RF-14-2472Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-224135 Permit Number: RF -11-14-2472
Inspection Date: December 01, 2014 Permit Type: Roof
Inspector: Rodriguez, Jorge
Inspection Type: Final Roof
Owner: MICHEL, JEAN SERGE Work Classification: Flat
Job Address: 30 NW 110 Street
Miami Shores, FL 33168-4319 Phone Number
Parcel Number 1121360030030
Project: <NONE>
Contractor: ALTON ROOFING CORP Phone: (305)305-5441
Building Denartment Comments
FLAT REROOF
Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed
KU
CREATED AS REINSPECTION FOR INSP-223180.12:39 PM
Plans and permits missing, side gate lock, no ladder on site.
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
December 01, 2014 Page 1 of 1
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC V ROOFING
FBC20LO
Master Permit No �p
Sub Permit No
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS:
City: A/'V,1d4Aiami
Shores
County: Miami Dade Zip:
Folio/Parcel#: -3tO ° Is the Building Historically Designated: Yes NO
Occupancy Type: Load:
X OWNER: Name (Fee Simple Titleholder):
Construction Type: Flood Zone: BFE: FFE:
Address: W &I UJ
n
City: l�-t �`? State:Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name:J:j `moiElneo Phone#:J- -': � .3i y ?
Address: 0100 AAV r* _!57 -
City: ^6n636z2 -6 State: 1 4& Zip:
Qualifier Name:
State Certification or Registration #: Cry ZOE 69Z 7c) Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ �2dd" Square/Linear Footage of Work:
S
Type of Work: ❑ Addition ❑ Alteration ❑ New 19 Repair/Replace ❑ Demolitidn
Description of Work:. 2e_"'&P'd';
Specify color of color thru tile:
Submittal Fee $ " CAJ Permit Fee $ CCF $ CO/CC $
Scanning Fee $
Technology Fee
Structural Reviews
(Revised02/24/2014)
Radon Fee $
Training/Education Fee $
DBPR $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable) _
Mortgage Lender's Address
City
State
Zip
Zip,
U
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
day of ' 20 by
who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:_
Print:
Signatu
The foregoing instrument was acknowledged before me this
day of 6��.20T by
who is personally known to
as me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: �a
as
iNlAMUNIM
Seal: •'`•``• ' LAFE id7 Seal: * * Mf WAI,IIS M # FF 1MV
* * MY OMISSION # FF 1610 r EXPIRES: October 3o,2018
` �" EXPIRES: Oc�ber y 2018 °� ���� k -M nM &,W Notary Sys
�Fp�w,oP �dedThN No�rySwrioFa
L
APPROVED BY f Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
g t < \N
�'I'FS/� ri1s..-+.��' �Y..'c'_`._'�.a`A��� c��R •�` 3�1`�\�, �e��,.r'"O �
ISSUED: 08114=14 DISPLAY AS REQUIRED BY LAW
SEQ # L1408140001578
VJL'V� n•!Y
)Od478
ti.
I
10/1112014 11:35 305-273-4409 Jessica Perez
Page 111
CERTIFICATE OF -LIABILITY INSURANCE
11/10/14°"Y"r'
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOTAFFIRMATIVELY 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.
g41PORTANT: If the certificate holder Is an ADDITIONAL INSURED, the polices) must be endorsed If SUBROGATION 18 WANED, subject to
the terms and conditions of the policy, certain policies may require an endorsement A statement on this certNlcate does not confer rights to the
certificate holder In lieu of such endorsem s
PRODUCER
Insurance Professional Ccnsultents
10481 SW 88 St Ste. D-204E-MAILessica
Miami, FL 33176
Phone (305) 273-4530 Fax (305) 2734409
CONTACT Jessica Perez
PHONE 305) 273-4530- FAX
LAIC. No- Exit (AM, Note
ca m
PRODUCERCUSTOMER D071941
INSURER(S) AFFORDING COVERAGE NAIC #
INSURED
Afton Roofing Corp.
3900 NW 99 STREET
MIAMI GARDENS, FL 33055
(305) 305-5441
INSURERA: ENDURANCE AMERICAN SPECIALTY INSURAN
INSURER B :
INSURERC :
INSURERD:
INSURER e:
INSURER F :
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAYBE 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.
NNgg
ILTR
TYPE OF INSURANCE
0L
SUSF
POLICY NUMBER
MPOMI POLICY
POLI
WNW
LIMITS
A
GENERAL LIABILITY
❑ COMMERCIAL GENERIC. LIABILITY
❑ CLAMS MADE W OCCUR
❑
Y
Y
„.
CBC10000734501
12/102013
12/102014
EACH OCCURRENCE $ 1,000,000
TO
PREMISE�(Ea occurrence $ 100,000
MED EXP one perm) $ 5,000
PERSONAL &ADV N' Y $ 1,000,000
❑
GEN'L AGGREGATE LIMIT APPLIES PER:
❑ POLICY ®PRO ❑ LOC
GENERAL AGGREGATE $ 2,000,000
PRODUCTS - COMPIOP AGG $ 1,000,000
$
AUTOMOBILE LIABILITY
❑ ANY AUTO
❑ ALL OWNED AUTOS
❑ SCHEDULED AUTOS
E]HIRED AUTOS
❑ NON-0WNEDAUTOS
❑
COMBINED SINGLE LIMIT $
(Ea accident)
BODILY INJURY (Per person) $
BODILY IN AIRY (Per accident $
PROPERTY DAMAGE
(Per accident) $
$
$
❑ UMBRELLA LIAR ❑ OCCUR
El EXCESS LIAR CLAIMS -MADE
EACH OCCURRENCE $
AGGREGATE $
❑ DEDUCTIBLE
RETENTION
$
$
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY Y f
ANY PROPRIETORIPARTNERIEXECUTI
OFF ICERIMEMBEREXCLUDED?
(Mandatory In NH)
If yes describe under
DESCRIPTION OF OPERATIONS below
NIA
YDC STATU 0TH
El
E.L. EACH ACCIDENT $
E.L. DISEASE - EA EMPLOYE $
E.L. DISEASE - POLICY LIMB 1 $
DESCRIPTION OF OPERATIONS I LOCATIONS IVENOCLES (Attach ACORD 101, AddIllonal Remarks Schedule, K more apace to required)
ROOFING CONTRACTOR LICENSE # CCC1329290
CERTIFICATE HOLDER CANCELLATION
01988-2009 ACORD CORPORATION. All rights reserved
ACORD 25 (2009109) QF The ACORD (tame and logo are registered marks of ACORD
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED AFORE
CITY OF MIAMI SHORES
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
10050 NE 2ND AVE
MIAMI,FL 33138
AUTHORIZED REPRESENTATIVE
FAX 3057568972
01988-2009 ACORD CORPORATION. All rights reserved
ACORD 25 (2009109) QF The ACORD (tame and logo are registered marks of ACORD
CERTIFICATE OF LIABILITY INSURANCE
Date
10/31/2014
Producer: Lion Insurance Company
This Certificate is Issued as a matter of Information only and confers no
2739 U.S. Highway 19 N.
Holiday, FL 34691
1
rights upon the Certificate Holder. This Certificate does not amend, extend
or alter the coverage afforded by the policies below.
(727) 938-5562
Insurers Affording Coverage NAIC #
insured: South East Personnel Leasing, Inc. & Subsidiaries
Insurer A: Lion Insurance Company 11075
Insurer B:
2739 U.S. Highway 19 N.
Holiday, FL 34691
w
insurer C:
Insurer D:
Insurer E:
Coverages
The policies of insurance listed belowhave been Issued to the Insured named above for the policy period indicated.otwi stand ng any requ remeM term or condition of any contract or other document
with reaped 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. Aggregate
limits shown may have been reduced by paid claims.
INSR
LTR
ADDL I
INSRD
Type of Insurance
Policy Number
Policy Effective
Date
Policy Expiration
Date
Limits
(MM/DD/YY)
(MM/DD/YY)
GENERAL LIABILITY
Each Occurrence
$
Commercial General Liability
Claims Made 0 Occur
Damage to rented premises (EA
occurrence)
$
Med Exp
Personal Adv injury
General aggregate limit applies per:
Policy Project 13
1:1
General Aggregate
Productso
Products - Comp/Op Agg
AUTOMOBILE LIABILITY
Combined Single Limit
Any Auto
All Owned Autos
Scheduled Autos
(EA Accident)
$
Bodily Injury
(Per Person)
$
Bodily Injury
Hired Autos
Non -Owned Autos
(Per Accident)
Property Damage
(Per Accident)
EXCESS/UMBRELLA LIABILITY
Each Occurrence
Occur Claims Made
Aggregate
Deductible
A
Workers Compensation and
WC 71949
01/01/2014
01/01/2015
X
wC Statu-
I
OTH-
Employers' Liability
tory Limits
ER
E.L. Each Accident
$1,000,000
Any proprietor/partner/executive officer/member
E.L. Disease - Ea Employee
$1,000,000
excluded? NO
If Yes, describe under special provisions below.
E.L. Disease -Policy Limits
$1,000,000
Other
Lion Insurance Company is A.M. Best Company rated A- (Excellent). AMB # 12616
Descriptions of Operations/Locations/Vehlcies/Exclusions added by Endorsement/Special Provisions: Client ID: 92-67-283
Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company":
Alton Roofing, Corp.
Coverage only applies to Injuries Incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s,', while working in: FL.
Coverage does not apply to statutory employee(s) or Independent contractors) of the Client Company or any other entity.
A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937-2138 or by calling (727) 938-5562.
Project Name:
FAX 305-756-8972. ISSUE 10-31-14 (EP)
Benin Dane 3/25/2013
CERTIFICATE HOLDER
CANCELLATION
CITY HALL OF MIAMI SHORES
Should any of the above described policies be cancelled before the expiration date thereof, the issuing
insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to
do so shall Impose no obligation or liability of any kind upon the insurer, Its agents or representatives.
10050 NE 2ND AVE.
MIAMI SHORES, FL 33138
,�€
x
MiamiShoV11ageres
Building Department
10050 N.E.2nd Avenue
NO'�1 10 �Pi4 Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
ROOF TO WALL CONNECTION HURRffim,
ICANE 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 2^d Ave Date:
Miami Shores, FI 33138
Re: Owner's Name:
Property Address:_ 5ei
Roofing Permit Number.
Dear Building Official:
certify that I am not required to retrofit the roof to wall connections of my
building because:
o The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad
valorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code TBC) or with the provisions
off11919ition of the South Florida Building Code (1994 SFBC)
State of Florida
County of Dade
A) Vt &
Print Name
The undersigned, being the first duly sworn, deposes and says that I
Swom to and subscribed before me this C� day of
MNIWWEPA
Notary Public, Sate of Florida at Large * * Vis• o *e an_ m,g
is the owner for the above property mentioned.
gy
k, �
When the just valuation of the structure for' �
purpose of ad valorem tanatiort Is equal to or mom than $900,000.00, and the building was not Wnstructed wlth FBC nor a 1994
SFBC. Then you must provide a buildhg application from a General Contractor for the Roof to Wag connection Huftm Aeration.
HItiH-VELOCITY HURRICANE ZONt
1UAF0 P1616 ,
a
FloridaBuilding Code Edition 2010
H V Hum Zone Unilonn PernitA00caft Fort
Section A (General Information)
Master Permit No. Prods No.
Contractor's Name
Job Address
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
Sketch Roof Pian: illustratSa ctlon B (Roof Plan)
levels and sections, roof drains, scuppers, overflow
scuppers and overflow drains. Include dimensions of sections and levels, .clearly
Iden dimensions, of elevated pressure zones and location of ara
Pets
j. - _0000 • A •
1-4
0000 t .. ' '- � , ,- . + •� �� •J •
ROOF CATEGORY ' ' • • • • •
'
row Slo e
p
'..• •
'
❑ Mechanically Fastened • • • • • • • •
000090
• •
❑ Asphaltic
Tile ❑ MortaNAd
❑MetalPaneUShingles
••..;�
Shingles
❑WoodSht4@SiDetTire
••
;
•81ecLShake%
❑ Prescriptive BUR- •••• ••••••
Pfl RAS 150 '
0 0 0 0.
•
0000.
0000..
• 0000
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ROOF TYPE • • • •
0000.
❑ New Roof
0000..
Reroofing ❑ Recovering•
M ••..:.
❑ Repair [� aPgtenanee
•000:0
..
ROOF SYSTEM INFORMATION •'
•
0Doe 9000.:
cN�
• .
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
Sketch Roof Pian: illustratSa ctlon B (Roof Plan)
levels and sections, roof drains, scuppers, overflow
scuppers and overflow drains. Include dimensions of sections and levels, .clearly
Iden dimensions, of elevated pressure zones and location of ara
Pets
j. - _0000 • A •
1-4
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HIGH VELOCITY HURRICANE ZONES
Florida Building Code Ediflon 2010
High Velocity Hurricane Zone unitarm Permit 6MIlcagon Form.
Section C (Low slope Application)
Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet
and identify Manufacturer Attachment
(If a cwnponent is not used, identity as `NA`) Field: q_' oc @ Lap. # Rows Z Q'�j_ ° oc
System Manufacturer:, GAF
NOANo.•
Design 1Mrtd Pressures, From RAS 128 or Calculations:
P1: L2, d? p2: —9—f-12 P3.. 4rll-
Max. Design Pressure, From the Specific NOA
System: --,-u S—
Perl meter:° oc @ Lap, # Rows �_ @ " oo
Comer. L" oc Q Lap, # Rows @ �22 oc
Number of Fasteners Per InsulaUm:.
Board • •
••0••• 9999••
Field " Perimeter_: Comers_
Deck: Illustrate Componeftt)jeted aide e:
Type: Details as Appiicable��d,, Ter�nlr�•a
tion,
Woodblocking, Gutter..
Gauge/Thickness.— Stripping, Flashing, C 0gygus Cleat, dant
Strip, Base Flashing, Copnter- • Flashing,
Slope: Coping, Etc. •• • • • 9: •
Ind, leets: Mean . Roof 1jejghti Parapet Height,
AnchorMase Sheet & No. of Ply(s): CA9 L— _ Height of Base Flashing, Component SGtd' AI,
A _ dBs Sheep asters r din Material: Material Thickness, Fastener Type; •Ffistener
/, ,, ��Iz �,"I � Spacing or Submit Manufacturers Details that
Comply with RAS 191 and Chapter 16.
Insulation Base Layer. :—'—
Base Insulation Size and Thickness: �
Base Insulation Fastener/Bonding Material:
Top insulation Layer.
Top insulation Size and Thickness:
Top Insulation FastenedBonding Material:
Base sheat(s) & No. of Ply(s):
Base Sheet Fastener/Bonding Material:
Ply Sheets) & No. of Ply(s): ,� -
Pty Sh Fastener/Bonding a I-,
Top Ply. tom,
Top Fastened =d lT
Surfedng:
v
9900••
•
•
•
9.999.
�o
SCTION
2.
HIGH VELOCITY HURRICANE ZONES E REQUIRED OW3NERS NOTIFICATION
ON FOR ROOFING
R4402.13.1 Scrape. 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 R0402Ve for tib'
providing that the roof system meets the wind resistance and water instruction perfo%a to star ce ot; •
Aesthetics (appearance) are not a consideration with respect to workmanshi ro i Aesthetic issues • • • .:.
such as color-or architectural a p p SIS pp1.
the agreement between the owner and the coantractor.ot part of a zoning code, sho �Id be.�ddressed as part of • •
2 Renailing wood decks: When replacing roofing, the existing woodfflof deck mayfreveio be ,;; •
renailed in accordance with the current provisions of Section R4403. (The roof deck N%Nually concealed prior •' •
to removing the existing roof system).
3. .._Common roofs: Common roofs are those which have no visible delineation bet miNeighboring
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;
fing nail
penetration of the underside of the decking may not be acceptable. This Provides the option of of maaintaining 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.
& A Lat—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
accordance with the requirements of Sections R4402, R4403 and R4413. in
7. Ventilation:.Most roof structures should have some ability to vent natural airflow through the
interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting whichcan result in extending the service life of the
Own r/Age is Signature DateJ l
Contractor ure�r— p to
Revised on 7/9/2009 LD
o�
�GOUNT,,Y
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv
GAF
1361 Alps Road
Wayne, NJ 07470
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 Cour�60611ct �...:.
•�
Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade.Q@CQ y)
• • • • • •
reserve the right to have this product or material tested for quality assurance purposes. If tkigpsoduct c.r
;.. • •;
material fails to in the accepted manner, the manufacturer will incur the expense ofStttA testi$g'.••
'
perform
g•eir..
and the AHJ may immediately revoke, modify, or suspend the use of such product or matertlf 14thin th
.
•f •
jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Mia> de County • •
•
...
Product Control Section that this product or material fails to meet the requirements of the appligable
.'
•
building code. • • • •..
....:.
This product is approved as described herein, and has been designed to comply with the Florida BuildirfjCbde
including the High Velocity Hurricane Zone of the Florida Building Code. 0606
DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood 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 renews and revises NOA No. 13-0424.09 and consists of pages 1 through 16.
The submitted documentation was reviewed by Jorge L. Acebo.
, �J
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 1 of 16
Membrane Type:
BUR
Deck Type 1:
Wood, Non -insulated
Deck Description:
19/32" or greater plywood or wood plank decks
System Type E:
Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier:
FireOut"" Fire Barrier Coating, VersaShielde Fire Resistant Roof Deck Protection or
(optional)
Securock"' Gypsum Fiber Roof Board.
Base sheet:
GAFGLAS® #80 UltimaT' Base Sheet, Stratavene Eliminator'"4 Nailable Venting Base
Sheet, Ruberoid® 20, Ruberoid® SBS Heat -Weld" Smooth or Ruberoid® SBS Heat -Weld"
25 base sheet mechanically fastened to deck as described below;
Fastening Options:
• • •
GAFGLAS® Ply 4, GAFGLAS® FlexPly"" 6, GAFGLAS® #75 Base Sheet or an of above ""; •
base sheets attached to deck with approved annular ring shank nails* 'aMt Vn caps of V
%
• • •
fasteners spacing of 9" o.c. at the la staggered and in two rows 12'� 1 c irk the fieldp
p g p gg
(Maximum Design Pressure —45 psf. See General Limitation .
#7)'..1 ""' •
0000' •0000.
0000.. 0000.
GAFGLAS® Ply 4, GAFGLAS® FlexPly"' 6, GAFGLAS® #75 Bade meet or anrdA�,bove 00 :0 0 •
base sheets attached to deck with Drill -Tec"" # 12 Fastener or 1)614.T.e"' # 14 arid'Drill- • • • • • .
Tec" 3" Steel Plate, Drill -Tec'' AccuTraco Flat Plate or Drill -Tee... XcauTrae Recessed •,
Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The othetro)ys are egUftfl Spaced******
.
approximately 12" o.c. in the field of the sheet. 0000 �0001. '
1
(Maximum Design Pressure —45 psf. See General Limitation #7) • •' • •
GAFGLAS® Flex Ply" 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached
to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c.
at the 4" lap staggered and in two rows 9" o.c. in the field.
(Maximum Design Pressure —52.5 psf. See General Limitation #7)
GAFGLAS® #80 Ultima Base Sheet, Ruberoid® 20, Ruberoid® Mop Smooth, base sheet
attached to deck with approved 1'/a" annular ring shank nails and inverted 3" steel plate at a
fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of
9" o.c. in the center of the membrane.
(Maximum Design Pressure —60 psf. See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec"'
#12 Fastener or Drill -Tec"° #14 Fastener and Drill -Tec"° 3" Steel Plate, Drill -Tec'.
AccuTrace Flat Plate or Drill -Tec"" AccuTrace Recessed Plate 12" o.c. in 4 rows. One row
is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of
the sheet.
(Maximum Design Pressure —60 psf. See General Limitation #7)
Any of above Base sheets attached to deck approved annular ring shank nails and 3"
inverted Drill -Tec"' insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered
in two rows 9" in the field.
(Maximum Design Pressure —60 psf. See General Limitation #7)
NOA No.: 13-1022.15
tr�NnaoeeounnY Expiration Date: 11/04/18
. gualrjqpApproval Date: 11/06/14
Page 14 of 16
Fastening Options: GAFGLAS® #75 Base ShXet or any of above base sheets attached to deck with Drill-Tec"M
(Continued) #12 Fastener or Drill-Tec'M #14 Fastener and Drill-TecTm 3" Steel Plate, Drill -Tec,.
AccuTrace Flat Plate or Drill -Tec"' AccuTrace Recessed Plate 8" o.c. in 4 rows. One row
is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of
the sheet.
(Maximum Design Pressure —75 psf. See General Limitation #7)
Ply Sheet: One or more plies of GAFGLAS® Ply 4 or GAFGLAS' #80 Ultima Base Sheet adhered in a
full mopping of approved -asphalt applied within the EVT range and at a rate of 20-40
lbs./sq.
Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS®
EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
Surfacing: Optional on granular surfaced membranes; required for smoo$ membraneCfesen
components must be applied according to manufacturer's applichtioAnstructiops.
All coatings must be listed within a current NOA. 004:66 .'0000
1. Gravel or slag applied at 4001bs./sq. and 300 lbs./sq. res9:e* t?vely in a flood
coat of approved asphalt at 60 lbs./sq. 0 00 a; • • •; •
0000 •
2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq. ......
Maximum Design
Pressure: See Fastening Options
•
0600
.. ..
•
0000'
:66666
6
go
•6.666
0
00 .
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 15 of 16
0000..
000000
0 •
.....6
.6...
0000.
0000..
••0000
0000..
WOOD DECK SYSTEM LEMTATIONS:
1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply"° 6 when used as a mechanically fastened
base or anchor sheet.
2. Minimum 1/4" DensDeckm Roof Board or %" Type X gypsum board is acceptable to be installed directly over the
wood deck.
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 20-40 lbs./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 closet cell foam;•nsulations • •
•• ••
when the base sheet is fully mopped. If no recovery board is used the base sheet shall be �,pPAKusing%pot ....:•
mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons ip14ree rows, ohe at •
each sidelap and one down the center of the sheet allowing a continuous area of ventilatioio.. F ltirclirref-le ' • • • •:
strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross vpliletion.App<
• •
application of either system shall be at a minimum rate of 121bs./sq. Note: Spot attacUd %Ystems skal4ffe • • • • • •
0000••
limited to a maximum design pressure of -45 psf. : . • 0• •
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force t,'vlue of" "astested in compliance with Testing Application Standard TAS 105. If the fastener value, .7e are below•
.... 0.00•.
275 lbf. insulation attachment shall not be acceptable. so:* • •
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 Professional Engineer, Registered 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 hailers, metal profile, and/or flashing termination designs shall conform to
Roofing Application Standard RAS 111 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 61 G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 16 of 16
L Qrr, 4171 -JJ
S atural cennt fibber. building units. are considered suitable to be included as a deck in the following Class A, B or`C systems listed over C-15/-'
6e*
The:use of. gypsum rd -under any of the following Class A, B or C systems does not adversely effect the rating. The use of %An. minimum thick
gypSimnEttoarsl tsan,a:' ptable: -alternate for minimum Insulation over C-15/32 thick roof decks.
The -•=off
tl ren ; insulation board between minimum %4n. thick perilte board and deck with rosin paper (peritte/rosin
patier/pdipe Is a suitable alternate for polylsocyanurate board in the following Class A,'B or systems.
"EnergyG4ard RA" or ITepple�rreed EnergyGuard RA" or "EnergyGuard Composite RA" may be substituted for any Atlas polylsocyanurate Insulation In
any of 6e,1oilbwing;Clpsgltications.
Trumbull "perina INop"'may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt".
"GAFGLAS.<-Premium. Base Sheet" may be used in any of the following systems.
b
"GOGLASS Flek-Ply•and "Tri -Ply® Ultra -Flexible Ply 6" are suitable alternates to "GAFGLAS® Ply 6".
i • •
•
•
",GAF"Mp'L3enCialite Recover Board" may be used' In lieu of any peHtte lnsulaUon In any of the following NC Classlflcations.
see:**
••••••
•
••••••
•
Unless othetvrise.Indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Flreshleld MB" at
2Y ti►3�a1/100- •
,:,h ! -
14.
••••••
••••i•
!Ruberpldl-ItQuaTSmodth° may be used as an alternate to "Ruberold® Mop Smooth" or "Ruberold® 20° or "Ruberold® 20 HT"
•• •
0000
• • •
• •
"1tilberotdSiMosmo&h 15" Imay•be used!as an alternate to "Ruberold® Mop Smooth°
• • • • • •
•
Class At sand C
•
•
iii. : 1 '.i �It ;
•••• •
Hot roofing asphak .for use with organic and glass felts or modified bitumen membranes.
•
"RuberoibP%Heat -Veld° SBS rooflng membrane may be used in lieu of "Ruberold® Mop" SBS products in any applicable Classification.
Class A
Deet C=15/32 Incliner 3
i111C„Caitlait C{►jf�loNgl}: — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or
angty, composite or perlite/urethane composite or wood fiber/polyisocyanumte pomposite or phenolic, any thickness.
666 ormore plies Type G1 or'"GAFGLASO Ply 4" or°Trl-Ply® Ply 4” or "GOGIAS(D'Ply 6"'hot mopped.
Snacc(rtp Gravel. .-
2, Degki:C45/32 Incline: 2
druid ',41 �l•+:il+� ill :
Jal)i - one or•more layers perlite or wood fiber or glass floor or polylsocyanurate or urethane or
I we zog e;or perilt urethana cgmposite or•wo�,nber/polylwcyanu'rete. compostte or phenolic, any thickness.
°I5 es Tp
ypd G1 ` e GAF'GLAS® Flive oe,"TWPIyo lky 4" or "GAF i3LASO Ply 6".
e• ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "rrl-Ply® Mineral Surfaced Cap Sheet " or "GAFGLAS®
En§ryyCad"''"BUR Mineral Surfaced Cap Sheet."
3. 4elckt�NC; :, Inclines 2
IlgaldatiQrt Q 0onial): One or more layers pehlte, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polylsocyanurate
co post ' Iga/urethane composite, wood fiber/polylsocyanurate composite, phenolic, 2-1n. maximum.
♦� �" T �r more plies Type GI "GAFGLAS® Ply 4", �-Ply® Ply 4" or "GAFGLASO Ply 61.
S r� nb oly.T.. G3 "GAFGW6 Mineral Surfaced p Sheee or "T'ri-Ply® Mineral Surfaced Cap Sheet" or °GAFGLAS®
I 0-
'WO
o Or a R Mineral surfaced Cap Sheet."
'4 D41IaC4S/33 IRdine:1
(op4lor►r!i)� — Red rosimpaper, nailed to deck.
a ii)e Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with
f 1y n Nkening System" or any UL Classified Insulation adhesive.
isfi•lid 44one ply Type G2 "GAFGLAS® #75 Base Sheet" or iri-Ply® #75 Base Sheet" (may be nailed).
ai ly, Mone ormore plies Type G1 "GAFGLAS® Ply ,4" or'Tri-Piy® Ply 4" or GAFGLAS® Ply 6".
p�, Oni,plyrType G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Trl-Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS®
a!+rr8f . � 1111 X911
MP
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