RF-13-1833 1 ,
Miami Shores Village
il.lage
Building Department AUG 1124 2013
450 N.E.2nd Avemu,Miami SIMM Alorida 33139
Tel:(305)795MU Fw:(305)756.8972
INSPECTION'S PHONE NUM ZL-OW 76U949
BUILDING FBC 20 l0
PERMIT APPLICATION Permit No.
Master Permit No. e I
Permit TYP: BUR DING
ROOFING
JOB ADDRESS: S3 &u- 186
chr. lAfM1 Shows Coynty. �6 Nis";D�
FolicJP�cseli; 7
Is the Building Hlderlcaay Ded dated:Yes NO Zone:
OWNER:Name(Fee Simple Titlefiolder):- NQ �cn LL C, P6 , �-
Address: N VV 10� S+
Cllr. &A ICOV\A I VIOK-f--S State: • ��,
Tenant/Le a Nam: !'D G
Email:_ f Irl 5 4 Phone#: Q'1
�® �C�Im
CONTRACTOR:Company Name• o°
L,74
47
'Qaalittr Nam: W/` s r.
State Certification or Re 'stration#: C �,f Z 7�7 7 Ceahficap of CQmpe cy i{•
Contact• Zg—�3�� -- .Address: I •
Dffi�C1�Rs�bineer. -,e��
Vatae of Work for tbls Permit:$ ootNF of Work �S
Sgaare/Liaear.$'
Typed Work OAMdon anew
Damon of Work �� e�/RePhioe O13zm*on
� .:e
ss��e«•as�*•ass*!�t�*a�s*v�+�ssweg �assweesrse+�strst
Shcm* l Fee$ �� Pan*Fee$ CCF$ CO=$
Fee$ Radon Fee$
DBPB$
Nom$ Trainiag/Fdaeation Fee$ Tedmalogy Fee$
Doable Fee$ _ Steel Review$
TOTAL FEE NOW DUE$
B011dhq Company's Naive(if applicable)
Bonding Company's Address
city State zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State zip,
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOARS,MATERS,TANKS and AIR CONDITIONERS,ETC.....
O'WNER'S AFFIDAVIT: I cer*that all the foregoing information is accm-ste and that all work win be done in compliance wig all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCE [ENT MAY RESULT IN YOUR PAYING TWICE FOR
11"ROVEMENTS 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 certjfied 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 issu the absence of such po rue. the
inspection will not be approved and a reinspection fee will be charged.
r
Signature Signatue
Owtrer or Agent
The owledged betbre me this„ The f instrwnent WIRL ackn ledged j
day of 20 by
day of 20 D,by
who is y known to me or who is known tome or who hasp
l 'fcation and who aid take an oath. -jai
identifladlon and who did take an opb.
NOTARY LIQ • " N� AR UBUQ
Sign: tPV.S�to°t�3 2p15 Si t t 23 2p15
Prim: ^,F„ N°tI"J\0" 126 Assn, ptiAt. • 4°mm X # �t Pssn
do °taty
My Commission Expires: y' ' G°n`j ugh t�au0n M Co •^ G0 jn o95
off' 6 p,6 to y deb to 4
...
APPROVED BY 141 p� Zoning
Structural Review Perk
ftvlsd 3/12 012)Wevised mnQVpvvhW 06/IOl2oo9M46ed 3115mP
Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
inspection Number: INSP-197157 Permit Number: RF-8-13-1833
Inspection Date:August 14,2013 Permit Type: Roof
Inspector: Rodriguez,Jorge Inspection Type: Final Roof
Owner: , Work Classification: Repair Roof
Job Address:53 NW 106 Street
Miami Shores, FL 33150-1245 Phone Number
Parcel Number 1121360060200
Project: <NONE>
Contractor: SUPREME ROOFING&CONSTRUCTION INC Phone: (786)229-9331
Building Department Comments
ROOF REPAIR Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed ffl
Failed El
Correction
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
For Inspections please call: (305)762-4949
August 14,2013 Page 1 of 1
DBPR- SMITH, DERIC T; Doing Business As: SUPREME ROOFING&CONSTRUC... Page 1 of 1
2:09:29 PM 811212013
Licensee Details
Licensee Information
Name: SMITH, DERIC T(Primary Name)
SUPREME ROOFING &CONSTRUCTION, INC (DBA Name)
Main Address: 8956 SW 52ND ST
COOPER CITY Florida 33328
County: BROWARD
License Mailing:
LicenseLocation:
License Information
License Type: Certified Roofing Contractor
Rank: Cart Roofing
License Number: CCC1327874
Status: Current,Active
Licensure Date: 01/19/2007
Expires: 08/31/2014
Special Qualifications Qualification Effective
Construction Business 01/19/2007
View Related License Information
View License Complaint
1940 North Monroe Street.Tallahassee FL 32399::Email:Customer Contact Center::customer contact center:850.487.1395
The State of Florida is an AA/EEO employer.Copyright 2007-2010 State of Florida.Privacy Statement
Under Florida law,email addresses are public records.If you do not want your email address released in response to a public-records request,do
not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact
850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must
provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.
However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address
which can be made available to the public.Please see our Chapter 455 page to determine if you are affected by this change.
https://www.myfloridalicense.com/LicenseDetail.asp?SID=&id=D64E259D406C7BClAOE... 8/12/2013
Miami bores Village
APPROVED BY BATE HIGH-VELOCITY HURRICANE ZONES
ZONING DEPT
r BLDG DEPT y � y AUG l 2073
su6JECT ►O Crtilp
TATS A �1 -a tiding Code O 10
• ita Form.
: Section A (General Information)
Master Permit No. Process No.
Contractor's Name '3'n �'�
C Job Address
qL
� `
ROOF CATEGORY
■ ❑ Low Slope ❑ Mechanically Fastened Tile E Mortar/Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
Shingles
❑ Prescriptive BUR-RAS 150
ROOF TYPE
❑ New Roof ❑ Reroofing ❑ Recovering Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roo Area(SF) Steep Sloped Roof Area(SF) Total(SF)
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow
scuppers and overflow drains. Include dimensions of sections and levels, clearly
• identify dimensions of elevated pressure zones and location of parapets.
■
' 1
i
i
■
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IL AV
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9nin FI nninA RI In nimn ryina_nwainrkMAI
r f
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer:
Product Approval Number: ��•°• f
Minimum Design Wind Pre ores,If Applicable(From RAS 127 or Calculations):
Maximum Design Pressure
Product Approval Specific System: �` )
Method of Tile Attachment:
Steep Sloped System Description
Deck Type:
Roof Slope: TYPe Underiayment:
12
Insulation:
Fire Barrier:
Ridge Ventilation?
Fastener Type&Spacing:
Adhesive Type:
VAL /.z
11 e If
Type Cap Sheet:
Roof Covering:
Mean Roof Height:
Type&Size Drips
Edge:
i Y
t
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.Compare the values
for M,with the values from Mt.If the M,values are greater than or equal to the Mr
values,for each area of the roof,then the tile attachment method is acceptable.
Method 1 "Moment Based Ills Cal ulations Per RAS 127"
(P,= Mg: � M,, Product Approval M,:
(P2: x A = -M9: :M, Product Approval M,; e 90
(Pa x )-Mg: �jw,� Product Approval M,,
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance(M,j From Table Below Product Approval M,
M Re uired Moment Resistance*
Mean Roof Height-►Roof Slope 15' 20' 25' 30' 40'
2:12 34.4 36.5 38.2 39.7 42.2
3:12 32.2 34.4 36.0 37.4 39.8
4:12 30.4 32.2 33.8 35.1 37.3
5:12 28.4 30.1 31.6 32.8 34.9
6:12 26.4 28.0 29.4 30.5 32.4
7:12 24.4 25.9 27.1 28.2 30.0
*Must be used in conjunctlon with a list of moment based tile systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3.Compare the values for F with the values for
Fr.If the F'values are greater than or equal to the F,values,for each area of the roof,then
the the attachment method Is acceptable.
Method 3"Uplift Based Tile Calculations Per RAS 127"
(P,: x 1: x w:=_ )-W:�x cos 0: Y_=Fr,- Product Approval P
(P2: x 1:_ x w:=_ )-W-.-- X cos 0: Fe2._._._ Product Approval P
(P3:_x 1: _____x w:=_ )-W:-x cos 0: F,s_ Product Approval P
Where to Obtain Information
Description Symbol Where to find
Design Pressure P1 or P2 or P3 RAS 127 Table t or by an engineering analysis prepared by PE based on ASCE 7
Mean Root Height H Job Site
Root Slope B Job Site
Aerodynamic Multiplier A Product Approval
Restoring Moment due to Gravity Product Approval
Attachment Resistance M, Product Approval
Required Moment Resistance K Calculated
Minimum Attachment Resistance P Product Approval
Required Uplift Resistance F, Calculated
Average Tile Weight W Product Approval
Tile Dimensions I=length Product Approval
w-width
All calculations must be submitted to the Building Otficlal at the time of permit applicatlon.
c
Mgftk
NEENEM
M1
MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT, AND REGULATORY AFFAIRS 11805 SW 26 Street,Room 248
BOARD ANI)CODs:ADMINISTRATION DIVISION Miami,Florida 33175.2474
T(786)315-2590 F(786)3I5-2599
NOTICE OF ACCEPTANCE(NOA) tir�yls,#l}1amldadasay/��ce�
Clay Forever
6801 NW 72 Avenue
Suite 301
Miami,FL 33166
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 bade 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 Mhuni-Dade County Product Control
Section an 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 falls 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 revolve 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: Volean by Altusa,Spanish'IS"Clay Roof Tile
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and
following statement:"Miami-Dada 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 woWs'Miami-Dade County, Florida,and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall
be done in Its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of pages 1 through 9.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 11-0722.01
M p p Expiration Date:00/26114
• Approval Date: 10120/11
Pagel of 9
ROOFING ASS>SMBLY APPROVAL
Qfte= Roofing
§g -C r : Roofing Tiles
ter el• Clay
Deck Type: Wood
I. SCOPIl
This new roofing system using Vulcan by Altusa Spanish"S"Clay Roof Tile as manufactured
by Sulacer,S.A.de C.Y in Pimienta,Honduras acid distributed by Clay Forever LLC as
described in Section 2 of this Notice of Acceptance, For locations where the pressure
requirements,as determined by applicable Building Code does not exceed the design pressure
values obtained by calculations in compliance with RAS 127 using the values listed in section 4
herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
ufactnred bX Diwens4ms Test Product
licaa faalg#_11 SpeciticaW_ns Desch
Voloan by Altusa Length: 19-`/z" High profile,one-piece,'S'shaped single roll
Spanish"S"Clay Width: 10-'12" ASTM C 1167 clay tile with a nominal 2-Y2 inch headlap.
Roof Tile varying thickness -`For.direct deck nail-on,mortar set or
;adhesive set applications.
Trim Pieces Length:varies Accessory trim,clay roof pieces for use at
Width:varies TAS 112 hips,rakes,ridges and valley terminations.
varying thickness Manufactured for each tile profile.
2.1 SUBMITTED EVIDENCE:
Test Agee Vest Identifier Test Namo1R_Qggrt Date
American Test Lab of South RT0426.02-11 ASTM C 1167 05/07/11
Florida
American Test Lab of South RT0620.02-11 Static Uplift Testing 06/27/11
Florida TAS 101
IBA Consultants,Inc. 2397-116 ASTM C 1167 06/28/07
The Center for Applied 94-083 Static Uplift Testing April 1994
Engineering,Inc. TAS 101 (Adhesive Set)
The Center for Applied 94-084 Static Uplift Testing May 1994
Engineering,Inc. TAS 101 (Mortar Set)
The Center for Applied 25-7200-1 Static Uplift Testing Feb. 1995
Engineering,Inc. TAS 102
.(Quick-Drive Screws,
Battens)
The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994
Engineering,Inc. Test#MDC-78 TAS 100
Celotex Corporation Testing MTS 520649 TAS 102(A) May 2000
NOA No.: 11-0722.01
MIA oecou Expiration Date:08/26/14
"+ Approval Datet 10120/11
Page 2 of 9
r
PRI Asphalt Technology,Inc. CLF-003-02-01 TAS 102 October 2001
Redland Technologies 7161-03;Appendix III TAS 102 Dec. 1991
Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991
Appendix II TAS 108(Nail-On)
Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994
1994 TAS 108(Nail-0n)
Redland Technologies P0631-01 Wind Tunnel Testing July 1994
TAS 108(Mortar Set)
Redland Technologies P0402 Withdrawal Resistance Sept. 1993
Testing of screw vs.smooth
shank nails
Walker Engineering,Inc, Calculations Aerodynamic Multiplier March 1999
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
3. L1 MTTAnom
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in
accordance with TAS 106.
3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112,appendix`A'.Such testing shall be submitted to
the Building Code Compliance Office for review.
3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlaynient material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with the applicable Building Code.
3.7 May be installed on slopes 7:I2 and greater.
NOA Noa 11-0722.01
e �i7y
Expiration Datei 08!26/14
Approval Date: 10/20/11
Page 3 of 9
4. INSTALLATION
4.1 Volcan by Altusa Spanish"S"Clay Roof Tile and its components shall be installed in strict
compliance with Roofing Application Standard RAS l IS,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)
Volcan Altusa 6,331 1.650 0.03
Table 2: Aerodynamic Multipliers-A(ft )
Tile A(ft) ye)
' Profile Batten Application Direct Deck Application
Volcan by Aitusa 0.236 0.255
Table 3: Restoring Moments due to{gravity-Ma(ft-lbf)
2"• 12f► 300. 12" 4"• 12" 6 12 6 12" 7f,, 12"or
or ass rester
Batten pirect Batten Direr# Batten Direct Batten Direct Batten Direct Batten Direct
Deck Deck Deck eck Deck Deck
4.78 5.12 4.71 5.05 4.62 4,96 4.51 4,84 4,38 4.67 4.25 4,vti
NQA No.: 11.0722.01
i, i 8 Expiration Dates OS/UM
" • Approval Datet 10/20/11
Page 4 of 9
Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf)
for Nail-On Systems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile (Min 16/3r' (Min. 19132"
plywood) plywood)
Volcan by 2-10d Ring Shank Nails 28.6 41,2 19.4
Altusa
1-10d Smooth or Screw 5.1 . 6.8 2.8
Shank Nall
2-10d Smooth or Screw 6.9 9.2 7.3
Shank Nails
1 48 Screw 28.7 28.7 NIA
2 .#8 Screws 58.2 58.2 26.8
1-10d Smooth or Screw 23.1 2$,1 19.0
Shank Nall Field Clip)
1-10d Smooth or Screw 29.3 29.3 24.0
Shank Nall'Eave Clip)
2-10d Smooth or Screw 27.6 27.6 38.6
Shank Nails Field Clip)
2-10d Smooth or Screw 38.1 38.1 41.8
Shank Nails Eave Clip)
1 Screw with Altusa Clip See cli details
can by 1 Screw with clip(at the 187.1 187.1 NIA
Altusaf head of tie)
Volcan by 1 Screw with clip(at the 35.2 36.2 NIA
Altusa' water course of tile)
1,S&ew must be installed Ifi the maids 6W hole located nearest•fo ties hum of the tile.
Table 6: Attachment Resistance impressed as a Moment Mf(ft-lbf)
for Two Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Volcan b X Altuse Adhesive 29.3
2 See manufactures component a royal for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 10.7 grams.
Pol dam Product Inc.Average we ht per patty 8 grams,
NOA No.: 11.072x.01
p Expiration Date:08/26/14
Approval 1 Dat e: 10/20!1 1
Page 5 of 9
Table 6: Attachment Resistance Expressed as a Moment-Mt(ft-lbf)
for Single Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Vulcan by Altusa Polyfoarn Poi ProTM 66.
Polyfoam Poi ProTM 46.86
Polyfoam Pol ProTM 38.
4 L e add Y cement of 83 grams of PolfroTm.
6 MedlurTipadoll placement of 37.7 qramsof Pof ProTm.
8 edium Paddy placement of 24 grams of Pol ProTM.
Table 7:Attachment Resistance Expressed as a Moment-Mr(ft-lbf)
for Mortar Set Systems•
Tile Tile Attachment
Profile Application Resistance
Volcan b Aitusa Mortar Set
S. LABELING
All tiles shall bear the Imprint or identifiable marking of the manufacturer"s name or logo,or
following statement:°Miami-Dade County Product Control Approved".
VOLCAN
MADE IN HONDURAS
LABEI,FOR VOLCAN SPANISH"S"TILE
(LOCATED ON THE UNDERSIDE OF THE TILE)
6. BUILDING PERMIT REQUIREMENTS :3
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.
NOA No.: 11-0722.01
NAM cOUN7Y Expiration Date:08/26114
Approval Date: 10/20/11
Page 6 of 9
PROFILE DRAWINGS
I
I
i
VOLCAN BY ALTUSA,SPANISH"S"CLAY ROOF TILE
NOA No.: 11-0722.01
Expiration Date:08/26/14
Approval Date: 10/20/11
Page 7 of 9
e .
CLIP DETAILS
TILE BY ALTUSA
(TYR) 2112"OVERI;AP
(COVERS PIN 14OLE)
O •
SCREW IN THE INSIDE HOLE
NEAREST TO THE HUMP OF THE TILE
DECK
CLIP WITH ONE(1)SCREW
ATTACHED TO DECK
CUP PLACEMENT DETAIL
4
CLIP
i�
NOA No.: 11-072201
Expiration Date:08/26/14
Q Approval Date: 10/28/11
Page 9 of 9
CLIP DETAILS(CON'T)
'M9 BYALTHHSA 2111'OVERLAP
') (COVERS PIN
HOLE)
SCREW(HOLDS
CLIP ONTO DECK) 0
SCREW IN THE HN$f08 NAIL HOLE
NBARBST TO THE HUMP OP THE TILE
7
i
--DECK
CLIP PLACEMENT DETAIL 1 114° 1314" 3141
518"
�js---.-
GALVANIZED
3.w I METAL CLIP
DECK--/ 2 112"SCREW
END OF THIS ACCEPTANCE
NOA No.: 11-0722.01
a c Expiration DBtet 0846/14
Approval Date- 10/20/11
Page 9 o€9
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DMSION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econo
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#11-1229.01 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0713.02
Muar4t nape counrnr Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 1 of 8
1
ROOFING COMPONENT APPROVAL
Categ-orv: Roofing
Sub-Cateaory: 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 6598"x 3'33/s" 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 3133/8" 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 flat
roof tile underlayment.
Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering,APP
underlayment 32'10"x 3'33/$" 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 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing
(Surface Printing) 80 mils thick membrane.Designed as a metal roofing and roof
Manufacturing Location tile underlayment.
#1 
Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane,
underlayment 32'10"x 3'33/8" 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-
Manufacturing Location 61' x 3'33/8" 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-
Manu facturing Location 61' x 3'33/8" 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
Mu►rtIF-17 coUNTY Expiration Date: 09/13/16
Approval Date: 02114/13
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 waterproofmg membrane. Designed
#2 60 mils thick as a a roof tile underlayment.
MANUFACTURING PLANTS:
l.Hazelton, PA
2.Winter Haven,FL
EVIDENCE SUBMITTED:
Test Aeency Test Identifier Test Name/Report 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-RI 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. JX201-17A TAS 103/ASTM D4798&G155 04/01/08
RX14E8A TAS 103/ASTM D4798&G155 11/09/09
DX2313813 TAS 103/ASTM D4798 &G155 02/18/10
DX23138A TAS 103/ASTM D4798&G155 02/18/10
NOA No.: 12-0713.02
r�wr�inaneCOUtvt�r
C Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 3 of 8
INSTALLATION PROCEDURES:
Deck Type 1: Wood,non-insulated
Base Sheet: One or more plies of ASTM D 226 Type II 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 3-1/2"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
MIAMI•DADE COON
Fn=Is , Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 4 of 8
GENERAL LIMITATIONS:
1. 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(days
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 tile 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 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.
NOA No.: 12-0713.02
MIAMI•DADE COUNTY Expiration Date: 09/13/16
L-1yu! 40 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.
tv
Roofing Tiles
(6 Max Per Stack)
d 12
o
� 6
F�p4f,t�k ptred Ydth
PL�).* '1GKTU.AIta
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.
MIAMMADE COUNTY
in 0 1
BUILDING PERMIT REQmEMENT&
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
MIAWDADE COUNTY 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 7712"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 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
Mu MI-DADe CoutvrY 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(NRCA).
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
�•oe�e cout�Tr Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 8 of 8
MIAMI- MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATOO At IRS(PERA) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175.2474
,
T(786)315-2S90 F(786)315-2599
NOTICE OF ACCEPTANCE (NOAH^ wsrw.mtamidade.nov/nera
Bermuda Roof Co.,Inc. �. .
10709 SF Flotilla Court ,
Hobe Sound,FL.33455
SCOPE: 'dIik
This NOA is being issued under the applicable rules and regulations governing the use of constniction 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 Bull in"�Ji�ode..
DESCRIPTION: Lightweight Roof Tile Mortar
LABELING: Each unit shall bear a permanent label with the trianufacturer's name or logo,city,state and following
statement: "Miami-Dade County Product Control Approved",ujles�otherwlse noted herein.
RENEWAL of this NOA shall be considered after•a renewal
l;br1'has`been filed and there has been no
change in the applicable building code negatively kVeahig the t lanca cif this product.
TERMINATION of this NOA will occur after the expiration dhte 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# 11-0816.05 and consists of pages 1 throug4. ;,
The submitted documentation was reviewed by Alex Tigera.
M t• sC uN NOA No.: 11-0908.099
' Expiration Date: 09/20/16
MCI"`. Approval Date: 12/29/11
:r. Plus!t t Page 1 of 8
ROOFING COMPONENT.APPROVAL:
Caje¢ory; Roofing
Sub-Category, Roof Tile Adhesives
M t� erlai: Cement
SCOPE:
This renews "Tile-Tite" Roof Tile Mortar, as manufa4ut� %by Bermuda Roof Company, Inc. as
described in this Notice of Acceptance, and designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
PRODUCT DESCRIPTION:
Manufactured by ARiplicant Dimensions Prbiluct Desgription
"Tile Tite"R.00f Tile Mortar N/A Prei'r';-! '. roof the mortar for used with
pp accordance with RAS 120
MANUFACTURING LOCATION:
1. Winter Springs,FL.,
EVIDENCE SUBMITTED:
Test Aeon Test Identifier Test Name/Report Date
Center for Applied #94-084 TAS 101 04/08/94
Engineering,Inc.
Florida Testing and #450225 ASTM C9 05/10/94
Engineering,Inc. Type M
PRI Asphalt Technologies BRCI-001-02-01 W'!AS 123/TAS 101 03/14/06
BRCI-002-02-01 TAS 101 05/18/11
LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. Field uplift testing shall be performed, in compliahbe WWI the test procedure set forth in RAS
106. Testing shall be performed'not prior to 30.days aft 1 'siallflon.
3. "Tile-Tito" Roof Tile Mortar shall be placed in acc `d U
�,-w -he'Placement Details'provided
herein. Each generic tile profile requires a sped�c : dement, {see Placement Detail listed
herein).
4• "Tile-Tite"Roof Tile Mortar shall be applied in accordance with Bermuda Roof Specifications.
5. Tile must be applied within 5 minutes of the application of"rile-Tate' Roof Tile Mortar.
6. Refer to RAS 120,for penetrations and terminations,as well as the'Placement Details'herein.
7. Refer to Tile manufacturer's Product Control Notice of Acceptance for system approvals.
NOA No.; 11-0908.09
Mu► Da `u u Expiration Date: 09/20/16
Approval Date: 12/29/11
Page 2 of 8
1 1
:1
INSTALLATION: :i• "� '•
A. Field Tiles
1. "Tile-Tito"Roof Tile Mortar and its components shall be installed in strict compliance with RAS
120.
2. Placement Details:
Adhesive Placement: GENERIC PROFILE: PLACEMENT DETAIL#
Two piece Barrel A
Spanish&Mission"S" B
Low Profile Roll C
Flat D
B. Hip and Ridge Tiles a F
1."Tile-Tito"Roof Tile Mortar may be used to install hip and ridge tiles in a full bed of mortar.
2. Placement Detail E
LABELING:
All bags shall be labeled in accordance with the Standar4'-o Witlons%heirom.
BUILDING PERMIT REQUIREMENTS:
Any documents required by the Building Official or applicable building code in order to properly
evaluate the installation of this system.
MI acou NOA No.: 11-0908.09
Expiration Date: 09/20/16
Approval Date: 12/29/11
Page 3 of 8
PLACEMENT DE•TAiIL "A" .
TILE & MORTAR PLACEMENT- BARREL TILE- 2 PC.
2x4 ON EDGE
(WHEN RFQU=D
FOR STEP ROOF PITCHES)
PAN
NAIL FIRST PAN HERE
(WREN ADDITIONAL
NAILING UQUMED BY CODE)
MORTAR BED
FOR COVER E 10"MASON TROWEL
FUL OF MORTAR
FASCIA BOARD
NAIL COVER HERE
(WHEN RI:QLmtED)
WYIEEPHO
POINT-UP METAL SAVE DRIP
MORTAR BED FASCIA BO
NOA No.: 11-0908.09
111AM a°; Nry Expiration Date; 09/20/16
�i Approval Date: 12/29/11
Page 4 of 8
PLACEMENT DETAIL"B"
90#MINERAL SURFACE
ROOFING FELT
10" MASON TROWEL
FULL OF MORTAR
NAIL THROUGH PLASTIC
ROOF-CEMENT(WHEN
ADDITIONAL NAILING IS
REQUIRED BY CODE
.y,
FASCIA BOARD
BARGE BOARD
NOA No.: 110908.09
A C 11N Expiration Date: 04/UM
Approval Date: 12/29/11
Page 5 of 8
r
PLACEMENT DETAIL "C"
90#MINERAL SURFACE
ROOFING FELT ':� :<;�`.
NAIL THROUGH PLASTIC
ROOF CEMENT(WHEN
ADDITIONAL,NAILING IS
10"MASON TROWEL I REQUIRED BY CODE
FULL OF MORTAR
I
►•A� D
D
SECURE WITH CORROSION
RESISTANCE NAILS
FASCIA / BARGE BOARD
BOARD
WHEEPHOLE POINT-UP WITH COLORED
MORTAR TO MATCH TILE
" f SURFACE
(EPON)PRE-FABRICATE
CLOSURE NAILED THROUGH ROLLED RAKE TILE
PLASTIC ROOF CEMENT OR (SPANISH"S"CUTS)
INTO APPROVED ADHESIVE SURFACE
3
a '
. M•D +�
NOA No.: 11••0908.09
,AD �U Exptration Date: 09/20116
Approval Date: 12/29/11
Page 6 of 8
PLACEMENT DETAIL.01)"
NOTE:MORTAR SHALL NOT REACH ". 1.THE HEAD OF ONE TILE
INTO THE HEAD OF TILE IN PREVIOUS 2.THE UNDERLOCK SIDE OF
COURSE OR INTO UNDERLOCK OF
ADJACENT TILE, A SECOND TILE
0
3.THE UNDERSIDE OF THE
6 TILE BEING SET
NAIL HERE THROUGH
PLASTIC ROOF CEMENT
(WHEN REQUIRED
10"MASON TROWEL BY CODE)
FULL OF MORTAR
HEADLAP
e
e
BARGE BOARD
SAWCUT HALF TILE
METAL EAVE DRIP �' POINTED-UP MORTAR BED
FASCIA BOARD
THICKBUT
TILE
a
Y
�,arii•L7ADE . urrrar
NOA No.: 11-0908.09
.. mw Expiration Date: 09/20/16
Approval Date: 12/29/11
Page 7 of 8
PLACEMENT DETAIL"E"
HIP AND RIDGFTiLES
�HIP/RIDGE TILE
TILE TITE MORTAR '
PREPARED ROOF
COVERING
ENS? OF THIS ACCqPP.fiANCE
•a QE 4 r NOA No.: 11-0908.09
Expiration Date: 09/20/16
Approval Date; 12/29/11
Page 8 of 8
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES-REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner
with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section
R4402 govern the minimum requirements and standards of the industry for roofing system installations.
Additionally,the following items should be addressed as part of the agreement between the owner ant the
contractor.The owner's initial in the designated space indicates that the item has been explained.
1. - �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. =O�V Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be
renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior
to removing the existing roof system).
3. 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.
5. /°� Ponding water:The current roof system and/or deck of the building may not drain well and may
cause water to pond(accumulate)in low-lying areas of the roof. 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.Perimeter/edge wall or other roof extension may block this discharge if
overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in
accordance with the requirements of Sections R4402, R4403 and R4413.
7. !'�J�� Ventllatlon:Most roof structures should have some ability o vent natural airflow through the
interior of the structure assembly(the building itself).The existing amount of attic ventilation shall not be
reduc be beneficial to consider additional venting which can result in extendin the service life of the
roof. �
ct ge s S ature Date Contra e to
Revised on 7/9/2009 LD