RF-13-1999MW
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone:.(305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-202086 Permit Number: RF -9-13-1999
Scheduled Inspection Date: November 18, 2013 Permit Type: Roof
Inspector: Naranjo, Ismael Inspection Type• Final Roof
Owner: , Work Classification: Flat
Job Address: 9767 NE 13 Avenue
Miami Shores, FL
Project: <NONE>
Phone Number
Parcel Number 1132050090520
Contractor: MGC ROOFING & CONSTRUCTION INC Phone: (305)619-8425
riwiama uepanment comments
NEW FLAT ROOF
INSPECTOR COMMENTS False
Inspector Comments
PassedA# CREATED AS REINSPECTION FOR INSP-198433. Not ready
c'k 10
Failedj��
U
Correction �.
Needed ❑�,
Re -Inspection ❑ /
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
November 18, 2013 For Inspections please call: (305)762-4949 Page 12 of 20
,., Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 f n
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949�g ' `�
E: Cl7 0 iffl
FSC 20
BUILDING Permit No. Qca j2—QRZ
PERMIT APPLICATION Master Permit No. -P -0S--- tqq-ci
Permit Type: BUILDING ROOFING
JOB ADDRESS: q 14(al 15�. l'A kit, t%.03City: Miami Shores County: Miami Dade Zip: 1313_
Folio/Parcel#:`dr, o0q 0,K a
Is the Building Historically Designated: Yes
NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): QO . Ag;rM Phone#: Cod\
Address: 11;
City: w®� State: lc -Z- Zip: 13 31
Tenanvlzssee Name: - Phone#:
Email: -4 0cakt, C4� `gyp �i4r� •CSP l
CONTRACTOR: Company Name:ytf.L qcM,� Q � rL. Phone#: C vo - -2v
Address:
City:
Qualifier Name:
State Certification or Reaistration #:
Contact Phone# j W% ,
l)ES�GATE�t. ,Ar�hitect/Engineer.
+•kik-:. .we., �. ,,.F- ...-. -
n;
of,�Vgrk.for s Permit: $ 1� 1 �JQa to Square/Linear Footage of Work: 11 Q� ST-
;j
T-
; S� Type'i � *ork Addition DAlteration ONew ORepair/Rep ca' e�,,r7,, , ODemolition
Description of Work: k�"kk bk is itJ�s� �
ec�
Scanning Fee $
Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $ �C-- 4(a
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
zip _
zip.
Appfigation is Thereby made tQ obtain a permit to do the work and installations as indicated. I certify that no work or installation has
coinmenced 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.
Owner or Agent
The foregoing instrument was ac owled before ej,this 30
day of #9G , 2011 , by r
whoperso�Imome orwho has produced
As identification and who did take an oath. A H ,' k,. RLa . Sx as identification and who did take an oath.
Signature
ntractor
The foregoing instrumept was acknowledged before me this
day of r--S� 20 B by ✓ --r A:7-
who is personally known to me or who has produced
NOTARY PUBLIC:
NOTARY PUB
,•`'�P"Y °�a'•., BRIM HANNA
w` 's tart' Public - State of Florida
Sign: % 9 ,
Comm. Expires Jul 7, 2015
Print:
My Commission Expires: p 14- /0 9' / L..o ( S
Structural Review Clerk
(Revised 5=012XRevised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007)
r � �
Miami shores Village
Building Department
10050 N.E.2nd Avenue
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
10050 NE 2nd Ave
Miami Shores, FI 33138
Date:
Re: Owner's Name: L�b t?)� QU 1R6
Property Address: ck=N6'a 4,g r 4„' vz\
Roofing Permit Number:
Dear Bulling Official:
I eM ` certify that I am not required to retrofit the roof to wall connections of my
7b tiding 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.
❑ 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 Florid Building Code (1994 SFBC) 4pi /b
AZ4 .V'W�4 041Tvtb
Signature
State of Florida
County of Dade
Print Name
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this �?N� day of 19 v C u s _'1r0- -- - - -
Notary Public, Sate of Florida at Large
JUDITH DEMIUD
Notary Public - State -of Florida
My Comm. Expires Jun 13, 2017
Commission # FF 013940
Bonded Through National Notary Assn
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 F8C nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revue on 5/21/2009
Paid By Effective Date 11/30/2012 Icate public user 09/04/2013
Miami -Dade County, Florida Paid 12/19/2012 Receipt# 20121219-6004-0000213 $32,790.49
2012 Real Estate Property Taxes
Notice of Ad Valorem Tax and Non -Ad Valorem Assessments
SEE REVERSE SIDE FOR IMPORTANT INFORMATION
FOLIO NUMBER MUNICIPALITY MILL CODE
11-3205-009-0520 MIAMI SHORES _ 1100
Malllna Address ProoertyAddress _ Fvamntinnc• HX, HBSTATE, HBCOUNTY,
MM%XMLU MWULI I MU I K
1521 NW 165 ST
MIAMI, FL 33169-5600
HBCITY
Municipal Governing Board
MIAMI SHORES OPERATING 1,369,668 8.00000 1,319,668 10,557.34
MIAMI SHORES DEBT SERVICE 1 1,369,668 0.75000 1,319,668 1 989.75
FS00823 MIAMI SHORES STORMWATER FEE @ 45.0000 1.000 45.00
FW00824 MIAMI SHORES SANITATION FEE @ 705.5200 1.000 705.52
Save Time. Pay Online. www.miamidade.gov Combined taxes and assessments $34,156.76
+ RETAIN FOR YOUR RECORDS +
.................... ................................. .................... ................... ......... ......e... ....... ...a.......a......a....a..........................a....................
�.a
PertY + DETACH HERE AND RETURN THIS PORTION WITH YOUR PAYMENT i Du licate public user 09/04/2013
Taxes PAY ONLY ONE •
11-3205-009-0520 If Paid By Please Pay
FOLIO NUMBER 0 1+ 1 2+ 1 1- 3 2 0 5- 0 0 9- 0 5 2 0* ■
9767 N F 1-1 AVF Make checks payable to: Miami -Dade Tax Collector
PROPERTY ADDRESS (in U.S. funds drawn on U.S. banks) Nov 30, 2012 $32,790.49
Amount due May be Subject to Change Without Notice
LEGAL DESCRIPTION Dec 31, 2012 $33,132.06
EARLETON SHORES PB 43-80 LOTS 7 & 8 BLK 4 LOT Mail payments to:
SIE 188.980 X 150 OR 140 W. Flagler Street, Miami, FL 33130-1570
Jan 31, 2013 $33,473.62
ANGELO NAPOLITANO TR
1521 NW 165 ST F u 2013 $",810'19
MIAMI, FL 33169-5600
17"
Ir 31, ^; X4,156.76
1000000000000000001132050090520201200000000000000000000004
Miami -Dade School Board
SCHOOL BOARD OPERATING
1,369,668
7.76500
1,344,668
10,441.35
SCHOOL BOARD DEBT SERVICE
1,369,668
0.23300
1,344,668
313.31
State and Other
FLORIDA INLAND NAVIGATION DIST
1,369,668
0.03450
1,319,668
45.53
SOUTH FLORIDA WATER MGMT DISTRICT
1,369,668
0.36760
1,319,668
485.11
EVERGLADES CONSTRUCTION PROJECT
1,369,668
0.06130
1,319,668
80.90
CHILDRENS TRUST AUTHORITY
1,369,668
0.50000
1,319,668
659.83
Miami -Dade County
COUNTY WIDE OPERATING
1,369,668
4.70350
1,319,668
6,207.06
DEBT SERVICE
1,369,668
0.28500
1,319,668
376.11
FIRE RESCUE OPERATING
1,369,668
2.44960
1,319,668
3,232.66
FIRE RESCUE DEBT SERVICE
1,369,668
0.01310
1,319,668
17.29
Municipal Governing Board
MIAMI SHORES OPERATING 1,369,668 8.00000 1,319,668 10,557.34
MIAMI SHORES DEBT SERVICE 1 1,369,668 0.75000 1,319,668 1 989.75
FS00823 MIAMI SHORES STORMWATER FEE @ 45.0000 1.000 45.00
FW00824 MIAMI SHORES SANITATION FEE @ 705.5200 1.000 705.52
Save Time. Pay Online. www.miamidade.gov Combined taxes and assessments $34,156.76
+ RETAIN FOR YOUR RECORDS +
.................... ................................. .................... ................... ......... ......e... ....... ...a.......a......a....a..........................a....................
�.a
PertY + DETACH HERE AND RETURN THIS PORTION WITH YOUR PAYMENT i Du licate public user 09/04/2013
Taxes PAY ONLY ONE •
11-3205-009-0520 If Paid By Please Pay
FOLIO NUMBER 0 1+ 1 2+ 1 1- 3 2 0 5- 0 0 9- 0 5 2 0* ■
9767 N F 1-1 AVF Make checks payable to: Miami -Dade Tax Collector
PROPERTY ADDRESS (in U.S. funds drawn on U.S. banks) Nov 30, 2012 $32,790.49
Amount due May be Subject to Change Without Notice
LEGAL DESCRIPTION Dec 31, 2012 $33,132.06
EARLETON SHORES PB 43-80 LOTS 7 & 8 BLK 4 LOT Mail payments to:
SIE 188.980 X 150 OR 140 W. Flagler Street, Miami, FL 33130-1570
Jan 31, 2013 $33,473.62
ANGELO NAPOLITANO TR
1521 NW 165 ST F u 2013 $",810'19
MIAMI, FL 33169-5600
17"
Ir 31, ^; X4,156.76
1000000000000000001132050090520201200000000000000000000004
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PF
CONSTRUCTION INDUSTRY LICENS3
.� TAL SSEEEMONROE STREET
T3239S
SAIFMAN, BARRY
MGC ROOFING & CONSTRUCTION, INC.
10111 NW 24TH PL APT 102
SUNRISE FL 33322
# _G 8B O
� 5 _
Congratulations! With this license you become one of the nearly one million STATE OF FLORIDA DEPARTMENT OF BUIgLtSS AND
Floridians licensed by the Department of Business and Professional Regulation. PROFESSIONAL REGULATION
Our professionals and businesses range from architects to yacht brokers, from
boxers to barbeque restaurants, and they keep Florida's economy strong. CCC054767 11/29/12 120212345
Every day we work to improve the way we do business In order to serve you better.
For information about our services, please log onto www.myfloridalicense.com. CERTIFIED ROOFING CONTRACTOR
There you can find more information about our divisions and the regulations that SAIFMAN, BARRY
impact you, subscribe to department newsletters and learn more about the MGC ROOFING & CONSTRUCTION, INC.
Department's initiatives.
Our mission at the Department is: License Efficiently, Regulate Fairly. We
constantly strive to serve you better so that you can serve your customers. Is CERTIFIED under the provisions of ch.489 Fs
Thank you for doing business in Florida, and congratulations on your new license!
aspiration sates AUG 31, 2014 L12112902218
DETACH HERE
AC7#688075 STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD SEQ# L12112902118
r • LICENSE NBR
11/29/2012112021234.5 'CCC054757
The ROOFING CONTRACTOR
Named below IS CERTIFIED
Under the provisions of Chapter 489 FS.
Expiration date: AUG 31, 2014
SAIFMAN, BARRY
MGC ROOFING & CONSTRUCTION, INC.
10111 NW 24TH PL APT 102
SUNRISE FL 33322
RICK SCOTT
GOVERNOR
DISPLAY AS REQUIRED BY
KEN LAWSON
SECRETARY
FIRST-CLASS
U.S. POSTAGE
PAID
4 FL
PERIMT NO. 231
710061-3 THIS IS NOT A BILL - DO NOT PAY
BUSINESS NAME / LOCATION RECEIPT NO.
737857-3
MGC ROOFING,& CONSTRUCTION INC STATE# CCCO54767
6146 NW 74' AVE
33166 LININ DADE COUNTY
OWNER
MGC ROOFING & CONSTRUCTION INC
Sea Ty" of Buster WORKER/S
m of SPECIALTY BUILDING CONTRACTOR 3
PAYUM RAY®
mi=C0Wmr TAX
02/06/2013
02220002001
000075.00
jr SEE OTHER SIDE
DO NOT FORWARD
MGC ROOFING & CONSTRUCTION INC
MARVIN G CAMPBELL VPRES
6146 NW 74 AVE
MIAMI FL 33166
"-iso 13s
AC40RDVCERTIFICATE OF LIABILITY INSURANCE
8/6/2013
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER
IMPORTANT. If the CertIficate holder Is an ADDITIONAL INSURED, the pollcy((es) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the
certificate holder in Iieu of such endomeme s).
PRODUCER
A Dellis® Page
Frank H. Forman, Inc.
1314 East Atlantic Blvd.
P. O. Sox 19271
Pompano Beach FL 33061
PNo . (954) 943-5050 FAX N.. (954) 942-6310
deaise@furinaaineuranae.00m
AFFORDING COVERAGE Nacs
INSURERANational Fire Ins of Hartford 0478
INSURED
AGC Roofing 6 Construction Inc.
7538 Houston Road
INSURER a -Continental Casual Co 0443
msumcAmerican Casual Cc of Readin 0427
INSURER D A= Marine Insurance 2837
INSURERE:
Ift—ron GA 31008
F;
nr=Vrarvn numocR:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR
THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH
RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL
THE TERMS.
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
ILTR NSR
TYPE OF INSURANCE
MY ERdammUAIrIB
GENERAL LIABIUTY
EACH OCCURRENCE $ 1,000,000
X ClMMERCIAL GENERAL LIABILITY
PREMISES (Ea $ 100,000
A
CLAIMS MADE ®OCCUR
029339741
/1/2013
/1/2014
Q=mwwm
MID EXP Any om penton $ 25,000
X Contractual mat
PERSONAL &ADV INJURY $ 1,000,000
X I Broad Form ISD
GENERAL AGGREGATE $ 2,000,000
GEWL AGGREGATE LIMIT APPLIES PER:
PRODUCTS - COMP(OP AGG $ 21000,00
POLICY X PRO LOC
AUTOMOBILE LIABILITY
X
c tI S 11000,000
BODILY INJURY (Per person) $
A
ANY AUTO
ALL OWNED SCHEDULED
AUTOS AUTOS
029339738/1/2013
/1/2014
BODILY INJURY (Par ecddent) $
X HIRED AUTOS X q�p WNED
PRO DA[NA(0 $
PIP $ 10,000
X U4IIRtELIA UAB X
OCCUR
EACH OCCURRENCE $ 4,000,000
B
EXCESS LIAB CMMS-MADE
AGGREGATE $ 4,000,000
DED F I RETENTION
086105811
/1/2013
/1/2014
C
WORKERS COMPENSATION
$
A
L
YIN
X
EL EACH ACCIDENT $ 1.000.000
ANY PROPRIETORIP'�
OFFlCERIMEMBER EXCLUDED? ®
NIA
R MwKbtwy In Newx�
029339755
/1/2013
/1/2014
E.L. DISEASE -FA ERAPLO $ 1 1000,00
E.L DISEASE - POLICY LIMIT $ 1,000,00
DESCRIPTION OF OPERATIONS Maw
D
Installation Floater
93046907
/1/2013
/1/2014
$2W,000 p,1SZ5W 00 54d Wind/Hail
D
Leased/Rented Equipment
93046907
/1/2013
/1/2014
$M,=Per Item $100, Mau 2500 Deal/5% IN
DESCRIPTION OF OPERATIONS ! LOCATIONS! VEMCLES (Attach ACORD 101, Add9twW Rem Sdwdut% S more space Is requimm
•►cerr�nerr un, r.,-..
Miami Shores Village Bldg Dept.
10050 NE 2nd Avenue
Miami Shores, FL 33138
25 (2010/05)
.SHOULD ANY OF THE ABOVE DESCREED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, 140TICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVUIONS.
AUTHORS REPRESENTATIVE
DeJong/DP
®1988-2010 ACORD CORPORATION. Afi riahts renamed
urauao tAni s m Tho Stun nsrwe and Innn am ,mr,Iatarod maMhre of AM9n
1 vq
cIMP 0 �. 1
V-IWOIwo vulrom8 buou comonzuiu
Section A (General Information)
Master Permit No. r-� iZ-, � 3Z Process No.
Contractows Name kjQ'F,�
Job Address _ � �� N�-- l'� �; slaw ysr
ROOF CATEGORY
Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
Shingles
❑ Prescriptive BUR -RAS 15o
ROOF TYPE
New Roof ❑ Reroofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low S.11oopQe Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ('
sip
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 pressurs zones and location of parapets.
germ R name ai ul nMft reset — alemnChMAI
ff
BY DATE
170K'!NG DEPT
f
9E_DG DEPT
SUBJECTTO COMPLIANCE WITH ALL FEDERAL
TATF AND CnUNTY RUL FS AND RFOULATIONS
V-IWOIwo vulrom8 buou comonzuiu
Section A (General Information)
Master Permit No. r-� iZ-, � 3Z Process No.
Contractows Name kjQ'F,�
Job Address _ � �� N�-- l'� �; slaw ysr
ROOF CATEGORY
Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
Shingles
❑ Prescriptive BUR -RAS 15o
ROOF TYPE
New Roof ❑ Reroofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low S.11oopQe Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ('
sip
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 pressurs zones and location of parapets.
germ R name ai ul nMft reset — alemnChMAI
Hot -VELOCITY HURRICANE ZONES
Florida Building Code Edition 2010
High Vebdty Hurricane Zone Uniform Permit Applicdon Form.
Fill In Specific Roof
and identify Manufa
(If a component is not used
System Manufacturer.
Sectio)) C (Low Slope Application)
em
Assbly Components Fastener Spacing for
ctumr Attachment
Identify as "NA") Field: — ° oc @ Lap #
%, Perimeter. -*.lot Lap,
NOA No.: I t •- MA -0
Design Wind Pressures, From RAS 128 or Calculations:
P1 • .__.
P2. P3.
Max. Design Pressure. From the Specific NOA
System: �-3tZoa OSG
Deck:
Type:_ C®0�,�t
Gauge/Thidcness: a11r
� ro
Slope: I � t
Anchor/Base Sheet & No. of Ply(s): s4 to
Anchor/Base Sheet FaptenerBonding Material:
Insulation Base Layer. !�
Base Insulation Size and Thickness: A
Base Insulation Fastener/Bonding Material: �m
Top Insulation Layer �� d
Top Insulation Size and ThWmess: �*s
Top Insulation FastenedBonding Material:
Base Sheet(s) & No. of Ply(s)-V AR 1160
Base Sheet Fastener/Bonding Material:
Ply Sheet(s) & No. of Ply(s P L
Ply Sheet Fastener/Bonding Material ' i?l N.
Top Ply:
Top Ply Fastener/ Bonding Material: t
Surfacing:
Sheet
—G=
F
<ti
Miami Shores, FL 33138, USA
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MIAMI
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Strut, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786315-2590 F (786) 31525-99
NOTICE OF ACCEPTANCE (NOA) W W W.ml2midad&g®v1eC0R0M
Firestone Building Products Company, LLC
250 East 96* Street
Indianapolis, IN 46240-3702
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: Firestone Modified Bitumen Roof Systems over Concrete Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state
and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or
change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an
endorsement of any product, for sales, advertising or any other purposes shall automatically terminate
this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No.10-1230.05 and consists of pages 1 through 92.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 11-0119.11
De Expiration Date: 03/08/16
Approval Date: 04/25/13
Page 1 of 92
ROOFING SYSTEM APPROVAL
Category:
Roofing
Sub -Category:
Modified Bitumen
Mate
APP/SBS
Deck Type:
Concrete
Maximum Design
Pressure: -547.5 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
APP 80 Glass Base
SBS Glass Torch
Base
SBS Base
SBS Premium Base
SBS PolyBase
SBS Poly Torch
Base
Ply IV
Ply VI
Ply IV (4) M
Ply VI (6) M
MB Base
fi j 13107 y�i
IAPPRCVPDI J
Test
Dimensions Specification
39.4" x 654" ASTM D6509
39.4" x 33'10" ASTM D6163
Product
Description
Fiberglass reinforced modified bitumen,
smooth surfaced base sheet.
Modified bitumen base sheet with a burn -
off film and reinforced with non -woven
fiberglass mat.
39.4" x 50' ASTM D6163 Fiberglass reinforced SBS base sheet.
Applied in hot asphalt or mechanically
attached.
39.6" x 50' ASTM D6163 Fiberglass reinforced SBS base sheet.
Applied in hot asphalt or Multi -Purpose
MB Cold Adhesive.
39.6" x 50' ASTM D6164 A smooth surfaced, non -woven polyester
reinforced, modified bitumen base sheet
45" x 39"
33" x 180"
33" x 180"
ASTM D6164
ASTM D2178
ASTM D2178
39.4" x 164.5' ASTM D2178
39.4" x 164.5' ASTM D2178
36" x 108' ASTM D4601
39.4" x 98.7' ASTM D4601
Fiberglass reinforced modified bitumen
membrane, SBS rubber modified asphalt
reinforced with a non woven polyester
mat.
Fiberglass reinforced, asphalt impregnated,
roofing ply. Applied in hot asphalt.
Fiberglass reinforced, asphalt impregnated,
roofing ply. Applied in hot asphalt.
Fiberglass reinforced, asphalt impregnated,
roofing ply. Applied in hot asphalt.
Fiberglass reinforced, asphalt impregnated,
roofing ply. Applied in hot asphalt.
Fiberglass reinforced base sheet, asphalt
coated on both sides. Applied in hot
asphalt or mechanically attached.
Fiberglass reinforced base sheet, asphalt
coated on both sides. Applied in hot
asphalt or mechanically attached
NOA No.: 11-0119.11
Expiration Date: 03/08/16
Approval Date: 04/25/13
Page 2 of 92
Test
Product Dimensions Specification
SBS Smooth 39.4" x 33'10" ASTM D6164
APP IW -P 39.4" x 327 ASTM D6222
APP 170 Cool 39.6" x 33'6" ASTM D6222
APP 180 39.4" x 32'10" ASTM D6222
APP 180-P 39.4" x 32'9" ASTM D6222
APP 180 UltraWhite 39.4" x 3210" ASTM D6222
APP 180 FR
APP 180 FR
UltraWhite
APP 180 Cool
APP 180 FR Cool
SBS Glass
SBS Glass FR
SBS Glass FR
U1traWhite
SBS Torch
;APPROVED]
39.4" x 32'10" ASTM D6222
39.4" x 3TIO" ASTM D6222
39.4" x 32'10" ASTM D6222
39.4" x 32'10" ASTM D6222
39.4" x 33'10" ASTM D6163
ASTM D6163
ASTM D6163
48" x 39" ASTM D6164
Product
Description
Smooth surfaced, modified bitumen
membrane reinforced with non -woven
polyester mat. Applied in hot asphalt.
Polyester reinforced modified bitumen,
smooth surfaced membrane. Torch
applied for use as a base or ply sheet only.
Polyester reinforced modified bitumen,
smooth surfaced membrane.
Polyester reinforced modified bitumen,
granule surfaced membrane. Torch
applied.
Polyester reinforced modified bitumen,
granule surfaced membrane. Torch
applied
Polyester reinforced modified bitumen,
U1traWhite granule surfaced membrane.
Torch applied.
Polyester reinforced, fire retardant
modified bitumen, granule surfaced
membrane. Torch applied
Polyester reinforced, fire retardant
modified bitumen, U1traWhite granule
surfaced membrane. Torch applied.
Polyester reinforced modified bitumen,
granule surfaced membrane.
Polyester reinforced, fire retardant
modified bitumen, granule surfaced
membrane. Torch applied
Fiberglass reinforced, granule surfaced,
modified bitumen membrane. Applied in
hot asphalt.
Fiberglass reinforced, fire rated, granule
surfaced, modified bitumen membrane.
Applied in hot asphalt.
UltraWhite fiberglass reinforced, granule
surfaced, modified bitumen membrane.
Applied in hot asphalt.
Granule surfaced, SBS cap reinforced with
a non -woven polyester mat, with burn off
film and fiberglass enhanced
NOA No.: 11-0119.11
Expiration Date: 03/08/16
Approval Date: 04/25/13
Page 3 of 92
Membrane Type:
APP
Deck Type 3:
Concrete Decks, Non -insulated
Deck Description:
2500 psi structural concrete or concrete plank
System Type F(7):
Base sheet adhered.
All General and System Limitations apply.
Note: Concrete deck shall be primed with ASTM D 41 ,asphalt primer and allowed to dry prior to
application of base sheet.
Base Sheet:
One ply of APP 160-P applied by torch parallel to the base ply, with the overlaps
staggered 12".
Ply Sheet:
(Optional) One or more plies of Firestone MB Base, Ply TV, Ply IV (4) M, Ply VI
or Ply VI (6) M ply sheet or other listed base sheet applied in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-401bsJsq.; or
one ply Firestone APP 160-P torch applied
Membrane:
One ply of APP 180, APP 180-P, APP 180 UltraWhite, APP 180 FR, APP 180 FR
UltraWhite, applied by torch parallel to the base ply, with the overlaps staggered
12".
Surfacing:
(Optional) Any coating, listed below, used as a surfacing, must be listed within a
current NOA. Install one of the following:
1. Gravel or slag at 400 lb. and 300 lb., respectively, set in a flood coat of type
III or N asphalt at 60 lb./sq..
2. Karnak No. 97, No. 97 AF at an application rate of I % gal./sq.
Maximum Design
Pressure:
-312.5 psf (See General Limitation #9.)
NOA No.: 11-0119.11
Expiration Date: 03/08/16
Approval Date: 04/25/13
Page 91 of 92
CONCRETE BECK SYSTEM LIMITATIONS:
1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a
field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener
patterns and density. All testing and fastening design shall be in compliance with Testing Application
Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed
by a Florida Registered Engineer, Architect, or Registered Roof Consultant.
GENERAL LIMITATIoNs:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory
for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20-401bs./sq., or mechanically attached using the
fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,
panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam
insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be
applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8"
ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous
area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every IT in
each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of
121bs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275
lb£, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-
tested,
eldtested, are below 275 lb£ insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a
minimum fastener resistance value in conjunction with the maximum design value listed within a specific
system. Should the fastener resistance be less than that required, as determined by the Building Official,
a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or
Registered Roof Consultant may be submitted Said revised fastener spacing shall utilize the withdrawal
resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with
Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas.
Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with
Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered
Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is
specifically referred within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall
conform with Roofing Application Standard RAS l 11 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field,
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced
fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this
limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 9N-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 11-0119.11
Expiration Date: 03!08/16
Approval Date: 04/25/13
Page 92 of 92
j"rjP4t$'t0n4t Concrete Deck
BUIMMO mmuCrs APP System Specifications
Refer to the Firestone Technical Database at www. ireston b co.con
Deck Requirement
Insulation
() Min. 3000 psi Concrete
Firestone ISO 95+6L
() APP 180
Insulation Attachment
Slope Requirement
() Firestone concrete drive fasteners &
A minimum slope of 1t4":12p must
plates(')
be provided to ensure positive
() Approved hot asphalt
drainage.
() Firestone ISO TwinPack"I tai
() Firestone ISO Spray"' (3)
NOTE: Roof substrate must be
{)
Firestone ISO FIX- iii()Firestone
clean and primed with ASTM D41
ISO Stick- iii
asphalt primer prior to application
of new Firestone membrane.
Hot asphalt can not be used to install
A pull test required on deck if the
or adhere to ISOGARD HD.
following are used to attach
Note: 4'x4' boards must be used
Insulation to deck:
when attaching insulation with
I.S.O. FIXTN Adhesive
adhesive.
I.S.O.SprayTP° S
I.S.O. Twin PackT"
I.S.O. StickTM
20 YEAR
RED SHIELD
The Sample Assembly
Shown is generic. Consult
the Firestone on-line
database or your technical
coordinator at 800-428-
4511 for specific warranty
requirements.
�r additional information
Cover Board
() Firestone IsoGard HD i2)
() Firestone Dens -Deck Prime (4)
Surfacing
{ ) APP Granule Surfaced Cap
Sheet
{ ) APP Granule Surfaced Cap
Sheet coated with Acrylic Base
Coat for Asphalt and AcryliTop
PC -100
20 YEAR WARRANTY REQUIREMENTS
ONE FULLY ADHERED APP
PLUS
GRANULE SURFACED CAP SHEET
ONE FULLY ADHERED BASE PLY
() APP 180
() MB Base SA il)
O APP 180 FR
O APP 160
() APP 170
(Votes:
1. A heat welded membrane must be installed over MB Base SA.
2. Do not use hot asphalt to install or adhere to ISOGARD HD.
3. A pull test required on deck if the following are used to attach Insulation to deck: I.S.O. FL" Adhesive, I.S.O.Spray"' S,
I.S.O. Twin Pack'"" or I.S.O. Stick" `°
Products not supplied by Firsestone are not covered under the Firestone Warranty
Firestone Building Products Company, LLC
250 WEST 96TH Street Revised 5-19-2011
Sales: 1-800-428-4442 Technical 1-800-428- 4511
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.
Additions y, the following items should be addressed as part of the agreement between the owner ant the
contra . 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
iding that the roof system meets the wind resistance and water instruction performance standards.
esthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues
such/ s)Color or architectural appearance, that are not part of a zoning code, should be addressed as part of
the *gr4ement between the owner and the contractor.
2.Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
4oviin accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
ng the existing roof system).
3. Common roofs: Common roofs are those which have no visible delineation between neighboring
un' e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or
o hould 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 i wed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
pe 'on of the underside of the decking may not be acceptable. This provides the option of maintaining the
5. Ponding water: The current roof system and/or deck of the building may not drain well and may
c se w r to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural
istres a d may require the review of a professional structural engineer. Pounding may shorten the life
expe n y and performance of the new roofing system. Pounding conditions may not be evident until the
orig' al fing 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
o a ed from a buildup of water. Perimetededge wall or other roof extension may block this discharge if
ov cuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
a rd nce with the requirements of Sections R4402, R4403 and R4413.
7.LtenOor
Ventilation: Most roof structures should have some ability to vent natural airflow through the
e structure assembly (the building itself). The existing amount of attic ventilation shall not be
may be beneficial to consider additional venting which can in extending the senrice life of the
Owner/Agents Signature Date Contracto gnature 6ati
Revised on 7/9/2009 LD
0
ROOFING APPLICATION STANDARD (RAS) No.111
STANDARD REQUIREMENTS FOR ATTACHMENT OF PERIMETER WOOD -
BLOCKING AND METAL FLASHING
1.1 This Application Standard provides: 1) the
minimum criteria for attar of perimeter
and termination woodblocking; and 2) the
minimum criteria for material fsbrication and
attachment of perimeter metal flashing.
FANNEW-7-f7 ,� ,
2.1. For definitions of van used in this applica-
tion standard, refer to ASTM D 1079; and the
Florida Building Code. Building.
3 W*Wbk AUnchment
3.1. Wood blocking shall be attached to resist
wind forces, and other loads, as required by
Chapter 16 (High Velocity Hurricane Zones)
of this code.
3.2 Fastener Value (fv)
3.2.1 FastemeiWanchors which have pub-
lished withdrawal resistance values,
generated from laboratory testing,
gall have a margin of safety, as noted
in Table 1, below, applied to average
laboratory test results.
Use of published withdrawal resis
tante values to determine a fasten
er value for a particular applica
tion shall be contingent upon the
similarity of substrate materials
which generated the published val
ues in comparison to the substrate
material of the actual application.
TANS I
MARGINS OF SAFETY FOR LA110MORY VYttHMAWAL
- STANCE TERMS
Subdrift
moron of eddy
Seel Deddug
2:1
Concrete Decking
4:1
Wood Deddng
2:1
Gypsum Decking
3:1
Structural Steel
2:1
3.2.2 Alternatively, the Fastener Vale may
be the result of in situ (on site) testing,
in compliance with TAS 105, resulting
in a minimum characteristic resistance
force which shall be used as the
Faster Value.
3.3 Woodblou•, =g Fastener Spacing
3.3.1 The attachment criteria for wood -
blocking shall be 250 plf for perimeter
areas and 300 plf for comer areas.
3.3.2 In any evert, woodblocking fastener
spacing shall not exceed 18 in. o.c.
3.4 Woodblocking Attachment, General
Requirements
3.4.1 In recover, or residential wood decks
applications, woodblocking thickness
may be reds to 1 in. providing the
attachment is in compliance with the
provisions of Chapter (High Velocity
Hurricane Zones) of the Florida
Building Cowie. Building.
3.4.2 The maximum unsupported overhang
of the woodblocking shall not exceed
2 in. If the maximum overhang is
employed, the minimum woodblock-
ing
oodblocking dimension shall be not less than a
nominal 2 in. x 8 in. and two rows of
fasters shall be installed in a stag-
gered manna.
3.4.3 A fastener sly be placed within 3 in.
of the and of each section of wood -
blocking, and a 114 i& gap shall be left
between each section of woodblock
ing•
3.4.4 All fastenedarehor heads shall be
countersunk or fashmedanchm heads
shall be driven flush with the top sur-
face of to wood docking.
3.45 All woodblocking, shall be only salt
pressure treated to LP -2 or better. or
any decay resistant species.
(RAS)111.1
(RAS) No. 111
3.4.6 If the woodblocking thickness is
greater than that of the dation a
tapered edge shall be installed to cre-
ate a sloped traction between the
insulation and do woodblocking.
3.4.7 All fustenadanchors used for attach-
ment of woodblocking shall meet the
contusion resistance requirements set
forth in Appendix 'l?' of TAS 114 far
insulation and membrane fasteners
(DIN 50018).
35 Woodblockdng Attachment, Masonry Block
35.1 When the masonry block is cast with
lightweight aggregate, anchor bolts
shall be embedded of less than 6 in.
into the second course of block.
3.5.2 H expansion bolts are substituted for
anchor bolts, the minimum diamae r
shall be 3/s in.
etc bearing waste at a uwdmum
spacing of 7 (seven feat) o.c. prior to
die attachment of date woofing.
3.73 H the steel deck thickness is less than
or equal to 22 ga., a withdrawal resisr
titre test, in compliance with TAS
105, shall be conducted to determine
compliance with Chapter 16 (High
Velocity Hucticane Zones) of this
cote.
3.8 Wdbloeking Attachment, `Lightweight
Decd'
3.8.1 For the purposes ofthis Section, `light
weight decks' Rall include gypsum,
cementitious wooMber and light-
weight
ightweiight insulating concrete docks.
3.8.2 Lightweight decks should not be used
as a woodblocking attachment sab-
atrate unless -
3 -5.3 When the width of the woodblocking
• The selected woodblocking
is greater than 6 in., anchors shall be
anchor is fastened to the underside
staggered in two rows across the
of the dock or attach directly to
woodblocking width.
a structural member.
• The selected woodblocking
3.6 Wdblocking Attachment, Structural
anchor can achieve an average
Cote
withdrawal resistance of not law
than 450 lbf teed in compliance
3.6.1 Anchors used for woodblocking
with TAS 105.
attachment to structural Lural concrete shall
have a minimum diameter (including
3.8.3 Toggle bolts are not moble wood -
the minor root diameter) of 0.250 in.:
blocking fastaneas.
therefore, a thread concrete anchor
or insulation fastener with a nominal
3.8.4 Faste m spacing for wood blocking
1/4 in. diameter shall not be acceptable.
shall not exceed 12 bubo ox.
3.6.2 Powder Actuated (PAT) fastening 4
Gabe Admen
(Pias and Loads) shall not be an
actable method of attachment.
4.1 Components shall be compatible to minimize
the potential for galvanic corrosion. Galvanic
3.7 Woodblockdng Attntc m=4 Steel Docking
corrasion will newt when diidmilar metmis
come into contact with an electrolyte. An
3.7.1 All fates shall penetrate the tap
electrolyte is any non-metallic substance
flange of the steal dock.
(especially liquid) that will educt electric
tet. Wats a an electrolyte Metals that
3.7.2 When woodblocking is attached paral-
are more electro -positive (anodic or least
Id to tic deck fha, the steel decking
'dile') and will corrode more easily aro at
shall be mechanically anacd to the
one and of the scale. Those that are more dec-
Stfucd Std with minhMUR 1/4 in.
tro-negative (cathodic an more noble) and are
diameter self -tapping or self -drilling
monde codon resistant ane at the otha and of
fasteners with a minimum $/a in. diam-
the scale.
QMM 111.2
42 Common mels used in metal roof Ohre-
tion in order of least noble to stone noble are
as follows:
• Anodic (least merle)
• Magnesium
• Magnesium Allays
. Zinc
• Galvanized Coated Steel
• Aluminum 1100
• Alclad
• Cadmium
• Mild Steel
• wrought Iron
• Cast Iron
• 13% Chromium Stainless Steel (type 410
active.)
• 18-8 Stainless Steel (type 304 active.)
• 18-12-3 Stainless Steel (type 316 active.)
• Dead / Tia Solder
. Lead
• Tin
• Muntz Metal
• Mame Boone
• Naval Brass
• Nhckel (wive)
• 76 Ni -16 Cr -7 Fe allay (wove)
• 60 Ni -30 Mo -6 Fe -1 Mn
• Yellow Brass
• Admiralty Bram
• Aluminum Brass
• Red Brews
. Copper
• silicon Branu
• 70:30 Copra Nickel
• O -Bram
• M -Bronze
• saver Solder
• Nickell (passive)
• 76 N-16 Cr -7 Fe alloy (passive)
• Mosel
• 13% Chromium Stainless Steel (type 410
live)
• Titanium
• 18-8 Stainless Steel (type 304 passive)
• 18-12-3 Stainless Steil (type 316 passive)
• Silver
ciraphite
• Gold
• Platinum
Cathodic (mune noble)
(RAS) ft 111
4.3 To reduce the occurrence of galvanic corro-
sion, the following steps shall be takax
• Do not place metals far apart itt the scale
in coma with each other. Fasteners shall
be of cable mawdal&
• This more noble (cathodic) metal may be
coed with a suitable paint or son- metal
lie cog.
• Do am dedpdsainage from acathodic to
anodic metal avast if materials do not
:we coact. The water will pct
electrical current between the two
materials.
• Copper nails shall not be used to attach
galvanized steel.
4.4 Flasbing Gaga
4.4.1 Table 2 lists material thickness
requirements based on edge mal
component dimes for roof mean
hedgbt less than 54 ft. For roof men
height of 54 #t. or greaten flashing ter-
minations shall be designed by a pro-
fessional engineer or registered archi-
tect proficient in roofing design -
Calculations in compliance Chapter 16
Ofo Velocity Hurricane Zones) of
the Florida Building Cade. 8n Mfr
shall be ssbmltted with Section U of
tiro Uniform Building Permit
Application to the building official for
review.
4.42 All edge metal proses, copings, and
coping caps shall comply with Table 2
heroin. The maximum vertical (face)
dimension listed in MMe 2 represents
the vertical (face) dimensions where a
hook strip is required. Smaller vertical
(face) dimension than those listed in
Table 2 edge mil profiles and cop.
Ings of the specified gauge may be
used wtthont a hook strip.
PLOR1 MULONG CODE—?SST PROTOCOL Mvts (RAS)111J
(RAS) No.111
TABLE 2
HOOK STRIP/CONMUOUS CLEAT THICKNESS REQUIREMENTS FOR EDGE METAL AND COPWQS FACE
-GALVANIZED METAL OR STAINLESS STEEL
Min. Component
Gage
26 ga
24 ga
22 ga
20 ga
18 ga
Max. Vertical (Face)
Flange
4 in.
6 in.
8 in.
10 in
12 in.
Min Hook
Strip/Cleat Gager
24p
22 ga
20 ga
18 ga
16p
ALthh9
Min Component
Gage
0.032 in.
0.032 in.
0.040 hL
0.050 in.
0.060 in.
0.070 in.
Max. Vertical (Face)
Flange
< 3 in.
3 in.
4 in.
6 in.
8 in.
10 in.
Min Hook
Not
Stripueat Gage
Requbvd
0.040 in.
0.050 in.
OA50 in
0.070 in.
0.080 ba.
COPPER
Min. Component
Gage
16 oz
160Z
20 oz
24 oz
32 oz
Max. Vertical (Face)
Flange
5 3.5 in.
3.5 in.
6 in.
8 in.
10 in.
Min Hook
Not
Strip/Cleat weight'
Required
20 oz
24 oz
32 oz
48 oz
IHook strip shall be one thio greater dm that of fiat mend pmfile dial, as mmmucially available.
5 Drip Etre eel Gravel Soup
5.1 Minimum attachment shall include horizontal
flange attachment with approved minimam 12
ga. annular ring shank nails at a spacing not to
exceed 4 in. oc. in a staggered pattern. Rows
shall be approximately 3/4 in. to I in. from
each► edge of the horizontal flange. Nails shall
be fabricated from similar or compatible
material to the drip edge/gravel stop.
5.2 Installation Requirements
5.2.1 Vertical flange dimensions shall be not
less than 1 1/2 in. and the horizontal
dimension shall not be less than 2 in.
wide. The vertical flange shall be of
sufficient length to extend below the
sheathing or other member immediate-
ly contiguous thereto by not Iess than
1/2 in. Table 2 herein lists maximum
vertical flange dimensions for various
drip edge/gmvel stop materials.
5.2.2 Drip edge/gravel stop shall be fabricat-
ed in lengths not greater than 12 feet.
Sections may be joined by one of the
two following methods:
• BW-Tofnt' Meted: Drip
edgdgmvd slop sem shall be
ittsWW with a h/ b0h in. gap
between each section to allow for
opinsion and coMaction of the
metal. Aback orcoverpheshall be
mstadled at eachjoint with approved
sealant applied beivwoehQ the edge
component and tie back or cove
Pulp-
• Drip eftdgmvd
stopstxaiarn oW belled with a
mininmm 4 hL overlapbetween each
section writs a bed of Approved
soap tt at each overt* Slotted holes
shall W p"mchad in tie tap metal
sehdn to allow fie rte.
523 When a continuous cleat (book dip) is
required and rte vatic al flop moods 7
in., the `btdt-joW mediad shall be utilized
and a cove plate shall be intalled.
(RAS)111A FLORM BUILDING CODE —TET PROTOCOL HVHZ
QL49) Na 111
NOTE: All metal surfaces receiving hot asphalt
or approved Bashing coment shall be
My prim with ASTM D 41 prim.
ASTM D 41 prima which is in a quick
dry formulation is acc epmble. All fas-
Mw
shall be covered with aitha:
two layers of `stripping, or `flasbing'
fait set in hat asphalt or approved
flashing cement; or,
a single layer of modified bitumen.
un -ch applied or set in hot asphalt, or
approved adhesive.
10
5.2.4 The mus cleat (hook strip) shall
be nailed or crewed to the vertical
face of ft woodblocking, or to the
vertical fix of the stmcture at a spac-
ing not to exceed 12 in. o.c.
5.2.5 Not withstanding dm minimum attach
meat crhaft noted herein, metal edge
systems of any dimension may be test
ed in complma with RAS 111(A)
and RAS 111 (B), the value from
which may be submitted with Section
II of the Unifa m Building Permit
Application to the building official for
review.
I
/ caw"i�N rq.
•
•, Ft t I� c r -i � •� ��
Atm 3
� F nem
Ttio �.1
0")111.6 FLORA BUU.Mn CODE-^ MON fit. WM
Asphalt Roofing Systems
Underwriters Laboratories (UL)
UL Roof Deck Constructions and "P" Assemblies
Factory Mutual Approvals (FM)
Underwriters Laboratories (UL) External Fire Ratings
All regional building codes and most local building code officials require that roofing systems meet minimum performance requirements when exposed to
external fire sources. The accepted method for measuring external fire resistance is ASTM E-108. This test standard, and closely related standards such as
Underwriters Laboratories UL -790 and Uniform Building Code 15-2, is used to determine the ability of a roof system to hinder the horizontal spread or
vertical penetration of an external fire source. In accordance with these standards, all classified roof covering assemblies fall Into one of the three following
categories.'
• CLASS A: Includes roof coverings which are effective against severe fire exposures
• CLASS B: Includes roof coverings which are effective against moderate fire exposures
• CLASS C: Includes roof coverings which are effective against light fire exposures
For Insulated assemblies over non-combustible roof decks, any classified roofing assembly may be Installed over a new roof deck, an existing roof deck or
over an existing roofing assembly. Underwriters Laboratories states that "any classified roofing system may be applied over a pre-existing roof system (Class
A, B, C, verifiable or not) of the same deck type and establishes for that roof the classification of the new system". Also, an assembly classified over a
combustible deck may be Installed over an existing non-combustible deck and establish for the assembly the rating of the new system. A non-combustible
deck rated assembly must be tested and classified over a combustible deck in order to obtain the desired classification of the new assembly. Total Insulation
thickness of combined existing and new roofing systems may not exceed the total maximum allowable for the new roofing system, and non -insulated systems
are not intended for use over Insulated systems.
Noncombustible Roof Decks (NC): Steel, Concrete, Poured Gypsum - require testing for horizontal spread of flame.
Combustible Roof Decks (C): Wood, Plywood, Tectum - require testing for both horizontal spread and vertical penetration of flame.
The class of roof covering required by each regional building code depends upon many factors, including the use and location of the building and the type of
construction. The local building authority should always be consulted as to what the roofing assembly classification will need to be for each roofing project.
It should be noted that these classifications apply to roofing assemblies, and NOT the rooring membrane. A roofing membrane that is classified as part
of a Class A assembly when installed over a particular insulation may not qualify as part of a Class A assembly with another insulation.
The "UL Item Number" in the following listings has been added as a service to those who have the UL Building Materials Directory. It identifies the UL listing
from which our Code Approval Guide listing derives (e.g., "A,FA,23" means Class A, Fully Adhered, Item number 23; "B,MA,04" means Class B, Mechanically
Attached, Item number 04, etc.).
General Notations
PLEASE NOTE: Not all FM -rated assemblies that use Firestone roofing products are eligible for the Firestone Red Shield, Red Shield Medallion, or Platinum
Warranty. The Firestone standards, guidelines, and specifications regarding roofing system components and attachment for the warranty desired must be
followed.
If a discrepancy occurs between this guide and UL Certifications, the published information located in the UL Certifications Directory at'swvyw_'`ul.c� b_n should be
adhered and utilized.
Noncombustible decks Classifications are acceptable for use over combustible (15/32" minimum plywood) decks when 1/2" gypsum board or 1/4" Dens Deck®
are used directly over the deck with all joints staggered 6" minimum from plywood joints.
Underwriters Laboratories Roofing h ateriab and Systems Directorx, January, 2008, page 1.
5 1 P a g e
The below stated assemblies may not be suitable for a Firestone Warranty. Prior to installation, contact a Firestone Representative for approval of assembly
for warranty purposes.
HailGard Insulation Is an acceptable alternative to all insulations in the following Classifications except where Dens Deck is stated.
References to Type G1 and Type G2 ply and base sheets include "Type IV", "Type VI" (Type Gl), "Ply IV (4) M" (Type Gl), "Ply VI (6) M" (Type Gl), "MB
Base Sheet M" (Type G2), "MB Base Sheet" (Type G2) in any of the following Classifications.
Firestone Venting Base Sheet (Type G3) may be used in lieu of any Type G2 base in any applicable non-combustible Classification.
SBS Poly Base Sheet can be used in any non-combustible deck system which utilizes a Firestone SBS cap sheet. ISOGARD, RESISTA and ISO 300 are
acceptable alternates to ISO 95+ in any applicable Classification.
I.S.O. SprayTm S or Firestone I.S.O. Stick, I.S.O Twin Pack and I.S.O Twin Pack Green may be used in any of the following Classifications to adhere insulation
to both non-combustible roof deck substrates and other insulation layers Including wood fiberboard and G -P Gypsum Corp. "Dens -Deck® Roofboard" or "Dens
Deck Prime® Roofboard" or "Dens Deck DuraGuard"" Roofboard."
The following membranes are equivalent:
A.) "SBS Premium FR", "SBS Premium FR Torch Grade", "SBS FR", "SBS FR Cap GS".
B.) "SBS", "SBS Torch Grade".
C.) "SBS Premium", "SBS Premium Torch Grade".
D.) "SBS Smooth", "SBS Smooth GS","SBS Smooth Torch Grade".
E.) "SBS Glass", "SBS Glass Torch Grade".
F.) "SBS Glass FR", "SBS Glass FR Torch Grade".
"SBS Glass" is an acceptable alternate to "SBS", "SBS Smooth", "SBS Smooth GS" and "SBS Premium" in all applicable systems.
Assemblies in red font are recent additions to the Code Approval Guide.
6 1 P a g e
Ballasted Maintenance and Repair
Membrane: APP 160, APP 170, APP 180, APP 160 Cool, APP 170 Cool, APP 180 Cool
Classification: Retains existing Classification of A, B or C
Adhered without Surfacing
Membrane: APP 180, ARP 180 Cool
Classification: UL Class A
d
r
C Any UL Classified Any
1"
Optional:
Torched: One or more
Ballast: loose or set in hot asphalt
A, MR, 04
(except
MB Base M
layers.
400 lbs/sq.ft. roofing gravel
2"
polystyrene)
Torched:
APP 80 Glass Base
APP 160
Or
Any
MB Base M
APP 80 Glass Base
APP 170
300 lbs/sq.ft. slag
Cool
APP 180
Adhered without Surfacing
Membrane: APP 180, ARP 180 Cool
Classification: UL Class A
81Paae
®,Vr7
NC
Optional:
2"
One layer, HM, MA or torched.
Torched:
A, FA, 114
C*
Any UL Classified
Any
MB Base M
APP 180
APP 80 Glass Base
MB Cold Adhesive:
APP 80 Glass Base Cool
APP 180 Cool
Type G2
NC
Optional:
1/a"
None
Torched:
A, FA, 115
(Concret
Dens Deck, MA
1/a"
APP 180
e)
Or
MB Cold Adhesive:
Dens Deck Prime,
1/4"
APP 180 Cool
MA
C
Dens Deck, MA
1/4"
1/4"
One layer, HM, MA or torched.
Torched:
A, FA, 116
Or
MB Base M
APP 180
Dens Deck Prime,
1/4"
APP 80 Glass Base
MB Cold Adhesive:
MA
APP 80 Glass Base Cool
APP 180 Cool
Type G2
81Paae
�a
NC
Optional:
1/4"
One layer, HM, MA or torched.
Torched:
A, FA, 117
(Concret
Dens Deck, MA
y4"
MB Base M
APP 180
e)
Or
APP 80 Glass Base
MB Cold Adhesive:
Dens Deck Prime,
t/4"
APP 80 Glass Base Cool
APP 180 Cool
MA
Type G2
NC-
Optional:
2"
One or more plies (MA, HM, Torched):
Torched:
A, FA, 70
Any UL Classified
Any
MB Base M
APF 180
Type IV (4) M
MB Cold Adhesive:
Type VI (6) M
APP 180 Cool
APP 80 Glass Base
APP 80 Glass Base Cool
Type G1, G2, G3
Interply, One or more Torched
(Optional):
APP 160
APP 170
C
Optional:/:"
One or more plies (MA, HM, Torched):
Torched:
A, FA, 79
Perlite
15/16"
MB Base M
APP 180
A, FA, 86
Fiberglass
15/16"
Type IV (4) M
MB Cold Adhesive:
Isocyanurate
2"
Type VI (6) M
APP 180 Cool
ISO 95+ GL
2"
APP 80 Glass Base
APP 80 Glass Base Cool
Optional:
Type G1, G2, G3
AcryliTop Base Coat for Asphalt and
Interply, One or more Torched
PC -100
(Optional):
APP 160
APP 170
NC
Optional:
One layer:
Torched:
A, FA, 142
C*
ISO 95+ GL, MA
Any
MB Base SA
APP 180
APP 80 Glass Base, MA or torched
MB Cold Adhesive:
APP 80 Glass Base Cool, MA
APP 180 Cool
Optional:
AcryliTop Base Coat for Asphalt and
PC -100
* Noncombustible deck Classifications are applicable for use over combustible (15/32 in. min plywood) decks when 1/2 in. (min) gypsum board or 1i4 in.
(min) " G -P Gypsum Dens Deck® " are used directly over the deck with all joints staggered 6 in. (min) from plywood joints.
9 1 P a g e
CONTINUOUS BEAD OF FIRESTONE AP SEALANT
OR HIGH-GRADE URETHANE SEALANT
APPROPRIATE FASTENER
12"(304.8 mm) O.C. MAX.
SHEET METAL COUNTERFLASHING
3" (76.2 mm) MIN. FACE (SEE NOTES)
FASTEN APPROX. 8" (203.2mm) O.C.
INTERPLY REQUIRED FOR 15 & 20 YEAR SYSTEMS
MODIFIED BITUMEN GRANULE SURFACED CAP SHEET
3" (76.2 mm) MIN.
3" (76.2 mm) MIN.
WALL Lm ! SUORFACED CAPS SHEET
DIFIED BITUMEN MULE
BASE AND INTERPLY SHEETS AS
REQUIRED FOR DESIRED WARRANTY
SUBSTRATE
WOOD NAILERS UNDER THE CANT ARE OPTIONAL
UNLESS SPECIFIED BY THE PROJECT DESIGNER
STRUCTURAL STEEL
Tt"-*tott*"' BUIELDING
NOBODY COVERS YOU BETTER.''
www.firestonebpoo.com
NOTES:
1. REFER TO FIRESTONE WEBSITE FOR MOST
CURRENT INFORMATION.
2. WOOD NAILER MUST BE INSTALLED TO MEET
APPLICABLE BUILDING CODES OR 200 LBS PER
LINEAR FOOT MINIMUM IN ANY GIVEN DIRECTION.
3. ATTACH WOOD HAILERS WITH SUITABLE FASTENERS
4. THIS DETAIL SHOULD BE USED ONLY WHERE THE DECK
IS SUPPORTED BY THE OUTSIDE WALL.
5. ALL PLIES ARE TO BE FULLY ADHERED TO THE BASE
SHEET.
6. ALL SHEET METAL TO BE INSTALLED PER SMACNA
GUIDELINES
7. GRANULES MUST BE EMBEDDED WHEN LAPPING
TORCH APPLIED GRANULE SURFACED CAP SHEET.
8. FLASHING LAPS MUST BE OFFSET FROM FIELD LAPS
A MINIMUM OF 12" (304.8mm)
9. IF FLASHING MUST EXTEND ABOVE 24" (609.6mm)
IN HEIGHT, FLASHING SHEETS MUST BE INSTALLED
PARALLEL TO PARAPET HEIGHT AND MUST BE ATTACHE
AT THE TOP ON 8" (203 mm) ON CENTERS
10. MAXIMUM PARAPET HEIGHT FOR THIS DETAIL IS 36"
(905 mm).
11. IF THE PARAPET EXCEEDS 18" (457 mm) HOT ASPHALT
CAN NOT BE USED TO ATTACH FLASHING SHEETS
12, IF THE PARAPET EXCEEDS 36" (905 mm) USE DETAIL
MB -BT -9 or MB -BT -10.
PARAPET WITH NAILABLE SUBSTRATES MUST
HAVE A FIRESTONE BASE SHEET ATTACHED:
LAPS 9" (228.6mm) O.C.
TOPS 8" (203mm) O.C.
FIELD 1 PER 1 S.F. (11 SQ. M.)
SURFACE MOUNTED COUNTER -FLASHING
FOR CONCRETE WALLS
ASPHALT SYSTEMS ACCEPTABLESYSTEMS: MODIFIED BITUMEN
MAXIMUM WARRANTY: 20 YEARS
ISSUE IREVISION
DATE: DETAIL NO.
4/2512011 MB -BT -4
NOT TO SCALE
MODIFIED BITUMEN GRANULE SURFACED
CAP SHEET
SHEET METAL EDGE FLASHING SET IN —
FIRESTONE MULTI-PURPOSE MB
FLASHING CEMENT
PRIME THE FLANGE BEFORE LAYING IN THE
STRIPPING PLY
oFt"--$tOtt*
NOBODY COVERS YOU BETTER "
www.tirestortebpco.com
NOTES:
1. REFER TO FIRESTONE WEBSITE FOR MOST
CURRENT INFORMATION.
2. WOOD NAILER MUST BE INSTALLED TO MEET
APPLICABLE BUILDING CODES OR 200 LBS PER
LINEAR FOOT MINIMUM IN ANY GIVEN DIRECTION.
3. ATTACH WOOD NAILERS WITH SUITABLE FASTENERS
4. THIS DETAIL SHOULD BE USED ONLY WHERE THE
DECK IS SUPPORTED BY THE OUTSIDE WALL
3" (76.2 mm) MIN.
3" (76.2 mm) MIN.
3" (76.2 mm) MIN.
COVERBOARD (AS REQUI
FIRESTONE INSULATION
(AS NEEDED) I
112" (12.7mm) MIN.
SUBSTRATE
WALL
EDGE METAL USING STRIP FLASHING
5. ALL SHEET METAL IS TO BE INSTALLED
PER SMACNA GUIDELINES.
6. WOOD NAILER MUST EXTEND BEYOND THE
METAL FLANGE IN ALL DIRECTIONS.
7. PRIME EDGE METAL BEFORE STRIPPING IN
WITH GRANULE SURFACED CAP SHEET
ASPHALT SYSTEMS ' I ACCEPTABLE SYSTEMS: MODIFIED BITUMEN
MODIFIED BITUMEN GRANULE SURFACED
CAP SHEET
BASE AND INTERPLY SHEETS AS
REQUIRED FOR DESIRED WARRANTY
MAXIMUM WARRANTY: 20 YEARS
ISSUE/REVISION
DATE: DETAIL NO.
818/2012 MB -RE -13
NOT TO SCALE