••• •••
•
•
• • • •
• . • ,
• • • •
• ••
• : ••• :' ••• •• •. . . . •
••' • ; • • • • . • •
• • • ••• •••
One or more layers of insulation simultaneously attached; Base layer optional.
EnergyGuardTM Composite, EnergyGuardTM RA Composite
Minimum 1.5 thick
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 13 of 19
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••'•• • • ••• •• • • • • • • • ••• • • •
• •
• • • • • • • .•. • • •
• •
• • •..
Note: Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the
number of fasteners shall be increased maintaining the same fastener density. • Pd,e refer to
Roofing Application Standard RAS 117 for insulation attachment. GAF regn4 ejtjr g lyo • ; • • • • •
GAFGLAS�STRATAVENT® Eliminator' Perforated laid dry or a layer of iCer uardV ; • •
Periite or wood fiber overlay board on an isocyanurate applications. • • • • • • • : ; .. •
••
Fire Barrier. FireOutTM Fire Barrier Coating, VersaShield Non - Asphaltic Fiberglass -Based
(optional) Underlayment or SecurockTM.
Base Sheet: (Optional) Install one ply of GAFGLAS #75, GAFGLAS #80 ULTIMA Base
Sheet, GAFGLAS PLY 4, GAFGLAS'FIexP1y 6, GAFGLAS STRATAVENT
EliminatoinM Perforated (laid dry), RUBEROID Modified Base Sheet,
RUBEROID Mop Smooth or RUBEROID® 20 directly over the top layer of
insulation. Adhere with any approved mopping asphalt applied within the EVT
range and at a rate of 20-40 Ibs./sq.. If base sheet is applied directly to
polyisocyanurate insulation only a spot or strip mopped application as detailed in
this approval the use of an overlay board is approved; see General Limitation #4.
Ply Sheet: Two or more plies of GAFGLAS PLY 4, GAFGLAS FlexPly 6 ply sheet, #80
ULTIMATM, , RUBEROID Mop Smooth or RUBEROID 20 adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20-40
Ibs.sq.
Cap Sheet: (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet or GAFGLAS
EnergyCapTM 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, required if RUBEROID MOP Smooth or RUBEROID 20 is top
membrane) Install one of the following:
1. Gravel or slag applied at 400 lbs./sq. and 300 Ibs./sq. respectively in a
flood coat of approved asphalt at 60 lbs./sq. or applied in a flood coat
of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a
rate of 3 gal./sq.
2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap
Mineral Surfaced Capsheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
3. Leak BusterTM Matrix TM 303 Premium Fibered Aluminum Roof
Coating, at 1.5 galJsq.
4. Leak Bustein% MatrixTM 715 , Leak BusterTM Matrix'' 322,
TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing
Membrane, applied at 1 to 1.5 gal./sq.
5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing
Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./sq.
6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based
Elastomeric Roofing Membrane applied at lto 1.5gal./sq
7. Advance Green Technologies Photovoltaic Laminate solar energy
collector auxiliary roof equipment installed in compliance with
manufacturer's specifications and applicable Building Codes.
Maximum Design
Pressure: -45 psf; (See General Limitation #7)
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 14 of 19
Deck Type 1I: Wood, Insulated
Deck Description: 19 / or greater plywood or wood plank ' ; . " ; • • •
• •
System Type D: Insulation and Base sheet simultaneously " • •' • e; leeit
All General and System Limitations shall apply.
One or more layers of any of the following insulations.
Insulation Layer loosely laid with firmly butted joints. Insulation Fasteners Fastener
(Table 3) Density /fu
Minimum 1.3" thick N/A N/A
EnergyGuardTM High Density Fiberboard, EnergyGuardTM Fiberboard
N/A
EnergyGuardTM, EnergyGuardTM RA,
Minimum 1" thick N/A
Fire Barrier: FireOut"M Fire Barrier Coating, VersaShield Asphaltic Fiberglass -Based
(optional) Underlayment or SecurockTM.
•• •• ••• • • • •••
• • • • ••• ••••• • •
• • •
• e ••• • • • • •••
Base Sheet: Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima ULTIMA' Base
Sheet, GAFGLAS <? STRATAVENT® Eliminator"' Nailable or RUBEROID®
20 base sheet applied over the loose laid insulation with 2" side laps
mechanically fastened as described below; _
Fastening Options: Drill -Tec"m #12 standard, #14 or # 15 Screws and 3" Drill -Tech steel plate or
Drill -Teem AccuTrac Plates are installed through the base sheet and insulation in
3 rows 12" o.c. 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 —4S psf, See General Lknitadion #7)
Drill-Tec"M #12 standard, #14 or # 15 Screws and 3" Drill -Tee steel plate or
Drill-TecTM AccuTrac Plates are installed through the base sheet and insulation in
4 rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced
approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure —75 psf, See General Limitation #7)
GAFGLAS #80ULTIMATM, RUBEROID RUBEROID Smooth, base
sheet attached to deck with approved annular ring shank nails with a minimum
embedment of 1" into the wood substrate and inverted 3" steel plate at a fastener
spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing
of 9" o.c. in the center of the membrane.
(Maximum Design Pressure —60 psf, See General Limitation #7)
Drill -Teo"' #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or
Drill -TecTM AccuTrac Plates in 4 rows 12" o.c. One row is in the 2" side lap.
The other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure —60 psf, See General Limitation #7)
Ply Sheet: One or more plies GAFGLAS PLY 4, GAFGLAS ®, GAFGLAS FIexP1y"M 6
sheet, #80 Ultima or RUBEROID 20adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20-40 lbsJsq.
• •
• •
• • • •
• • • • • • • • • • •
• • • • • • • • •
• ••• • • • • ••
•• ••• • •
• •
• ••
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 15 of 19
• .• •• s • • • • • •••
• • • • • :A • • •
• • • • • •••
• •
• • • • • • • • • •
• • • • • • • • •
•
• • • • ••
Cap Sheet: (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet or GAFGLAS
EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping,otapproved
asphalt applied within t h e EVT r a n g e a n d a t a r a t e of 2 0 - 4 0 • • • • • • • • • • ••
Surfacing: (Optional, required if RUBEROID MOP Smooth or RU$itblp 2i! i* top • ; • • •
• •
membrane) Install one of the following: • • • ... • •'
1. Gravel or slag applied at 400 lbs✓sq. and 300 lbs./sq. respectively in
a flood coat of approved asphalt at 60 Ibs✓sq. or applied in a flood
coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied
• at a rate of 3 gal./sq.
2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap
Mineral Surfaced Capsheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20-40 lbs✓sq.
3. Leak'BusterTM MatrixTM 303 Premium Fibered Aluminum Roof
Coating, at 1.5 galisq.
4. Leak Buster:' MatrixTM 715 , Leak BusterTM MatrixTM 322,
TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofmg .
Membrane, applied at 1 to 1.5 gal./sq.
5. Leak Buster:' Matrix:' 602 MB Xtra Elastomeric Roofing
Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal/sq.
6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent
based Elastomeric Roofing Membrane applied at Ito 1.5 gal✓sq
7. Advance Green Technologies Photovoltaic Laminate solar energy
collector auxiliary roof equipment installed in compliance with
manufacturer's specifications and applicable Building Codes.
Maximum Design
Pressure: See Fastening Above
NOA No.: 07- 1219.09
Expiration Date: 11104113
Approval Date: 03/20/08
Page 16 of 19
• •
• • • • • • •. • . • •
:. • • . • • •• .
• • • • •.
• • .• • •• • . • •
• . • .•
Deck Type 1: Wood, Non - insulated
Deck Description: ''I" or greater plywood or wood plank decks
System Type E: Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier: FireOutTM Fire Barrier Coating, Ve:saShield Asphaltic Fiberglass -Based
(optional) Underlayment or SecurockTM.
Base sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT® Eliminator"'
Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID
Heat- We1dTM Smooth or RUBEROID Heat- We1dTM 25 base sheet mechanically
fastened to deck as described below;
• •• ' • •• • • • • . • ••
•• •'• • • • • • • •
• • • • • • •.• ••
Fastening Options: GAFGLAS Ply 4, GAFGLAS Flex PlyTM 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 I2" o.c. in the field.
(Maximum Design Pressure —45 psf, See General Limitation # 7)
GAFGLAS® Ply 4, GAFGLAS PIy 6, GAFGLAS #75 Base Sheet or
any of above Base sheets attached to deck with Drill-Team #12 standard, #14
or # 15 Screws and 3" Drill -TecTM steel plate or Drill-Team AccuTrac Plates,
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 Flex PIyTM 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 4" lap staggered and in two rows 9" o.c. in the
field.
(Maximum Design Pressure 52.5 psf, See General Limitation #7)
GAFGLAS #80ULTIMATM, RUBEROID RUBEROID Smooth,
base sheet attached to deck with approved 1A" annular ring shank nails and
inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two
rows staggered with a fastener spacing of 9" o.c. in the center of the membrane.
(Maximum Design Pressure —60 psf, See General Limitation #7)
GAFGLAS Base Sheet or any of above Base sheets attached to deck with
Drill-Team #12 standard, #14 or # 15 Screws and 3" Drill-Team steel plate or
Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap.
The other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure —60 prf, 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 p4; See General Limitation 00
�APPROVEDI
•• • • • . . ••
• • • ••• • • • •
• • • • • • • •
• • ••• • • •
•
. . o • •
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 17 of 19
• • ••• •
•••�• • • • • • • •••
• • ••. • • •
• • • • • • • •
• . • ••• • • •
• ••
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Dri11 -TecT #12 standard, #14 or # 15 Screws and 3" Drill-Teem steel plate or
Drill - TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the "sick lg¢ ; • .
The other rows are equally spaced approximately 9" o.c. in the field of' fie /het.• •
(Maximum Design Pressure —75 psf, See General Limitation • • • • •
Ply Sheet One or more plies of GAFGLAS PLY 4, #80 ULTIMA, RUBEROID MOP
Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20-40 lbs./sq.
Cap Sheet (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet or
GAFGLASnEnergyCapTM Mineral Surfaced Cap Sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate
of 20-40 lbsfsq.
Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top
membrane) Install one of the following:
1. Gravel or slag applied at 400 lbsJsq. and 300 Ibsfsq. respectively in
a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood
coat of Leak BusterTM Matrix"' 103 Cold Process Adhesive applied
at a rate of 3 gal./sq.
2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap
Mineral Surfaced Capsheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20-40 lbsJsq.
3. Leak Buster" Matrix" 303 Premium Fibered Aluminum Roof
Coating, at 1.5 gal./sq.
4. Leak Buster" Matrix" 715 , Leak Buster" Matrix" 322,
TOPCOAT MB+, TOPCOAT Fireshiold Elastomeric Roofing
Membrane, applied at 1 to 1.5 gal./sq.
5. Leak Buster" Matrix" 602 MB Xtra Elastomeric Roofing
Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal/sq.
6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent
based Elastomeric Roofing Membrane applied at Ito 1.5 galfsq
7. Advance Green Technologies Photovoltaic Laminate solar energy
collector auxiliary roof equipment installed in compliance with
manufacturer's specifications and applicable Building Codes.
Maximum Design
Pressure: See Fastening Above
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 18 of 19
•
• •
. .
• •
• •
•
••• ••
• •
•. •
• •
• •
• .. ••
•
• •
. .
•.
•
• • • • • • • • •••
• • • • • • •• •• •
• •
• • • ••• • • • •
• • • • • • • • • • •
• • •
• • • •e • •• •• • :'� i•i
• •
• ••• ••• •i• • • ••
WOOD DECK SYSTEM LIMITATIONS: • • • • • • •
•
• 1 A slip sheet is required with Ply 4 and Flex Ply" 6 when used as a mechanically fastellgd vet o a r mama, • •
•. • •
sheet. • • • • • • • • • •
•
• • •
2. Minimum ''A" Dens DeckTM or ' /a" Type X gypsum board is acceptable to be installed directly over fhe • •"
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 lbsfsq., 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 ps£
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. lithe 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 nailers, metal profile, and/or flashing termination designs shall
conform with Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field,
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced
fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this
limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.)
10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 9B-72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 19 of 19
• ••
••
•
•
•
••
ti
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyfoam .Products, Inc.
11715 Boudreaux Road
Tomball, TX 77375
• ••• • .. ; • • • • • • • •• • • • • • •
• • • •• • • • • • • • • • • •
• • • •• • • • • • •
•
• • • • • sv11;Alfli -DAt9E COt.il�'P RIDA
• • • • METRO:DAD: FLAIL& 1114LDING
140 WEST FLAd SI!KTE 1603
MIAMI, FLORIDA 33130 -1563
•: • �: 05) 335 -2 FAX (305) 375 -2908 •
•• . • ' ' • • • ••• •••
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO
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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Polypro® AH160
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 NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7
The submitted documentation was reviewed by JRrge L. Acebo.
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 1 of 7
ROOFING ASSEMBLY APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
•• • • '• • ••• •••
This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. 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 Polypro® 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:
SCOPE:
Product Dimensions
Polypro® AH160 N/A
Foampro® RTF1000 N/A
ProPack® 30 & 100 N/A
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 Polypro AH160 roof tile adhesive.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
Specifications
TAS 101
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
• • •••
••• • • • • • • • • •• • ' ••
• • ••• • • • • •
• • •
• •
• • ••••• • • • •
• •
• • • • • • •
• ••
•• • • •
• • • •
•
• ••• •••
Product Description
Results
• •
• •
• •
• ' • •
• ••
• ••• • •
•
• •• • • ••• •• ••• ••
Two component polyurethane foam
adhesive
Dispensing Equipment
Dispensing Equipment
1.6 lbs. /ft.
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft
3.1 Perm / Inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100%
Humidity, 2 weeks
86%
Note: The physical properties listed above are presented as typical average values as determined
by accepted ASTM test methods and are subject to normal manufacturing variation.
• • •
••
•
••
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 2 of 7
EVIDENCE SUBMITTED:
Test Agency
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
LIMITATIONS:
1.
Test Identifier
#94 -060
257818 -1PA
25- 7438 -3
25- 7438 -4
25- 7438 -7
25 -7492
NB- 589 -631
9637 -92
01- 6743 -011
01- 6739- 062b[1]
7050.02.96 -1
528454 -2 -1
528454 -9 -1
528454 -10 -1
520109 -1
520109 -2
520109 -3
520109 -6
520109 -7
520191 -1
520109 -2 -1
• • • •• • •
•... . . • •• •••
•
• • •••• • • • • •
• • • • • •
• • • •• • • • • •
• •
•
• • •• „ • •
• • • - • 0 •
•
•
• ••• • • • '.
......
• ••
Test Name/Report Date
TAS,1' 1
TAS 101:';
SSTD•1 f 9a
SSTD 11 -93
SSTD 11 -93
ASTM D 1623
ASTM E 108
ASTM E 108
ASTM E 84
TAS 114
TAS 101
TAS 101
TAS 101
• • ' • •. 0 Q /94..
'
•• • 0 1 1 6/96
. . . 10!• I. •
11/02/95
12/12/95
02/01/94
04/30/93
11/16/94
01/16/95
03/14/96
10/23/98
12/28/98
• 03/02/99
Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire
rating.
2. Polypro® 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 Polypro® AH160 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.
a ;
IF`
W
2
MS
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 3 of 7
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement
Detail
Single Paddy
Weight Min.
(grams)
Two Paddy Weight
per paddy Min.
(grams)
Flat, Low, High Profiles
#1
35
N/A
High Profile (2 Piece
Barrel)
#1
17 /side on cap and
34 /pan
N/A
Flat, Low, High Profiles
#2
24
N/A
Flat, Low, High Profiles
#3
8
• • • •. • • • •• • • • •• • • • '
• • • •.• • • • •
• • • • • • •
• •
• •
INSTALLATION: • • • •
•
.ii
1. Polypro® AH160 may be used with any roof tile assembly having a current Nt7A thStlists uplift.'
resistance values with the use of Polypro® AH160.
2. Polypro® AH 160 shall be applied in compliance with the Componeiit•Apptcoiont ectioa
corresponding Placement Details noted herein. The roof tile assembly's1$ii ftpclimenewith
the use of Polypro® AH160 shall provide sufficient attachment resistan ®e, ex ss/Apsmuplii
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. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating
Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam
Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority
having jurisdiction.
5. Calibration of the Foampro 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 be set to deliver 0.0175 to 0.15 pounds per tile as
determined at calibration. No other settings shall be approved.
6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPacko 30 & 100 dispensing
equipment only.
7. Polypro® AH160 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
Polypro® A11160 has been dispensed.
9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement
Details' herein. Each generic tile profile requires the specific placement noted herein.
LABELING:
All Polypro® AH160 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.
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 4 of 7
SINGLE PATTY
• • 041 •
0 0 • ' • • • . .. ••41 •
• • • • •
00. • • • •
• •
• • •
• • •••.. • •
4141.
• •
• ADHESIVE PLACEMENT DETA •
. ' • •, . • • .. • •.
• • • ••
4141. 4141.... • • •
•
1) Place enough adhesive to achieve 11 to 23 OPHona1214'stor
square htdas In contactwth toe pan Me P Pitch aPPlicattons
Then install the tile.
2) Tum eov upsidedown. Place adhesive 112 In.
Nail through plastic cement
top portion
of the save
course cover tile.
Abut to second course of
pan bolas= eave end of
can and cover tiles ere
flesh ateasnav
Ewa closure
(merle shown)
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 5 of 7
•
ADHESIVE PLACEMENT DETA Ir2 •. • . . ; •
SINGLE PATTY • • • • • •
• • ••• .
.. •• • � • • • • • •. .•.
• • • •
• • • • • • •• • • •
• • • • • • • •
• • •
- .••••
. •• • ; ••• •• ... ..
• '•
.. •1•••..• •
• • • ••• ••
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 6 of 7
Nall through plastic cement
I x3in.
Single paddy on
under-
layment
Paddy
(between tile)
Paddy
(under tile)
Single paddy
under tile
Eave course
Single paddy she lady 2 in. X7 in. medium
on top of the save
Fascia ' course only
Nail through plastic cement
J� Ain.x3in.
Single / paddy
on underlayment
Single paddy
on top of tile
• •
ADHESIVE PLACEMENT DE 3'
DOUBLE PATTY • • • •
Eave Course
Nall through plastic cement • • • • ' •angP p under fi
Underlayment . Single paddy between the
21n. x 7 in. medium
1%:!!!1IP sin
paddy e ave
course only
N
2 in. •
)rfr-v'
1
ebs
r e - 3 in.x 3 In.
Single 4In.
paddy on
under -
layment
Single paddy
on top of trio
Eave
Curse
Fascia
Weepbob
Eave closure
Drip edge
Single paddy
between tile
Eave Closure
2 in. x 1 In. medium
Fascsize paddy eave course only
ia
END OF THIS ACCEPTANCE
•• •• ••• • • • • • •
• • • • • .• •• • • • •
•
•
•
• • ••. • • • • • •
• • •••
•
•• •. • .
• • • • • • • •
• . •
• • • • •.
• •••
••• •••
• •• • • ••• *• •.• ••
• ••• - • • ■ • •. •
•
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 7 of 7
1
M IA M I•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
MonierLifetile, LLC
200 Story Road
Lake Wales, FL 33853
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade
County Product Control Division 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 and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Barcelona 900 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 for inspection at the job site at the request of the Building Official.
This NOA consists of pages 1 through 6.
The submitted documentation was reviewed by Jor e L. Ace
• •
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• • •
• •
• •
• •
• • • •
• • • •
• • •
• • •
• •••
MIAMI -DADE C8IJNT A • • • ' • • •
METRO -DADE FLAGGEI{BI;ILTIN6 • • • • • •
•
140 WEST FLAMER STfET,SUPPE 1003 • • • • • • • •
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
NOA No.: 07- 0220.04
Expiration Date: 04/26/12
Approval Date: 04/26/07
Page 1 of 6
••• • • • •••
• • • • • •• •• •
• ••• • • • •
• • • • • • • • •
••• • • • • ••• •
• •
•
•• ••
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•
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ROOFING ASSEMBLY APPROVAL
Category:
Sub - Category:
Material:
SCOPE: .
This new NOA approves a system using MonierLifetile Barcelona 900 Concrete Roof Tile, as
manufactured MonierLifetile LLC and described this Notice of Acceptance. For locations where
the pressure requirements, as determined by applicable Building Code does not exceed the design
pressure values obtained by calculations in compliance with RAS 127 using the values listed in the
installation section herein. The attachment calculations shall be done as a moment based system.
PRODUCT DESCRIPTION:
Manufactured by
Applicant
MonierLifetile LLC
Barcelona 900
Trim Pieces
SUBMITTED EVIDENCE:
Test Agency
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Professional Service Industries,
Inc.
The Center for Applied
Engineering, Inc.
Roofing
High Profile Roofing Tiles
Concrete
• • •
:•'•• • • • • • ••• •• ••�
• • • • •• • • • •
• • • •• • • •
• •
• • • • •
• • • • • • • • • •
• • • • • • • • • •
• •• • • • •
• • •
• • •• •• • ••• ••
• i ••
•
• • • •
•
• • • • : •
Test Product
Dimensions Specifications Description
= 17" TAS 112 High profile, interlocking, one - piece, 'S'
w = 13" shaped, high-pressure extruded concrete roof
'/z" thick tile equipped with three nail holes. For direct
deck or battened nail-on, mortar set or
adhesive set applications.
TAS 112 Accessory trim, Boosted Barcelona, concrete
roof pieces for use at hips, rakes, ridges and
valley terminations. Manufactured for each
tile profile.
1= varies
w = varies
varying thickness
Test Identifier
7161 -03
Appendix III
7161 -03
Appendix II
PO402
Letter Dated Aug. 1,
1994
P0631 -01
IC- 1320 -94
25- 7688 -3
25- 7688 -10
Test Name/Report Date
Static Uplift Testing Dec. 1991
PA 102 & PA 102(A)
Wind Tunnel Testing Dec. 1991
PA 108(Nail -On)
Withdrawal Resistance Sept. 1993
Testing of screw vs.
smooth shank nails
Wind Tunnel Testing Aug. 1994
PA 108 (Nail -On)
Wind Tunnel Testing July 1994
PA 108 (Mortar Set)
Physical Properties Feb. 1995
PA 112
PA 101 (Adhesive Set) June 1996
PA 101 (Mortar Set) July 1996
NOA No.: 07- 0220.04
Expiration Date: 04/26/12
Approval Date: 04/26/07
Page 2 of 6
Test Agency Test Identifier
The Center for Applied
Engineering, Inc.
The Center for Applied 25-7688-4
Engineering, Inc.
Celotex Corporation
Testing Services
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
25- 7688 -5
520111 -3
520191 -2 -1
Calculations
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Walker Engineering, Inc. Evaluation Calculations
Nutting Engineers 122
LIMITATIONS:
INSTALLATION:
• • •••
•
• • •
• • • • • � • . • • •
• : • *
. •
•••
• • • •
• • ••• • • • • •
• •
• • • • •
• • •
• • •
• • •
• •••
• •
•
•• ••
• •
• •
• •
••• •••
•• • •
• • •
• Test Name/Repost • •
- • .
Static Uplift Testing • •
PA 102
(3" Headlap, Nails, Direct
Deck, New Construction)
Static Uplift Testing June 1996
PA 102
(4" Headlap, Nails, Clips)
Static Uplift Testing
PA 101
• • •• ••• ••
• • .
••
• . . • . •
Tune 1996 • • • • •'
Dec. 1998
March 1999
March 1999
April 1999
Aerodynamic Multiplier
Two Patty Adhesive Set
System
25 -7183 March 1995
25 -7094 February 1996
25 -7496 April 1996
25 -7584 December 1996
25- 7804b -8
25- 7804 -4 & 5
25-7848-6
Restoring Moments Due to February 2007
Gravity
TAS 112 January 2007
1. Fire classification is not part of this acceptance.
2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in
accordance with RAS 106.
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.
4. Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
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.
6. This acceptance is for wood deck applications Minimum deck requirements shall be in
compliance with applicable building code.
1. MonierLifetile Barcelona 900 Concrete Roof Tile and its components shall be installed in strict
compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120.
2. Data For Attachment Calculations
NOA No.: 07- 0220.04
Expiration Date: 04/26/12
Approval Date: 04/26/07
Page3of6
• .
• • • •
0 0000
• • ••
• • • •
Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
Barcelona 900
2 -10d Ring Shank Nails
28.6
41.2
19.4
1 -10d Smooth or Screw Shank Nail
5.1
6.8
2.8
2 -10d Smooth or Screw Shank Nails
6.9
9.2
7.3
1 .#8 Screw
20.7
20.7
18.1
2 .#8 Screws
43.2
43.2
29.8
1 -10d Smooth or Screw Shank Nail
(Field Clip)
23.1
23.1
19.0
1 -10d Smooth or Screw Shank Nail
(Eave Clip)
29.3
29.3
24.0
2 -10d Smooth or Screw Shank Nails
(Field Clip)
27.6
27.6
38.6
2 -10d Smooth or Screw Shank Nails
(Eave Clip)
38.1
38.1
41.8
• • • .
Table 1: Average Weight (W) and Dimensions (1,For ): • : ; • •, t • •
Tile Profile
Weight W (Ibf)
Length -1 (ft)
Width -w (ft)
MonierLifetile Barcelona 900
11.5
1.417
1.08
Table 2: Aerodynamic Multipliers - X ft
Tile
Profile
X (ft X (ft
Batten Application Direct Deck Application
MonierLifetile Barcelona 900
0.289 0.313
Table 3: Restoring Moments due to Gravity - M, (ft-lbf)
Tile
Profile
2 ":12"
3 ":12"
4 ":12"
5 ":12"
6 ":12"
7 ":12" or
greater
Barcelona
900
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
7.28
8.13
7.21
8.05
7.10
7.93
6.96
7.78
6.79
7.61
6.61
7.40
•
• •••
. • : •• • •••
• • • • •• • • • • •
• • • • • • • •
• ••• . • • • •
• •
• • • • •
• • ••
• • •
• • • •
• ••• .•
•
•
• •
• • . . 0
• • •
• • •
•
••• • ; •
� ..
• .. ..
... •
•
•
•
• ••
NOA No.: 07- 0220.04
Expiration Date: 04/26/12
Approval Date: 04/26/07
Page 4 of 6
• � .
. .
••
•. •
Table 5: Attachment Resistance Expressed as a Momerjt,lif (#t -ibf) • .. : •
for Two Patty Adhesive Set Systems • • • • •
Tile
Profile
Tile Application
Minimum Attachment
Resistance
MonierLifetile Barcelona 900
Adhesive
29.3
1 See manufactures component approval for installation requirements.
2 Dow Chemical TileBond Average weight per patty 10.7 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
Table 5A: Attachment Resistance Expressed as a Moment - M (ft -ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
MonierLifetile Barcelona 900
Polyfoam PolyPro
66.5'
Polyfoam PolyPro
38.7"
3 Large paddy placement of 63grams of PoIyPro TA°
4 Medium paddy placement of 24grams of PolyPro TM .
Table 5B: Attachment Resistance Expressed as a Moment - Mr(ft-Ibf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
MonierLifetile Barcelona 900
Mortar See
24.5'
5. Tile - T i de Roof Tile Mortar
• • •..
• • • • • • • •. •• •. ••
• • •
• • •.. • • • •
• • •
• • ••• • • •
• • • . • • • • • • • • • • • . 0 00
• ••• •.. • •
• ••
• •
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 ".
MONIERLIFETILE LLC, BARCELONA 900 TILE (LAZE WALES FL PLANT 2)
LOCATED UNDERNEATH TILE
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to
properly evaluate the installation of this system.
NOA No.: 07- 0220.04
Expiration Date: 04/26/12
Approval Date: 04/26/07
Page 5 of 6
• •.
NAIL HOLES
PROFILE DRAWING
MONIERLIFETILE BARCELONA 900 CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
• • ...
••••• • • • • • •
• • .•
•
• • • • • . • 4100
• • • •
• ...
• •
• • • '• •
• • . • •
• ... .• •
.. ...
• •• • • .• • ;• ... ..
• 00 OOOOO 00
OOOO
' • • • .
• . •
.. •
NOA No.: 07 -0220.04
Expiration Date: 04/26/12
Approval Date: 04/26/07
Page 6 of 6
•
• • • ' •
. • . .
• • ••
• ..
SECTION R44g2.13,
••• • •
HIGH VELOCITY HURRICANE ZONES — RE • [FIREn
•
• 014 ��s��'I'IFICATION
FOR ROOFING CONSVDE$41 •••
R4402.13.1 Scope. As it pertains to the section, it is the respogsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the ownei;th$ dbnZenn of fie salon. T'gpririgions of Section
R4402 govern the minimum requirements and standards of t$eln4tktry for juofinn sy!tedi itsttjlrions.
Additionally, the following items should be addressed as part of tMfgreem%ltt•blelween tTe ovgie? ant the
contractor. The owner's initial in the designated space indicates•that the item has been explained.
• •• i•i • . • • • • •• ••
•
1. OA .91 • Aesthetics - Workmanship: the warldn nshk provisions of Section R4402 are
for the purpose of providing that the roof system meets the w re 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. uffll RenaiIing wood decks: When replacing roofing, the existing wood roof deck
may have to be renailed in accordance with the eurt;ent provisions of Section R4403. (The
roof deck is usually concealed prior to removing the existing roof system).
3. WI 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. (JUcit 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. The provides the option of maintaining the appearance.
5. WO, 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.
Ponding can be an indication of structural distress and may require the review of a
professional structural engineer. Ponding may shorten the life expectancy and performance
of the new roofing system. Ponding conditions may not be evident until the original roofing
system is removed. Ponding conditions should be corrected.
6. UPS Overflow scuppers (wall outlets): It is required that rainwater flow off so that
the roof is not overloaded from a buildup of water. Perimeter /edge 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. (,(P Ventilation: Most roof structures should have some ability to vent natural
airflow through the interior of the structure assembly (the building itself). The existing
amount of attic ventilation shall not be reduced. It may be beneficial to consider additional
venting which can result in extending the service life of the roof.
l
Owner /Agent's
zIioIc _ r 2 `• •
ignature Date 'ontrac . Signature Date
SECTION 1524
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 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 Chapter 15 of
the Florida Building Code, Building govem 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 and the contractor. The owner's initial in the adjacent box indicates that the item has been explained.
esthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone)
purpose of providing that the roofing system meets the wind resistance and water intrusion
ance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship
ovisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should
be.- ddressed as part of the agreement between the owner and the contractor.
. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed
ance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building
(The roof deck is usually concealed prior to removing the existing roof system).
Common Roofs: Common roofs are those which have no visible delineation between neighboring
ownhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner
notify the occupants of adjacent units of roofing work to be performed.
4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail
ations of the underside of the decking may not be acceptable. The Florida Building Code prswodes the
option of maintaining this appearance. • •
• • •
•. • •
5. Ponding Water: The current roof system and /or deck of the building may.gatdiain we •••••••
.. •
lland may
ter to pond (accumulate) in low -lying areas of the roof. Ponding can be am •imai ation of structural •
and may require the review of a professional structural engineer. Pon pss r' r �4 0 life •
expectancy and performance of the new roofing system. Ponding conditions may not bd `did nt tilts hginal
roofing system is removed. Ponding conditions should be corrected. .,.. �. . • •
•••
6. Overflow scuppers (wall outlets): It is required that rainwater flow o t he r• • i of
ed from a build up of water. Perimeter /edge walls or other roof extension ��gqaa� to t i e if
ov ow scuppers (wall outlets) are not provided. It may be necessary to install overflow u •
with the Florida Building Code, Plumbing.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the intenor of
ural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be
cial to consider additional venting which can result in extending the service life of the roof.
Property Address Permit Number
Rev: 9/20/2005, Computer Services, Building Department
Date Contractor's
(" 1, 77, 9. c�
"PR 6 300
B Y:
•
•.
•
•
•
•
•
• •
•
• •
APPROVED
BY
DATE
7a•1IP•.;! DEPT
3LDc DEPT
/,
LF6 ,i■
FEDERAL
Ui ATT ,S
SUBJECT TO COMPLIANC - WI H ALL
• -,vTE AND COUNTY RULES AND PEG
SECTION 1524
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 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 Chapter 15 of
the Florida Building Code, Building govem 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 and the contractor. The owner's initial in the adjacent box indicates that the item has been explained.
esthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone)
purpose of providing that the roofing system meets the wind resistance and water intrusion
ance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship
ovisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should
be.- ddressed as part of the agreement between the owner and the contractor.
. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed
ance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building
(The roof deck is usually concealed prior to removing the existing roof system).
Common Roofs: Common roofs are those which have no visible delineation between neighboring
ownhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner
notify the occupants of adjacent units of roofing work to be performed.
4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail
ations of the underside of the decking may not be acceptable. The Florida Building Code prswodes the
option of maintaining this appearance. • •
• • •
•. • •
5. Ponding Water: The current roof system and /or deck of the building may.gatdiain we •••••••
.. •
lland may
ter to pond (accumulate) in low -lying areas of the roof. Ponding can be am •imai ation of structural •
and may require the review of a professional structural engineer. Pon pss r' r �4 0 life •
expectancy and performance of the new roofing system. Ponding conditions may not bd `did nt tilts hginal
roofing system is removed. Ponding conditions should be corrected. .,.. �. . • •
•••
6. Overflow scuppers (wall outlets): It is required that rainwater flow o t he r• • i of
ed from a build up of water. Perimeter /edge walls or other roof extension ��gqaa� to t i e if
ov ow scuppers (wall outlets) are not provided. It may be necessary to install overflow u •
with the Florida Building Code, Plumbing.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the intenor of
ural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be
cial to consider additional venting which can result in extending the service life of the roof.
Property Address Permit Number
Rev: 9/20/2005, Computer Services, Building Department
Date Contractor's
(" 1, 77, 9. c�
"PR 6 300
B Y:
•
•.
•
•
•
•
•
• •
•
• •
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
High- Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Information)
Master Permit No.� E � • ( I /.— Process No.
Contractor's Name „213
Job Address �od
ROOF CATEGORY �/
❑ Low Slope ❑ Mechanically Fastened Tile 13 Mortar /Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
l� New Roof ❑ Reroofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF)
®
Section B (Roof Pan)
Total (SF)
1• � �� .
•• • •••• •
• •
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drain.
Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of
parapets. •••• • •
.•..
76
1
Pe-
IP
•
•
•
•
•
• •
•••
•
..
•
1
••
•
•
•
•
•
•
. . •
•
• •
• •
• •
•
•
•
•• • •
.. . • •
•.
15.32 FLORIDA BUILDING CODE — BUILDING
Roof System Manufacturer: ,
\v T
:.12.5
Notice of Accep tuber:
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations)):
1�1: 41 • k P2:'.4' P3: ' 4.
Maximum Design Pressure
(From the Product Approval Specific System): /4// G.
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Roof Siope:
12
Deck Type:
Mean Roof Height:
Florida Building Code Edition 2004
High- Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System)
Steep Sloped Roof System Description
Type Underlayment:
Insulation:
Fire Barrier:
Fastener Type & Spacing:
Adhesive Type:
Type Cap Sheet:
Roof Covering:
Type & Size Drip
\ Edge:
• •
•
• •
•• •
AL
••••t
•
or_Vr" 1 111 -
• •
•• ••
•
•
•
• • •
•
•
• • •
1 , 1 1 4. 1. b �.
•
clime% f.C4tA*
15.34 FLORIDA BUILDING CODE — BUILDING
•
•
•
•
•
•
•
• •
Where to Obtain Information •
•
• •
•
.••
Description
Symbol
Where to find •
• -
• • • •
Design Pressure
P1 or P2 or P3
•
RAS 127 Table 1 or by an engineering analysis prepared by PE based on
•
ASCE 7
• • • •
Mean Roof Height
11
Job Site
36.0
37.4
Roof Slope
0
Job Site
32.2
33.8
Aerodynamic Multiplier
d
Product Approval
28.4
30.1
Restoring Moment due to
Gravity
M
Product Approval
6:12
26.4
Attachment Resistance
M
Product Approval
32.4
7:12
Required Moment Resistance
M
Calculated
28.2
30.0
Minimum Attachment
Resistance
F
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length
W =width
Product Approval
All calculations must be submitted to the building official at the time of permit application.
M, required Moment Resistance*
Mean Roof Height -•
Roof Slope I
15'
20'
26'
30'
40'
2:12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
Required Moment of Resistance (Mr) From Table Below Product Approval Mf
for each area of the roof, then the tile attachment method is acceptable.
(P2: x L
(P x L
Florida Building Code Edition 2004
High- Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
`` MMe � thod 1 "Moment Based Tile Calculations Per RAS 127"
(P 41.1 x xo. ime I`.1( - M = m„ 7. I Product Approval Mf a
(P,: 4 x .2k Z� 2k.tIS - Mg: "� M- = Mr2 -►-1�-�6V Product Approval M
(P -1-l. Y x) �"1.0 5 - M = Mr3 i-1' Product Approval Mf
Method 2 'Simplified Tile Calculations Per Table Below"
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
For Moment based tile systems, choose either Method 1 or 2. Compare the values for M with the values from Mf. If the Mf values are greater than or
equal to the M values, for each area of the roof, then the tile attachment method is acceptable.
••••
*Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. • •
• • ••••
For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the F'values are greatertfsgt to the Fr valt • •
•
Method 3 "Moment Based Tile Calculations Per RAS 127"
(P x L = x w: _ ) - W: x cos 9 = F Product Approval li • • • • •
= x w: = ) - W: x cos t l = F r 2 Product Approval i'r, •
• •
• •
x w: = ) - W: x cos 0 = F Product Approval it •
•
•
• •
•••• •
•
••••
•
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•
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•
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•
•
•
FLORIDA BUILDING CODE - BUILDING 15.35
MIA M IDADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyfoam Products, Inc.
11715 Boudreaux Road
Tomball, TX 77375
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO
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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Polypro® AH160
• •
• • • •
•• • •••• •
• RENEWAL of' this NOA shall be considered after a renewal application has been filed aitd pert has been no •
g negatively affecting change in the applicable building code ne ativel affectin the performance of this product • • • •
• •
m�isip or char it the •
TERMINATION of this NOA will occur after the expiration date or if there has been a • • • 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 NOArFai�lare 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, Flofida7 and fe1oived 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 NOA No.01- 0521.02 and consists of pages 1 through 7
The submitted documentation was reviewed by Jftrge L. Acebo.
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
••••
• •
NOA No.: 06-0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 1 of 7
•
•
•
•
ROOFING ASSEMBLY APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. 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 Polypro® 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
Polypro® AH160 N/A
Foampro® RTF1000 N/A
ProPack® 30 & 100 N/A
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NIA whicl; • •'
list moment resistance values with the use of Polypro AH160 roof tile adhesive.
•
• •
PHYSICAL PROPERTIES:
Property,
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
Specifications
TAS 101
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
Product Description
Two component polyurethane foam
adhesive
Dispensing Equipment
Dispensing Equipment
1.6 lbs. /ft.
•
••••
• •
.
• .
Results • • • •
••••
...•
• • •
• •
18 PSI Parallel to rise • •
12 PSI Perpendicular to rise 6 0. •
28 PSI Parallel to rise
0.08 Lbs./Ft
3.1 Perm / Inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100%
Humidity, 2 weeks
86%
•• •
•
••••
• •
••••
•
••.•
• •
.•. •
.• •
• • •
•• •
Note: The physical properties listed above are presented as typical average values as determined
by accepted ASTM test methods and are subject to normal manufacturing variation.
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 2 of 7
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Center for Applied Engineering #94 -060 TAS 101 04/08/94
257818 -1PA 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 •.•• 43/02/99
520109 -2 -1 •
LIMITATIONS:
2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles.
F=•
MS
•. • •
• •
•.•.
• •
•
•• ••
• • • •
• •
• • •
.. •
••••
• • •
• • •
• . •
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 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 ':
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 3 of 7
•'
•
• •
• •
• •
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile / 1s�1Zly for fire' •
• •
rating. •
••••
•
•
•
Table 1: Adhesive Placement For Each Generic Tile Profl8 • • • • • •
Tile Profile
Placement
Detail
Single Paddy
Weight Min.
(grams)
Two Padd�'Weight
per pa1yMin. • •
WAIN)
Flat, Low, High Profiles
#1
35
/A 1 '
High Profile (2 Piece
Barrel)
#1
17 /side on cap and
34 /pan
WA'. • '
• •
Flat, Low, High Profiles
#2
24
N/A •
Flat, Low, High Profiles
#3
8
INSTALLATION:
1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift
resistance values with the use of Polypro® AH160.
2. Polypro® AH160 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 PolyproiD AH160 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. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating
Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam
Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority
having jurisdiction.
5. Calibration of the Foampro® 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 be set to deliver 0.0175 to 0.15 pounds per tile as
determined at calibration. No other settings shall be approved.
6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing
equipment only.
7. Polypro® AH160 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
Polypro® AH160 has been dispensed.
9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the `Placennant• •
D
•
etails' herein. Each generic tile profile requires the specific placement noted herei • • • • • • • •
• •
••.
•
LABELING:
All Polypro® AH160 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.
•
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 4 of 7
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•
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• •
• •
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
1) Place ammgh Mve Go achieve I/ to 23 41knial
square Inches tn contact with the pan tile lium Paw immouons
Tum covers upside down. Piece adhesive 112 in.
To . 1 In. Frain outside edge of cover tile
Then install the tile.
Nall through plastic cement
Rem
6 4 3 WWI
of the eave
C01160 over tIle.
Abut to second cows° of
pan tiles. Ensure eave end of
pan and cover tiles are
flub at eave line.
Eave closure
(mortar shown)
•••••
• Optional •
• •
POilli-apeetir •
on longitudinal •
• • edges Aft • •
• • •
• • • • • •
• • •
• • •
NOA No.: 06-0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 5 of 7
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
Nail through plastic cement
Underayment
Eave Course
7 in.
Nall through plastic ceme
7 In.
In.
je/
; ; sue
Underlaymerd
Eave Coins
s
Paddy (Beneath Tfle)
Fascia
Eave Closure
Paddy (Beneath Tile)
Fascia
Weephole
Eave closure
MP edge
....
• •
• • •
• • •
• • • •
•
•
•
•
•0•• • •
• •
0000 •
0
• • • •
•• •• •0 ••
•
• •
• • • •
• • 6 0000 1
• • 00 • •
• • •
•• • 00 • • •
• • •
• •
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 6 of 7
•
•
•
••
• •
Nail through plastic cement
t x3in.
Single paddy on
under -
layment
Single paddy
on top of tile
Single paddy
under tile
Paddy
(between the)
Paddy
(under tile)
r
2 in. X7 in. medium
size paddy eave
Fascia course only
Eave course
Nail through plastic cement
3 in.x 31n.
Single / paddy
on underiayment
Single paddy
on top of tile
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Eave Course
Nail through plastic cement
Undedayment
in. x 3 in.
41n.
Single
paddy on
under -
layment
Single paddy under tile
Single paddy between tile
2 hi. x 7 in. medium
size paddy eave
course only
Single paddy
on top of the
Eave
Course
Fascia
Weephole
Eave closure
Drip edge
Single paddy
between tile
Eave Closure
2 in. x 7In. medium
size F paddy save course only
END OF THIS ACCEPTANCE
....
• •
• • •
• • • •
•• • ••• •
•
•
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. • •
▪ •••• • •
• •
.
• • • •
• • . •
•
• •
• • • •
• • •
• •
• • .•.. • •
• • •
•• • •• • • •
•
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NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 7 of 7
MIA M I•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Santafe Tile Corporation
8825 NW 95 Street
Medley, FL 33178
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee 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
Division (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. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 BuildingEeele
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Mission Barrel "Roofing Tile"
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,•aiiry statemnd •
following statement: "Miami -Dade County Product Control Approved ", unless otherwise tinted herein?
RENEWAL of this NOA shall be considered after a renewal application has been filed grid fH'ere has Wept)
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 %la& or changein the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement ofy
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 03 -0114.06 and consists of pages 1 through 5.
The submitted documentation was reviewed by Alex Tigera.
MIAMI-DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
• • ....
•
• • •
•. • •...
•
••••
•
....
• • • •
••••
NOA No.: 07- 0626.04
Expiration Date: 10/13/12
Approval Date: 10/04/07
Page 1 of 5
•
•
•
•
• •
•
• •
4
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub - Category: 07320 Roofing Tiles
Ma terial: Clay
Deck Type: Wood
1. SCOPE
This renews a roofing system using Santafe `Mission Barrell', as manufactured Santafe Tile
Corporation in Bogota, Colombia and as described in Section 2 of this Notice of Acceptance.
For locations where the pressure requirements, as determined by applicable Building code does
not exceed the values listed in Section 4 herein. The attachment calculations shall be done as a
moment based system.
2. PRODUCT DESCRIPTION
Manufactured b
Applicant
Mission Barrel Clay
Roof Tile
Trim Pieces
IBA Consultants
PRI Asphalt Technologies, Inc.
Test
Dimensions Specifications
L= 18"
W = tapered 7.5" to
9 "
Length: varies
Width: varies
Varying thickness
2.1 SUBMITTED EVIDENCE:
Test Agency
The Center for Applied Engineering, Inc.
The Center for Applied Engineering, Inc.
The Center for Applied Engineering, Inc.
TAS 112
TAS 112
25- 7121 -1
Project: 07- 07 -00 -91
(307023)
2353 -126
SFTC - 001 -02 -01
Product
Description
High profile, two piece, tapered clay roof
tile equipped with one nail holes. For nail -
on with clip, mortar set and adhesive set
applications. ••••
• •
Accessory trim, clay roo&Jieces for use Nt: •
hips, rakes, ridges and vg.li rmina i .
Manufactured for each Weill:die. •
•••• •
•
• • •
....
Test Identifier Test Name/Remoct •' D • •
94 -156 -5 TAS 101: • : Aug. (1994
94 -156 -6 TAS 102 • • ••••
• • •
•. • •• •
TAS 101 Nov. 4995 •
TAS 100 Sept. 1994
ASTM C 1167 June 2007
TAS 101 Dec. 2002
NOA No.: 07- 0626.04
Expiration Date: 10/13/12
Approval Date: 10/04/07
Page 2 of 5
Table
3: Restoring Moments due to Gravity - M (ft -Ibf): , • • • •••• •
Tile
3 ":12"
4 "•12"
5 ":12"
6 ":12" •'
'7 "•12'"8'•
Profile
Mission Barrel Clay
5.50
great .I '
Mission Barrel Clay
625
6.20
6.11
6.00
5.87
Roof Tile
••• •
Table 2: Aerodynamic Multipliers - A. (ft3) ""
. .
•
.
••••
'....'
Tile
Profile
X (ft ....
Direct Deck Applicatjoft,
Mission Barrel Clay Roof Tile
0.242
•
3. LINIITATIONS
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 RAS
106 may be required, refer to applicable building code.
3.3 Applicant shall retain the services of a Miami Dade county Certified Laboratory to perform
quarterly tests 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 Application
Standard 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.
4. INSTALLATION
4.1 Santafe 'Mission Barrel' 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 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf)
Tile
Profile
Mission Barrel Clay Roof Tile
Tile
Application
Minimum Attachment
Resistance
24.1
Nail -on With A Clip System
1. The nail hole shall be located at the center of the cover tile, 1 -1/2" from the head.
2. Minimum 3" headlap.
•
•
NOA No.: 07- 0626.04
Expiration Date: 10/13/12
Approval Date: 10/04/07
Page 3 of 5
Table 1: Average Weight (W) and Dimensions (I x w)
••••
Tile Profile
Weight W (Ibf)
Length -1 (feet)
VWldtI .w (feel) • • •
Mission Barrel Clay
5.50
1.50
. 0.'0.48 • • •
Roof Tile
••• •
3. LINIITATIONS
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 RAS
106 may be required, refer to applicable building code.
3.3 Applicant shall retain the services of a Miami Dade county Certified Laboratory to perform
quarterly tests 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 Application
Standard 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.
4. INSTALLATION
4.1 Santafe 'Mission Barrel' 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 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf)
Tile
Profile
Mission Barrel Clay Roof Tile
Tile
Application
Minimum Attachment
Resistance
24.1
Nail -on With A Clip System
1. The nail hole shall be located at the center of the cover tile, 1 -1/2" from the head.
2. Minimum 3" headlap.
•
•
NOA No.: 07- 0626.04
Expiration Date: 10/13/12
Approval Date: 10/04/07
Page 3 of 5
Table 5: Attachment Resistance Expressed as a Moment - M (ft-Ibf)
for Single Patty Adhesive Set Systems
Tile Tile Application
Profile
Mission Barrel Clay Roof
Tile
Polyfoam PolyProTM
3 Place 35 grams per pan and 35 grams per cap of PoIyProTM.
Minimum Attachment
Resistance
141.8'
Table 5A: Attachment Resistance Expressed as a Moment - M1(ft - Ibf)
for Mortar Set Systems
Tile
Profile
Mission Barrel Clay Roof Tile
Tile
Application
Mortar Set'
Attachment
Resistance
57.4
5. LABELING
5.1 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 ".
SANTAFE TM MADE IN COLOMBIA
IDENTIFICATION MARK FOR MISSION BARREL CLAY ROOF T171.4 • •:
(LOCATED UNDERNEATH TILE)
•
NOA No.: 07-0626.04
Expiration Date: 10/13/12
Approval Date: 10/04/07
Page 4 of 5
• • • •
• • •
6. BUILDING PERMIT REQUIREMENTS • • • • • • •
•••• •
6.1 Application for building permit shall be accompanied by copies of the follegg: . •••••
6.1.1 This Notice of Acceptance. • • • • ••••
6.1.2 Any other documents required by the Building Official or applioab luildingSke
in order to properly evaluate the installation of this system. • •
• • • •••• • •
• • • •
•. • •• • • •
• • •
•• •
• •
•
•
•
PROFILE DRAWING
SANTAFE "MISSION BARREL" CLAY ROOF TILE
END OF THIS ACCEPTANCE
•••
•
• • ••••
• • • •
•• • •••• •
• •
••••
•
•••• • • • •
• •
•••• •
••••
• • • •
•• •• ••••
•
• •
• • • •
• • ••••
• •
• • •••• • •
• • •
•• • •• • • •
• • •
NOA No.: 07- 0626.04
Expiration Date: 10/13/12
Approval Date: 10/04/07
Page 5 of 5
D,L1
REV (2/18/2010)
M iami Shores Viiiage
Building Department
CERTIFICATE OF OCCUPANCY /COMPLETION
CHECK LIST
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
d Building permit card.
[Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended A D12
D17L AU)
setbacks from property lines and other existing structures. Ingress+ Egress, required parking 1-
spaces, Wheel stops, stripping, and all paving to exterior. Fit A
/Cert ificate of Elevation - (Sealed by surveyor). Expiration date required on the form. P � t Py
i Certificate of Insulation.
d Certificate of Sod Treatment (Final treatment- original)1
CHAPTER 2913 -5 TERMITE PROTECTION: "This Building has received a complete treatment
for the prevention of subterranean termites. Treatment is in accordance with the rules and
lawn as established by the Florida Department of Agriculture and Consumer Services."
H ealth Department Approval Letter (On septic or private water).
Note: If the house is on septic tank, approval letter is required from Health Dpt.
Soil Compaction Letter (Density report is required)
Final certification letter from the Engineer /Architect (on masonry, trusses, special structure, etc)
BaekfIew_pre tentor certificate (Required on commgcciaLprojects only)
PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO
• Emergency CO (','th ut 24 Hrs Processing) Additional fee is $80.00.
• Temporary CO (Lip to 90 days max) $75.00.
• Residential CO fe is $150.00
• Commercial CO $200.00
BUILDING
PERMIT APPLICATION
FBC 2004
Value of Work For this Permit $ tr "
Miami Shores Village e l-O e l WEL
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
RECEIVE
FE
-- - - - - --
Permit Type (circle): Building Roofmg
Owner's Name (Fee Simple Titleholder) _ALL( n 1 4 - tS2-- Phone #
Owner's Address
City M t /fir 44- 141- State ( Zip 3-'
Tenant/Lessee Name Phone #
Job Address (where the work is being done) 5
City Miami Shores Village County Miami -Dade Zip ' j ' k,
FOLIO / PARCEL #
Is Building Historically Designated YES NO
Contractor's Company Name ^ . ' Lob T'. Phone # $o£- 2.4t •i oo
Contractor's Address 1. —+ �L �. ) � Lao, -10 4.
City !► ( 1.L' / State L— Zip 33 ► 3
Qualifier Name _�Wtisww� 'E '� L.- Phone #
State Certificate or Registration No. GG{. 1•2 _14 11 Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
Type of Work: DAddition 0Alteration
Describe Work: 1.1-4 t 6 t'6. l u.S. �j6 t.6 t�?lo►�
fi.
Square / Linear Footage Of Work:
*********** ** * * *** * *** :**** **ax ** ' � * x * * * *** ** x * *** *** * * * * **�x ********
Submittal Fee $ Permit1 $ l. Lid
CCF $ CO /CC
Notary $ Training/Education Fee $ Technology Fee $
Scanning $ ' V Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $
Master Permit No. '2 ®0 - 2 7 2-
Total Fee Now Due $
Permit No. R w
3 D el eAe.e_
0 Demolition
)171
See Reverse side -4
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 (J- ce4I ( A✓
Owner or Agent
The foregoing instrument was acknowledged before me this 10
day of Feb , 20 Q, by hied al 314cai t hirer ,
who is personally known to me or who has produced PrOfit6TS
L . (9B 1050 As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commi
* * * * * * * * * * * * * **
APPLICATION APPROVED BY:
(Revised 07/10/07)
Signature
tractor
The foregoin im r etru�rient was acknowledged before me this 11
, 20 0 , by � 7bua iatt �/gve^ ,
day of nth
who is personally known to me or who has produced
I arY1 0 as identification and who did ;. • a
Sign:
Print
My Commiss
())--/fi)
NOTARY P .
VPZelta
ar - (-40111515, --d-
* * * * * * * * * * * * * * * * * * * * **
Plans Examiner
Engineer
Zoning