RF-07-2306Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: 01/02/2008
Inspector: Grande, Claudio
Owner: ABRAMS, CRISTINA
01•11.1.8..
Job Address: 343 99 Street NE
Miami Shores Village, FL
Project: <NONE>
Block:
Contractor: ISAACS ROOFING & INSULATION CORP
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Roof - New
Phone Number
Parcel Number 1132060135500
Lot:
Phone: (305)234 -5234
Building Department Comments
RE -ROOF FLAT TO FLAT AND TILE TO TILE
4'
JAN ®3 2000
4i
Passed
Inspector Comments
CREATED AS REINSPECTION FOR INSP - 67282. Disposable camera is
not acceptable form of pictures to be provided for compliance of flat roof,
and mop in of slope.
Develop the pictures and provide pictures to Building Dept. Cannot sign
final until pictures are submitted. 12/27/07 CG.
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Friday, December 28, 2007
Page 2 of 2
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2004
NOV 1 4 2007
BY: I __
Permit No.R , —c,
Master Permit No.
Permit Type (circle): Building Electrical Plumbing Mechanical
Owner's Name (Fee Simple Titleholder) Cr,. S`�l A) A A -PJ4 S Phone #(Q #c2ac. Z
Owner's Address Oj
City ‘‘-t,i t 3 f: S. State F L Zip 31,1 3?
Tenant/Lessee Name
Phone #
Job Address (where the work is being done)
City Miami Shores Village
FOLIO / PARCEL #
Li; 10.G. £67
zip 3�3
County Miami -Dade
Is Building Historically Designated YES NO \.,/
Contractor's Company Name —.!--� ,c.S
Contractor's Address q24
City l AWN, : State 11
Qualifier Name A [ ®a ,� �� eS is -a
State Certificate or Registration No. CCC.- 5S
Phone #
Architect/Engineer's Name (if applicable)
zip Z3[ S�
Phone# % Co -2i7 e9ZSCO
Certificate of Competency No.
Value of Work For this Permit $ 4z.0 c�
Phone #
Square / Linear Footage Of Work:
Type of Work: DAddition ['Alteration ONew
Describe Work: €0-e_o®c cr.A41 To 1A--(
Repair/Replace
Tz Tit
❑ Demolition
** *,r **** **** *, ** * * *, ** * *** ** * ** * * * *, Fees** * *** ** * * ** * * * * * * * *, * * * *, * ** * ***** * ** * * * * **
Submittal Fee $ Permit Fee $ 3 DO °---C)
Notary $ Training/Education Fee $
CCF $ CO /CC
Technology Fee $
Zoning $
Scanning $ Radon $ DPBR $
Bond $ Code Enforcement $
Structural Review. $
Double Fee $
Total Fee Now Due $
See Reverse side -*
Bonding Company's Name (if applicable)
Bonding Company's Address q
City State Zip
Mortgage Lender's Name (if applicable) 4 t
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 app iov d and a reinspection fee will be charged
Signature
Owner or Agent
The foregoing instrument was acknow edged bef
day ofOrMfikkr 206by "lt
Contractor
e me this 144-&- The foregoing instrument was acknow edged before me this Lik
day of l�t7v _ 20 ' by '� ' I°D �- `rc -
Y � Y Qs
—
who is , t rsonally known to e or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Si
Print k r . C s ,1,�:�. 197 7,07, 7p;A
My Co, ' ission Expires•, ° �� . `^ 1 °�1tn�,r'I:a My Co ission Exp
t CCof3}misiii,n 4',Dpw`' Cwf 7 ,
* ** * * * * * * * * * * * * * * * ** `" 'Yl ' *vMF/'F`T/* vien*** * * * * ** *** * * * * ** *,r *,r * ** **** *** ion
Bonded Thru Atlantic Dondln3 C ®,,1
who is
o me or , ho has produced
as identification and who did take an oath.
NOTARY PUBLIC:
A.
40 liwto
-%'`-e. Commission #DD362874
Fires: OCT. 14, 2008
4Airl Xttntictond'ilit 64' tie*
APPLICATION APPROVED BY:
(Revised 02/08/06)
Plans Examiner
Engineer
Zoning
Mame stones `U&49e Wt4 Vefaaesies2
10050 NE 2nd Ave * Miami Shores, FI 33138
Phone 305-795-2204; Fax 305. 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, FI 33138
Cvk AM
Property Address: S43 i C7n. T
Roofing Permit Number: i2-3c C-
Re: Owner's Name:
Date: 14
Dear Buil ing Official:
Ci 1V1.c AbriAl VL,� certify that I am not required to retrofit the roof to wall
connections of my building because:
The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please
attach proof of ad valorem taxation.
0 The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or
with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC)
State of Florida
County of Dade
C r S 10 plAatt\iuLs
Print Name
The undersigned, being the first duly sworn, deposes and says that he /she is the contractor fthe above
property mentioned. o.t.4 c�`ib
U day of c.s�.a�• ,in. ,to,,;��
Sworn to and subscribed before me this 4 �,��� s.���°
A,s1.,,GGo �• mac,
* When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and thliilding was not constructed with
FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Notary Public, Sate of Florida at Large
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Information)
n7iv!
Mast!rPerm t N ._ Process No.
lagrSEW
la NOV 1 4 2001
.o
BY:
ROOF CATEGORY
Low Slope ❑ Mechanically Fastened Tile
❑ Asphaltic ❑ Metal Panel/Shingles
Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
Mortar /Adhesive Set Tile
❑ Wood Shingles/Shakes
• • •
• • • •
❑ New Roof eroofing ❑ Recovering ❑ Repair ❑ Mainten • Maintenance • • •
•
•
ROOF SYSTEM
• • •
INFORMATION • � •••• • •
••••
Low Slope Roof Area (SF) i R O 0 Steep Sloped Roof Area (SF) l SO 0 Wel.($F) Z62rg�c� • •
•
•• •• ••••
Section B (Roof Plan) • • •
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers anil overflow drains..
•
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zoned tocatio nof�
parapets. • • •
•
INIEffil •
~!01111111• •
_ _l__• MINIM
=UMW 111111
wPMMI0 Egli
1iIp.11
iiiEIll
RIM ■I1I
iii 11111M11.111m Ili
MOM Iiiiiii
IJII
II 03 ill
•
•
•
•
•
•
w
0_
0
W o
m co
15.32 FLORIDA BUILDING C • DE — B.nLUu'1
STATE AND COUNTY RULES AND REGULATIONS
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
High- Velocity Hurricane Zone Uniform Permtt Application Form.
Surfacing: 1.1\11K-
Fastener
Spacing for Anchor/Base Sheet Attachment:
Field: y " oc @ Lap, # Rows Z @ t " oc
Perimeter: ke " oc @ Lap, # Rows @ CP " oc
Section C (Low Slope Application)
Fill in specific roof assembly components
and identify manufacturer
(If a component is not used, identify as "NA ")
System Manufacturer:
Product Approval No.:
03 o‘ .e2.
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1: �a °Z' Pmax2: `b2.-‘4 Pmax3: V2-4 •10
Max. Design Pressure, from the specific Product
Approval system: 52 •S
Deck:
Type: 1, P' ®`3
Gauge/Thickness: \ (4).
Slope:
Anchor/Base Sheet & No. of Ply(s): .5'4
AnchorBase Sheet FastgnerBond ng Material:
(` ie° 2i Sl,,,,,sc IAA \kS g T.C.
Insulation Base Layer:
Base Insulation Size and Thickness: wl��
Base Insulation Fastener/Bonding Material:
t.I
Top Insulation Layer:
NIA.
Top Insulation Size and Thickness: W (Pr
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s):
Base Sheet Fastener/Bonding MaterlaIJ
PIy Sheet(s) & No. of Ply(s): ZIOZ; -0
Ply Sheet Fastener/Bond Material:
ng VT ASeIn A}
Top PIy:
Top Ply Fastener/Bonding Material.
e
FLORIDA BUILDING CODE — BUILDING
Corner: 3 " oc @ Lap, # Rows (12. @ "8." oc
Number of Fasteners Per Insulation Board:
Field
Perimeter Corner
Illustrate Components Noted and Details as
Applicable: • • • Woodblocking, Gutter, Edge TeriDinatien, Stripping, Hashing,.
Continuous Cleat, Cant Strip, Base.Fiasiiing, C,punte,r-
Flashing, Coping, Etc.
• ••
Indicate: Mean Roof Height, Parapet:Iciight, Height of Base •
Flashing, Component Material, Mgt�gjial Thickne ss, Fastener
Type, Fastener Spacing or Subrwit • • • • •
• •
•• ••
••••
•
••••
•••
•
•
•
•
•
••.. •
•• •
•• ••
• ,71/4C • •
•• p3_
•
• •
•
Parapet
Height
f
Mean
Roof
Height
15.33
•
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
High- Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System)
Roof System Manufacturer:
CASE
Notice of Acceptance Number: ®o - ®S-2A 00.4
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations): . y P2: 61S, P3: Ct S i I
Maximum Design Pressure
(From the Product Approval Specific System):
••
•• •
••.•
Roof Slope:
3 :12
Ridge Ventilation?
Steep Sloped Roof System Description
Deck Type:
Type Underlayment:
80‘
Insulation:
ck
Mean Roof Height: I0
Fire Barrier:
6'414 .
•
••••
• •
••••
• •
-.. -
•-.
•
• •
• . •
•• •
Fastener Type & Spacing: I lit at s 4:kc
•
•
• •
•
••••
•
••••
•
••••
••••
••• •
••
T C
Adhesive Type: kt-T p4- 4.
Type Cap Sheet: of vC( kg)?
Roof Covering:
�a.:1tc e
Type & Size Drip
Edge:
3 )<3
15.34
FLORIDA BUILDING CODE — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
High- Veloclty Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
For Moment based tile systems, choose either Method I or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or
equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
yy yyt� p Method 1 "Moment Based Tile Calculations Per RAS 127'
(PI: YJ x 12.11= 1216t(f - Mu: Cl Cl = Mrl 5'4� Product Approval Mf
(P2: RSA °+ x =1 .5*) - Mg: Crr ,CC = Mr2 6.35 Product Approval Mr
(P3: �a °I x R 2:)"/ = jib °- Mg: fQ,(L 1 � 35
= Mr.; � Product Approval Mr
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval Mf
Mr required Moment Resistance*
Mean Roof Height ->
Roof Slope
15'
20'
25'
30'
40'
2:12
34.4
36.5
38.2
.7
42.2 : •
3:12
2
34.4
36.0
•
37.4 •
• •
• 69.8
4:12
30.
32.2
33.8
35.1 ..
•• • •
...,117.3 • •
5:12
28.4
30.1
.6
32.8 •••••184.9
•
6:12
26.4
28.0
29.4
30.5 •••••32.4
•
•
7:12
24.4
2 ,
27.1
28.2
••t
•••• 30.0 •
•
•••
•
•
•••
••••
•
*Must be used in conjunction with a list of moment based tile systems en t o � d by the Broward County Board of Rules•tyd PpPe als. • • • • •
For Uplift based tile systems use Method 3. Compared the values for F' with t e values . r Fr. If the F' values are greater than:Pelltrthe Fr values, •
for each area of the roof, then the tile attachment method is acceptable.
(P1:
(P2:
(P3:
Method 3 "Moment Based 'Tile Cal ulations Per RA
x L = xw:= ) - W:
x L = x w: = ) - W:
= xw:= ) -W:
xL
x cots B = Fr1 Pr ct Approval F'
x cos d = Fr,
X cos H i = Fri
• • ••••
• •
• • •
•• •
Produc pproval F'
Product Ap. val F'
• •
••
••
••
•
•
••
•
••
• ••
•
••l1I•••
0
Where to Obtain Information
Description
Symbol
f'.' Where to find
Design Pressure
PI or P2 or P3
RAS 127 T* .Ie 1 or by an engineering analysis prepared by PE based on A CE 7
Mean Roof Height
H
Job Si
Roof Slope
0
J . Site
Aerodynamic Multiplier
a.
Product Approval
Restoring Moment due to
Gravity
M g
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
M,
Calculated
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.
FLORIDA BUILDING CODE - BUILDING
15.35
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION
FOR ROOFING CONSIDERATIONS
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 govern the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement.between the owner ant the
contractor. The owner's initial in the designated space indicates-that the item has been explained.
1. CPc Aesthetics - Workmanship: the workmanship provisions of Section R4402 are
for the purpose of providing that the roof system meets the wind resistance and water
instruction performance standards. Aesthetics (appearance) are not a consideration with
respect to workmanship provisions. Aesthetic issues such as color or architectural
appearance, that are not part of a zoning code, should be addressed as part of the agreement
between the owner and the contractor.
2. C Renailing wood decks: When replacing roofing, the existing wood roof deck
may have to be renailed in accordance with the current provisions of Section R4403. (The
roof deck is usually concealed prior to removing the existing roof system).
3. C.A. Common roofs: Common roofs are those which have rig visible del eeation
between neighboring units (i.e., townhouses, condominiums, etc.) Inbui1drogs wath . •
common roofs, the roofing contractor and/or owner should notify the•enapants o acrjacent •
units of roofing to be performed. •
.... • •
• •
4. CA Exposed Ceiling: Exposed, open beam ceilings are whore•tundersidaof the • •
roof decking can be viewed from below. The owner may wish to mahntain the ai * itectural
appearance; therefore, roofing nail penetration of the underside of Waning mayhot be •,
acceptable. The provides the option of maintaining the appearance. • • • •••• • •
5. C 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. (.41 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. CA 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
ventjng which can result in extending the service life of the roof.
IF
H-
1tni-
57:( 1 is Signature Date Contractor Signature
Date
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Eagle Roofing Products LLC
1575 East C.R. 470
Sumtervi te, FL 33585
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
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 fairs.te perform is •
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may inwx liately •
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserver the right •
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division tattbis products 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 Builih g Coda, • :.
and the High Velocity Hurricane Zone of the Florida Building Code.
•
DESCRIPTION: Capistrano Concrete Tile
••
. .
• •
• • •
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, grate 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 Alex Tigera.
•
•••.
• •
••••
••• •
• •
NOA No.: 06- 0526.08
Expiration Date: 10 /05/11
Approval Date: 10 /05/06
Page I of 6
.•
•
• •
• •
e •
•
•
• •
• •
ROOFING ASSEMBLY APPROVAL
Cateeorv:
Sub- Cateeorv:
Material:
Deck Type:
Roofing
07320 Roofing Tiles
Concrete
Wood
1. SCOPE
This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by Eagle
Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of Acceptance.
For locations where the pressure requirements, as determined by applicable Building Code does not
exceed the design pressure values obtained by calculations in compliance with RAS 127 using the
values listed in section 4 herein. The attachment calculations shall be done as a moment based
system.
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Capistrano Concrete
Tile
Trim Pieces
Test
Dimensions Specifications
L = 17"
W= 121/4"
Thickness =1/2"
. 1= varies
w = varies
varying thickness
2.1 SUBMITTED EVIDENCE:
Test Aeencv
PRI Asphalt Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Red land Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Product
Description
• •
• • •
•• •
•
•
• •
•
TAS 112 High profile concrete roof tile. FQrditecet deck •
or battened nail -on applications. • • • • •
•
•
••••
TAS 112 Accessory trim, clay roof pieces fit de at ■
hips, rakes, ridges and valley terradiaddit.
Manufactured for each tile profile! •
Test Identifier
ERPF-001 -02 -02
7161 -03
Appendix III
Letter Dated Aug. 1,
1994
P09647 -01
P0402
Test Name/Report
TAS -112
Static Uplift Testing
TAS 102 & 102(A)
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Mortar Set)
Withdrawal Resistance
Testing of screw vs. smooth
shank nails
94-083 Static Uplift Testing
TAS 101 (Adhesive Set)
94-084 Static Uplift Testing
TAS 101 (Mortar Set)
• •
• • •
•• •
Date
Aug. 2006
Dec. 1991
Aug. 1994
Aug. 1994
Sept. 1993
April 1994
May 1994
NOA No.: 06- 0526.08
Expiration Date: 10/05/11
Approval Date: 10/05/06
Page 2 of 6
••••
•
••••
••••
••• •
• •
The Center for Applied 25- 7094 -(3, 6 & 9) Static Uplift Testing Oct. 1994
Engineering, Inc. TAS 102
The Center for Applied 25- 7120 -(1 & 2) Static Uplift Testing Nov. 1994
Engineering, Inc. TAS 102
The Center for Applied 25- 7183 -(3 & 4) Static Uplift Testing Feb. 1995
Engineering, Inc. TAS 102
The Center for Applied 25- 721443, 4, &7) Static Uplift Testing March, 1995
Engineering, Inc. TAS 102
The Center for Applied 25- 7804 -4 Static Uplift Testing Sep. 1996
Engineering, Inc. TAS 102
Celotex Corporation 520111 -3 Static Uplift Testing Dec. 1998
Testing Services TAS 101
Celotex Corporation 520191 -2 -1 Static Uplift Testing March 1999
Testing Services TAS 101
Walker Engineenng, Inc. Calculations Aerodynamic Multiplier
Walker Engineering, Inc. Calculations Restoring Moment Due to
Gravity
Sep.: 006 •
• SP. 2.1M}6 •
3. LIMITATIONS
•
• • • •
•
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall beormed in • "' • •
accordance with TAS 106. • • • • • •
•
33 Applicant shall retain the services of a Miami -Dade County Certified Laboratlry to rform
•
• •
quarterly test in accordance with TAS 112, appendix `A'. Such testing shall l subnjntted •
to• • • • • • • •
. • • •
.•.•
the Building Code Compliance Office for review. • • •
3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications •
• • • •
Standards listed section 4.1 herein. •
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with chapter 29 of the SFBC.
NOA No.: 06- 0526.08
Expiration Date: 10 /05/11
Approval Date: 10 /05/06
Page 3 of 6
• •
4. INSTALLATION
4.1 Eagle Roofing Products LLC Capistrano Concrete Tile and its components shall be installed
in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120.
4.2 Data For Attachment Calculations
I eme 1: average weight (W) and Dimensions (1 x w )
The Profile 1
Weight W (Ibt) 1
Length -I (ft)
1 Width -w (ft)
Capistrano Concrete Tile
10 1.417
1.04
3 ":12"
17'
Tile
Profile
Capistrano Concrete Tile
Table 2: Aerodynamic Multipliers - A ft3)
A (ft3) A (ft3)
Batten Application Direct Deck Application
0.300 0.277
.. ..
Table 3:
Restoring Moments
4 " :12"
due to Gravity
5 ":12"
- M. (ft-Ibf)
6 ":12"
• •
•
Grill9terthan
• T"
•
•
The
Profile
3 ":12"
17'
Capistrano
Concrete Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
BattMrte'Direct
• • •
• peck
6.68
6.99
6.57
6.88
6.44
6.73
6.28
6.56
6.10' •
• 6.38 1
23.1
N/A
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
29.3
.. ..
Table 4: Attachment Resistance Expressed as a Moment - MI (ft Ibf)
for Nail -On Systems • • •
Tile
Profile
Fastener Type
Direct Deck
(min 15/32" plywood)
Direct Deck
(min. 19/32" plywood)
• Battens
'.. • •
Capistrano
Concrete
Tile
2 -10d Ring Shank Nails
28.6
41.2
N/A
1 -10d Smooth or Screw
Shank Nail
5.1
6.8
N/A
2 -10d Smooth or Screw
Shank Nails
6.9
9.2
N/A
1 #8 Screw
20.7
20.7
N/A
2 #8 Screw
43.2
43.2
N/A
1 -10d Smooth or Screw
Shank Nail (Field Clip)
23.1
23.1
N/A
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
29.3
29.3
N/A
2 -10d Smooth or Screw
Shank Nails (Field Clip)
27.6
27.6
N/A
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
38.1
38.1
N/A
2 -10d Ring Shank Nails' 33.1 48.1 N/A
1. Installation with a 3° tile headtap and fastemers are located a min. of 2%2° from head of tile.
NOA No.: 06-0526.08
Expiration Date: 10/05/11
Approval Date: 10/05/06
Page 4 of 6
•
•
•
•
•••
•
•
•
•
• •
•
• •
•
•
•
••••
•
•.•• • •
•
• •
•
Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Capistrano Concrete Tile
Adhesive
29.3`
1 See manufactures co • • nent a • • royal for installation r: • uirements.
2 Flexible Products Company 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 - Mf (ft -Ibf)
for Sins le Pa Adhesive Set stems
Tile
Profile
Tile Application
Minimum Attachment
Resistance ■
Capistrano Concrete Tile
Polyfoam PoIyProTM
66/53 •
Po oam Po Prom'
38.V. • : •
3 Large paddy placement of 83grams of PolyProTM. •
4 Medium paddy placement of 2mof PoIyProTM. •
•••• fl
Table 5B: Attachment Resistance Expressed as a Moment - Alf (ft-1114 • • • •
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment• • r •
ResistaI ee: •:
Capistrano Concrete Tile
Mortar Sets
24.5 • • •
5 Tile -Tits Roof Tile Mortar. .. . •
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See
Detail Below), or following statement: "Miami -Dade County Product Control Approved ".
'1■11111111•11)
LE.
FLORIDA
CAPISTRANO CONCRETE ROOF TILE LABEL, SUMTERVn.LE PLANT
(LOCATED ON UNDERSIDE OF TILE)
NOA No.: 06- 0526.08
Expiration Date: 10 /05/11
Approval Date: 10 /05/06
Page 5 of 6
•
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•
.•
• •
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•
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•
••••
•
••••
•• • •
• •
••
• •
•
•
•
6. BUILDING PERNIIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code in
order to properly evaluate the installation of this system.
PROFILE DRAWING
MAIL, WU
• •
• • •
•• • • • • •
•
•
•
• • •
•••• • • • •
• •
•••• •
17"
CAPISTRANO CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
•••• • ••••
• i.~r., ••••
•
• •
•
• • • •
• • �!' ••••
• •
.• • •••• • •
••• • • •
• •
••
• •
•
12%11
NOA No.: 06- 0526.08
Expiration Date: 10/05/11
Approval Date: 10 /05/06
Page 6 of 6
MIAMI
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyfoam Products, Inc.
11715 Boudreaux Road
Tomball, TX 77375
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
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 441440r
the expense of such testing and the AHJ may immediately revoke, modify, or suspend the t!qe. of ;uch ppodu .t or
material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is.cipigininedlrE000
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 Hig1I e,Jpeity Hi tittle
Zone of the Florida Building Code.
DESCRIPTION: Polypro® A11160
•. • •
•
• • •
•• •• ••••
•
• • •
• RENEWAL of this NOA shall be considered after a renewal application has been filed and here has bee : • •
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 JSrge 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:
Sub Category:
Materials:
Roofmg
Roof tile adhesive
Polyurethane
SCOPE:
This approves Polypro® A11160 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® All 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® RTF 1000 N/A
ProPack® 30 & 100 N/A Dispensing Equipment ••••••
Test
Specifications
TAS 101
Product Description
. •
Two component polyure4hane foam •
adhesive •• • • •
Dispensing Equipment
•
•
•
• •
PRODUCTS MANUFACTURED BY OTHERS: • • : •
•
•
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current 1V €?e which •
list moment resistance values with the use of Polypro AH 160 roof tile adhesive. • • • • •
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Note:
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
• • •
•• • ••• •
Results
1.6 lbs. /13
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs. /Ft2
3.1 Perm / Inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158 °F., 100%
Humidity, 2 weeks
86%
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 -1 PA
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
Test Name /Report
TAS 101
TAS 101
SSTD 11 -93
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
Date
04/08/94
12/16/96
10/25/95
11/02/95
12/12/95
02/01/94
04/30/93
11/16/94
01/16/95
03/14/96
• •1'• /3/98
•
•
•
••.1.3/28/98 • •
••••
• •
•
••••
•• •• ••••
•
• • •
03/62/99 • "1..9
• • ••••
• • •
•• • ••• -
• •
••
Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire
rating.
2. Polypro® AH160 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.
k
F
2
MS
W
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 3 of 7
•
••
• •
• •
• •
•
•
•
•
•
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 Polyproo. 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 Roofmg 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
Roofmg Application Standard RAS 120, and Polyfoam Products, Inc. Polyproc+ A11160 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 tide as •
determined at calibration. No other settings shall be approved. • • • •
•6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 1004s pen •
cing . • •
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 mintttes••fter •
Polypro® AH160 has been dispensed. • • •••• • •
•
9. Polypro® AH160 placement and minimum patty weight shall be in accordance witMlit •PlacemEtir '
Details' herein. Each generic tile profile requires the specific placement noted hereon. • • • •
•
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
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
• •
• •
ADHESIVE PLACEMENT DETAH 1
SINGLE PATTY
al through plastic cement
nderlayment
Paddy (Beneath Tile)
1) Place enough adhesive to achieve 11 to 23
square Inches to contact with the pan tile
2)Tum covers upsidedown. Place adhesive 112 in.
To 1 in. From outside edge of cover tile.
Then install the tile.
10 In.
Iave Course
Underlayment
1
•
•.. •
• •
Optional 2c4'sfor '• • •
steep pitch appiatit s • All through l ie c n%#
•
•
• •
•
••••
•
••
Ease comae only
Keep adhesive spprm 4In. up
ti
Fascia
Eave Closure
Remus
top portoo
of the eave
course cover tile.
Abut to second course of
pan tiles. Ensure eave end of
pan and seventies are
flush at eave Me.
Eave closure
(road shown)
Weephole Fascia
Sheathing
Optional
Pobdup Mortar
on tongftudhial
edges of toe
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
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 6 of 7
•••...
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• •
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•••••
• •
OOOOO
••.•••
• •
•
•••.•.
• •
•.••.•
• •
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Nail through plastic cement
Paddy
(between tile)
Paddy
(under tile)
I x3in.
Single paddy on
under-
layment
Single paddy
under tile
Single paddy
on top of hie
Eave course
2 in. X 7 in. medium
size paddy eave
Fascia course only
Nail through plastic cement
Single paddy under tile
Single paddy between tile
2 In. x 7 in. medium
size paddy eave
course only
• f 'la
.0ee'phole
Eave c%sure
• •
••
Single paddy
between file
r Ne' 3 in. x 3 In.
Single /paddy
on underlayment
Single paddy
on top of file
Eave Course
Eave Closure
2 In. x 9 In. medium
size paddy eave course only
END OF THIS ACCEPTANCE
•
• •
•.
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 7 of 7
000000
•
•
•
000000
• •
•••••.
• •
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• •
•••••
•••••.
•
••
••••••
• •
•.•..•
• •
MIA M I•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
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
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed 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 Cowiy;P.oduct Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County).reS@rve th .rig& to
have this product or material tested for quality assurance purposes. If this product or material ■aiJS to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the Aid; naafi immediaejy
revoke, modify, or suspend the use of such product or material within their jurisdiction. BC7RA• eservestbsr light
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Divisio$tUrthis 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 HigliVeldcity Hwif aae
Zone of the Florida Building Code. • •
DESCRIPTION: GAF Rnberoid® Modified Bitumen Roof System for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA #02- 0408.10 and consists of pages 1 through 31.
The submitted documentation was reviewed by Frank Zuloaga, RRC.
NOA No: 03- 0501.02
Expiration Date: 11/06/08
Approval Date:10/23 /03
Page 1 of 32
••••••
•
•
•
• •
••••••
•...•
• •
00000
••••••
• • -
•
•.•.••
• •
•••••.
• •
ROOFING SYSTEM APPROVAL
Roofing
SBS /APP, Modified Bitumen
Wood
-75 psf
See General Limitation #1
Category:
Sub - Category:
Deck Type:
Maximum Design Pressure
Fire Classification:
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
GAP Asphalt Concrete
Primer (MatrixTM 307
Primer)
GAF Mineral Shield®
Granules
GAF WeatherCoat®
Emulsion (MatrixTM
Fibered 305 Emulsion)
GAF Premium Fibered
Aluminum Roof Coating
(MatrixTM System Pro
Aluminum Roof Coating
Fibered 301)
GAF Jetblack All Weather
Plastic Cement (MatrixTM
Standard Wet/Dry Roof
Cement 204)
GAFGLAS #75®
GAFGLAS #80 Uhlman(
Base Sheet
GAFGLAS Flex Pip.' 6
GAFGLAS Ply 4®
GAFGLAS ®Mineral
Surfaced Cap Sheet
GAFGLAS®
STRATAVENT®
Eliminator Perforated
Dimensions
5, 55 gallons
60 Ib. Bags
1001b. bags
5 gallons
1, 5 gallons
1,5gallons
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.3T' (1 meter)
Wide
39.37" (1 meter)
Wide
Test
Specification
ASTM D 41
ASTM D 1863
ASTM 1227
ASTM D 2824
Product
Description
Asphalt concrete primer used to promote
adhesion of asphalt in buiht ula roofmg!
• .
•••••• s•••••
Granules for surfacing o$vgQsed
asphalt, cold process cemautar •
emulsion. GAF Mineral Shiekt® • •••••
Granules shall be used far fleeting ••••
applications only. • • ••• •
Surface coating for smooUli Sdifaced •
• roofs. • • • •
• •
• • . ••••
Fibered aluminum coating. •
• .
ASTM D 3019 Refined asphalt blended with a mineral
ASTM D 3409 stabiliser and fibers. Permits adhesion
to wet and dry surfaces.
ASTM D 4601
ASTM D4601
ASTM D 2178
ASTM D 2178
ASTM D 3909
ASTM D3672
ASTM D 4897
Asphalt impregnated and coated glass
mat base sheet.
Asphalt impregnated and coated,
fiberglass base sheet
Type VI asphalt impregnated glass felt
with asphalt coating.
Type IV asphalt impregnated glass felt
with asphalt coating.
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
Fiberglass base sheet coated on both
sides with asphalt. Surfaced on the
bottom side with mineral granules
embedded in asphaltic coating with
factory perforations.
NOA No: 03- 0501.02
Expiration Date: 11/06/08
Approval Date:10/23 /03
Page 2 of 32
••••••
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• •
••••..
• •
OOOOO
•.••••
•
OOOOOO
• •
••••••
• •
Product
GAFGLAS® Flashing
GAFGLAS®
STRATAVENT®
Eliminator Perforated
Nailable
RUBEROID® SBS Heat -
WeIdTM Smooth
RUBEROID O SBS Heat -
WeIdTM Granule
RUBEROID® SBS Heat -
We1dTM 170 FR
RUBEROID® SBS Heat -
We1dTM PLUS
RUBEROID® SBS Heat -
Weld PLUS FR
RUBEROID Modified Base
Sheet
RUBEROID® Modified
Bitumen Adhesive
RUBEROID® SBS Heat -
We1dTM 25
Ruberoid
Granule
0
Mop
RUBEROID MOP Smooth
RUBEROID MOP PLUS
RUBEROID MOP 170FR
RUBEROID MOP FR
RUBEROID TORCH
Smooth
Dimensions
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
39.37" (1 meter)
Wide
5 gallons
1 meter (39.37 ")
wide
39.37" (1 meter)
Wide
1 sq. roll
87 lbs.
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
Test
Specification
ASTM D3672
ASTM D 4897
ASTM D-6164
ASTM D-6164
ASTM D-6164
ASTM D-6164
ASTM D-6164
ASTM D4601,
Type II, UL
Type G2 BUR
ASTM D 3019
Type 11I
ASTM D-6164
ASTM D 6222
ASTM D 5147
ASTM D 6298
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D 6222
ASTM D 5147
Product
Description
Asphalt coated glass fiber mat flashing
sheet available in three sizes.
Fiberglass base sheet 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 mgclijiedasphajt• •
and surfaced with miner4l.gcg1nles. •
Non -Woven Polyester maY Cpgted with • •
polymer modified asphatt.an 1. turfac� • • . .
with mineral granules. ......
• ••••
Non -Woven Polyester rMdt coated with :.
fire retardant polymer raMtitl asphalt •
and surfaced with mineral granules. • • • .
Premium glass fiber reinforced SBS- ••••
•
modified base sheet • • •. •
..
Fiber reinforced, rubberized Adhesive
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
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
fire retardant polymer modified asphalt
and surfaced with mineral granules.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, smooth
surface.
NOA No: 03- 0501.02
Expiration Date: 11/06/08
Approval Date:10/23 /03
Page 3 of 32
Product
RUBEROID TORCH
Granule
RUBEROID TORCH PLUS
RUBEROID TORCH FR
RUBEROID 170FR
TORCH
Ruberoid® 20
Ruberoid® 30
Ruberoid® 30 FR
RUBEROID®
ULTRACLAD® SBS
RUBEROID® Dual FR
Vent Stacks (metal and
plastic)
GAF Aluminum Rmnlsion
GAF Aluminum Roof Paint
(Matrix' System Pro
Aluminum Roof Coating
Fibered 302)
GAF Built -Up Roofing
Asphalt
RUBEROID MOD Asphalt,
Asphalt L & Asphalt P
Shingle- MateTM
Underlayment
Tile -Mate Modified Base
Sheet
Dimensions
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
39.37" (1 meter)
Wide
5 gallons
5 gallons
100 lb. cartons,
bulk
601b. kegs
4 sq. roll
30 lbs.
1.5 sq. roll
Test
Specification
ASTM D 6222
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 6163
ASTM D 5147
ASTMD6164
ASTM D 5147
PA 100(A)
ASTM D 1929
ASTM D 635
None
ASTM D2824,
Type I
ASTM D312,
Types I, II, III
and IV
ASTM D 5147
Product
Description
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, granule
surface.
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. •
SBS modified asphalt bale sheet : ""'
reinforce with a glass fiber mat'
..... .....
Non woven fiberglass mat c, ated with .
polymer modified asphalted surfaced • •
with mineral granules. '.... • •.....
Non woven fiberglass matcvs4ed with
fire retardant, polymer modii ed asphalt. •
and surfaced with mine=2t1 tatules.i •
Woven fiberglass mat coated with ....
Polymer modified asphalt surfaced with.. •
aluminum, copper or stainless steel f0it.•
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.
Mineral colloidal bituminous emulsion
with reflective aluminum flakes
Non- fibered. Aluminum pigmented,
asphalt roof coating
Interply mopping and surfacing asphalt
SEBS modified asphalt
Fiberglass reinforced shingle
underlayment
SBS modified asphalt base sheet and
interply sheet reinforce with a glass fiber
mat tile underlayment.
NOA No: 03-0501.02
Expiration Date: 11/06/08
Approval Date:10/23 /03
Page 4 of 32
......
•
•
•
......
• •
......
• •
.....
• .
.....
......
•
•
••....
......
Product
Tile -Mate Modified Cap
Tile -Mate Modified Cap
Plus
TopCoat® Surface Seal SB
(Matrix 602 SB Coating)
GAF WeatherCote®
MB +(Matrix 715 MB
Coating)
TopCoat MB +(Matrix 715
MB Coating)
WeatherCoteTM (Matrix
531 WeatherCote®
Elastomeric Flashing
Grade)
Matrix Low VOC
Matrix 101 System Pro SBS
Adhesive
(Ruberoid ®MB) Matrix
201 System Pro SBS
Flashing
(Ruberoid ®MB) Matrix
102 Select SBS Adhesive
(Ruberoid ®MB) Matrix
202 Select SBS Flashing
Matrix 203 Standard Plastic
Cement
Matrix 213 Gun Grade
Plastic Cement
Matrix 103 Cold Adhesive
Matrix 303 Select Fibered
Aluminum
Matrix 304 Select Non -
Fibered
RUBEROID® Modified
Bitumen Adhesive
Test
Dimensions Specification
1 sq. roll ASTM D 5147
103 lbs.
1 sq. roll ASTM D 5147
102 lbs.
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
ASTM D3019
ASTM D3019
ASTM D3019
ASTM D4586
ASTM D4586
ASTM D4586
ASTM D3019
ASTMD 2824
ASTM D2824,
Type I
ASTM D 3019
Type III
Product
Description
Non -woven polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules tile underlayment.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules tile underlayment.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
•
Surface coating for smooth surfaced apd• • . •
mineral surfaced roofs. • • • •
Surface coating for smoddeorfraced ale • • •
mineral surfaced roofs. • . • • •
• ••••
• :: • •.••
•
Surface coating for smq jI .Ltrfaced anQ' • •
mineral surfaced roofs.. • • • • .
Cold Applied ModifieddSEtgAsphal1...
Adhesive
• -....'
• Cold Applied Modified SEB9 Asphalt.
•
Adhesive — Flashing Grade. •
Cold Applied Modified SEBS Asphalt
Adhesive.
Cold Applied Modified SEBS Asphalt
Adhesive -- Flashing Grade.
Standard Plastic Asphalt Roofing
Cement
Standard Plastic Asphalt Roofmg
Cement Caulk Grade.
Cold Applied Asphalt Adhesive.
Fibered aluminum coating.
Non- fibered. Aluminum pigmented,
asphalt roof coating.
Fiber reinforced, rubberized Adhesive
NOA No: 03-0501.02
Expiration Date: 11/06/08
Approval Date:10/23 /03
Page 5 of 32
••••.•
•
•
• •
••••••
• •
•••••
• •
•••.•
••••••
.•
•
••••••
• •
•••..•
APPROVED INSULATIONS:
Product Name
GAFTEMP Isotherm R, RA, RN &
Composite, EnergyGuard RA
GAFTEMP® Composite A & N
(BMCA)GAFTEMP® Fiberboard
GAFTEMP® Permalite
GAFTEMP GAFCANTTM
GAFTEMP Permalite Recover
Board
GAFTEMP GAFEDGETM Tapered
Edge Strip
(BMCA) GAFTEMP® High
Density Fiberboard
BMCA EnergyGuard, RA
BMCA Composite EnergyGuard,
RA
PYROX
White Line
ACFoam I, lI & Composite
ISO 95+
ISO 95+ Composite
EPS
Wood Fiber
High Density Wood Fiberboard
Pelite/Urethane Composite
Perlite Insulation
Dens Deck
E'NRG'Y -2 & ENRG'Y -2 PLUS,
UltraGard Gold
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
High density wood fiberboard insulation.
Polyisocynurate foam insulation
Polyisocynurate /wood fiberboard
composite
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate /perlite ridged
insulation
Extruded polystyrene insulation
Wood fiber insulation board
Wood fiber insulation board
Perlite / urethane composite board
insulation
Perlite insulation board
Water resistant gypsum board
Polyisocyanurate foam insulation
Manufacturer
(With Current NOA)
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.. • eeee
GAF Mnedrial. Corp? •
GAF 1VPaValt Corp;°°°°°
•
GAF Mq.itiiiis Co
••••••
• ••••
GAF 111taterfals Corp..
• . •• •
•
• • ••, •
BMCA • • •
•
•••.
• •
•••.
Apache Products Co.
Apache Products Co.
Atlas Energy Products
Firestone Building
Products, Inc.
Firestone Building
Products, Inc.
Generic
Generic
Generic
Generic
generic
G -P Gypsum Corp.
Johns Manville
NOA No: 03- 0501.02
Expiration Date: 11/06/08
Approval Date:10/23 /03
Page 6 of 32
••••••
•
•
• •
••••••
• •
•..••
• •
•••••
••••.•
•
•
•
••••.•
• •
••••••
APPROVED INSULATIONS:
Product Name
FiberGlass Roof Insulation
ISORoc
Structodek
Multi -Max & FA
Paroc Base Board
Paroc Cap Board
APPROVED FASTENERS:
TABLE 2
Product Description
Glass fiber/Mineral fiber insulation
Polyisocyanurate foam / rockwool
composite insulation
Wood fiber insulation board
Polyisocyanurate roof insulation
Rockwool insulation
Fastener Product
Number Name
1. GANTIIE® (Drill -Tec ®)
#12 Standard & #14 Heavy
Duty Roofing Fastener
2. GAFTITE® (Drill -Tec ®)
ASAP
3. GAFTITEri (Drill -Tec ®)
Base Sheet Fastener and
Plate
4. Galvalume Plates (Drill -
Tec® Metal)
5. Polypropylene Plates
(Drill -Tec® Plastic)
6. Dekfast Fasteners #12, #14
& #15
7. Dekfast Hex Plate
8. Dekfast Lock Plate
9. #12 Roofgrip Fasteners
10. Metal Plate
11. Gearlok Plastic Plate
12. Glasfast Fastener
TABLE 3
Product
Description
Insulation fastener for
steel, wood & concrete
decks.
Pre- assembled GAFTITE
Fasteners and metal and
plastic plates.
Base sheet fastening
assembly.
Dimensions
Round galvalume stress 3" and 3 V2"
plates.
Round polypropylene 3" and 31/2"
stress plates.
Insulation fastener for
wood, steel and concrete
decks
Galvalume hex stress plate.
Polypropylene locking
plate.
Insulation fastener for
wood and steel.
Galvalume stress plate.
Polypropylene round plate
Insulation fastener
assembly with recessed
plastic plate
27/8 "x
3 I /a"
3" x 31/4„
3" round
3" square
3.2"
Manufacturer
(With Current NOA)
Johns Manville
Johns Manville
Masonite.
RMax, Inc.
Partek, Inc.
• •
• ••••••
• • •
•• • • •
•••••• ••••••
•
1Vra1i fl tturer •
(With %'uMrent
•••• NQ�)• : •
GAPl1atetals Corp.• • •
•• •• •
••••••
GAtMaterials Gptp? •
• •
• .. ••• •
GAF Materials Corp. • •
GAF Materials Corp.
GAF Materials Corp.
Construction Fasteners
Inc
Construction Fasteners
Inc.
Construction Fasteners
Inc.
1TW Buildex Corp.
1TW Buildex Corp.
ITW Buildex Corp.
Johns Manville
NOA No: 03- 0501.02
Expiration Date: 11/06/08
Approval Date:10/23 /03
Page 7 of 32
••••••
• '
•
••••••
• :
••••
•
• •
OOOOO
•
•••••'
•••••.
• •
•
••••••
• •
••••••
• •
APPROVED FASTENERS:
Fastener
Number
Product
Name
13. Olympic Fastener #12 &
#14
14. Olympic Fastener ASAP
15. Olympic Polypropylene
16. Olympic G -2
17. Olympic Standard
18. Insul-Fixx Fastener
19. Insul-Fixx S Plate
20. Insul-Fixx P Plate
21. Tru -Fast
22. Tru -Fast Plates
23. Tru -Fast Plates
EVIDENCE SUBMITTED:
Test Agency
Factory Mutual Research Corp.
Factory Mutual Research Corp.
Trinity Engineering
PRI Asphalt Technologies, Inc.
IRT of S. Fl.
IRT of S. Fl.
TABLE 3
Product
Description
Insulation fastener
Pre - assembled Insulation
fastener and plate
Polypropylene plastic plate
3.5" round galvalume
AZ55 steel plate
3" round galvalume AZ50
steel plate
Insulation fastener for steel
and wood decks
3" round galvalume AZ50
steel plate
3" round polyethylene
stress plate
Insulation fastener for steel
and wood decks
3" round galvalume AZ55
steel plate
Polyethylene plastic plate
Test Identifier
Current Insulation
Attachment Requirements
FMRC 4470 - PA 114
Wind Uplift PA 114
GAF-020 -02-01
02-005
02-014
Manufacturer
Dimensions (With Current NOA)
Olympic Manufacturing
Group, Inc.
Olympic Manufacturing
Group, Inc.
3.25" round Olympic Manufacturing
Group, Inc.
3.5" round Olympic Manufacturing
Group, Inc.
3" round Olymp p Manufactufpg•..
Crrgdp,c•
WS/ Stadler • •.. •.
•••.••
3" round
3" round
3" round
3" round
•
SFStStt dler . � � �,
••.•• •
VATSgad1er ••••
•• •• •
•.•
The T.rn -ast: Corp. •
• The.Tr1i -cast C2r�, •
••
The Tru -Fast Corp.
Description Date
FMRC 1996 01.01.96
J.I. 1B9A8.AM 09.04.97
J.L 3D4Q2.AM 04.30.97
4483.04 97 -1 06.06.97
ASTM D 4977 02.01.02
TAS 114 01.18.02
TAS 114 03.22.02
NOA No: 03- 0501.02
Expiration Date: 11/06/08
Approval Date:10 /23/03
Page 8 of 32
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•
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• •
• •
Membrane Type: SBS
Deck Type 1: Wood, Non - insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type E-2: RUBEROID @ Tile Underlayment, Base Sheet mechanically attached.
All General and System Limitations shall apply.
Anchor sheet: GAFGLAS® #80 lltimaTM Base Sheet, RUBEROID® 20 base sheet or Tile -Mate
Modified Base Sheet applied with a minimum 2" side lap and a minimum 6 "end
lap. Base sheet may be applied at a right angle (90°) to the slope of the deck with
approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the
2" side lap, and two 12" o.c. staggered rows along the center of the sheet.
Ply Sheet: (Optional) One, or more plies GAFGLAS PLY 4® Ply, GAFGLAS FlexPlyTM 6
sheet, GAFGLAS #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
Membrane.
Maximum Design
Pressure:
One ' ' ' OID® MOP, RUBEROID® MOP PLUS, RUBEROID® SBS
eat- We1dTM Granule, RUBEROID®. SBS Heat We1dTM PLUS, Tile -Mate
Modified Cap or Tile -Mate Modified Cap Plus, membrane may be applied at a
e (90°) to the slope of the deck* adhered in a full mopping of Type
asphalt appli . .14 .. "MI � e
shall be backnailed to deck with approved annular ring shank nails and tin caps in
accordance to applicable Building Code. No nails or tin caps shall be exposed
* Membrane may also be installed parallel to the slope of the roof (Le. strapping).
If membrane is strapped, then anchor sheet and ply sheet must also be strapped.
Refer to tile manufacturer's NOA.
Maximum Slope: Must Comply with Roofing,Application Standard RAS 118, RAS 119, RAS 120
and applicable Building Code.
NOA No: 03- 0501.02
Expiration Date: 11/06/08
Approval Date:10/23 /03
Page 30 of 32
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex Ply "M 6 when used as a mechanically fastened base or
anchor sheet.
2. Minimum 1 /a" Dens Deck or Vz Type X gypsum board is acceptable to be installed directly over the
wood deck
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofmg Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq., or mechanically
attached using the fastening pattern of the top layer • •••••
3. All standard panel sizes are acceptable for mechanical attachment. When applir416 n approved
•
asphalt, panel size shall be 4' x 4' maximum. • • •..1 • • • • • •
4. An •
overlay and/or recovery board insulation panel is required on all applications s $ closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is u0!1w base sheet,
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 2f" •o.c.; orstii"r •
mopped 8" ribbons in three rows, one at each sidelap and one down the center of 1M %feet allowxi� .
a continuous area of. ventilation. Encircling of the strips is not acceptable. A t', •� *eak shM•be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application offitheriystem shall
be at a minimum rate of 12 lbs.sq. Note: Spot attached systems shall be limited tg a maxiimi•
design pressure of -45 psf.
• 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value el;,
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field - tested, are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida 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. (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 comers).
(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: 03- 0501.02
Expiration Date: 11/06/08
Approval Date:10/23 /03
Page 32 of 32
••....
• •
•
• •
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• •
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• .
4444.
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• •
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09126/ 201'17 R
3057518579 .airPW MIAMI
2007 11100FING TIAATEAIALS ANO SYSTEMS DiRECTORY
ROOF COVERING MATERIALS (rEVT)
ROOF COVERING MAIMALS (TEVT) 195
ri-r.. cc.
Roofing Systems (T.GFL:)-Cr.-.7trburecl
Insulation: One or more layers perlite, Oils& fiber. 3 /4 in min, t.ioc.ya-
mirate, ure.therie, perluelisocyanurate composite. r.,erlitalurefhat:c cora.-
.posite, 1-1/2 in. min.
Base Sheet (Oprionalk. One or More layers Type Cl., C2 or C3.
Membrane: One or more layers "Ruberoid Ton:13- i,.Sr000th o 1.3r:in•-■11.
"Ruben-aid Terri.; Granule Plus", "Ruhernid Mnp rnoth c,r
or "Ruberoid Mop Plus Granule".
Surlacingt Gravel.
7. Deck: C-15/32 incline.: 1,12
Insulation (Optional:: One or more layers perlite., wnc.c1
fih isocTarturate. urethane, perlitellsocyantirate composite,
urethane composite, wood fibei-/ tsoryanurate com,posite.
Base Sheet Two or more layers Type G2 or I.
Ply She (Optional): One or more layers Type Gi
Membrane: One or more lovers "Ruberaid Tordt" i:;inooth.ort`.:ranuie':,
"Ruberoid Torch Granule Pius", "Ruberoid Mop" f5raookk, or Grain:le',
or "Ruberoid Mop Plies Granule"-
Surfacing: Karnak No, 97, 1-1/2 - gallsq or gravel.
8. Deck: NC Incline: 1/2
Irisuiation: One or more layers perlite, glass fiber. 3/4 in. Mal, isorya
norm.% urethane, pe.rlitelisocyanurare compost te„ r.oal-
posite, 1-1/2 in. nsin.
ease Sheet (Optional!): One or moie layers Type CI, G2 or C3.
Membrane: One or more layers "Ruberoid 'Tor -,:h" (Smooth or Crarittie1.
''Roberoid Torch Cranule ''Ruberoid Mop" t5rnnoth or C.2raniale'i
or "Ruhr:rota Mao Plus Granule".
'Surfacing: Grandy "AL. MB Aluminum Roof .Cetiting" el 1-2 ;:,-;a1/•:,;-3.
9. Deck: C-15/32 Irirline: 1/2
• Insulation (Optional): One or more layers perlite, I 1er. ll!-t
min, isocyarturate, urethane, perlite/isocyrarbrate carrip(rsite, prTI■iel
urethane composite, phenolic, 1-1/2 M. min.
tr. •.e., ....Asa Sheet: One or more layer.t. Type C2 "GAFGLAS f-lheet",
,s0Whot mopped or mechanically fastened. in place_
x'..e Ply Sheet One or more layers Type 01 "CAFC3...65 Ply a.".. hoi
• in ptace.
Membrane: "Rtiberoiti Mop 170 FR".
Surfacing (Optional): 'GAF Fibered Aluminum Coatiri:;- a 1 1/2
• ;
V gal/s4 or 'GAF Weather Coat Erout5ion" ar 3 gal/sq.
..aa
AT 10. Deleted
11. Deleted
12. Deleted
13. Deleted
14. Deleted
15. Deck C45/32 Incline: 1/2
Insulation (Optional): Perlite, fiber glass, isncyanerde, urethane ...;:-
pertite/isocyanutate composite_
Base Sheet: One or more layers Type G2 or C3 ha:ic sheet, hot 1,c*PP0-1
or mechanically fastened.
li 16. Deck: C-15/32
place.
Membrane: "Rubftid Mop 170 Pv...
Ply Sheet {Optional): One or more layers Type 01, }i.: inoppr-fd -n
Insulation (Optional): Perlite. fiber glass, i_koc.yarittrate.
perlite/lsocyanurote composite. offset 6 ix - from joints.
Base Sheet: Chic or more layers Type (0,-.2 or 0-3 base skic.rtr, hoe
tar rnfxhartiarily fastened. •
Ply Sheet (Optir/nal): One or more layers 'f:trpc 0-1, hot II,o;-,ped H.1
Incline: 1/2
1 17. peek: NC
place,
Membrane: One layer ''Rubtroid Torch Smooth- or "Iluottroid %lop
Snit-nth".
'Membrane: One laver "Ruberoid Mop 17:3 P11".
Insulation (Optional): Perlita, fiber glass, wed ilbicr, Roca:Ara:rata.
urethane or perlite/asocyarturate composite,
Base Sheet: One or more layers Type C2 ar 03 base. sbert, hot
or mechanically fastened.
Ply. Sheet (Optional): One or more layers Type Gi. not, rool•••p.,,:i in
. Incline: 1
Deck: NC place.
Membrane: One layer "Robaroid Mop 170 FR'
18. De
urethane or perlifelisocyarturate composite_
Insulation 40plionall: Pointe, 6b2r glaS,s, vo:101.1 ii;nr.r, ti...-Ocyant;r:-.:1,
Base Sheet (Optional): One or me lavers Tvbe ii-2 or Ce-7,
hot mopped or mechanicaily Enstned..Incline: 1/2
LOOK FO)) Ti HE iii_ aliARti.
I Roofing Sy5torns (TC,FTS-C.orttintted
i
Ply Shmfrt ii,-;ptirrnall: One or more layers Type G-1, hot mopped in
2.:i1c.c, i
Mq,.31111,-,t4t: One layer "Ritheroid Torch Srinxith" (smooth), "Ruberoid
...
Nicip1t9toiatli".
One lavr.ff ”Rubtroid Mop 17taFR' (granufel.
`-1 1-2ec1 incline: 1/2
losulallnn (Optional): One or more layers perlite, glass Stier. isocya-
nurate,Imcdiane or perlikallsocyanurate composite, any thickne%.
'Base 5..:ek-, One or more plies Type G1 or 02, bat mopped or adhered
,i,ith i4rrizik Cl 'r21 "No. 51" or Gibson-Homan 'Nn. 6160" cold
2 pplielt adhesive at I-1/2 gallsq.
Mem arle: C..rne layer "Ruheroid Map 170 PR", hot mopped or adhered
bl i,.
'11h arno.ti Olmincal "No. Si" or Gibson-Homan "No, 6160" cold
apptied adhei,,ive at 1-1/2 gal isq.
Y.). Dek toil
21. 1f
Oecic.,.-15/ 32 Iodine.: 1/2
insulation 'Optimal): Ptilyisocyanurate, wood fiber, periite, glass fiber
any aiiichneos, her mopped or mechanically faster • •
Base .11.7.1-l:: One or more plies Fyffe C; ectrziFGL.4113/4b•se sheers,
heir tolopperi or mechanically castanets • „._ - 000000
Marribritee: One or more pile.: "Railificysetiall.f-F,11K:itlelilt.arliiiriNd in _ P137:. ...:
n. Diacto ',-2-15/32 . - • • .
Insulation (Optionath Polvisoryanuret!!‘vooti 06er; riprlite, of gilt" ••
fiber pity thickness, hot mopped ardtskoanicallY-4.:e,led.
-- • -
.••••
• •
Base4Sheet: One•or more plies-Ifie.4,44'ItsAFCLA$47;i:ot moppeo :
• .
rrlf!chanically tastened.
.:•••• (a, in 00000
Ply Sheen Oral or more plies- Rubsto •.0 , .iot-2-notissid,, prace- • - •
Me: !inane: One or snore plies lit!belkiki 30 Fre,Mitopped isa;i°,s!€!! oo
1
23. Oeck C-15/32 - -:•••inaline; 1.,2 _ _ •• 000000
Info, arion (Optiertath fiber-g:w- cfpatlite, trif,charditally fastened. • •
133w,11 sheet: one ar more lay_e-4_Tipe G2, hat mailtistlier rnechen4ic;e1x- -•
AI • . 00000
fas.ned. - • .. ... • •-•,,,,
fly 35heet Two or mote layers tffae-CA, hot mireiiii3 or atechatc•U •
• • 11 •
filSt{,rted
• • •
;vier/Ira/re: "blub-zrolci 30" Or_"!iii'ibe!.otd Modified caeshte
mo pod •:n place- . - -
sii4acing, Karnak -Chemical "Karr.ak No. 97 Foretell ' Aluminum
Pophait Roof Coating" or "Karnak No. 97 Asbestos Pita Alurninurn Roof
Coating" at 3 to 2 gal/sq. •
2-3. Deric N;C: Irictine: 1/4
Imo-brim; (optional): Polyisocyinurate, partite, glass fiber Or WOOri
fiber. 2 irt. max.
B.aite Sheet Type 15 asphalt organic felt oc.Type CI -mechanically
(aliened or adhered with hot roofing asphalt,
Mrnobrana: "Rub.2roid Torch Granule 1" (modified bitumen),
Seirfaeingt Karnak Chemical "Karnak No. 97 Fibrated Aluminum
Asphalt Roof Coatine" or "Karnak No. 97 Asbestos rceeAturnixtura Pipet
1 25. r3Cofs.,,gat__:r2:;5a/t31;i to 2 gal/sq. .•
:. • Inc. line: 1/4
I irtsnistirin; Two layers glasti fiber (staggered joints). 1 itt..each.
Bpe 5,1‘,„ace: Type C2, mechanically tastenedr or adhered with hot
r4ofil)g, asphalt.
i embrane.: "Ruheroid Torch Granule 1" (modified bitumen).
i facing: :Karnak Chemical "Karnak No. 97 f ibrated Aturnininn
i .. phalt Roof Coating" et 1 to 2 gal/m.
2i., Dr k: NC incline: 1/4
Vetnbrana.: "Rubaroid Torch Granule 3" (modified bitumert),.. • .
I Surfacing: Karnak alewife] "Karnak NO. 97. Fibrated Aluminum
i
AL-Than Roof. Coating" at-1 to 2 gal/sq. i . ...
Indinw 1/2" • "
i 27. 'lleeir: NC
Insulation (Optional): Perlite, wood fiber or glass Slim 1 in. irtax,
Marhanfcsily fastened or adhered. with hot roofing asphalt.
I !Base Sheet: Type C2 or "Flex Base 60" (moclibed bitumen), mechani-
ilviembrone: "Ruberoid Torch Gronule 1", heat fused.
lly fastened or adhered with hot roofing asphalt.
!surfacing: Mortsr.1- Products "Endure Altimintim Roof Coating".
1 I "Weather Check" Or "Pro-Gradc Ahtminum Roof Coatifig", 1.5 gal/sq.
Incline: 1/2
1 2?'''. ::;:icstIa"‘61C2oia (Optional): Perlite, wood iiber, glass fiber or isocyanurate/
I I Base Siaaat: Type 02 (modified bitumen), mechanic-ally fastened or
; oretharie hoard. 2 in, max., mechanically fastened.
1
i 1 rihered with hot soefing asphalt- •„,
l membrane: "Ruberoid Torch Granule 1". (;bodified bitumen), bear
.7,51,..s.
I ,_ _,
;
ON PRODUCT
CITIZENS PROPERTY INSURANCE CORPORATION, WIND ONLY POLICY
6676 Corporate "enter Parkway, Jacksonville, Florida 32216 -0973
' ? ITIZENS
omen moon.
SURED NAME AND ADDRESS
ABRAMS, PETER AND CRISTINA
343 NE 99TH ST
MIAMI SHORES, FL 33138
LILY TERM 4/26/2007 TO 4/26/2008 AT 12:01 A.M. (EST)
INCEPTION DATE EXPIRATION DATE This is your Policy Declaration Page - This is not a Bill
tem
to:
1
2
CITIZENS POLICY NO.
THIS IS A
DWELLING
1071413
PAGE
OF INSURANCE
Cfltente
DE'DUCTihLES:
HURRICANE /r)Yh.r' Y) nR
79,000 $5,800 (2 %) /$500
Territory:
Premium
T -24
2,498
ONE STORY MASONRY 1 UNIT DWELLING LOC:
343 NE 99TH ST MIAMI SHORES, DADE FL 33138 -2436
One story, Masonry, flat roof, roof covering: Non -FBC Equivalent, Roof Deck
Attachment -A, roof wall connection: Toe - Nails, Class A shutters and Year Built
Verified: No -1926 Homestead Property
If the above characteristics do not accurately describe your dwelling, contact your agent.
61,000 5,000 $1,220 (2%) /$500 T -24 562
TENANT OCCUPIED TWO STORY MASONRY 1 UNIT DWELLING
2 story, Masonry, flat roof, roof covering: Non -FBC Equivalent, Roof Deck
Attachment -A, roof wall connection: Toe -Nails and Year Built Verified: No -1926
Homestead Property
If the above characteristics do not accurately describe your dwelling, contact your agent.
P - I
TOTAL AMOUNT OF COVERAGE
435,000
ACTUAL PREMIUM
PREMIUM SURCHARGES TOTAI, PREMIUM
Non - Hurricane 72.00
Hurricane 2, 988.00
Tax - Exempt Sur 54 .00
2005 FHCF Emer Assmnt
$ 31.00
Reins /Cat Financing
$ 459.00
$
Do NOT PAY
3,604.00
ubject to Form No(s):
CIT -W04 21 CIT DW2 07 04 CIT W24 05 05 CIT WO1 94 10 05
tortgagee /Loss Payee:
COUNTRYWIDE HOME LOANS INC.
ISAOA /ATIMA
PO BOX 961206 FTWX -22
FT WORTH, TX 76161
LOAN #085540054
gent:
JOHN WILKERSON AGENCY 4824
15455 WEST DIXIE HIGHWAY
SUITE F
NORTH MIAMI BEACH, FL 33162 -3061
I RU/ttt ••MY canal ■itU ■t/ttt VIM �uus
Payor:
COUNTRYWIDE HOME LOANS INC.
ISAOA /ATIMA
PO BOX 961206 FTWX -22
FT WORTH, TX 76161 -0212
Date: 4/05/2007
U.S. SOUTH
Engineering & Testing Lab., Inc.
Project
6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015
Telephone: (305) 558 -2588 • Fax: (305) 362 -4669
ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN
FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE
PROTOCOL TAS 106
No 09981
SITE SPECIFIC INFORMATION
Owner's Name ' ': 61' - Permit # R P U-04-2304,
Job Address 3 ' 5 ti q, �' l ..t 1 d-1 1 � �� o ft,
Roofing Contra or -'kti' t-
Type of Tile: PAIITIMM1111616 Date Installed. 2.- 0-1)
Approximate Roof Height: feet Roof Pitch: iz'-
Type of Access to Roof: Scaffolds Ladder Other
Approximate Square Footage of Roof: i i 43 QQ ft2
Required Testing Force: 351b . Testing Equipment: Chatillion 100
Date Tested- 11.--- 1-7- —®
TEST RESULTS
P = PASS, F = FAIL
Teat Location
Uplift Pula P or H
Test Location
Uplift Pull Test(P or F)
Test Location
Uplift Pull Test(P or F)
Test Location
Uplift Pull Test(P or F)
1
28
&.
51
78
2
27
52
77
3
28
53
78
4
29
54
79
5
30
55
80
6
31
56
81
7
32
57
8
33
58
83
9
34
59
84
10
35
60
85
11
36
61
88
12
_
37
62
87
13
38
63
88
14
39
64
89
15
1 40
65
90
16
41
66
91
17
42
67
92
18
43
68
93
19
44
69
94
20
45
70
95
21
48
71
96
22
47
72
97
23
48
73
98
24
49
74
99
25
/
50
75
100
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 108, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT
QUALITY CONTROL TEST'F
THIS REPORT UB TTED BY:
Z
Lab Certification # 98- 0608.04 /211/iV/4-
State of FL Certificate Authoriz: ton # 4100
Sketch aRoof
Job 3 � + �5- �� 94 J2 5 F I
N =-4
Cciaacto
r erFer,F1 ,t34
Checkd By
Seale
■il11Q! C s , !M %s /!ri!!
ifi 1[' t rM"b' M/t1[!R
1111110111111.111111111111111MIESANIMMEMIBMIIIIIIMMI
■1;r %!/ ;,7 /! /MUM
1111111111111111LOMIIIIRIMMI4 14111M1111111111111
1111111111111111111111112111111MMUMMIMINIMINIUMMU
■liilmm!!•;[ nallnIM11111111 1,!!z ait ;�1
11111111111111111111111111111uldiumulis
IMO 11111MIIIIMPILIMM1111111111111111111011111111111111111111
Q111 ii 1101111 [ii/i/11111111
•R! !i�.11Ka111l �[!!
E�m�lfifilL ! 11111 00[!!!!U1!!
111111111111111111.111111111111111111111111111111111111110M1M191111
,alt!! !a!!t!!!!!1',t /U
�11111l1111111i!/!!! /!!!
i! Q!:!!i ! i!i!i!!!
aIURnII!!i! Iul
gonsommanuaammuumann
RE: Permit #
Miami Siotelfdeve
7,0evitsteat
10050 NE 2nd Ave
Miami Shores, Fl 33138
Phone 305-795-2204; Fax 305-756-8972
www.miamishoresvillage.com
- ll 0`1 _s 062
1 AIA,r) Go (CZ
DATE: ! f • 2 • °7
INSPECTION AFFIDAVIT
, licensed as &(n) Contractor /engineer / Architect,
(Print name and circle License Type) FS 468 Building Inspector
License #: SS Co
On or about •
(Date & time)
secondary water barrier work at
, I did personally inspect the roof deck nailing and /or
,z. -c Gills
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane
Mitigation Retrofit Manual (Based on 553.844 F.S)
Signature
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above
property mentioned. ���
0\,,p
Sworn to and subscribed before me this )N1) a0 day of 0-1 �c�a o* *'S•o .�a�°'
�4�6 40 `off
Notary Public, Sate of Florida at Large J -: 1 4
`General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection.
Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each
inspection
NOTICE OF COMMENCEMENT 111111111111111111111111111111111111111111111
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO._ TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713; Florida Statutes, the following information
is provided in this Notice of Commencement.
1. Legal description of property and street/address:
CFN 2007R1104378
OR Lk 26054 Ps 1516; (lea)
RECORDED 11/19/2007 10:45:18
HARVEY l UVIHr CLERK OF COURT
MIAMI- £'A£DE COUNT'Yr FLORIDA
LAST PAGE
343 _0-C Qqs r -R-
2. Description of improvement: tea$
3. Owner(s) name and address:
51-11 10'
Interest in property:
Name and address of fee simple titleholder: r
4. Contractor's name and address: Xs 0.cs -o' ::
X245 sr`1
if 'r fa
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond $
6. Lender's name and address:
7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address:. �.
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address: t-
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different date is specified)
Signa
Print Owner's Name
C 4,--1:1-10 t
Sworn to and subscribed before me this 1 day of r 69 ., 20°37
Notary Pub
Print Notary's Name
My commission expire
123.Ot -52 PACE 4 5/06
Caste11anc5
Commission #DD362874
Expires: OCT. 14, 2008
Bonded•Thru Ad anti c Bonding Co., Inc.
Prepared by F -rLAr,6 fl,�J Z4447_
Address: gZqS 5(.4.1 jS s1 4- zo"o
4;[