RF-13-1979I-
s
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-198310 Permit Number: RF -8-13-1979
Scheduled Inspection Date: September 12, 2013
Inspector: Naranjo, Ismael
Owner: LAURENT, GUY
Job Address: 65 NW 106 Street
Miami Shores, FL 33150 -
Project: <NONE>
Contractor: MIAMI ROOFING SYSTEMS INC
Building Department Comments
TILE RE -ROOF
Permit Type: Roof
Inspection Type: Tin Cap
Work Classification: Tile
Phone Number
Parcel Number
TIN CAP SPACEING False
INSPECTOR COMMENTS False
Inspector Comments
Passed Ea ,C'4� ob-- g/e
Failed
Correction ❑
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
1121360060190
September 11, 2013 For Inspections please call: (305)762-4949 Page 8 of 16
RE: Permit #_ ��, $ ' �J-- 19 q q
Miami shores Village
Building Department
INSMOON AFFIDAVIT
10050 N.E.2nd Avenue
-Mianri Shores, -Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
DATE: 91(' 1
I SQY+.etr '�. QIr� ,�� licensed as a (n) Contractor / Engineer / Architect,
(Print name and crce License Type) FS 468 Building Inspector
License #: C.6 _0 5%'c�jW,
On or about 9' lo_ 112n 10, F�Ca>rr I I did personally inspect the roof deck nailing a
�aate & tInhe)
Besendaw I work at _-Ur
3 OU
(Cmnplele 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 swom, depo"s and says that he/she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this day of
Notary Public, Sate of Florida at Large ' �P�e;••, MARIA MARTINEZ
Notary tate of FINWO
My Comm. Expires Apt 14.2018
Commission by EE 183833
*General, Buikhg, Residential, or Roofing Contactors or any Indhvidhml cWNW under 468 F.S. to make such an Inspection. Include photoghapihs of each plane of the ►oof wh h
pemd# and addnm # dw fly shoran marked an the deck for each Inspection►
I W p�.iti
I.*
RE: Permit # kF- $ - 13-- 19 Q Cl
Miami shores Village
Building Department
INS, T1ON AFFIDAVIT
10050 N.E.2nd Avenue
Mam-i Shores, -Florida 33138
Tel: (305) 795.2204
Fax: (305) 758.8972
DATE: 1(obs
IQVtQ✓ Q�-�,Z _, licensed as a (n) Contractor / Engineer / Architect,
(Print name and circle License Type) FS 468 Building Inspector
License * C ` % Wb
On or about_ I9 -<Ivv\ I did personally inspect the roof deck nailing
pate & time)
eeA 2111.rMate;.bar work at l a 10
(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 swom, deposes and says that he/she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this L04�X day of L,- Q61%
Notary Public, Sate of Florida at Large
'General, Building, Residential, or Roofing Contractors or any individual certified
permit # and address #clearly shown marked on the ds& for each inspection
Revised on 5/2112009
MARIA MARTINEZ
o a —.State of Florlda
My Comm. Expires Apr 14. 2016
Cnmmission # EE 183633
F.S. to make such an inspection. Include photoghaphs of each plane of the roof with
r Lab Report No. 121936
RIDA TEC
Providing Solutions to the Roofing Industry C.A. #: 26095
Lab Certificate: 09-0715.02
CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE
TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS-106 ,Ind I
PROPERTYADDRESS: 65 NW 106' St., Miami Shores PERMIfNo. RF-8-13-1979
OWNER Mia Laurent ROOFING SQUARES• 13
CONTRACTOR: Miami Roofing ROOF mcm, 3:12
YTLE TYPE. Double Roll INSPECTOR IMTL4M. JM
ATTACHMENT. yfoam TEST DATE: 10/23/2013
Testina Fauinmenfi Dinital Chatillnn DFm qM1 Tact Tahulafinn
Renuired Testinn Fnrra- 35 Ihs
No.
RESULT No. RESULT No. RESULT No. RESULT No. RESULT
1-9
Passed
10-19
Passed
20-29
Passed
1H15 KUUt' HAS: PASShV XW 1'A1LEt) "THE S'IAIIU UPLlr 1' 1N AC UOPd)ANC E Wl-1"H M1AM1-llADL UUUNI Y IAS 1U6.
Riwed by:
d
4.E.-ILic138
/0-�2,�f,i 5
Front
10735 SW 216' St. Tel: (305) 256-4550
Unit 416 Miami, FL 33170 www.floridatec.net Fax (305) 256-6833
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
CEIVIED
SEP 1:3 201
LY:
FBC 20
BUILDING Permit No. RF—S 13 19 79
PERMIT APPLI Master Permit No.
Permit Type: BUILDING ROOFING
JOB ADDRESS: -& 5 tA • W 100 .5
City: Miami Shores County: Miami Dade Zip: 31? 1 SCS
Folio/Parcel#: 1i Z 13G p®G® !°I®
Is the Building Historically Designated: Yes NO IK Flood Zone:
OWNER: Name (Fee Simple
Address: (a 5 .
City: 11� QAA S rr®� State: FT- Zip: 3 3l S e -j
Tenant/Lessee Name: Phone#:
Email: - - All --A.
CONTRACTOR: Company Name: 0Aj a jn� qg2CgE-A N5 91 5 i tJ(-. Phone#: 30 S
Address: &61 N • W t® ( 5T
City: Nkl Oin"n State: mac_ Zip: 2 S f -S-(n
Qualifier Name: ICA k-1 moi' 0, M A R -'C-A N Com. Phone#: 3pS -7 5 L! _SSS S4
State Certification or Registration #: (rC ®SS! '37— Certificate of Competency #:
Contact Phone#: 36S -75Email Address: en;G" XPi NA-S!tS*e_i aI afa J7 04
DESIGNER: Architect/Engineer:
Valuejorkfr� _ s ernut: Square/Linear Footage of Work:
Type of Work: ❑Addition
I-1 A 1 a......a1.,..
ONew
❑Repair/Replace
ODemolition
Color thru tile:
Submittal Fee $ �—(✓ Permit Fee $ 4� 06 CCF $ CO/CC $
Scanning Fee $ Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
DBPR $ Bond
Technology Fee $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
zip
zip.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
SignatureSignature
O er or Agent
Contractor
The fore omg instrument was acknowledged before me this �3 The forego' g instrument was acknowledged before me this,✓� --
day of= , 20 L3, by Guy L,, }�-�, day of , 20 Z.?f', by ti's // i AI Z
who is personally known to me or who has produced who is ¢ sn'�i_ o o me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires: _IA,5501-1111.
: W OMM MI -0N wom
EXPIRES: AU9W 8, 2017
8WdW 7lw Nota y PubU0 Wd 1s
APPROVED BY �. � 11f0 //-> Plans Examiner „-
as identification and who did take an oath.
NOTARY
My Commission Expires:
828882
r 23, 2016
Zoning
Structural Review Clerk
(Revised 5/2/2012XRevised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007)
SEP 13 2013
HIGH -VELOCITY HURRICANE ZONES
Florida Building Cade Edition 2010
High Velodty Hurricane Zone Uniform Permit Application Form.
ction Q (SteepSIOPed Roof System)
gu;ctA
Manufacturer.0 tJ TEG d Q- gao "( ie- , n C.roval Number: 10 5 i D, D L
Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations):
PI: '? P3• i QO
Maximum Design Pressure
Product Approval Specific System: -Z& - �-
Method of file attachment: --A , K,&S;jC , 2 5 vy pyt Pa �U
`tea k I pa---,
Steep Sloped Roof System Description
Q
( o
Deck Type: X t�
�ype Underlayment: nn =
Roof Slope: ry
Insulation:
:12 U)
Fire Barrier:
LU
Ridge Ventilation?
NFastener Type 8� Spacing: �/ �, r ; �4
H -S
hesive Type: o
Mean Roof Height: I z e"
Cap Sheet:
150re,1_..
Roof Covering:
Type & Size Drip
dge: �3 n X
Cn
0
Z)
y w
cc
'M n
:)
Z -C
a z
v
W �
� w
CO Q
2010 FLORIDA BUILDING CODE — RESIDENTIAL 44.23
HIGH-)/ELOCITY HURRICANE ZONES
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based the systems, choose either Method 1 or 2. Compared the values
for Mr with the values from Mt. If the Mt values are greater than or equal to the Mr
values, for each area of the roof, then the tile attachment method is acceptable
Method I "Moment Based Tile Calculations Per RAS 127"
(PI: 3q .1 x x 2.21 Md 1, . 7q = Mrt 14.'55 Product Approval M, 21; • �
(Pa: k,t Mi_ G� - 7� = Mr2 Q `{ Product Approval M, Z6- l
(P3:106-1' x R S1- l O) - Me = Mr3 Product Approval Mr
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval Mr
*Must be used in conjunction With a list of moment based the systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values for Fwith the
values for Fr. If the 1'' values are greater than or equal to the Fr values, for each
area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(Pt: xl:_- x w:=_j-W:_xcost9. = Fr,: F'
(P2:_xl:_= s w:= )-W:_xcos9.•'= Ft2: F
(P3 : x L• _ = _ x w:=___) -W: - x cos 8. - = Fra: F
Mr Required Moment Resistance"
Description
Symbol
Mean Roof Height -j
Roof Slope
15' 20' 26'
30'
40'
2:12
34.4 36.5 38.2
39.7
42.2
3:12
32.2 34.4 36.0
37.4
39.8
4:12
30.4 32.2 33.8
36.1
37.3
5:12
28.4 30.1 31.6
32.8
34.9
6:12
26.4 1 28.0 1 29A
30.5
32.4
7:12
24.4 1 25.9 1 27.1
28.2
30.0
*Must be used in conjunction With a list of moment based the systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values for Fwith the
values for Fr. If the 1'' values are greater than or equal to the Fr values, for each
area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(Pt: xl:_- x w:=_j-W:_xcost9. = Fr,: F'
(P2:_xl:_= s w:= )-W:_xcos9.•'= Ft2: F
(P3 : x L• _ = _ x w:=___) -W: - x cos 8. - = Fra: F
44.24 2010 FLORIDA BUILDING CODE - RESIDENTIAL
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
PI or P2 or P3
RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE
7
Mean Roof Height
H
Job site
Roof Slope
0
Job Site
Aerodynamic Multilier
x
ProduetA roval
Restoring Moment due to Gravity
Nil
Product Asy-oval
Attachment Resistance
Mr
Product Approval
Required Moment Resistance
M,
Calculated
Minimum Attachment Resistance
r
Product vol
Required Uplift Resistance
F,
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
1= length
u- width
ProductApproW
All calculations must be submitted to the Building Official at the time of it application.
44.24 2010 FLORIDA BUILDING CODE - RESIDENTIAL
1 f) ck Nol� pG-�E
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aovIceonomy
Boral Roofing LLC.
7575 Irvine Center Drive, Suite 100
Irvine, CA. 92618
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: BORAL TileSeal
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 revises NOA#12-0417.06 and consists of pages 1 through 4.
The submitted documentation was reviewed by Alex Tigera.
ARPROYEDfirm
NOA No.: 12-1219.01
Expiration Date: 07/31/17
Approval Date: 01/10/13
Page 1 of 4
ROOFING COMPONENT APPROVAL
Category Roofing
Sub -Category: Underlayment
Material: SBS
PRODUCTS DESCRIPTION:
NOA No.: 12-1219.01
Expiration Date: 07/31/17
Approval Date: 01/10/13
Page 2 of 4
Test
Product
Product Dimensions Specification Description
BORAL TileSeal 36" x 36'
rolls TAS 103
SBS self -adhering asphalt sheet material with a
36" x 72'
rolls
white glass re -enforced polyester surfacing fabric;
for use as an underlayment in sloped roof
assemblies.
MANUFACTURING LOCATION:
1. Brentwood, NH
EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Test Name/Report
Date
Underwriters Laboratories, Inc.
R14610
Follow up Service
03/28/02
IRT-Arcon, Inc.
02-012
TAS 103
02/28/02
PRI Asphalt Technologies, Inc.
NET -006-02-01
TAS 103
04/01/02
PRI Asphalt Technologies, Inc.
NEI -008-02-01
TAS 114 (H)
07/30/02
PRI Construction Materials
NEI -045-02-01
ASTM D 4798 & ASTM G 155
08/08/07
Technologies, LLC.
NEI -053-02-01
ASTM D 4798 & ASTM G 155
05/01/08
NEI -076-02-01
TAS 103 / ASTM D4798
02/14/11
NOA No.: 12-1219.01
Expiration Date: 07/31/17
Approval Date: 01/10/13
Page 2 of 4
APPROVED ASSEMBLIES:
Deck Type 1: Wood, non -insulated
Deck Description: "/32" or greater plywood or wood plank
System E(1): Anchor sheet mechanically fastened deck, membrane adhered.
Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" head lap and a
6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and
two staggered rows 12" o.c. the field of the roll.
Membrane: On r more plies o BORAL TilEmembrane
�pparall
ith a minimum 3" head lap and minimum
6" end lap. Place the t irst course o the eave, rolling the membrane to
obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical
strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps
without black selvage area shall be sealed under lap using an SBS modified mastic.
Surfacing: Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile,
Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies.
MIAMI•DADE 'OUNTYM NOA No.: 12-1219.01
Expiration Date: 07/31/17
Approval Date: 01/10/13
Page 3 of 4
LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable
Building Code.
3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities.
4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be
applied over a roofing Base/Anchor sheet underlayment.
5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of
application.
6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly
to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12".
7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products.
8. Tiles shall be stored on battens on roof pitches greater than 6:12".
9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing
BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL
TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the
Miami -Dade County Product Control Department for approval provided that appropriate documentation is
provided to detail compatibility of the products, wind uplift resistance, and fire testing results.
10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep
the deck thoroughly to remove any dust and debris prior to application.
11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane
from the center outward in both directions. For ridge applications, center the membrane and roll from the center
outward in both directions.
12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to
overlap areas.
13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance and applicable Building Code.
14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed
in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment
shall be applied over the underlayment, and sealed using an SBS modified mastic.
15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 9N-3 of the Florida Administrative Code.
16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and
the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product
Control Seal as shown below
APPROVED
END OF THIS ACCEPTANCE
CMAM143ADENO
A No.: 12-1219.01
Expiration
Date: 07/31/17
Approval Date: 01/10/13
Page 4 of 4
Miami Shores Village C IVB
Building Department Auti 3 a a
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (385} 762.4949
FBC 20
BUILDING Permit No.
PERMIT APPLICATION Master Permit N0.91t
*3
Permit Type: BUILDING
ROOFING
JOB ADDRESS: (D 5 N VU )OU 4
City: Miami Shores County: _ Miami Dade Zip: 3 �S
Folio/Parcel#:
Is the Building Historically Designated: Yes
OWNER: Name (Fee Simple
City:
NO Flood Zone:
State: F 1 Zip:
TenantaAssee Name: Phonekagr] 53G . (aoo
Email:
CONTRACTOR: Company Name: Liq Phone#: &M -75Y -55W
Address: _ tou rl (\) IJV i o i s
City: M ur
Qualifier Name.
Ite: IF 1 zip:
&421 Phone#:
State Certification or Registration # Certificate of Competency #:
Contact Phone#: Email Address:
DESIGNER: Architect/Engineer. Phone#:
Value of Work for this Permit: $ 15,5w. SgwwdLinear Footage of Work: i v7
Type of Work: OAddition
Description of Work:
ONew DRepair/Replace ODemolition
%I r
1M, 61 3lr Z "VrA Color thru tile:.
Submittal Fee 9VO g�r
Permit Fee $ F $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Doable Fee $ Structural Review $
TOTAL FEE NOW DUE $
v &Cbmpany`sN-ame(if`appWcabfe)
Bondipg Company's Address
City State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
zip
zip
Application is bereby 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 w(ff not be approved a reinspection fee will be charged
Signature Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this a The foregoing instrument was acknowledged before me this2Xd
day of Yuri , 20L--�!L, by M14 t�l� day of -:Yy , 20 a by
who is personally known to me or who has produced_ L w is or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My
APPROVED BY
s of Florida
�y Crpt m. hoWhor 14, 2018
CwwWsslai # EE 183833
as identification and who did take an oath.
NOTARY PUBLIC:
iiiva
.:t=1FEVZI-`�
Plans Examiner Zoning
Structural Review Clerk
(Revised 3/12=12XRevised 07/10/07Aevised 06/10/2009)(Revised 3/1909)
Miami Shores Village
X111 RECET *� Building Department
AUG 3 0 203 i 10050 N.E•2nd Avenue
�oAmp► Miami Shores, Florida 33138
� m Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.544 F.S.
To: Miami Shores Village Building Department Date: _ ii ?S
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name:
Property Address: LP -15 MW 1 C01.o -0*,4 nlit awi , PInnro5
Roofing Permit Number.
Dear Building Official:
I i a Ln.c jreri'� certify that I am not required to retrofit the roof to wall connections of my
building because:
aa''Fhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Cale (1994 SFBC)
Signature
State of Florida
County of Dade
Print Name
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned.
Swom to and subscribed before me this c1641�-N day of Jule- Q6
Notary Public, Sate of Florida at
- State of Florida
• When Bre just valuation of the structure
SFBC. Then you rnust provide a budder
Revised on 5/P ON
and the budding was not constructed with FBC nor a 1884
Hunicana Mitigation..
P(operty Search -Report
Property Information:
Folio
11-2136-006-0190
Property Address
65 NW 106 ST
Owner Name(s)
GUY J LAURENT &W MIA RAMOSA
Mailing Address
65 NW 106 ST
MIAMI SHORES FL
33150-1245
Primary Zone
0800 SGL FAMILY - 1701-1900 SQ
Use Code
0001 RESIDENTIAL -SINGLE
FAMILY
Beds/Baths/Half
2/1 /0
Floors
1
Living Units
1
Adj. Sq. Footage
1,289
Lot Size
9,225 SQ FT
Year Built
1940
Full Legal Description
DUNNINGS MIAMI SHORES EXT NO
2
PB 41-78
LOT 11 BLK 206
LOT SIZE 75.000 X 123
OR 12557-1468 0685 1
Assessment Information:
Current Previous Previous 2
Year 2013 2012 2011
Land Value $45,979 $45,979 $45,979
Building Value $87,940 $98,260 $98,263
Market Value $133,919 $144,239 $144,242
Assessed Value $85,505 $84,076 $81,628
Benefits Information:
Current Previous Previous 2
Benefit
Type
2013
2012 2011
Save Our
Homes
Assessment
Reduction
$48,414
$60,163 $62,614
Homestead
Exemption
$25,000
$25,000 $25,000
Second
Homestead
Exemption
$25,000
$25,000 $25,000
Note: not all benefits are applicable to all Taxable Values (ie County,
School Board, City, Regional).
Disclaimer:
Page 1 of 2
MIAMI -DARE COUNTY
OFFICE OF THE PROPERTY APPRAISER
PROPERTY SEARCH SUMMARY REPORT
Carlos Lopez-Cantera
Property Appraiser
Aerial Photography 2012
Taxable Value Information:
Current
Previous
Previous 2
Year 2013
2012
2011
Exemption/
Taxable
Exemption/
Taxable
Exemption/
Taxable
County $50,000/$35,505
$50,000/$34,076
$50,000/$31,628
School Board $25,000/$60,505
$25,000/$59,076
$25,000/$56,628
City $50,000/$35,505
$50,000/$34,076
$50,000/$31,628
Regional $50,000/$35,505
$50,000/$34,076
$50,000/$31,628
Sale Information:
Date Amount I OR Book -Page Qualification Code
6/1985 $53,000 12557-1468 Sales which are qualified
The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information
and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its
interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The
Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause
of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full
disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp.
Property information inquiries, comments, and suggestions email: pawebmail@miamidade.gov
GIS inquiries, comments, and suggestions email: gis@miamidade.gov
Generated on: Fri Aug 30 2013
http://gisweb.miamidade.gov/PropertySearch/printMap.htm 8/30/2013
NOTICE OF COMMENCEMENT CFN 2013RO596846
A RECORDED COPY MUST BE POSTED AN THE JAB SITE AT TIME OF FIRST INSPECTI®NOR Bk 28748 Ps 1520; ( IPS) _--
RECORDED 07/30/2013 12952:56
_ ` HARVEY RUVINP CLERK OF COURT
PERMIT NO. (� TAX FOLIO N0.11'otf ala- V19V MIAMI-DADE COUNTYa FLORIDA
LAST PAGE
STATE OF FLORIDA:
COUNTY OF MIAMI-DADE:'
THE UNDERSIGNED herby 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 /
2. Description of improvement:
3. Owner(s) name and address: , t
I 111%f 51
4. Contr'actor's name and address:
5. Surety: (Payment bond required by owner from contractor, If any)
Name and Address:
Amount of bond $
S. Lenders 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 Stages.
Name and Address:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienors Notice as provided
In Section 713.13(1)(b), Florida Stages.
Name and Address:
8. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different date is specified)
Print Owners Name M( Prepared by M0el d f 11 elz
Sworn to and subscribed before me this day of A2M-- 201S
Print
My o
Mf Cam. EW= Ai
C 0 E0:
StAT£ OF FLORIDA, COUNTY OF DADS
I HEREBY CE at MIs IS a huo oopyo/tIro
orifi Wftd m day of
A020
of Ctrd�,md Courny Courts
Section A/B, ,
' MIAM Miami -Dade County HVHZ Electronic Roof Permit Form
i,2
"'Delivering Excellence Every Day"
Section A (General Information)
Master Permit No: Process No:
contractoes Name: (MIAMI ROOFING SYSTEMS, INC
Job Address: 165 NW 106 ST
❑ Low Slope
Roof Category
❑ Mechanically Fastened Tile
Q Mortar/Adhesive Set Tile
❑ Asphaltic Shingles ❑ Metal PaneVShingles ❑ Wood Shingles/Shakes
❑ Sprayed Polyurethane Foam ❑ pin [CEWED
Roof Type AUG 3 O 013
❑ New Roof ❑ Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenance BY.
_ e 5LN--
Are there Gas Vent Statics located on the roof? ❑ Yes ✓❑ No If yes, what type? ❑ Natural ❑ LPGX
Roof System Information
Low slope roof area (ft $) ]Steep Sloped area (ft.2) Total (ft2
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, dearly identify dimensions of elevated pressure zones and location of parapets.
Perimeter Width (a'): =Corner Size (a' x a'):
A"Jr�qz� --2T10"
AV
.S//D Cdrpal�J t_.,
17' TV aw ry-
s Village
DATE
0 CC hAPI1410E WI rH All FEUERAL
U( -UN i f HUL-S AND REGULATIONS
Tile Roof System -
'MIAMI'
P mem,
Miami -Dade County HVHZ Electronic Roof Permit Form
Section D Tile Roof System
"Delivering Excellence Every Day"
Roof System Manufacturer. jEntegra Roof Tile, Inc.
Notice of Acceptance Number (NOA): 11-0510.02
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P1: 9.1 p2: 68.1 p3: 100.7
Maximum Design Wind Pressures, (From the NOA Specific system): 6.1 PSI
Fill in the specific roof assembly components. N a component is not required, insert not applicable (n/a) In the text box.
Roof Slope: °/120
Roof Mean Height12 fL
Method of Tile Attachment:
Adhesive, 2 Small Paddy Polyfoam Polypr
Alternate Method of Tile Attachment per NOA:
N/A
Drip Edge Size &Gauge: F3° face 26 ga.
Drip Edge Material Type:I —Gaivinized Metal—
Drip Edge Fastener Type: 11 1/4' RS NAILS
Hook Strip/Cleat gauge or weight: n/a-
Deck Type: 1" x 8° T $ G— _ISI
Optional Insulation:
N/A
Optional Nailable Substrate:
N/A
Optional Nailable Substrate Attachment
N/A
Basesheet Type:
STM #30 LBS
Fastener Type for Basesheet Attachment:
1 1/4" RS NAILS
Tile Underlayment (Cap Sheet) Type:
OLYGLASS POLYSTICK
Tile Undedayment Attachment Method:
SELF ADHERED
Tile Profile:
DOUBLE ROLL CEMENT
Section E ,
MIAMI
"Delivering Excellence Every Day"
Miami -Dade County HVHZ Electronic Roof Permit Form
Section E (Tile Calculations)
Method 1 "Moment Based Tile Calculations Per RAS 127"
For Moment based the systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are
greater than or equal to the Mr values, for each area of the roof, then the the attachment method Is acsceptable.
P 1: •1
X .289
= 11.29
_ Mg: 74
= Mr1: 5 6.1 NOA Mf
P 2: 68.1
X I .289
= 19.68
_ Mg: .74
= Mr2: 12.94 5 6.1 NOA Mf
P 3: 100.7
X .28-9
=
9.10
_ Mg:
74
= Mr3: _ •36 s 6.1
NOA Mf
Method 3 "Uplift Based Tile Calculations Per RAS 127"
For Uplift based die systems use Method 3. Compare the values for F with the values for Fr. If the P values are greater than or equal to the Fr values, for
each area of the ref, then the tie attachment method is acceptable.
P1: x 1:
=
� x V.
Description
=
- W.
Design Pressure
X Cos W. = Fr1:
15 NOA P
P2: x 1;
=
_ . _ x W
Mean Roof Height
=
- W. =
Roof Slope
x ccs o: = Fr2:
5 NOA P
P3:
x1:
=
Mg
xVr
Attachment Resistance
-W:�=�
Product Approval (NOA)
Required Moment Resistance
Mr
Calculated
XCos 0: El
=Fr3:
Product Approval (NOA)
5
NOAP
Where to Obtain Information to complete the calculations
Where to Find
Description
Symbol
Design Pressure
P1 or P2 or P3
Table 1 RAS 127, or by an engineer analysis prepared, signed and sear by a professional
engineer based on ASCE 7.
Mean Roof Height
H
Job Site
Roof Slope
8
Job Site
Aerodynamic Multiplier
Product Approval (NOA)
Restoring Moment due to Gravity
Mg
Product Approval (NOA)
Attachment Resistance
Mf
Product Approval (NOA)
Required Moment Resistance
Mr
Calculated
Minimum Attachment Resistance
F
Product Approval (NOA)
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval (NOA)
Tile Dimensions
w length
Product Approval (NOA)
M1AM
in) MIAMI DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADM[NISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) mywiWaWdW1e.a"y- on-om`'
Polyglass USA Inc.
150 Lyon Drive
Fernley, NV 89408
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Polyglass Polystick Underlayments
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 revises NOA 411-1229.01 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 1 of 8
ROOFING COMPONENT APPROVAL
Ca Roofing
Sub -Ca orv: Underlayment
Material-, SBS , APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Manufacturing Locgion file underlayment.
#1 & #2
Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane,
underlayment 32'10" x 3'3-•'/8" ASTM D 1970 glass-fiber/polyester reinforced, with a granular
Manufacturing Location 130 mils thick surface designed for use as a file roof
#2 underlayment.
Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass -
Manufacturing Location 61' x 3'3 3/s" ASTM D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and roof
tile underlayment.
Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass -
Manufacturing Location 61' x 3'3 3/s" ASTM D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and
roof tile underlayment.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: OV14/13
Page 2 of 8
Test
Product
Product
Dimensions
Sinecification
Description
Polystick MTS
Roll:
TAS 103
A homogeneous, rubberized asphalt
underlayment
65'8" x 3'3 3/8"
waterproofing membrane, glass fiber reinforced
Manufacturing Location
60 mils thick
with polyolefinic film on the upper surface for
#2
use as an underlayment for metal roofing, roof
file, slate tiles and shingle underlayment.
Polystick IR Xe
Roll:
TAS 103 and
A fine granular/sand top surface self -adhering,
underlayment
65' x 3'3-'/,j"
ASTM D 1970
APP polymer modified, fiberglass reinforced,
Manufacturing Location
Or 65' x 3'
bituminous sheet material for use as an
#1 & #2
60 mils thick
underlayment in sloped roof assemblies.
Designed as an ice & rain shield and as a flat
roof tile underlayment.
Polystick TU
Roll:
TAS 103 and
A heavy gramled surface self adhering, APP
underlayment
32'10" x 3'3 3/s"
ASTM D 1970
polymer modified, fiberglass or polyester
Manufacturing Location
100 mils thick
reinforced, bituminous sheet material for use as
& #Z
an underlayment in sloped roof assemblies.
��
Designed as a a roof tile underlayment.
oly�P slickTU Plus
Roll:
TAS 103 and
A rubberized asphalt self -adhering, glass-
underlayment
65' x 3'3 3/8"
ASTM D 1970
fiber/polyester reinforced waterproofing
(Surface Printing)
80 mils thick
membrane. Designed as a metal roofing and roof
Manufacturing Locgion file underlayment.
#1 & #2
Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane,
underlayment 32'10" x 3'3-•'/8" ASTM D 1970 glass-fiber/polyester reinforced, with a granular
Manufacturing Location 130 mils thick surface designed for use as a file roof
#2 underlayment.
Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass -
Manufacturing Location 61' x 3'3 3/s" ASTM D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and roof
tile underlayment.
Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass -
Manufacturing Location 61' x 3'3 3/s" ASTM D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and
roof tile underlayment.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: OV14/13
Page 2 of 8
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick TU Max Roll: TAS 103 and A rubberized asphalt self -adhering, polyester
Manufacturing Location 65'8" x 3'3-3/8" ASTM D 1970 reinforced waterproofing membrane. Designed
#2 60 mils thick as a a roof tile underlayment.
MANUFACTURING PLANTS:
1.Hazelton, PA
2.Winter Haven, FL
EVIDENCE SUBMITi'ED:
Test Aaencv
Test Identifier
Test Name%eyort
Date
Exterior Research & Design, LLC
11756.04.01-1
TAS 103
04/27/01
11756.08.01-1
ASTM D 1970
08/14/01
02202.08.05
TAS 103
08/29/05
TrinityERD
P5110.08.07
TAS 103
08/29/07
P10870.09.08 -R1
TAS 103
12/04/08
P10870.04.09
TAS 103/ASTM D4798 & G155
04/13/09
P33360.06.10
ASTM D1970
07/01/10
P33370.03.11
TAS 103
03/02/11
P33370.04.11
ASTM D 1623
04/26/11
P36900.09.11
TAS 103/ASTM D4798 & G155
09/01/11
P37300.10.11
TAS 110/ASTM D4798 & D1970
10/19/11
P40390.08.12-1
TAS 103 & TAS 110
08/06/12
P40390.08.12-2
ASTM D 1623
08/07/12
P40390.10.12
ASTM D 1970
10/03/12
PRI Asphalt Technologies
PRIO1111
ASTM D 4977
04/08/02
PUSA-005-02-01
ASTM D 4977
01/31/02
PUSA-018-02-01
ASTM D 2523
07/14/03
PUSA-035-02-01
TAS 103
09/29/06
PUSA-033-02-01
ASTM D 1970
01/12/06
PUSA-055-02-02
TAS 103
12/10/07
PUSA-083-02-01
TAS 103
06/30/08
PUSA-089-02-01
TAS 103/ASTM D4798 & G155
07/06/09
Momentum Technologies, Inc.
JX20H7A
TAS 103/ASTM D4798 & G155
04/01/08
RX14E8A
TAS 103/ASTM D4798 & G155
11/09/09
DX23D8B
TAS 103/ASTM D4798 & G155
02/18/10
DX23D8A
TAS 103/ASTM D4798 & G155
02118/10
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 3 of 8
&STALiLATION PROCEDURES:
Deck Type 1: Wood, non -insulated
Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626.
Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for
base sheet only)
Membrane: Polystick membranes self -adhered.
Surfacing: None
1. All nails in the deck shall be carefully checked for protruding heads. Re fasten any loose decking panels,
and sweep the deck thoroughly to remove any dust and debris prior to application.
2. Place the underlayment over metal drip edge in accordance with RAS 111.
3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact.
Remove the release film as the membrane is applied.. All side laps shall be a minimum of 3J/Z" and end
laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical
strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with
applicable building code.
4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the
membrane from the center outward in both directions.
5. For ridge applications, center the membrane and roll from the center outward in both directions.
6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special
attention to lap areas.
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product
Control Notice of Acceptance.
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be
applied over the underlayment.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 4 of 8
. GENERAL LEWrATIONS:
1. Fire classification is not part of this acceptance.
2. Polystick MTS, TCT Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles,
non-structural metal roofing, roof file systems and quarry slate roof assemblies. Polystick IR Xe, TU, and TU
P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in
roof the systems only.
3. Deck requirements shall be in compliance with applicable building code.
4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of
irregularities.
5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof
membrane as a recover system.
6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of
days listed in the table below after application. Polyglass reserves the right to revise or alter product
exposure times; not to exceed the preceeding maximum time limitations.
Ea sure Limitations (davs)
MTS I IR -Xe TU TU Plus I TU P I Tile Pro 1. Dual Pro TU Max
Winter Haven FL. 180 180 180 180 180 180 180 90
Hazelton PA. N/A 1 30 30 1 180 N/A N/A N/A N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 9N-3 of the Florida Administrative Code.
9. In roof file application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile
manufacturer's Notice of Acceptance. Polystick TU, TU Plus, Tile Pro and TU Max may be used in both
adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Dual Pro are limited to
mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens
roof file applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile
applications with the exception of mortar set tile applications.
9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) file assemblies shall be as
follows: (See Table Below)
file Profile
Polystick MTS
Polystick IR -Xe
Polystick TU, TU
Polystick TU
Plus, TU P, Tile
Max
Pro
Flat Tile
Prohibited without
5:12
No limitation
No limitation
battens
Profiled Tile
Prohibited without
Prohibited
No limitation
No limitation
battens
The above slope limitations can be exceeded only by using battens and counter battens in accordance with the
Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens
are required for both loading and installation of tiles at all times.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 5 of 8
GENERAL LIlVIITATIONS: (commiUED)
10. Care should betaken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of
file directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all
underlayments except Polystick MTS which shall be loaded onto battens.
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed. approval of this product
with specific prepared roofing products. Polystick MTS, IR Xe, TU, TU Plus, TU P, TU Max, Dual Pro and
Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe,
TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of
Acceptance. If Polystick MTS, IR Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro is not listed, a
request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control
Department for approval provided that appropriate documentation is provided to detail compatibility of the
products, wind uplift resistance, and fire testing results.
LABELING:
1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,
city and state of manufacturing facility and the following statement: "Miami Dade County Product Control
Approved" or the Miami Dade County Product Control Seal as shown below.
BUR DING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly evaluate
the installation of this materials.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 6 of 8
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES:
1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers
are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is
acceptable. Please also refer to applicable Product Data Sheets of the corresponding products.
2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass
Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as
required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of
12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on
the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area
being back -nailed. (Please refer to applicable local building codes prior to installation.)
3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact.
4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement,
Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic
between the laps does not apply to Polystick MTS.
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass
Tile Loading Guidelines. See General Limitations #9 and #10.
6. Battens and/or Counter -battens, as required by the tile manufacturers NOA's, must be used on all projects for
pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6'/a /12", precautions
should be taken, such as the use of battens to prevent tile sliding during the loading process.
7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours.
8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or
exposed roof to wall details.
9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified
Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing
Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set
and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6
inches in either direction. The repair should be installed in such a way so that water will run parallel to or
over the top of all laps of the patch.
10. All self -adhered membranes must be rolled to ensure fiill contact with approved substrates. Polyglass
requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are
acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits
rolling.
11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request. It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and
PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1(800)
894-4563.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 7 of
1
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1(800) 8944563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined
by the National Roofing Contractors Association (NBCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LEMIITATIONS OF SPECIFIC
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
RECOMMENDATIONS.
END OF THIS ACCEPTANCE
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 8 of 8
L
MIAMI• NIIANII-DARE COUNTY
* PRODUCT CONTROL SECTION
DEPARTMENT OF PERWITING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOM vnnv.ndanA4a4&P-ovinera
3M Company
3M Center Building 0220-05-E-06
St. Paul, MN. 55144-1000
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: 3Mrm 2 -Component Foam Roof Tile Adhesive AH -160
LABELING: Each unit shall bear a permanent label with the manufacturer`s name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of1his NOA shad 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 ttrminatiorr and reniuval of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This renews and revises NOA# 11-0124.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0228.15
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 1 of 7
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as
described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as
determined by applicable building code, does not exceed the design pressure values obtained by calculations in
compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles
system using 2 -Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a
moment based system for single patty placement, and as an uplift based system for double patty systems
PRODUCTS MANUFACTURED BY APPLICANT:
Product
Dimensions
Tete
Product Description
Snecifications
3MTM 2 -Component Foam
N/A
TAS 101
Two component polyurethane foam adhesive
Roof Tile Adhesive AH -
160
Foam Dispenser RTF1000
N/A
Dispensing Equipment
ProPack® 30 & 100
N/A
Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment
resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160
roof the adhesive.
MANUFACTURING LOCATION:
Tomball, TX.
PHYSICAL PROPERTIES:
Prove rty Test Results
Density ASTM D 1622 1.61bs./fI.3
Compressive Strength ASTM D 1621 18 PSI Parallel to rise
12 PSI Perpendicular to rise
Tensile Strength ASTM D 1623 28 PSI Parallel to rise
Water Absorption ASTM D 2127 0.08 Lbs./Fe
Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch
Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100% Humidity, 2
weeks
Closed Cell Content ASTM D 2856 86%
NOA No.: 12-0228.18
Expiration Date: 05710/17
Approval Date: 05/10/12
Page 2 of 7
Note:- The physical properties -listed- above are presented as typical average values as determined
by accepted ASTM test methods and are subject to normal manufacturing variation.
EVIDENCE SUBMITTED:
Test Aaencv
Test Identifier
Test Name/Report
Date
Center for Applied Engineering
#94-060
TAS 101
04/08/94
257818 -IPA
TAS 101
12/16/96
Trinity Engineering
25-7438-3
SSTD 11-93
10/25/95
Celotex Corp. Testing Services
25-7438-4
TAS 101
10/23/98
25-7438-7
SSTD 11-93
11/02/95
25-7492
SSTD 11-93
12/12/95
Miles Laboratories
NB -589-631
ASTM D 1623
02/01/94
Polymers Division
Ramtech Laboratories, Inc.
9637-92
ASTM E 108
04/30/93
Southwest Research Institute
01-6743-011
ASTM E 108
11/16/94
01-6739-062b[1]
ASTM E 84
01/16/95
Trinity Engineering
7050.02.96-1
TAS 114
03/14/96
Celotex Corp. Testing Services
528454-2-1
TAS 101
10/23/98
5284549-1
52845410-1
520109-1
TAS 101
12/28/98
520109-2
520109-3
520109-6
520109-7
520191-1
TAS 101
03/02/99
520109-2-1
LIlVIITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -
160 roof tile adhesive with their the assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof file adhesive with their tile
assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
F -W
2
F'=
MS
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 3 of 7
INSTALLATION:
1. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current
NOA that lists uplift resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160.
2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component
Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive
attachment with the.. use oBMTm 2-Commpanent Foam Roof Tile Adhesive AH -160 shall provide sufficient
attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in
compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is
noted in the roof tile assembly NOA.
3. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH -
160 Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M
Company shall supply a list of approved applicators to the authority having jurisdiction.
5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive.
The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0
(B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No
other settings shall be approved.
6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or
ProPack® 30 & 100 dispensing equipment only.
7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2 -
Component Foam Roof Tile Adhesive AH -160 has been dispensed.
9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in
accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted
herein.
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Single Paddy Weight
Min. (grams)
Two Paddy Weight per
paddy Mn. (grams)
Flat, Low, JAgh Profiles
#1
35
N/A
High Profile 2 Piece Barrel
41
17/side on cap and 34/
N/A
Flat,Low, High Profiles
#2
24
N/A
Flat, Low, Hi Profiles
#3
fi
APPROVED1
-NOA No.: 12.0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 4 of 7
LABELING:
All 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions
listed herein.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system -
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
w*MU00dr-amw
1
EMCOM
O
EMCW=
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 5 of 7
Ammsiw PLACEMENT DETAIL 2
SINGLE PATTY
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 6 of 7
V 1. 0
ADHESIVE PLACEMENT DETAIL 3
DouBLE PATTY
Nag through pla�c cement MY "I through 0awe cement
(batmen tie)
(under
tile)
Single paddy odor the
Single paddy b9b*w So
2 im x 7 h medlwn
simpaftme
pouras only
..Nall through plastic.mmot
el n x 3 In.
ea *
In
under We
Sb* Pa*
J
x3in.
4 In.
41n. 2 In.
single
Single paddy ort
2
paddyawn
under-
la
under-
layment
Slags teddy
Veemm
on top of No
"lolw*
hX7bLmedm
Em
cmm
%
on top of fle
she peft am
Fasda course only
Single paddy odor the
Single paddy b9b*w So
2 im x 7 h medlwn
simpaftme
pouras only
..Nall through plastic.mmot
1e',M3In.x3Im 41,
Sb* Pa*
J
END OF THIS ACCEPTANCE
T Facla
yleepb*
M dmm
"a*
NOA No.: 12-0228.19
C® Expiration Date: 05/10/17
APPROVED1 Approval Date: 05/10/12
Page 7 of 7
E��;_.,
COUNTY
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCEDEPARTMEWPNQ 1IM SW 26 Strwt, Room 208
130ARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) w�vw.miemidade.ew/bauaine/
Entegra Roof INle, Inc.
1289 NE 9h Ave.
Okeechobee, Ff. 34971
SCOPE:
This NOA is being issued under the applicable rules and regulations governing. the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of -such testing and the AHJ may
immediately revoke, modify, or suspend the use of such- product or materW within their jurisdic n. BNC
reserves the right to. revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
IIESCRIPTION%.Instate S"111e
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 buitding 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 shalt be aeaiiiabte for inspection atthe -job sitcr at thy- raquest of the- Buading Offieial:
This renews NOA # I0-0518.03 and consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigera.
NOA No. 114510.02
Expiration Date: 08123/16
Approval Date: 4((30/11
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
1. SCOPE
This approves a roofing systeni using Entegm Esaft"S' Concrete Roof Tile; as manufactured by
Entegra Roof Tile, Inc. in Okeechobee, FL. as described in Section 2 of this Notice of Acceptance,
designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For the
locations where the pressure requirements, as determined by applicable Building Code, does not
exceed the design pressure values obtain by calculations in compliance with RAS 127 using the
values listed in section 4 herein. The attachment calculations shall be done as a moment based
System.
2. PRODUCT DESCRIPTION
Manufactured
Applicant
Test
Dimensions Specifications
Product
Description
Entegra Estate `S' I =16-1/2" TAS 112 Low profile, interlocking, extruded concrete
Roof Tile w= 13" roof tile equipped with two nail hole and
double roll ribs. For direct deck or battened
nail -on, mortar or adhesive set applications
Trim Pieces L = varies TAS 112 Accessory trim, concrete roof pieces for use
w = varies at hips, rakes, ridges and valley
varying thickness terminations. Manufactured for each tile,
profile.
2.1 MANUFACTURING LOCATION
2.1.1. Okeechobee, FL.
2.2 EVIDENCE SUBwnm:
Test Agency Test Identifier Test Name/Re»ork ate
Redland Technologies 7161-03 PA 102 Dec. 1991
71,61-03 PA4"A) "Aj Dec: 1991
7161-03 PA 108 Dec. 1991
P0402 Withdrawal Resistance Testing of Sept. 1993
screw vs. smooth shank nails
P0631-01 PA 108 July 1994
Letter Dated Aug. 1, 1994 PA 108 Aug. 1994
Professional Service 224-47099 PA 112 Sept. 1994
Industries, Inc.
The Center for Applied 94-060B PA 101 March, 1994
NOA No. 11-0510.02
Expiration Date: 08123!16
• ► Approval Date: 06/30/11
Page 2 of 6
Test Agency
Test Identifier
Test Name/Report
Date
Engineering, Inc.
94-084
PA 101
May 1994
25-7094-1
PA 102
Oct. 1994
25-7094-7
PA 102
Oct. 1994
25-70944
PA 102
Oct. 1994
Project No. 307025
PA 100
Oct. 1.994
Test #MDC -76
25-7183-1
PA 102
Feb. 1995
25-7183-2
PA 102
Feb. 1995
25-7214-2
PA 102
March, 1995
25-7214-6
PA 102
March, 1995
Celotex Corporation
528454-2-1
PA 101
Sep. 1998
Testiqg Services
520109-2
Dec. 1998
Walker Engineering, Inc.
Calculations
Aerodynamic Multiplier
March 1999
IBA Consultants, Inc.
2381-264
TAS 112
01/08/08
3. L A- Ili;.
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS
-106 may required, refer to applicable building code.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112, appendix `A'. Such testibg shall be submitted to
.theBulding and*Neighborhood Compliance Department —Product Control Section for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
union stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
NOA No. 11-0510.02
Expiration Date: 0843/16
AffrVV81JUW'.46W1.1
Page 3 of 6
4. INSTALLATION
4.1 Entegra Estate "S" Concrete Roof Tile and its components shall be installed in strict
compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and
RAS 120.
4.2 Data For Attachment Calculations.
Table 1: Average Weight (W) and Dimensions (I x w)
Tile Profile
Weight -W (Ibf)
I
Length-1(ft)
Width -w (ft)
Entegra Estate 'S' Roof Tile
10.0
1.375
1.08
Tabic~ 2. Aerodynamics Multipliers - ( )
Tile x (fe)
Profile Batten Application
Direo, c A ` l+It
Entegra Estate 'S' Roof Tile 0.267
0.289
Table .3:. Restoring _Moments dste.to.Gmvity
Tile
Profile
3":12"
4":12"
5":12"
6":12"
Greater than
7":12"
Entegra Estate
'S' Roof Tile
Battens Direct
5.91 8.74
Battens Direct
Deck
1
Battens
Direct
I Deck
Battens
Direct
I Deck
Battens
Direct
I Deck
5.82 6.64
5.70
1 6.50
5.56
1 6.33
5.40
16.14
Table 4: Attachment Resistance Expressed as a Moment - M, (ftdbf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15132" plywood)
Direct Deck
(min. 1913211 plywood)
Battens
Entegra
Estate'S'
Roof Tile
2-10d Ring Shank Nails
27.8
37.4
28.8
1-10d Smooth -or Screw
Shank Naim
8.8
11.8
4.1
2-10d Smooth or Screw
Shank Nails
16.4
21.9
7.1
1 #8 screw
25.8
25.8
22.9
2 #8 Screw
47.1
47.1
49.1
140d Sn t1 O SGRW
Shank Nall Field Clip?
24.3
24:3
24:2
1 -10d Smooth or Screw
Shank Nail Eave Cli 2
19.0
19.0
22.1
2-10d Smooth or Screw
Shank Nails Field Clip)
35.5
35,5
34.8
2-10d Smooth or Screw
"Shaft'Na1is Eave Clio)
31.9
31.9-
32.2
2-10d Ring Shank Nails 43.0 67.5 50.9
1 Installation with a 4" the headlap and fasteners are located a min. of 2W from head of tlle.
2 When using only one fastener use the hole that is apprwdmabely 4-3t40 away from interiockin edge.
G[7;
�;PRRO�ED
NOA No. 11-0510.02
Expiration Date: 08/23!16
Approval Date: 06/30/11
Page 4 of 6
••1 s
Table 5: Attachment Resistance Expressed as a Moment Mt (ft-ibf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment Resistance
Ente ra Estate'S' Roof rile
Adhesive
C 26.1
3 See rrmnufactures component approval for installation requirements.
4 Flexible Products Company TIIeBand Average weight per patty 11.4 grams.
Pa Ptodd , I= kmrawwainiter° 8- grams-.'
Table 8: Attachment Resistance Expressed as a Moment - Mt (ft-ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Entsgrs-Estaita"S"Roof -Tile
Rolyfoam' Poiy7Prol"
"S6:
Po am PolyProTu
45.5-
5 Large paddy placement of 54 qMs of PolyPLOT".
20.60
6 Medium PaWdy placement of 24 grams of PolyftTm.
Table 7: Attachment Resistance Expressed as a Moment - Mr (ft-lbf)
for Mortar or Adhesive Set Systems
Tile
Tile Application
Minimum Attachment
Profile
Resistance
Entegra Estate
Mortar Set
20.60
'S' Roof Tile
-5. "LABELING:
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See
Detail Below), or following statement: "Miami -Dade County Product Control Approved".
ESTATE "S" TILE LABEL (LOCATED ON UND911M DE OF TILE)
& RUH DW.G PERKlX U1REMZNTS:.
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by Building Official or Applicable building code in
order to properly evaluate the installation of this system.
IGZT
ARPRO'1cD �
NOA No. 114510.02
Expiration Date: 08W/16
Approval Date: 06/30/11
Page 5 of 6
PROFILE DRAWING
Nail Holes .....I . ---I
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END OF THIS ACCEPTANCE
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NOA No. 11-0510.02
Expiration Date: 08123/16
Approval Date: 06130/11
Page 6 of 6
Owner # Notific*ion Form HVHZ 2010
MIAMM ADE'
"Delivering Excellence Every Day" SECTION 1524
HIGH VELOCITY HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of this section. The provisions of
Chapter 15 of the Florida Building Code, Building 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 and the contractor. The owner's initial in the designated space indicates that 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) 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. Renafling wood decks: When replacing roofing, the existing wood roof deck may have to be
renai ed 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).
I Common roofs: Common roofs are those which have no visible delineation between neighboring
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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.
M4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
viewe 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 owner provides the option of
ff
it' g this appearance.
. 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. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
over oaded 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 requirements of Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
Nrinted
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. Exception: Attic spaces, designed by a Florida -licensed engineer or registered architect to eliminate
the attic venting, venting shallot be requiredr
Owner's/Agent's Signature:
Contractor's Signature:
Property Address: I _(05____ �J W I() (P &
Date: vAi / IF T
Permit Number: —, 71