RF-13-1415 Miami Shores Village JUN
Building Department
artment
\�
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
i Tel:(305)795.2204 Fax: (305)756.8972
V INSPECTION'S PHONE NUMBER:(305)762.4949
SPA
BC 20 (A�
BUILDING Permit No.
PERMIT APPLICATION Master Permit No. ��
Permit Type: BUILDING ROOFING
JOB ADDRESS: /a e,7
City: Miami Shoresy ��yy 6�County: Miami Dade Zip:�� !01– � 4
Folio/Parcel#:L/ ` N3�– �7"–' ®/
Is the Building Historically Designated:Yes NO Y Flood Zone:
OWNER:Name(Fee Simple Titleholder):/-7-4/�FA /T7 645zo Phone#:301.6-- 7--<—
Address:: .
City:/v/A& / State: t Zi
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: ®� �� /� Z .—�,/(/� Phone#:3-S' 7�'7,wio
Address: 30U `S
City: d State: Zip: 331-36
Qualifier Name: MgK- _ Phone#� - '00
State Certification or Registration#: '•OX 9 ® g Certificate of Competency#:
Contact Phone#: Email Address: kft34/nnd Z A/l--.
DESIGNER:Architect/Engineer:/4 Phone#: Iu
q V
Value of Work for this Permit:$ !, �• Square/Linear Footage of Work: ��� ��lr
Type of Work: OAddition UAlteration ONew ®Repai e 1 p ODemolition
Description of Work: R-92 1 flEr
Color thru tile:
,oJ
Submittal Fee$ 0 Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ Training/Education Fee$ Technology Fee$
Double Fee$ Structural Review$
TOTAL FEE NOW DUE$ '
d v
Bonding Company's Name(if appli ble) x11
Bonding Company's A dress
City State Zip ��
Mortgage Lender's Name(if applica``b//l )
Mortgage Len er's Address N
City State °� Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted,at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signatur C�;�32�,
Owner or Agent Contractor
The fore oing instrument was acknowledged bef a me is The foregoing instrument was acknowledged before ;me�this�y
day of���`� ,20��,by °�� `ems , day of � � ,20I�by_[70"0"� V U SI
who is personally known to me or who has produced who is personally known to me or who has produced� � t
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign:CUW
Sign:
Print: S / Print:
SANDRA A.BUSTA _p
My Commission Exco Z7
pires: ' M Commission Expires:
r_ MY COMMISSION N DD 992010 S' P
EXPIRES September 14,2014 O ' ` 0 �c'a,
Bonded Thru Natary Public UnQenrriters �'9 n �' _:��'w®`�0
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APPROVED BY6- A Plans Examiner Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
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Florida Building Code 2010 Edition
High Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Slowed Roof System)
Roof System Manufacturer: 80RAZ- �f/ 4 Z-Lc-
Notice of Acceptance Number:/Z- O 20 j o a�
Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations):
P11:39- P2: P3: /00.7
Maximum Design Pressure ���-
From the NOA S iflc r
Method of the attachment:°
Steep Sloped Roof System Description
Dm*TyW:
ype Underlaymer�t:
Roof Slops: .SDA A
�
12
nsulatlon:: ��
Fire B e
AIM
Ridge Ven/tllatton? astenerTyps&Spacing: �p��GoPs a
N dh"I"Typo
ype cap Sheet:
7X l�l.GC�S
oof covering:
Mean Roof Height: l9 -! MWE 71&
Type&Size Dri
dge:
Florida Building Code 2010 Edition
High Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment band Me s ystems,choose either Method 1 or 2.Compared the values
for Mrwith the valves from Mf-If the Mt vaiaes are greater than or equal to the Mr
values,for each area of the roof,then the the attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127'
-:a m 30 _Mg:S.SSS _ �. `f3 NOA b*/SSS
Method 2"Simplified Tile Calculation Per Table Below"
Required Moment of Resistance(Mr)From Table Below NOA?4
iM.Required Moment Resistance*
Roof Sio o1S 28r 2F 38r 40'
Z12 3VA36.8N3 39.7
322 34A 36.0 7.
30A 32.2 333 .1373
&12 28A30.1 3 S 34A
28.4 26.0 29A
:12 2UA 25.9 2 .0
*Mast be used in conjunction with a list of moment based file systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based the systems use Method 3.Compared the values for Fr with the
values for Fr.H the F'values are greater than or equal to the F,-values,for each
area of the roof,then the tate attachment method h acceptable.
Method 3"Uplift Based Tile Calculations Per RAS 127'
w:___J-W: z cos g: = FN: NOA Fr
w:=_____)-W: Z cos O: = Frz: NOA F'
(P3: z l: = z w:=_J-W: z cos O: = F,3: NOA F'
Where to Obtain Information
Description SYOW Where to find
Design Pmmn P1 orP2 orP3 RAS 127 Table 1 or by an ming analysis psepare Aby PE band on ASCE
7
Mean Roofllei& H Job Site
Roof Slope g Job Site
NOA
Redming Mao>eot due m NOA
Attachoumt Resistpince Mr NOA
ReqaW Ment Rsmaoe MI Caiculaed
N1i�am Attar F NOA
Reapired Resislanoe Fr Calculated
A Tyle W 'ja NOA
Tile Dimenslow 1=kDA NOA
w=width
All calculations const be sabmined to the BWlftg O!$cW at ft tim of ticadon.
,h MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida.33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.go1LMra
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: Vanguard Roll Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERNIINATION 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 renews NOA# 12-0308.06 and consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigers.
NOA No.: 12-0904.06
MLAM14DADECOUNTY11111
10AExpiration Date: 12/16/17
Approval Date: 12/06/12
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub-Category: Roofing Tiles
Material: Concrete
1. SCOPE
This approves a system using Vanguard Roll Concrete Roof Tile, as manufactured Boral Roofing LLC in
Pompano Beach,FL.,and described this Notice of Acceptance. For locations where the pressure requirements,as
determined by applicable Building Code does not exceed the design pressure values obtained by calculations in
compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations
shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Test Product
Applicant Dimensions Specifications Description
Vanguard Roll Concrete L= 16-'/2" TAS 112 Low profile,interlocking,high pressure extruded
Roof Tile W= 13" concrete roof file equipped with one nail hole and
%Z"thick double roll ribs. For direct deck or battened nail-on,
mortar or adhesive set applications.
Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for use at hips,
w=varies rakes,ridges and valley terminations.
varying thickness Manufactured for each file profile.
2. 1 PRODUCT DESCRIPTION
1. Pompano Beach,FL.
2.2 SUBMITTED EVIDENCE:
Test Agency Test Identifier Test Name/Report Date
Redland Technologies 7161-03 Static Uplift Testing Dec. 1991
Appendix III PA 102&PA 102(A)
Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991
Appendix II PA 108 (Nail-On)
Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993
screw vs. smooth shank nails
The Center for Applied 94-060B Static Uplift Testing March, 1994
Engineering,Inc. PA 101 (Adhesive Set)
The Center for Applied 94-084 Static Uplift Testing May 1994
Engineering,Inc. PA 101 (Mortar Set)
Redland Technologies P0631-01 Wind Tunnel Testing July 1994
PA 108 (Mortar Set)
Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994
PA 108 (Nail-On)
NOA No.: 12-0904.06
N111111111�u 111a" 0 C®unrr�r Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 2 of 6
2.2 SUBMITTED EVIDENCE:
Test Agency Test Identifier Test Name/Reoort Date
The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994
Engineering,Inc. Test#MDC-7611 PA 100
The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995
Engineering,Inc. PA 102
(2 Quik-Drive Screws,Direct Deck)
The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995
Engineering,Inc. PA 102
(2 Quik-Drive Screws,Battens)
The Center for Applied 25-7214-2 Static Uplift Testing March, 1995
Engineering,Inc. 25-7214-6 PA 102
(1 Quik-Drive Screw,Direct Deck)
(1 Quik-Drive Screw,Battens)
Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998
Testing Services 520109-2 PA 101 Dec. 1998
Walker Engineering,Inc. Calculations Aerodynamic Multiplier August 2007
Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995
Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996
Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996
Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996
25-7804b-8
25-7804-4&5
25-7848-6
Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers October 2007
Walker Engineering,Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999
Nutting Engineering TAS-112 13343.1 June 2007
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set file applications, a static field uplift test shall be performed in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test
in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code
Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code.
MIAMI-RAADE COUNTY NOA No.: 12-0904.06
® sExpiration Date: 12/16/17
ow Approval Date: 12/06/12
Page 3 of 6
4. INSTALLATION
4.1 Vanguard Roll Concrete Roof Tile and its components shall be installed in strict compliance with Roofing
Application Standard RAS 118,RAS 119,and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight(W) and Dimensions (I x w )
Tile Profile Weight-W (Ibf) Length-I (ft) Width-w (ft)
Vanguard Roll Roof Tile 1 9.2 1 1.38 1.08
Table 2: Aerodynamic Multipliers - 1(ft)
Tile 1(ft) �ift3)
Profile Batten Application Direct Deck Application
Vanguard Roll Roof Tile 0.266 0.289
Table 3: Restoring Moments due to Gravity- M9 (ft-Ibf)
Tile 2":12" 30v:12 4":12" 5":12" 6":12" T':12" or
Profile greater
Vanguard Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct
Roll Roof Deck Deck Deck Deck Deck Deck
Tile 5.30 6.03 5.24 5.97 5.16 5.87 . 5.05 5.75 4.92 5.60 4.78 5.44
Table 4: Attachment Resistance Expressed as a Moment- Mi(ft-Ibf)
for Nail-On Systems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile (min 15132" (min. 19132"
plywood) plywood)
Vanguard Roll 2-10d Ring Shank Nails 27.8 37.4 28.8
Roof Tile 1-10d Smooth or Screw Shank Nail 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 48 Screws 47.1 47.1 49.1
1-10d Smooth or Screw Shank Nail 24.3 24.3 24.2
Field Clip)
1-10d Smooth or Screw Shank Nail 19.0 19.0 22.1
Eave Clip)
2-10d Smooth or Screw Shank Nails 35.5 35.5 34.8
Field Clip)
2-10d Smooth or Screw Shank Nails 31.9 31.9 32.2
Eave Clip)
NOA No.: 12-0904.06
Mtmaaa�cou{Vll( Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 4 of 6
Table 6: Attachment Resistance Expressed as a Moment Mf(ft-lbf)
for Two Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Vanguard Roll Roof Tile Adhesive 26.1
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight per patty 11.4 grams.
3MTM 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams.
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf)
for Single Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Vanguard Roll Roof Tile 3M 2-Component Foam Roof Tile Adhesive AH-160 86.61
3M 2-Component Foam Roof Tile Adhesive AH-160 45.5
3 Large paddy placement of 54grams of 3W 2-Component Foam Roof Tile Adhesive AH-160.
4 Medium paddy placement of 24grams of 3M"v2-Component Foam Roof Tile Adhesive AH-160.
Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-lbf)
for Mortar Set Systems
Tile Tile Attachment
Profile Application Resistance
Vanguard Roll Roof Tile Mortar Set5 20.60
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".
VANGUARD ROLL
BORAL ROOFING LLC VANGUARD ROLL ROOF TILE(POMPANO BEACH,FL.)
(LOCATED ON UNDERSIDE OF TILE)
NOA No.: 12-0904.06
MIAMI-DAD C®UPM Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 5 of 6
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code in order to
properly evaluate the installation of this system.
PROFILE DRAWINGS
11"
16-1/2"
13"
VANGUARD ROLL ROOF TILE(POMPANO BEACH,FL.)
END OF THIS ACCEPTANCE
NOA No.: 12-0904.06
r�en,��• CouM T Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 6 of 6
M1AM MIAMI-DADE COUNTY
11 ma PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadeg1v/economy
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 daze 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 daze 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#11-1229.01 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0713.02
ate►®®counrrr Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 1 of 8
ROOFING COMPONENT APPROVAL
Cateeory Roofing
Sub-Cateaorv: Underlayment
Material: SBS,APP Self-Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt
underlayment 65'8"x 3'3j/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
tile,slate tiles and shingle underlayment.
Polystick IR Xe Roll: TAS 103 and A fine granular/sand top surface self-adhering,
underlayment 65' x 3'3j/8" ASTM D 1970 APP polymer modified,fiberglass reinforced,
Manufacturing Location Or 65' x 3' bituminous sheet material for use as an
#1  60 mils thick underlayment in sloped roof assemblies.
Designed as an ice&rain shield and as a flax
roof tile underlayment.
Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering,APP
underlayment 32'10"x 3'3 3/g" ASTM D 1970 polymer modified,fiberglass or polyester
Manufacturing Location 100 mils thick reinforced,bituminous sheet material for use as
#1  an underlayment in sloped roof assemblies.
Designed as a a roof tile underlayment.
Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self-adhering,glass-
underlayment 65' x 3'3j/8" ASTM D 1970 fiber/polyester reinforced waterproofing
(Surface Printing) 80 mils thick membrane.Designed as a metal roofing and roof
Manufacturing Location file underlayment.
#1 
Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane,
underlayment 32'10"x 3'3j/8" ASTM D 1970 glass-fiber/polyester reinforced,with a granular
Manufacturing Location 130 mils thick surface designed for use as a tile roof
#2 underlayment.
Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self-adhering,glass-
ManufacturingLocation 61'x3'32/8" 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 3'3j/8" ASTM D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and
roof file underlayment.
NOA No.: 12-0713.02
COUNTYIE Expiration Date: 09/13/16
Approval Date: 02/14/13
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"x3'3-3/8" 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 SUBMITTED:
Test Agency Test Identifier Test Name/Renort 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
Trinity I ERD 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 PRI01111 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 02/18/10
NOA No.: 12-0713.02
�u�r7a®Aoe couNTY Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 3 of 0
INSTALLATION 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 cave,rolling the membrane to obtain maximum contact.
Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3-%"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
M1AMMAD�l COUNTY Expiration Date: 09/13/16
''
Approval Date: 02/14/13
Page 4 of 8
GENERAL LIMITATIONS:
Y. Fire classification is not part of this acceptance.
2. Polystick MTS,TU Plus,Tile Pro and Dual Pro may be used in asphaltic shingles,wood shakes and shingles,
non-structural metal roofing,roof tile 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 tile 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.
Exposure Limitations da s
MTS IR-Xe TU TU Plus TU P Tile Pro Dual Pro TU Max
Winter Haven,FL. 180 180 180 180 180 180 180 90
Hazelton,PA. N/A 30 30 180 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.
8. 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 file 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 tile 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)tile assemblies shall be as
follows: (See Table Below)
Tile 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.
�uu�a�►®�coin n NOA No.: 12-0713.02
...� , Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 5 of 8
-GENERAL LIMITATIONS: (CONTINUED)
10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of
tile 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.
Roofing Tiles
Es Max Per Stark
12
s
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.
M4i1Mii eouta�v
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1.This Notice of Acceptance.
2.Any other documents required by the Building Official or applicable building code in order to properly evaluate
the installation of this materials.
Mi o°'Da eou�n
NOA No.: 12-0713.02
Expiration Date: 09/13/16
®� Approval Date: 01/14/13
Page 4 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 file 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 file 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 '/4"/12",precautions
should be taken,such as the use of battens to prevent file 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 full 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
COUNTY Expiration Date: 09/13/16
® Approval Date: 02/14/13
Page 7 of 8
'13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800)894-4563.
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 LIMITATIONS OF SPECIFIC
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
RECOMMENDATIONS.
END OF THIS ACCEPTANCE
NOA No.: 12-0713.02
M�crgo®�o�COUNTY Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 8 of 8
0
1A M ,,%5%` MIAMI-DADS COUNTY
' .:.
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,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 (NOA) www.miamidade.gov/vera
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 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 renews and revises NOA# 11-0124.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
$ NOA No.: 12-0228.18
a c� Expiration Date:05/10/17
a®� 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 Test Product Description
Specifications
3MTM 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive
Roof Tile Adhesive AH-
160
Foam Dispenser RTF 1000 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 tile adhesive.
MANUFACTURING LOCATION:
1. Tomball,TX.
PHYSICAL PROPERTIES:
Property Test Results
Density ASTM D 1622 1.61bs./ft.3
Compressive Strength ASTM D 1621 18 PSI Parallel to rise
12 PSI Perpendicular to rise
Tensile Strength ASTM D 1623 28 PSI Parallel to rise
Water Absorption ASTM D 2127 0.08 Lbs./Ft2
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:05/10/17
IWIAMI•DADE COUNTY
.•..� , 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
25-7438-3 SSTD 11-93 10/25/95
25-7438-4
25-7438-7 SSTD 11-93 11/02/95
25-7492 SSTD 11-93 12/12/95
Miles Laboratories NB-589-631 ASTM D 1623 02/01/94
Polymers Division
Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93
Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94
01-6739-062b[l] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96-1 TAS 114 03/14/96
Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98
528454-9-1
528454-10-1
520109-1 TAS 101 12/28/98
520109-2
520109-3
520109-6
520109-7
520191-1 TAS 101 03/02/99
520109-2-1
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. 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 file adhesive with their file 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 W
2
F'=
NIS
NOA No.: 12-0228.18
Expiration Date:05/10/17
Na aDADecouNTY 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 of 3MTM 2-Component 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 file 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 file profile requires the specific placement noted
herein.
Table 1:Adhesive Placement For Each Generic Tile Profile
Tile Profile Placement Detail Single Paddy Weight Two Paddy Weight per
Min. (grams) paddy Min. (grams)
Flat,Low,fligh Profiles #1 35 N/A
High Profile 2 Piece Barrel) #1 17/side on and 34/ an N/A
Flat,Low,High Profiles #2 24 N/A
Flat,Low,High Profiles #3 8
NOA No.: 12-0228.18
sate owe covNnr Expiration Date:05/10/17
� Approval Date:05/10/12
Page 4 of 7
LABELING:
All 3M[Tm 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 I
SINGLE PATTY
ILII through plaft efflMd Paddy w through Pkft cwnmd wpeR207118)
ummaymut
lul
10 ------
2
EmCam
Fmmla EMCMM F98do
wmpb*
EmmmwV. Ememmo*. Emelosm
K9ePWMd0M= Kupaww"M "0*
awcoum 4hupfrom=BoWs
NO through pwdc o d Paddy(Beneath TM 1)Phw wm*9dWw to ach1m 17 to 23
sqwe hmhn In WwAd wb tho PM ve dmpbhwkdm
:Q Tam cn=qft down.Pim mffiWn 19 h
To I h Ram bahkie efte d ow IUL
TIM low ft toL
10 2hL 0
EMCOM
Epm omaee aely SmAing
Kee]p1affl9m=9ftW"appm4 19 Famb dftem
hmnephwn onoaaomsrML
Abutto d
pandlaEmmemwdd
W. moft
edpsdth
Emdmn Fos*
(Mowshm) I
NOA No.: 12-0228.18
rRIAMMADE Expiration Date:05/10/17
Approval Date:05/10/12
Page 5 of 7
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
Nall through plaistic cernent PMW(g&VMTN) Nall through plaft cernerd I'aft Penelth Tile)
Undertapeirt oa
1101111flaymult
7 In. hL
7F IftmL
,,,e'-2 In.
Em Caum 07N,
Fascia Fascia
% 1180019
EmCmm Emclosure
EmClosum IMP edge
Nall through plastic cement I'aft(Beneath Tile)
71n.
M
EmClosum
Em Comm Fascia
I -
NOA No.: 12-0228.18
Expiration Date:05110/17
Approval Date:05/10/12
Page 6 of 7
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Nall through plastic cement Pao Nag dmgh plaaft mnefd single paddy under the
09b"en file) undidayment Single paddy between file
paddy 2 In.x 7 In.medium
(under fie) slispaddyear
course only
saillex3ln.
Sin. u too
x3ln. pin-l4 In. 2 In.
T Single
Single paddy on 2 in. 4 in.
paddyan
layment undW6
leymant
Single paddy Fascia
Ears cause an top of file weeplials
Single paddy le.x7In.and mEM Em closure
on Of We sinepaddy am % cum MV edge
Fla mm only
Nall thiough plastic cement single paddy
underfle single Paddy
bobinien We
31fhx3in, 4 In.
Single paddy
on underlayment 2 n.
Single paddy EmCksin
on top of die 2 In.x 7 In.medium
elm
Com Fpaddy rove averse only
Em as*
END OF THIS ACCEPTANCE
NOA No.: 12-0228.18
Mfj4%Mj&jfZUNW
Expiration Date: 05/10/17
I Approval Date: 05/10/12
IF
Page 7 of 7
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES–REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS.-
R440113.1
R4402.13.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner
with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section
R4402 govern the minimum requirements and standards of the industry for roofing system installations.
Additionally,the following items should be addressed as part of the agreement between the owner ant the
contractor.The owner's initial in the designated space indices that the item has been explained.
1• 4y— Aesthetics-Workmanship:the workmanship provisions of Section R4402 are for the purpose of
providing that the roof system meets the wind resistance and water instruction performance standards.
Aesthetics(appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues
such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of
the agreement between the owner and the contractor.
2. Renalling wood decks:When replacing roofing,the existing wood roof deck may have to be
renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior
to removing the existing roof system).
3. Common roofs:Common roofs are those which have no visible delineation between neighboring
units(i.e.,townhouses,condominiums,etc.)in buildings with common roofs,the roofing contractor and/or
owner should notify the occupants of adjacent units of roofing to be performed.
4. Exposed Ceiling:Exposed,open beam ceilings are where the underside of the roof decking can
be viewed from below.The owner may wish to maintain the architectural appearance;therefore,roofing nail
penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the
appearance.
& Ponding water:The current roof system and/or deck of the building may not drain well and may
cause water to pond(accumulate)in low-lying areas of the roof.Pounding can be an indication of structural
distress and may require the review of a professional structural engineer.Pounding may shorten the life
expectancy and performance of the new roofing system.Pounding conditions may not be evident until the
original roofing system is removed.Pounding conditions should be corrected.
6. Overflow scuppers(wall outlets):It is required that rainwater flows off so that the roof is not
overloaded from a buildup of water.Ped mi eterledge wall or other roof extension may block this discharge if
overflow scuppers(wall outlets)are not provided.It may be necessary to install overflow scuppers in
accordance with the requirements of Sections R4402,R4403 and R4413.
7. Ventilation:Most roof structures should have some ability to vent natural airflow through the
interior of the structure assembly(the building itself).The existing amount of attic ventilation shall not be
reduced.It may be beneficial to consider additional venting which can result in extending the service life of the
f
Own&/Agerifs Signature Date Contractor Signature Date
Revised on 7/9/2009 LD
� 1
0 Miami Shores Village
ago Building Department
10050 N.E.2nd Avenue
LORA Miami Shores, Florida 33138
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 553.844 F.S.
To: Miami Shores Village Building Department Date: OA6
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name:E-Z� 7A � Lam' -O
Property Address: &0
Roofing Permit Number:
Dear Building Official:
I !f= 1 z 6 Qr certify that I am not required to retrofit the roof to wall connections of my
building because:
The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC)or with the provisions
of 1994 edition of the South Florida Building Code(1994 SFBC)
C`
An
Signatu6r Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this-1.7 day of It
'any"r$'••,, SANDRA A.SMA
�g MY COMMISSION#DD 992
Notary Public, Sate of Florida at LargeCSW� N-'�`••Y1,,'�` Bonded ThNN�yP k14,2:J0114
�r-
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994
SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/21/2009
r
My Home v
Er
z . ; MIAMI-DADE
Show Me:
# t#ylnfarrrAon Legend
Search By: , Property
s Boundary
Selected
y. b Property
Text onlyonly :
Ur Property R212raiser Tax Estimator —P Street
Property Appraiser Tax Comparison y Highway
Miami-Dade
Portability S.O.H.Calculator County
A/ �.."g 4 MOP Water
Summar,/Details:
olio No.: -2136-004-0060 f1
ro 0NEIll ST
ailing EVERLY M ROLL TRS E
ddress: EVERLY M ROLL 3tiafit:.
0 NE 111 ST MIAMI g
HORES FL
3161-
Pro Information: : '
maty Zone: 1000 SGL FAMILY- .
101-2300 SQ
LUC: 1 RESIDENTIAL-
INGLE FAMILY
ds/Baths: 1 s
oors: ,..� IS1rT9i5,
'n Units:
d'Sq Foota : 594 Aerial Photography-2012 0 113 ft
Lot Size: 225 SQ FT
Year Built: 950
52 41 COLLEGE
egal EIGHTS PB 42-8 LOT 6
LK 1 LOT SIZE 75.000 X Home I Property Information I Property Taxes
scription: 23 OR-9659-1553 OR I My Neighborhood I Property Aooraiser
7941-0842 071111
IMPORTANT NOTICE: Home I Using Our Site I Phone Directory I Privacy I Disclaimer
The 2013 exemption and assessment values _
currently shown are preliminary and are _
subject to change until they are certified on
July 1, If you experience technical difficulties with the Property Information application,
Assessment Information. or wish to send us your comments,questions or suggestions
please email us at Webmaster.
ear. 2013 2012
and Value: $87,509 75 421
u�ldin Value: 109 771 123 Web Site
arket Value: 194 ®2002 Miami-Dade County.
ssed Value: $107,326 105 532 All rights reserved.
Exemption Information:
ear 2013 2012
mestead: $25 0002jEAF
nd H mestead: YES Y$
Taxable Value Information:
Year 2013 2012
Taxing Applied Applied
Authority: Exemption/ Exemption/
Taxable Value: Taxable Value:
e Tonal: 500/$56 826500/ 032
�22un 500/$56 826 50,500/$55 032
efleh
C I V I L R(Consulting Engineer)
i'illg Corp.
2370 S.W.123 Avenue
Miami,Florida.33175-1174
Tel:305-823-8008/305-397-6414
EN�i�N�ER Fax:305-823-3300/305-8848834
Website:www.reilehengineering.com
August 14, 2013 en
John Bustu Roofing
300 Northeast 91 Street
Miami Shores, Florida 33138-3130 V( 9 (�
Project: ROOF TILE UPLIFT TES'f'..jtEPORT
Residential Home
60 Northeast 111 Street
Miami Shores, Florida
1�/o�-r�tutiv�7 ?�r•otic.lc'c.l by :'lie+'��
Permit :Nuimhcr: 1344) 344 s
1)atc \ugut i::. „l
Roolirt ; .'. ntractor: ,john lBt;•::a Roofing
Project Number: 13-0622
('testing Laboratory ('ertificat: ii11-0715.04)
Dear Sirs;
In accordance with your request an;f auihorizatiun.ti t,:l r;°.:eutative of Reileh Engineer i"ti(.'o�horutit�yi
completed the Roof'File Uplift fest at the above referent.:::a project. This testing was performed in genenJ
accordance with Roofing Application Standard'TAS No.106--Standard procedure for field verification,
ofthe bonding of mortar or adlitcsive set tile system and:rit:chartically attached,rigid,discontinuous r;;01'
systenis.
l'lic total of*tlic tested rc.=;tf;t.0 i nee arca�%as less than i i,. t.t i:;.lucre feet,and the mean heig.11t oi'th.•ro0i'
is less than 40 feet aou,,c ground surface. The type is !ite used for this project was repotted W he
Vanguard Roll Roof Tile. This the was reported to i:ave been foamed in place.
At the time of our inspect icon_the entire area ofthe roo. ,vas examined for:nose tiles. Not less than one
(1)tile in ten(10)of all component`in the field ars:.i:.,r�!;!nc(1 )tile in five(5)()fall tiles in the perimcier
and comer areas Nitre pllvsical1y,--xainirtcd. :i ritintr rn-iii of o.-is(I )test per ever, tvr'C)(�i ti�lt.liit'l: 1111he
I field.one(1)test per sCluarc in the perimeter arca.rid .:ap;anJ(1)in the comer areas were c onductcd.
Based on our test results,w conclude that the iri;,tailat�.on of the roof the at the above referenced project
meets the test requirement ou fined in the above-j-neritio ied protocol. Attached please find a copy of our
test report for your rl-vicvv
Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have
any questions or if we may be of further assistance, please do not hesitate to contact the undersigned.
Respectfully submitted;
Reileh E.n("inee'Y-i"9 COT01•411ion
ohattlad Sonny Salleh. P.E.49014
roject Manager
TILE t,PLiFT TEST
Residential I tome
60 Northeast I I I Street
Miami shores,Florida
Reilch lingincering Corporation--Project Number- 13-0622-Page 2 of'i
Reporl of
TILE UPLIFT TEST
for
Residential Home
60 Northeast 111 Street
Miami Shores, Florida
Project Number: 13-0622
Test Number Test Load (lbf) Test Status
1 35 Pass
2 35 Pass
3 35 Pass
4 35 Pass
5 35 Pass
6 35 Pass
7 35 Pass
8 35 Pass
9 35 Pass
10 35 Pass
I 1 35 Pass
12 35 Pass
13 35 Pass
14 35 Pass
15 35 Pass
16 35 Pass
17 35 Pass
18 35 Pass
19 35 Pass
20 35 Pass
21 35 Pass
22 35 Pass
2 3 35 Pass
Rcilch I'.ngmccring l orporataon--Project Number- 13-0622 I'age 3 ot'5
Test Number Test Load (lbt) Test Status
24 35 Pass
25 35 Pass
26 35 Pass
27 35 Pass
28 35 Pass
29 35 Pass
30 35 Pass
31 35 Pass
32 35 Pass
33 35 Pass
34 35 Pass
35 35 Pass
36 35 Pass
37 35 Pass
38 35 Pass
39 35 Pass
40 35 Pass
41 35 Pass
42 35 Pass
43 35 Pass
44 35 Pass
45 35 Pass
46 35 Pass
47 35 Pass
48 35 Pass
49 35 Pass
50 35 Pass
51 35 Pass
Rcilch Engineering Corporation--Prgject Number- 13-0622-Page•!of'5
Test Number 'fest Load (Ibf) "fest Status
52 35 Pass
Test 1-12 Corner, 13-19 Ridge Caps, 20-26 Perimeter. 27-52 Field
Reilch Engineering Corporation--Project Number- 13-0622-Page 5 of 5
NO�T'r
o
2 24 9
39 22 8
37
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38 52
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53
41 32
35 5i 42'
3G �
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as
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45
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29 29
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26 46
20 b
4 5
55
1r5T TILE 600 5F O Q)(AF CA°T-5rLOCATION
FI�LG = 26 CO2N�p - 60 5F
p�'pIMMV - I N0 LOCATION 3 t7�N0T�5 3C;OK�N T1L
COC N-? = ;2 G15TANa, a - 3' L P�NOr5 L005c TILE 1�-0622
OGGI CA? - I COpNFI?ArxA- 3 X 3'
PMOX "OOF T�5T LOCKON5 ANP D'.M'N51ON5
1 liilfl f11 111 11111 full Hill 11111 Ill 111E
OR Ok 28706 F'a 0219P (lps)
RECORDED 07/02/2013 10:07955
NOTICE OF COMMENCEMENT HARVEY RUVIH8 CLERK, OF COURT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OFf=INSPECTION MIAMI-DADE COUNTY s FLORIDA
��LL_-- /!e� LAST PAGE
PERMIT NO.�-l'��c�0`7"�S TAX FOLIO NO.✓ !&J. "�� '' ®���
STATE OF FLORIDA:
COUNTY OF MIAMI-DADE:
THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real
property,and in accordance with Chapter 713,Florida Statutes,the following Information
is provided In this Notice of Commencement.
Space above reserved for use of recording office
1.Legal description of property and street/address: a ®6
2.Description of improvement:
3.Owner(s)name and ad ftss:
Interest in property:
Name and address of fee simple tltleholder:
4.Contractor's name,address and phone nurr�ie
5.S urety:(Payment bond required by owner from contractor,if any)
Name,address and phone number.
Amount of bond$
6.Lender's name and address:
7.Persons within the State of Florida designated by Owner ftvW0 WWpt a sere Qr . ed by
Section 713.13(1)(a)7.,Florida Statutes, I HEREBY MMFY that ft� �Y()f ft �
Name,address and phone number
8.In addition to himself,Owners designates the following po Notice a r v i�' ectlori'
713.13(1)(b),Florida Statutes,
Name,address and phone number. H' LERK of Cirta�PlnSp Coltr[s ,�� , Q?
9.Expiration date of this'Noticeof Commencement:
(the expiration date Is 1 year from the date of recording urdess a different date Is specified)
WARNING TO OWNER:ANY,PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER'PAYMENTS UNDER CHAPTER 713, PART I,SECTION 713.13.FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS VEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT-MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT.
SignatUre(s)of 01 or lnut r(s)' orized Officer/Dit'ector/Partner/Manager
Prepared By .-- Prepared By
Print Name Print Name
title101-pe Title/Office
STATi_OF FLORIDA
COUNTY OF MIAMI-DADE
The fo oing in rnent was ac owl gad before me this day of
f.mdualiy,or ❑as for
IR Per hafly known,-or U produced the following type of Ident on:
Signature of Notary Public:
Print Name: v,
(SEAL)
VERIFICATION PURSUANT TO SECTION 82.625 FLORIDA STAT MES Sf,•. SANDRA A.BUSTA
Under penalties of perjury,I declare that I have'read the foregoing and :av `°_
*. *- MY COMMISSION#DD 992040
that the facts stated In it are true,to the best of my knowledge and belief. . I<' EXPIRES:September 14,2014 '
'.,�',RF�qS� Bonded Thru Notary Pubik Underwriters
Signa tt sof Owner(s)o (s)'s Authorized Of icer/Director/Partner/Manag
By By
123.01-52 PAGE 3 3/to
I liilll iilil i!!!i!liii!!!!i Ilii!!illi!!i!!ii!
OR Bk W06 Ps 02191 t ial)
NOTICE OF COMMENCEMENT HARVEYERUVINP CLtERK ops COURT
A RSR=COPY
�MW BE POST®ON TRE:IDB&I_TE AT THU OFfIR.ST 911 1 €9IMI—RADE COUNTY: FLORIDA
LAST .PAGE
FOLIO No
PERMIT N01�'(q�J`'��.�
TAX .
STATE OF FLORIDA:
COUNTY OF MWA-DADS:
THE UNDERSIGtiNEb hereby gives notice that huprovemerms will be made to Cert h real
Property.and in accordance with Chapter 713,Florida Statutes.the fo6ov tg inform mum
Is provided In this Notice of Conanenoement:
Space abn a tpy of maonft Wfim
1.Legat-description of property and streeUaddress• -d
2.Description of improvemertb
3.Owner(s)name.and zq
Interest in property:
Name and address of fee*nple titleholder:
4.Contractor's name,address and phone nul. jr
5.Surety(Payment bond required by owner from contractor,if any)
Name,address and phone numb8r:
Amount of bond$
6.Leader's name and address:
7 Pwsoas within the State of Ftodda designated by Owner tMMWIB14, besere by
Section 713.13(1)(a)7.,Floi Wa Statutes,
CWFY of ft �. tr:x
Name,address and phone mmnber
S.In addi6n to himself.Owners designates the foi mft 09XIORK Notkm asT lddOkkWiml
713.13(1)(b).Florida Statutes.
Name,address and'Omne number: Circe %`'�
t'
9.ExpkWon date of this'Notice bf Commencement:
lhe woubn date b 1 year fr=the date of reomift unlem a different date is specft,cQ
WAIF MM TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EIC ATIO1 OF THE NOTICE OF_ CQMMENCEMENTARE CONSIDERED
IMPROPER'PAYMENTS UNDER CHAPTER 713;-PART 1,SECTION 713.13.FLORIDA STATUTES,AZrULT IN YOUR PAYING TWICE FOR
IMPROIlE11IIENT$TO YOUR.PROPERTY.A-NOTICE OF COMMENCEMENT VUSt-9E t`kCORl3ED AND E'087ED ON TFiE a% BEFORE THE
FlRST'INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ArroANEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT:
Signatt»Z N of .' )or r(s)' t orized Officer/Dir'ector/Partrm/Manager
Prepared By, - - +/di prepared BY,
Print OfN§ime printName
tttle/ tQeOW �,•. ,
STATI=bF i=LODA
COONT'Y OF MIAMI-RADE -�—
The o vvas ed before me thls day.of-.-
lJ' � �
(fiaBvidaaflyr,or ❑as for
PersoVieliy ivtown;'or"tl ptoi ubed the IbRoWhij type'iofldn:
Signature of Not*P6ft:
Print Name: v,
���'
(SEAL)
VERIFI eAmm PURSUANT M smum 92_S. SAID M A.BIOTA
Under penalties of peijM,I declare that I have lead tie. negoing and' MY CION$DD 993fib
that the facts stated In It are true,to the best of my lqu*dedge and belief. EXPIRES:September 14,2D14'
's Authorized
of Owner(s)o Owned,) Oftfcer�Director rlkAanag �� 6m�ad7iwf yt leUnaemrtiters
gm. A, _ _
07/03/2013 00:34 3057573322 DENISE EDE ALOISE PA PAGE 02/03
i11U1l(1111IN1111111111111111111111
- t
0Bk 2M.7 Psa 2488 - 24m;• (?at
` R{�EEC--QO�MEEDOfif13l�DM 12:54:17
• DEM MC TAX 0.60
HARKY RPA+IN# CLEW 4F aWRT
i1IAftI_ E COWY, FLORIDA
This m9ru cent prepared by and return to:
Denise Ede Aloise,Esquire .
DENISE EDE,ALOISE,F.A.
183 NW 106 Street
Miawi Shores,Florida.33150
(305)754-99$0
TRUSTEE DISTRIBUTIVE DEED
Tbb Trmmee DbWbufte Deed,is executed this Uzday of 191&,,t 2013,
between the party of the forst Part,Janice theca and Re&a Tem,the duly app ;ted Tri of
I Beverly NL Roll( Xvig Tri dared Jaaoary 6,x013,an irrevotr
cable ust,whose
mailing address is 60 NE 1 t 1 Street,Mia-i Shores,Florida 33161-7047, herein Mfenvd to as
GRANTOR,
and
to the parry of the secohzd part,W&Wboift Greco,a sitagle woman,whose madMg address is 60 NE I I 1 ,
Street,Miami Shores,Florida- 33161-7047,heroin referM w as GRANTEE.
(Wherever used herein the terms`first party",Graator,-second petty-,and/or Graagk
shall include singolaur and plural,heirs,legal representatives,and assigns of iu"duals,and the
succenois ami as*M-of c:orporatiow%wherever the context so admits or requitres-)
Wirtnesseft, That fire first party for=d m consideration of the sum of TEN:DOLLARS
($10-00), in hand paid by the said second Party,the receipt whereofis hereby aclmowledged,does haeby
remise,release and quit-cin unto the said mcond pasty forever,ail the ngK title, clams and
demand which the said first party has in and to the following demhed lot;piece or pvcd of dhmte,
Lying and being in the Comty of ND"-DAM state,of FLORIDA,to wig
Lot 6,Block 1,COLLEGE HEIGIi'I'S,according to the.Plat thereof,
as recorded in Plat Boole 42,at Page 8,of Me Public Records of Dade C u tty,Florida;
And,whose street address is:60 NE 111 St,Miami Shores,k3. 33161-7047;
and whose t=folio member is. 1 Y 2136-004-0060;
Subject to restrictions,limitations,easements or record,and taxes for 2013 and
subsequent yem-
To Hawe and to$old the same toget w with all and singojr the appurtannum -
wJuweanto belw&g or in any way alb and all the estate,riSt!;,title,Wftfes4 HM equity arta
claim whatsoever of the said first party,either in law Vit-eagwtyr,to the only pumper use,and benefit said
second party forever.
07/03/2013 00:34 3057573322 DENISE EDE ALOISE PA PAGE 03/03
0IR DK 28677
s i_-AST P'ACxf7
The property herein conveyed does constitute the homestead property of the Grantor.
lltn Witness Whereof,The said first party has signed and sealed these presents the day
and year first above written.
d
_ �i
Girauto Janice Greco, 'Trustee
Signed,sealed end d,�it ered in pr a ce of
the following
Witness:Elias N. Ede zxxtltor: Regina Te-iXeira; Trustee
Witness."EMesS. Ede
STATE OF FLORIDA
COUNTY OF MIAM-RADE
I REPEBX CERTWY that on thisy!° day of ,2013, before me,an officer duly
authorized in the County of N4iami-bade, in the State of Florida to take ' 2013,led
appeared Jan-ice Greico an Regina Teixeira,who[]are o l known o en personally
pe sonally
.►,,4•r s ►` and y �7�►d Produce
as identification,and,who executed the foregoing instrument,and acknowledged b ore me that executed
=�`respectively
the same_
WITNESS my hand and official seal in the County and State last aforesaid this
y of
Notary Public Signature: tA
pRY00% Notary oise site Florida Notarypublic Printed Nance:D.
v'anise My Commission Expires: y 22
,2015
My CommMlon EE088M4
'k001V Expires Ottla�/20i5
2013-07-03 13.37 Aloise Denlse 3057573322 Paae 313