RF-07-1063Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: 07/12/2007
Inspector: Grande, Claudio
Owner: ROMANIK, DAVID
Job Address: 95 95 Street NE
Miami Shores Village, FL
Project <NONE>
Contractor: ISAACS ROOFING & INSULATION CORP
eL
Block:
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Roof - New
Phone Number
Parcel Number 1132060130730
Lot:
Phone: (305)234 -5234
Building Department Comments
RE -ROOF TILE TO TILE COLOR THRU
IJUL 12 . A Ili
Passed
°'/
Inspector Comments
j/
Z-..
Failed.
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Friday, July 13, 2007
Page 1 of 2
BUILDING
PERMIT APP
FBC 2004
Miami Shores Village -taum
Building Department c )31107.
toish.
Tel: (305) 795.2204 Fax: (305) 756.8972
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Permit No. tZFOT' 1063
ICATION MAY 2 3 2007, LMaster Permit No.
BY:
Permit Type (circle): Building Electrical Plumbing Mechanical Roofing
Owner's Name (Fee Simpl Titleholder) -004 id 9.-0rnaritk. Phone # 1$(Q . ‘1."-Q1) :51,1q q 0
Owner's Address CA5 O '- .
City i' XV ■Ai State r1.0f 1C, 01 Zip 3.7.4:1>
Tenant/Lessee Name
Phone #
Job Address (where the work is being done) V&2 Q� a
City Miami Shores Village County Miami -Dade
FOLIO / PARCEL #
Is Building Historically Designated YES NO
Zip
Contractor's Company Name J��i J Phone #
3l
Contractor's Address.
Z54 .V2 .
City ° / State irf Zip
Qualifier Name -41 Phone #
State Certificate or Registration No. C-c-c---/ 3 Ce Certificate of Competency No.
Architect/Engineer's Name (if applicable)
Value of Work For this Pe
Type of Work:
Describe Work:
it $
e ;/ Phone #
Square / Linear Footage Of Work:r 00 1
['Addition DAlteration QNew Repair/Replace
%CG T ilc
❑ Demolition
C6164 111 rtl OK
******* ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fees * * * * * * * * ** * * * * * * * * **
Submittal Fee $
Notary $
Scanning $ 1 Z-
Bond $
Permit Fee $ 32S
T
tp
ining/Education Fee $ 2 .CO
Radon $ DPBR $
Code Enforcement $
Structural Review. $
* * * * * * * * * * *. * * * * * **
CCF $ , .0 0 CO /CC
Technology Fee $ U • ��
Zoning $
Double Fee $
Total Fee Now Due $ 353. 1 JUN 0 5 PAID
See Reverse side -* CiL,
Bonding Company's e (if applicable)
Bonding Company's Addre
City tate 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 Aitit4 H)AVIT: 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 appr ved d a reinspection fee will be charged
Signature
Owner or Agent
The for oing instrument was acknowledged before me this 23
day of ,2000by ,, 4.1 .ic�
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC: OF FLORIDA
NOTARY PUBLIC -STATE
Isaia. ► 4 Sole 69
y I
Sign: ", ,0 ' �Y 22, 200
Print: -
My Commission Expires:
5. S
*********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED BY:
(Revised 02/08/06)
Signature -
Contractor
The foregoing instrument was acknowledged before me this Z3
/ l G
day of `go U1 , 20 01 , by 4(..04-r1
who is personally known to me or who has produced
as identification and who
A EtLiC -STAVE OF PLO
NOTARY! ' A 1 .,
Sign:
Print:
•I
'Isaias Del Sol
s'9
ai I D O 9
S ,n ed Thrtl Atlantic Bonding Co., Inc.
Z4 (St, (
kake an oath.
My Commission Expires: S - 2-- ° `' 9
Plans Examiner
i/ Engineer
Zoning
Miami Shores Village
Building epartment
1,11010 NS,Mitt Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Permit No. 617-106:3
Job Name
Date
BUILDING CRITIQUE SHEET
1
Reviewer:
Claudio Grande C.B.O
305 - 795 -2204 Ext 1430
4
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
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Florida BilAldirt0•Cbde'Editioti 20334' •••• • •• •••
High - Velocity Hurricane Zone UnlforeePenn4t AppllcatIonform.
Section A Formal Information). •
• •
• • •
Master Permit No. ���rPcG� � � • Brd�S.N4.•
Contractor's Name
Job Address
ROOF CATEGORY /
❑ Low Slope ❑ Mechanically Fastened Tile aMortar /Adhesive Set Tile
�1
❑ Asphaltic ❑ Metal PanelShingles ❑ Wood Shingles/Shakes k'
Shingles
MAY2320 7 W
❑ New Roof
Low Slope Roof Area (SF)
❑ Prescriptive BUR -RAS 150
ROOF TYPE
Reroofing ❑ Recovering
ROOF SYSTEM
INFORMATION
BY:
❑ Repair ❑ Maintenance
Steep Sloped Roof Area (SF) 340 D Total (SF) o� �
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly identity dimensions of elevated pressure zones and location of
parapets.
�M S,or�� •
APPROVED BY DATE
ZONING DEPT
BLDG DEPT
SUBJECT TO COMPLIAN sf WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
1532 FLORIDA BUILDING CODE — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
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Florida BI4Idirtg.Cbde £drIjon YOA4 •
High- Velocity Hurricane Zone nIforin.. •Rerinit Appilcationorm.
Section D (Steep Sloped Roof System)
•• • • • •• ••• ••
• •
Roof System Manufacturer:
kfo
. .
• •
Notice of Acceptance Number: 0 ( 052_47
.03
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations): f
5 P2: q 5 ( P3: .s
P1: L1 1
Maximum Design Pressure
(From the Product Approval Sp 'fic S em)
( paetiA4
Roof Slope:
z_: 12
Ridge Venti ation?
Steep Sloped Roof System Description
Deck Type:
(._60)(1
Type Underlayment:
Insulation:
Fire Barrier:
I A,
Fastener Type & Spacing:
Adhesive Type:
Type Cap Sheet: O
Mean Roof Height: Roof Covering:
Type & Size Drip
Edge:
ift.e T L c
15.34
FLORIDA BUILDING CODE — BUILDING
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• • • • • • : : RObF ASSEMBLIES AND ROOFTOP STRUCTURES
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Florida liutitlinb Gdde'Ethta13 24004
High - Velocity HUITicand'Zone LDhtft'irm permit APpilc$tIon Form.
Section E (Tile Calculations)
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For Moment based tile systems. choose either Method 10)1.2. Ct•npd►e tie viue•for■Mr frith the•alues from Mt. If the Mt values are greater than or
• ••• • • • • •• •
equal to the Mr values. for each area of the roof. then the tile ettati�m,t r•eth•ti is acceptable. •
Methexl I "!ltmentfBaldt�Tilil Calctlatitms�i'erttAR 112'7"
(P1: 45 x X • 111 = iV(f -- Mg: (or g& Mrl C� / / Product Approval Mf
(P2: a‘ '� x X ^ 111 .2(0311 Mg s 3 = Mr2 1 1• Z 0 Product Approval M
(P;: CtS'\ x . .v11 = Mr; ! ,_4 Prxluct Approval M
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval Mt
Mr required Moment Resistance*
Mean Roo Height -9
Root SI 1
15'
20'
25'
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
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
4
25.9
27.1
282
30.0
"`Must he used in conjunction with a list of mom tt based tile systems endorsed by the Bro and County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared t values for F' with the values f r. If the F' values are greater than or equal to the Fr values.
for each area of the roof. then the tile attachment method 1. •ceptahle.
Method 3 "Moment c sed Tile C:; culations Per RAS I27"
(P1: xL = xw:= ) -W:
= X w: = ) . W:
xw:= ) -W: / x cos0
(P,:
(P z:
X
xl.
Product Approval F'
Product Appmval F'
Prtxluct Approval F'
W , "rye to Obtain Info tion
Description
Symbol
ere to find
Design Pressure
PI or P2 or '
RAS 127 Table I or by an engineering analys
prepared by PE based on ASCE 7
Mean Roof Height
Job Site
Roof Slope
(J
Job Site
Aerodynamic Multiplier
i
Product Approval
Restoring Moment due
Gr.,' ity
M�
Product Approval
Attachment R istance
Mt
Product Approval
Required Momen "' esistance
M,
Calculated
Minim 'n Attachment
Resistance
F'
Product Approval
Requir
t Uplift Resistance
Fr
Calculated
Tile Weight
W
Product Approval
'Average
c
VTile Dimensions
L = length
W = width
Product Approval
All calculations must be submit ed to the building official at the time of permit application.
FLORIDA BUILDING CODE — BUILDING
15.35
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SECTION 1524
HIGH VELOCITY HURRICANE ZONE$ ItEQUIRAII OW 4ERVNOT1gICATION FOR ROOFING
gONJDERVION$ • : :. •
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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.rtrfiienin.reguQpittits DAP standards of the industry for roofing
system installations. Additionally, the following Merit %QoQk bi dpssedgs part of the agreement between the
owner and the contractor. The owner's initial in rea ja4eftt boS iQdigtDs Vit the item has been explained.
1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone)
are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) issues 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. Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed
in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building
Code. (The roof deck is usually concealed prior to removing the existing roof system).
"1)Z 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner
should notify the occupants of adjacent units of roofing work to be performed.
cDV--- 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail
penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the
option of maintaining this appearance.
_5. Ponding Water: The current roof system and/or deck of the building may not drain well and may
cause water to pond (accumulate) in low-lying areas of the roof. 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.
/sZ 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance
with the Florida Building Code, Plumbing.
COT— 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of
the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be
beneficial to consider additional venting which can result in extending the service life of the roof.
es/Agent's Signature
/ /
Date Contractor's Signature
Property Address Permit Number
Rev.:1,2O,2005,Computer Services, Building Department
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Eagle Roofing Products LLC
1575 East C.R. 470
Sumterville, FL 33585
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N LAMI -JADE COt iNT4, FLORIDA
METRO -DADE FLAGLER BUILDING
•440,'VVSST•1IA0bER CE EE'B,S[IITE 1603
• • • • • • MkAtIL4ARn1A 33130-1563
(3b5) 373-2 j01: FAX (35) 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 fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the ABJ 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: Capistrano Concrete 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 Alex Tigera.
NOA No.: 06- 0526.08
Expiration Date: 10/05/11
Approval Date: 10 /05/06
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub - Category: 07320 Roofmg Tiles
Material: Concrete
Deck Tyne: Wood
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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
Annlicant Dimensions
Capistrano Concrete
Tile
Trim Pieces
L= 17"
W =12IA"
Thickness ='/z"
1= varies
w = varies
varying thickness
Test
Snecafications
Product
Description
TAS 112 High profile concrete roof tile. For direct deck
or battened nail -on applications.
TAS 112
2.1 SUBMITTED EVIDENCE:
Test Agency Test Identifier
PRI Asphalt Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
ERPF-001 -02 -02
7161 -03
Appendix III
Letter Dated Aug. 1,
1994
P09647 -01
P0402
94 -083
94-084
Accessory trim, clay roof pieces for use at
hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
Test Name/Report Date
TAS -112 Aug.2006
Static Uplift Testing Dec. 1991
TAS 102 & 102(A)
Wind Tunnel Testing Aug. 1994
TAS 108 (Nail-On)
Wind Tunnel Testing Aug. 1994
TAS 108 (Mortar Set)
Withdrawal Resistance Sept. 1993
Testing of screw vs. smooth
shank nails
Static Uplift Testing April 1994
TAS 101 (Adhesive Set)
Static Uplift Testing May 1994
TAS 101 (Mortar Set)
NOA No.: 06-0526.08
Expiration Date: 10/05/11
Approval Date: 10/05/06
Page 2 of 6
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• • • • • • • 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 testin : ' • N 1994
Engineering, Inc. : . •. dw
•T .10: :'. •
•
•
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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 Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2006
Walker Engineering, Inc. Calculations Restoring Moment Due to Sep. 2006
Gravity
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in
accordance with TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to
the Building Code Compliance Office for review.
3.4 Minimum 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
r
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4. INSTALLATION
4.1 Eagle Roofing Products LLC Capistrano Concrete Tide Ina it; con,oseats dill kt8 Installed
in strict compliance with Roofing Application Standarf RA6'1�18i RASA 1 i9 !rid RA $•120.
4.2 Data For Attachment Calculations ' ' • •
.• • • • • • ••• ••
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight -W (Ibf)
Length -I (ft)
Width -w (ft)
Capistrano Concrete Tile
10
1.417
1.04
Tile
Profile
Capistrano Concrete Tile
Table 2: Aer amic Multi
Ilers -
0.300
A (ft
Direct Deck A • • I!cation
0.277
NOA No.: 06- 0526.08
Expiration Date: 10 /05/11
Approval Date: 10/05/06
Page 4 of 6
Table 3: Restorin • Moments due to Gray - M , ft -I •
Tile
Profile
3 ":12"
4 " :12°
5 °:12°
6 6:12"
Greater than
7 °:12"
Capistrano
Concrete Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
6.68
6.99
6.57
6.88
6.44
6.73
6.28
6.56
6.10
6.38
NOA No.: 06- 0526.08
Expiration Date: 10 /05/11
Approval Date: 10/05/06
Page 4 of 6
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft Ibf)
for Nairn Systems
The
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
412
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
432
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 WA
1. Installation with a 3° tile headlap and fastemers are located a min. of 2W 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 aka IItpnQnj
for Two Pa Adhesive Set Ste s•
MI Sit -1 • •
• • • • • •
Tile
Profile
Tile Application
Minimum Attac ment
Resistance
Capistrano Concrete Tile
Adhesive
29.32
1 See manufactures corn • •neat a' • royal for installation r = , irements.
2 Flexible Products Company TIIeBond
Poiyfoam Product Inc. Average weight
Average weight per patty 10.7 grams.
per patty 8 grams.
Table 5A: Attachment
Resistance Expressed as a Moment
for Single Patty Adhesive Set Systems
Tile Application
- Mf (ft -Ibf)
Minimu :
t
Tile
Profile
s nce
Capistrano Concrete Tile
Polyfoam PoIyPrond
66.5'
Polyfoam PolyProm
3 Large paddy placement of 63grams of PoiyProTM.
4 Medium paddy placement of 24grams of PoIyProTM.
Table 5B: Attachment Resistance Expressed as a Moment - M f (ft-Ibf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Capistrano Concrete Tile
Mortar Sets
24.5
5 Tile -Tite 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 ".
EAiifr
FLORIDA
CAPISTRANO CONCRETE ROOF TILE LABEL, SUMTERVILLE 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
• • ••• • • • •••
•• •• • • • •• •• •
•
• • • • • • • • • •
• • • •• • • • • •
• • ••• • • • • •••
• ••• • ••• • •••
• • • • • • • • •
••• • • • • • • • •
• • •
• • • • •
••• ••• • • • • • • • • • •
• • 6. BUILDING PERMIT REQUIREMENTS • • • •
6.1 Application for building permit shall be accompanied by c•opie sof the f olio wing:• • •
6.1.1 This Notice of Acceptance. •
6.1.2 Any other documents required by the Building Ojlilalbr3pplitable building rde in
order to properly evaluate the installation of tlif syStefi. • • • • • • • •
PROFILE DRAWING
MAIL HOL
1
CAPISTRANO CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No.: 06-0526.08
Expiration Date: 10 /05/11
Approval Date: 10/05/06
Page 6 of 6
BUILDING CODE COMPL
PRODUCT CONTROL DI
NOTICE OF ACCE
Polyfoam Products, Inc.
11715 Boudreaux Road
Tomball, TX 77375
• . •••
•• •• •
• • • •
• •
• • • •
• • • • •••
• • • •••
•••••• •
••••• •
•
••• • • • • •
• • • • • •
• • • ••••
MAY 252001 i
Itomk
• • • • • • • • Altai' l$ADE COUNTY, FLORIDA
• • •• • • •• • • • •
• • • • • • • • • • 4E1:R0 -DADE FLAGLER BUILDING
• • • • • • 140 WES7'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 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 Ilurricane
Zone of the Florida Building Code.
DESCRIPTION: Poiypro® 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 Jorge L. Acebo.
IT : 1- 10b3
Miami Shores Village
DATE
APPROVED
BY
ZONING DEPT
MIILYN°
J.
r WITH ALL
RULES AND REGULATIONS
FEDERAL
BLDG DEPT
'_!3JECT TO COMPLIAN
^'E AND COUNTY
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 1 of 7
ROOFING ASSEMBLY
Category:
Sub Category:
Materials:
SCOPE:
APPROVAL:
Roofing
Roof tile adhesive
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® 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 Test
Specifications
Polypro® AH160 N/A TAS 101
Foampro® RTF1000
ProPack® 30 & 100
N/A
N/A
Product Description
Two component polyurethane foam
adhesive
Dispensing Equipment
Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which
list moment resistance values with the use of Polypro AH160 roof tile adhesive.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
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. /ft.3
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%
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
Ccnter for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research institute
Trinity Engineering
Celotex Corp. Testing Services
LIMITATIONS:
1.
• •
• . •
• •
.
• • • . •••
•.•... •
• • • • • • • •
•1• • • •
• • • • •
•..• ••••
• •.. • ... • •••
• • • • • • • •
•..• • ••. _ • • •
• • • • . • • •
•... • •. •.•
• ... • • •
'Pest 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
Test Name /Report
.
•
T45 101.. ..
:SSTI1l 1�3 :
• • ••• ••
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
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® AH160 shall solely be used with tlat, low, & high tilt 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® AH 160 roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
F
2
F'=
MS
W
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 3 of 7
INSTALLATION:
• • •.• • • • •••
•• •• • • • •• •• •
• • • • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• • ••• • • • • .D•
• •.. • ••• • •••
••• ••• •• •
• • •• • • •• • • • •
1. Polypro® AH160 may be used with any roof t11easSe$ibly liielcin'g ecurrheNDA that lists uplift
resistance values with the use of Polypro® AH 160.
2. Polypro® AH160 shall be applied in compliance with,h Comment lapli.ajion section and the
corresponding Placement Details noted herein. `File arife il: a�tsItntly', adhesive attachment with
the use of Polypro® AH160 shall provide sufficien :atsa m eiLt z ist4ice, exljressed as an uplift
based system, to meet or exceed the uplift resistafte ddteimilied in tontai to 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 tie adhesive and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AII160 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 "N' 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 pernnanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after
Polypro® AH 160 has been dispensed.
9. Polypro® AH160 placement and minimum patty weight shall he in accordance with the 'Placement
Details' herein. Each generic tile profile requires the specific placement noted herein.
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement
Detail
Single Paddy
Weight Min.
(grams)
35
Two Paddy Weight
per paddy Min.
(grams)
N/A
Flat, Low, High Profiles
_
#1
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 codc 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
• • ••• •
•• • • •
.•• • • • • •• '•• • • •
•
• • • • ••• • •
• • •.S • • • •
••• •.. • ••• • ...
• • •• • .
ADHESIVE, PrACgME�1T DETA•LL l: •
• •
SINGLE PATTY • •' •
Eave course only,
Keep adhesive approx.
4 M. up from weepholes
1) Place enough adhesive to achieve 17 to steep Doh *Pollens
square inches M contact wlth the pan die
2) Turn covers upside down. Piave adhesive 112 In.
To 1 M. From outside edge of cover tile.
Then install the toe.
Optional2x4's for
Underlayment
Nall through plastic cement
Ramey
top portion
of the eave
course cover tile.
Ahut to second course of
pan tiles. Ensure eave end of
pan and cover tiles are
flush at eave line.
Eave closure
)mortar shown)
Weephole Fascia B
Sheathing
Optional
Potrd up Mortar
on hmgttudhral
edges of tile
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 5 of 7
• • ••• •
••••• • •• • ••• . •••
• • ••• •
•
• • ••• • • • • •
• ...
• . • • • • ••• • ...
•
ADHESIVE :PLA,CFMEMI D1'QIH Z . • • •
• SINGLE PA'!1 •' • • • • •
.•• • • . .. ... ..
• ... • • • • •• •
• • • • ... ...
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 6 of 7
•... ••• • • • •••
• • • • •. •
• • • • • • • .• •
• • ••• •
•
• • • • • • • • •
• •.. • • • • •..
••• •.• • ••.
• • • • • • ••.•
ADHESIlTE:P aCENIESir i . E'rac ' •
DOUBLE. PA�'fl'• �•• :
••• ; • • .• .•• ••
• ... •..
•
Nall through plastic cement
Paddy
(between tile)
Paddy
(under tile)
••
3 in.
t x3in.
Single paddy on
under -
layment
Single paddy
under the
Eave course
Single o to ap ad po tile paddy '�"
2 in. X 7 in. medium
n
sae paddy eave
Fascia course only
Aairthrodgh platlorceaien•
Underlayment
1
Single paddy under tile
Single paddy between tile
2 In. x 7 in. medium
she paddy eave
course only
in.x 3 in.
Single 4 in.
paddy on
under -
layment
Single paddy
on top of tile
Eave
Course
Fascia
Weephole
Eave closure
Drip edge
Nail through plastic cement
Single paddy
between tile
-423 in. x3in.
Single paddy
on underlayment
Single paddy
on top of tile
Eave Course
Eave Closure
2 in. x 7 In. medium
Fasc 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
U.S. SOUTH
Engineering & Testing Lab., Inc.
Project No 09598
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
SITE SPECIFIC INFORMATION _
Owner's Name. � � � A-O-- 1 IC- Permit # Vim' S °� 4 o4-3
Job Address.
Roofing Contra
Type of Tile: 4 - Date Installed- :'P"Z":Z
Approximate Roof Height: -2- feet Roof Pitch: 17._ l
Type of Access to Roof: Scaffolds adder Other
Approximate Square Footage of Roof: '3/ 5-6 YD ft2
Required Testin Force: 35 lbs. Testing Equipment: Chatillion 100
Date Tested: "'3
TEST RESULTS
P = PASS, F = FAIL
Tat Location
Uplift Pull Test(P or F)
Tat Location
Uplift Pull Test(P or F)
Tat Location
Uplift Pull Tost(P or F)
Tat Location
Uplift Pull Test(P or F)
1
' '_
11'
hIG
' YI
78
2
27
1.
52
77
3
28
53
78
4
29
54
1
79
5
30
55
80
6
31
56
81
7
32
57
82
8
33
I
58
83
9
34
59
84
10
35
60
85
11
36
81
88
12
37
82
87
13
38
63
88
14
39
64
89
15
40
65
90
16
41
88
91
17
42
67
92
18
43
68
93
19
44
69
94
20
45
70
95
21
46
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 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT
QUALITY CONTROL TEST.
THIS REPORT UB ED BY:
P.E.
Lab Certification # 98 -0608.
State of FL Certificate Authorization # 4100
Sketch of Roof
Job Oj 9 ' - ct9 T, ta,7 s5i0,
Sheet Number o `Z
Contractor hraFt
Checked By
By
Scale �'�
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■11IIE VIE11 ■11TIEF; : ■:I MIZ ZZI: ■1111■
111 ■ ■11 11.1111 ■11■ ■■ ■11.1111■ ■11011 ■111101111
111111 ■1111► 111■ 1II■■11■ ■■ ■■ ■1111 ■■ ■ ■11 ■11■
sulmmumanymumnommmummuumno
■11 ■11■ ■1111!1111 ■■1111 ■ ■■ ■■ ■1111 ■11 ■11■ ■1111
■1!/11 ■ ■11[ 1 ■ ■1111■■ ®■■ ■1111■■■■■■■
Prr■11■ ■■ ■111 1i01i1 ■ ■ ■■■ ■■1111 ■ ■11 ■ ■ ■■ ■■■
11111 ■ ■ ■ZAIt11 ■ ■ ■ ■■ ■ ■ ■■■ ■1111 ■ ■ ■ ■11■
■11 ■ ■■f1611EM IIIIII ■ ■■ ■ ■■11 ■■■ ■11■■■■
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,?;
a
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: 06/22/2007
Inspector: Grande, Claudio
Owner: ROMANIK, DAVID
Job Address: 95 95 Street NE
Miami Shores Village, FL
Project: <NONE>
Block:
Contractor: ISAACS ROOFING & INSULATION CORP
M7 -11
Permit Type: Roof
Inspection Type: Tile In Progress
Work Classification: Roof - New
Phone Number
Parcel Number 1132060130730
Lot:
Phone: (305)234 -5234
Building Department Comments
RE -ROOF TILE TO TILE COLOR THRU
JUN 212001
MIFInspector
Comments
Passed
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Thursday, June 21, 2007
Page 2 of 2
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 50252
Permit Number: RF -5 -07 -1063
Inspection Date: 06/06/2007
Inspector: Rodriguez, Jorge
Owner: ROMANIK, DAVID
Job Address: 95 95 Street NE
Miami Shores Village, FL
Project: <NONE>
Block:
Contractor: ISAACS ROOFING & INSULATION CORP
Permit Type: Roof
Inspection Type: Tin Cap
Work Classification: Roof - New
Phone Number
Parcel Number 1132060130730
Lot:
Phone: (305)234 -5234
Building Department Comments
RE -ROOF TILE TO TILE COLOR THRU
Passed
Inspector Comments
,7°c' X6 6 ,i 7
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Tuesday, June 5, 2007
Page 2 of 2
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP -50253
Permit Number: RF -5 -07 -1063
Inspection Date: 06/06/2007
Inspector: Rodriguez, Jorge
Owner: ROMANIK, DAVID
Job Address: 95 95 Street NE
Miami Shores Village, FL
Project: <NONE>
Block:
Contractor: ISAACS ROOFING & INSULATION CORP
Permit Type: Roof
Inspection Type: Hot Mop
Work Classification: Roof - New
Phone Number
Parcel Number 1132060130730
Lot:
Phone: (305)234 -5234
Building Department Comments
RE -ROOF TILE TO TILE COLOR THRU
6 101
Passed
Inspector Comments
#(90 7 7
vr, ® Pe
60;4"
-7
/ 1
$
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Tuesday, June 5, 2007
Page 2 of 2
NOTICE OF COMMENCEMENT
Notice of Commencement must be filed if the job valuation is $ 2,500.00 and/or more in labor and material. However, it does not
apply to the repair or replacement of an existing heating or air conditioning system less than $5000.00 in value.
Please file at 22 NW 1st Street, 1st Floor, Miami, Florida (305) 275 -1155
Permit Number: Tax Folio Number:
State of Florida County of Dade
The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with
Chapter 713, Florida Statute, the following information is provided in this Notice of Commencement.
Legal description of property and street address:
6/5 tot 'RS Si
Description of improvement:
Owner(s) name and address:
M 4 N
G.S NC RS Sr.
Interest in property: °LA.) `(?-
Name and address of fee simple titleholder:
Contractor's name and address:
g23-e5 51.
Surety: (Payment bond required by owner from contractor if any)
STATE OF FLORIDA, COUNTY OF•DADE
Name and address: J + HEREBY CERTIFY that this is a true co
origins ded in this
Amount of Bond:
Lender's name and address:
/AMMO 3'3VQ IWVIW
NUM
MUM
^n .�.r
, AD 20
WITNESS my hand and Official Seal.
ARMY RUVIN, CLERK, o+cura�
-1' By
Persons with the State of Florida designed by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7., Florida Statute:
Name and address:
eitt
In addition to himself/herself, Owner designates the following permit(s) to receive a copy of a Lienor's Notice as provided in
Section 713.13(1)(b), Florida Statute:
Name and address:
Expiration date of Notice of Commencement: (the expirations date is one (1) year from the date of recording unless a
different date is specified)
(L€y\ OLA (Signature of Owner)
Print Owner's Name: ‘ Ci (1,O Prepared by
Swom to a d subscribed before me this Address:
day of / , 2
Persona Known, or
Produced Identification
Oath taken Oath not taken
Notary Public:
Print Notary's Name.
Commission Expires:
MR, &MRS.GONZALEZ
_____ 4,1i∎I �I: '`
Expires: OCT. 14, 2000
Bonded Thru Aclende Banding Co,, inn,
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