RF-16-2089 RF i� - Itoos9
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores,FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-264088 Permit Number: RF-7-16-2089
Scheduled Inspection Date: August 03, 2016 Permit Type: Roof
Inspector: Mesa, Michel
Inspection Type: Final Roof
Owner: D'ONOFRIO, JUAN PABLO Work Classification: Flat
Job Address:10531 NE 3 Avenue
Miami Shores, FL 33138- Phone Number
Parcel Number 1122310130360
Project: <NONE>
Contractor: AG STAR CONSTRUCTION INC Phone: (305)457-9970
Building Department Comments
RE-ROOF FLAT ROOF ONLY. Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed C(V
Failed
Correction a
Needed
Re-Inspection a
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
August 02, 2016 For Inspections please call: (305)762-4949 Page 14 of 29
AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY
WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT
SINGLE FAMILY RESIDENTIAL STRUCTURES
PURSUANT TO SECTION 553.844 F.S.
To: Miami-Dade County Building Department
11805 Coral Way, Suite 111
Miami,FL 33175
Re: Owner's Name �_ Q u+�c7 F r i O
Property Address T-j f� A►r C'-
Roofing Permit Number 7 jo 2 � c-
Dear�Building Official:
(—
I ,kj certify that the roof decking attachment and fasteners have been
strengthened and corrected and a secondary water barrier has been provided as required by the "Manual
of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Structures" adopted by the
Florida Building Commission by Rule 9B-3.047 F.A.C.
Qualifying
Sign f ua t ing Agent
Print Name
STATE OF FLORIDA COUNTY OF MIAMI-DADE
Swom to and subscribed before me this 2- e
day of
(SEAL)
L
Personall Y known MY COMMISS
or Produced Identification => t EXPIRES: y�e
8abod TMu N p� n
C.0—and 5ettiapInclWy DonxnmtsWauai=Gmpfu_ZRwfiug Affidavit Campiia-926 Miliable.doc
OWNER'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PURSUANT TO SECTION 553.844 F.S.
To: Miami-Dade County Building Department
11805 Coral Way, Suite 111
Miami, FL 33175 (�
Re: Owner's Name
Property Address
Roofing Permit Number
Dear Building Official:
certify that I am not required to retrofit the roof to wall
connections of my building because:
I)1 The just valuation for the structure for purposes of ad valorem taxation in less than$300,000.00.
U The building w onstructed in compliance with the provisions of the Florida Building Code
(FBC) or with th provisions of the 1994 edition of the South Florida Building Code (1994
SFBC).
Signature of Pope weer
108-0 Q PAw -r-� 000 cum
Print Name
STATE OF FLORIDA COUNTY OF MIAMI-DADE
Sworn to and subscribed before me this o-1
day of ,�l 120
(SEAL)
MMAG
EXP!ES: 21.2020 1
Personally known NO"Pu*unde,roi�en
or Produced Identification
When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than
$300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC,
and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided.
CADoomem and SeftWN-My Ma fin AFG&*Ca pha -92607 ft"d.c
Permit No. RF-7-16-2089
`yHORES`'` Miami Shores Village erm, Permit Type.',,Roof
10050 N.E.2nd Avenue NEP
WoC Classification;Flat
-
Miami Shores,FL 33138-0000 Permit Status:APPROVED
Phone: (305)795-2204
FLORiDp'
issue Date 712,6..1 1 Expiration: 01/ 1
,11
Project Address Parcel Number Applicant
l 10531 NE 3 Avenue 1122310130360 JUAN PABLO D'ONOFRIO
Miami Shores, FL 33138- Block: Lot:
Owner Information Address Phone Cell
JUAN PABLO D'ONOFRIO 10531 NE 3 Avenue (305)494-0230
MIAMI SHORES FL 33138-
10531 NE 3 Avenue
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 3,000.00
AG STAR CONSTRUCTION INC (305)457-9970
.. Total Sq Feet: 350
Type of Work:Re Roof Available Inspections:
Additional Info: RE-ROOF FLAT ROOF ONLY. Inspection Type:
Classification: Residential Tin Cap
Scanning:3 Final Roof
Roof in Progress
Renailing Affidavit
Review Roof
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1,80
Invoice# RF-7-16-60740
DBPR Fee $3.75
DCA Fee $3.75 07/26/2016 Credit Card $271.30 $ 0.00
Education Surcharge $0.60
Permit Fee-New Roof $250.00
Scanning Fee $9.00
Technology Fee $2.40
Total: $271.30
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information i urate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore, I authorize the a - o the work stated.
July 26, 2016
Authorized Signature: Owner / Applicant / Contra / Agent Date
Building Department Copy
July 26, 2016 1
Miami Shores VillageRE
c
Building Department J L 2 2016
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (30S)795-2204 Fax:(305)756-8972 L'BY: _
INSPECTION LINE PHONE NUMBER:(305)762-4949 J
F�BC 20 1
BUILDING Master Permit No. T`�� r' -22_ �
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC ® ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: f S 3 N `^ 3 d,V e-
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: eL' Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name(Fee Simple Titleholder): cS. " tyff ' Phone#:
Address: r' 4E_
City:��pt,'tn�1 .� P� + S State: L. Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: X1 5�YV C.'�"t"i Phone#: ?k.37ys 7 27 1 D
Address: (�7 ^S
City: G,w�I� ` \State: Zip: �7z7 � z
Qualifier Name: -2- Phone#: 7 1 ?
State Certification or Registration#: i7 �(� 2`� Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
. pb
Value of Work for this Permit:$ on O Square/Linear Footage of Work: 3 S n F
Type of Work: ❑ Addition ❑ /Alteration ❑ New [Repair/Replace ❑ Demolition
Description of Work: o 0 F (q 7- ZOO E 0" X
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$ t
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised 02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address _
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for 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 cor tion to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
Notice to Applicant: As a co4
promise in good faith that a 6ky of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to a hment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the inspection which c rs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspectionhnot be approve n a reinspection fee will be charged.
Signature C"�`^�I Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day o0f ` '20 by ;-day of 1Q\ U
120 by
J r� I ties who is rsonally known to ,who is personally known to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: S n
Print: ��• Print: �- -r'''
" . 54M8 LY FONSECA
MY COMMISSIFAT%,VMMfZwVN*rVV57W
ON OFF 952884 ��
Seal: _ Seal: j EXPIRES:Agri 24.2020
EXPIRES:April 24.1020 Bonded Thru Nagy Public Undvwri n
Bonded TMu Notary PubGt Underwnters
L�
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
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MIAMbDiADE
MIAMI-DADE COUNTY
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to
explain to the owner the content of this form.The owner's initials in the designed space indicates that the item
ih5asibeen explained.
1.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone)are for
the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards.
Aesthetics (appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color
or architectural appearance, that are not part of a zoning code, should be addressed as part of the agr=g!nt between
the owner and the contractor. ......
2. Renailing wood decks:When replacing roofing, the existing wood roof deck may4-aw to be renailed ir4•••:.
accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones)offlie FForida Building Cdtle...:
(The roof deck is usually concealed prior to removing the existing roof system.) •
.... . .. .....
...... .... .....
3.Common roofs: Common roofs are those which have no visible delineation betw(eq�ighbtV'.6 pnits G*O::.
to
ouses, condominiums, etc.). In buildings with common roofs,the roofing contractgrandFor owner•should notify
. . . . ......
the occupants and adjacent units of roofing work to be performed. ......
4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof deckin1#c$a'be vievtied '
from below.The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the
underside of the decking may not be acceptable.The owner provides the option of maintaining its 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. Ponding can be an indication of structural distress and may
require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of
the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding
Vui
ditions should be corrected.
6.Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from
ld up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers(wall
outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of
Ch ter 15 and 16 herein and the Florida Building Code,Plumbing.
rNh
7.Ventilation: Most roof structures shoul h ve some ability to vent natural airflow through the interior of the
structural assembly(the building itself).The existi g mount of attic ventilation shall not be reduced.
Exception: Attic spaces, ned by a Florida-lic engineer or registered architect to eliminate the attic venting,
shall not be required.
Owner's/Agent's Signature: Date: ® / i
r� \
Contractor's Signature: Permit Number:
Property Address: a VC_ a c>
123 01-197 8115
Section C -
MIAMI- Miami-Dade County HVHZ Electronic Roof Permit Form
[ � Section C Page(Low Slope Roof Systems)
"Orlivering Excellence Every Day"
Fill in the specific roof assembly components.N a component is not required.,insert not applicable(n!a)in the text box.
ROOF SYSTEM MANUFACTURER: I GAF Top Ply:
GAF MINERAL CAP SHEET
Product Approval 13-1022.15 11 -
App (NOA): System Type: Top Ply Fastening/Bonding Material:
Wind Uplift Pressures,From RAS 128 or Sealed Calculations: HOT MOP ASPHALT
(P1) Field: -42.8 psf Surfacing: GRANULES
SINGLE PLY MEMBRANE: .• ••.
(P2) Perimeters: -71.7 psf .... ......
Single Ply Manufacturer/Type: •• • ••• • •
(P3)Comers: -108.0 psf NA *00:00 •0 0006:6
Maximum Design Pressure From NOA: -52.5. psf :0600:
Single Ply Sheet Width: NA "1/2 Sheet Wdlh: NA;'.� 0 0
.... .. 6666.
Roof Slope: 0•� 11:12 Roof Mean Height: 14 ft.
No.of Single Ply 1/2 sheets: NA ••0••0 0 00:0*
•0•• •••••
Parapet Walls: 0 No Yes Parapet wall Height: ft. 6 6 0 6 •• •00000
Single Ply Membrane Fastening/Bondin Material: •
0
Deck Type: —5/8"Plywood--
0 FASTENER SPACING FOR BASESt UT 4TTACHA{� IR :*--0:
Support Spacing:�' 0.00
g: o/c ❑SINGLE PLY MEMBRANE ATTACHMENT 0 0 0 0
Alternate Deck Type: NA
Existing Roof: 1.Field:F97"o/c(a3 Laps& rows "o/c
SAME2.Perimeter: "o/c®Laps& rows [Z7 "o/c
Fire Barrier:
NA 3.Comer:El"o/c®Laps&F47 rows El"o/c
Vapor Barrier: NUMBER OF FASTENERS PER INSULATION BOARD:
NA 1. Field:ED 2. Perimeter: NA 3. Comer:El
Anchor Sheet:
Insulation Fastener Type
GAF GLASSBASE 75# NA
Anchor Sheet Fastener/Bonding Material:
1-1/4"RS NAIL&TIN CAP 1-5/8" WOOD NAILER TYPE AND SIZE:
Insulation Base Layer Size&Thickness: 2"X6"PT WOOD
2.0"COMPOSITE INSULATION 4'X4' Wood Nailer Fastener Type and Spacing:
Insulation Base Layer Fastener/Bonding Material: 1#12 WOOD SCREW 16-OC
HOT MOP ASPHALT EDGE&COPING METAL SIZES:
Insulation Top Layer Size&Thickness: Edge Metal Material: --Galvanized Metal--
NA
Edge Size: --4"face 24 ga:-
Insulation Top Layer Fastener/Bonding Material
Hook Strip Size: —SELECT EDGE METAL HOOK STRIP SIZE—
FNA Edge Metal lAttachment:
Base Sheet(s)&No.of Ply(s): 1-1/4"RS NAIL 4"OC
GAF PLY IV(1)
Base Sheet Fastener/Bonding Material: Coping Material: —SELECT PARAPET WALL COPING MATERIAL--
HOT MOP ASPHALT Coping Size: I—SELECT COPING METAL SIZE OR THICKNESS—
Ply Sheet(s)&No.of Ply(s): Hook Strip Size: —SELECT COPING METAL HOOK STRIP SIZE—
GAF PLY IV(2) Parapet Coping Metal Attachment:
.... .... ._
Ply Sheet Fastener/Bonding Material: NA
HOT MOP ASPHALT
Insulated Nailable Deck With Edge Nailer
MIAMI•
Miami-Dade County HVHZ Electronic Roof Permit Form
"Delivering Excellence Every Day"
Illustrate Components Noted and Details as Applicable:
00••
•
•• • ••• • •
Roof Mean Heighti, ft. ••• :.•••:
0000..
Drip Metal: •••• •• •
3"X3" GALV 26G 0000.. 0000 ,.:. •
0000 0000..
Top Ply
Continuous Cleat:,.,.•, ••
NA 0000 .
literplies
00,00.
0000.• • _ •0000.
Surfacing: •• •••• •
Base Sheet GRANULES
Top Ply:
Anchor Street GAF MINERAL CAP SHEET
—— Interplies:
Drip Metal
GAF PLY IV
Base Sheet:
Continuous GAF PLY IV
Cleat Top Layer of Insulation:
% , Wood Nailer NA
k
s Base Layer of Insulation:
4 = [11COMPOSITE INSULATION 4'X4'
Roof Deck v
�s Wood Nailer:
Base Layer 2"X6" PT WOOD
of Insulation
Top Dyer
Wood Nailer Fastening:
of Insulation #12 WOOD SCREW 16"OC
Anchor Sheet:
GAF GLASSBASE 75#
Deck Type:
PLYWOOD 5/8"
The use or gypsum board under any or the following Class A,8 or C systems does not adversely affect the rating.The use of"/r-In.minimum(hick
gypsum board Is an acceptable alternate for minimum Insulation over C-15/32 thick roof decks,
The use of polystyrene Insulation board between minimum)A-In.thick perllte board and deck with rosin paper(perllte/rosin
paper/polystyrene/perilte)Is a suitable alternate for polylsocyanurate board in the Following Class A,B or C systems.
"EnergyGuaW@ RA"or'Tapered EnergyGuard®RA"or"EnergyGuard@ Composlta RA"may be substituted for any Atlas polyis
Insulation in any of the following Classlfications. ocyanurate
Trumbull"Derma Mop"may be utilized with any of the following"Asphalt Felt Systems with Hot Roofing Asphalt".
"GAFGLAS®k80 Premium Base Sheet"may be used In any of the following systems.
0000
"GAFGLAS@ Flex Ply 6"and"Tri-Ply@ Ultra-Ftexible Ply fi"are suitable alternates to"GAFGLAS@ Ply 61. i ••• •••• 66** •
•• a ••• • •
'GAFTEMP Permalite Recover Board"may be used In lieu of any perllte Insulation In any of the following NC ClasSlficationt. • • •
0 .000 •• 0000 •
00000411 0
Unless otherwise Indicated,any of the"Asphalt Felt Systems with Hot Rooting Asphalt"may be surfaced with"F:reshield Mfi'Latt"n to 3•gaIr100-• i•••
R2. • • • • •
0•00 • •• 0000
"Ruberold@ Dual Smooth"may be used as an alternate to"Ruberolde MOP Smooth"or"Ruberold®20"or"Ruberold®A04#*
•
•• 0000 00 0 0
"Ruberold®Mop Smooth 1.5"may be used as an alternate to"Ruberold®Mop Smooth"
••
0000••• ••• • • ••• •
• • • • •• •
Class A,Band C 0000„•
•
Hot roofing asphalt,for use with organic and glass felts or modified bltumen membranes. • • • ••• ••
•• • 0000 • •
"Ruberold@ Heat Weld”SBS roofing membrane may be used In lieu of"Ruberold®Mop"S8S products in any applicable Classification.
Class A
1.Deck:C-15/32 incline:3
Insulation(Optional):-One or more layers perllte or wood fiber or glass fiber or polyisocyanurate or urethane or
perllte/polylsocyanurate composite or perlite urethane composite or wood fiber/polylsocyanurate composite or phenolic,any thickness.
Ply Sheet:—Three or more piles Type Gl or GAFGLASS Ply 4"or"Trl-Ply@ Ply 4"or"GAFGLAS@ Ply 6"hot mopped.
Surfacing:—Gravel.
2.Deck:C-15/32 Incline:2
Insulation(Optional):—One or more layers perllte or wood fiber or glass fiber or polyisocyanurate or urethane or
perllte/polyisocyanurate Composite orperlite/urethane composite or wood fiber/poiylsocyanurate composite or Phenolic,any thickness.
Ply Sheet:—Three or more pillar Type G1 or"GAFGLAS@ Ply 4"or"Tri-Ply®Ply 4"or"GAFGLAS@ Ply 6",
Cap Sheet:—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or."Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@
EnergyCap'"'M BUR Mineral Surfaced Cap Sheet."
I
3.Deck:NC Incline:2
Insulation(Optional):—One or more layers perllte,wood fiber,glass fiber,polyisocyanurate,urethane,perllte/polyisocyanurate
composite,perlite/urethane composite,wood fiber/polylsocyanurate composite,phenolic,2-In.maximum.
Ply Sheet:—Two or more piles Type G1"GAFGLAS@ Ply 4",'Tri-Ply@ Ply 4"or"GAFGLAS@ Ply 6".
Cap Sheet:--One ply Type G3"GAFGLAS®Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLASO
EnergyCap"BUR Mineral Surfaced Cap Sheet."
4.Deck:C-15/32 Incline:1
Slip Sheet(Optional):—Red rosin paper,nailed to deck.
Insulation(optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with
OMG Inc.'Olyaond Fastening System"or any UL Classified Insulation adhesive.
Base Sheet:—One ply Type G2"GAFGLAS@ 075 ease Sheet"or"Tri-Ply@ 1175 Base Sheet"(may be nailed).
Ply Sheet:—One or more piles Type Gi"GAFGLAS@ Ply 4"or"Tri-Pl
Cap Sheet:—One ply Type G3"GAFGLASS Mineral Surfaced Cap Sheet"olr"Tri p y@ Mineral Surfaced Cap Sheet"or"GAFGLAS@
EnergyCep—BUR Mineral Surfaced Cap Sheet."
Surfacing(optional):—"TOPCOAT@ EnergyCote'""applied at a rate of 2-gal/100•R2.
5.Deck:NC Incline:3
h"p://database-Ul-COM/Cgi-bin/XYV/template/LISEXT/IFRAME/showpage.html?name=T... 2/23/2012
M® MIAMI-DADS COUNTY
• PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES RER 11805 SW 26 StrccRoom 208
BOARD AND CODE ADMINISTRATION DIVISION ( Miami,Florida 3 33175
T(786)315-2590 F(786)31525-9925-99
NOTICE Or ACCEPTANCE (NOA) www.miarnidadelgoy/econoniv
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 thAu
e thority •
Having Jurisdiction(AHJ). 0000.. .• ••00:0
0000*
.00000
This NOA shall not be valid ager the expiration date stated below.The Miami-Dade Count product ••
Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade Gat nt 0 0 •••• .•..•
reserve the right to have tivs product or material tested for quality assurance purposes.If this pre(tuct or•••:•• ••0•••
material fails to perform in the accepted manner,the manufacturer will incur the expense olfsueh testing •• ••••••
and the A 4J may immediately revoke,modify,or suspend the use of such product or mateglthg�itt}in their • ••
jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miamt-Dade*Count2•••;• 66696•
Product Control Section that this product or material fails to meet the requirements of the I(pp4lible00000.
•
building code. .. 0000
0*0
. .
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: 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.
NOA No.: 13-1022.15
MIAMI•DADECOUNTY Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 1 of 16
APPROVED ASSEMBLIES
Membrane Type: BUR
Deck Type 1I: Wood,Insulated
Deck Description: 19/32"or greater plywood or wood plank
System Type A: Anchor sheet mechanically fastened,all layers of insulation adhered with approved asphalt.
All General and System Limitations shall apply.
Fire Barrier: FireOutT"Fire Barrier Coating,VersaShieie Fire-Resistant Roof Deck Protection or
(optional) SecurocO Gypsum Fiber Roof Board.
Anchor sheet: GAFGLAS®#80 Ultima"Base Sheet,GAFGLAS® Stratavene Eliminator""IYaifablf
Venting Base Sheet, Ruberoid®20,Ruberoid®SBS Heat-Weld TM$mopih or RulfEt6hlo Heat•••;•
Weld 25 base sheet mechanically fastened as described below; " ' ••
000000 00 •0.0.0
Fastening Options: GAFGLAS®Ply 4,GAFGLAS®Flex Ply""6, GAFGLAS®#75 Bme•4lreet or any of above • •
0000..
anchor sheets attached to deck with approved annular ring shank gditediad tin fps&.a •
fastener spacing of 9"o.c. at the lap staggered and in two rows 12"13'.Vin the field.
(Maximum Design Pressure-45 psf. See General Limitation #71
.. .. .. . 0000..
GAFGLAS®Ply 4,GAFGLAS®F1exPlyTm 6,GAFGLAS®#75 Bag;S* Ot or any of above •,
anchor sheets attached to deck with Drill-TecT11#12 Fastener, Drill-TecT" #14 fttwjjr and
Drill-TecT"3"Steel Plate,Drill-TecT"'AccuTraco Flat Plate or Drill-Tec Accu'Trac® :0 6*0:
Recessed Plate 12"o.c. in 3 rows. One row is in the 2"side lap. The other row* e equally
spaced approximately 12"o.c. in the field of the sheet.
(Maximum Design Pressure-45 psf. See General Limitation#7) -
GAFGLAS®FlexplyT 6,GAFGLAS®#75 Base Sheet or any of above anchor 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-S2.5 psf. See General Limitation#7)
GAFGLAS®#80 UltimaTm Base Sheet,Ruberoie 20,Ruberoid®Mop Smooth,base sheet
attached to deck with approved 1'/4"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 anchor sheets attached to deck with Drill-Ter,'"
#12 Fastener,Drill-Tec T" #14 Fastener and Drill-Tec".3"Steel Plate,Drill-TecT"'AccuTraco
Flat Plate or Drill-TecT"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 anchor sheets attached to deck approved annular ring shank nails and 3"
inverted Drill-TecT11 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
MIAMI•DADECOExpiration Date: 11/04/18
"'' ' "UNTY Approval Date: 11/06/14
Page 6 of 16
Fastening Options: GAFGLAS®475 Base Sheet or any of above anchor sheets attached to deck with Drill-TeCT'
(Continued) #12 Fastener or Drill-TecTM#14 Fastener and 3"Drill-Tec'"3"Steel Plate, Drill-TecTM
AccuTrac®Flat Plate or Drill-TecTM AccuTraco 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)
One or more layers of any of the following insulations.
Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft2
EnergyGuard'M Polyiso Insulation,EnergyGuardTM RA Polyiso Insulation,EnergyGuard"'RA Composite
Polyiso Insulation
Minimum 1" thick N/A •0••1k4A
•
EnergyGuardTM Perlite Recover Board •• 000
•
...... .. ......
Minimum %"thick N/A ...:.. .N/A
T •••• •• • • •
EnergyGuardM Perlite Roof Insulation r .
Minimum%11 thick N/A •.•.•• .•.Lv/A •
Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot a;Vhalt within the ••s •
EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard#AS 117 for 0000:0
insulation attachment. Composite insulation panels may be used as a top layer placed with the pol)lgbleyunurate •
side facing down. GAF requires either a ply of GAFGLAS®Stratavent®Eliminator'"Pacfb6ted Vuatigg Base;"
Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all•
isocyanurate applications.
Base Sheet: Optional)Install one ply of GAFGLAS®#75 Base Sheet, GAFGLAS®480 UltimaTM Base
Sheet,GAFGLAS®Stratavent®EliminatorTM Perforated Venting Base Sheet,Ruberoid®Mop
Smooth,Ruberoid®20,Ruberoid®SBS Heat-Weld"Smooth or Ruberoid®SBS Heat-Weld"
25 directly over the top layer of insulation. Adhere with any approved mopping asphalt
applied within the EVT range and at a rate of 20-40 lbs./sq; (see General Limitation#4).
Ply Sheet: One or more plies GAFGLAS®PLY 4,GAFGLAS®Flex ply T"/6 sheet 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'
EnergyCapT"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 smooth membranes. Chosen
components must be applied according to manufacturer's application instructions. All
coatings must be listed within a current NOA.
1. Gravel or slag applied at 4001bs./sq. and 3001bs./sq. respectively in a flood coat
of approved asphalt at 60 lbs./sq.
2. Topcoat®Surface Seal SB applied at Ito 1.5 gal./sq.
Maximum Design
Pressure: See Fastening Options.
NOA No.: 13-1022.15
MIAMMADE COUNTY Expiration Date: 11/04/18
"'• ' Approval Date: 11/06/14
Page 7 of 16
WOOD DECK SYSTEM LIMITATIONS:
I A slip sheet is required with GAFGLASO Ply 4 and GAFGLAS®Flex Ply'M 6 when used as a mechanically fastened
base or anchor sheet.
2. Minimum V4"DensDeck"Roof Board or%"Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LIMITATIONS:
I. 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 widno 111%
EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern otmie top Payer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approveca asphalt,pan4siL '.
shall be 4'x4'maximum. ••••• •• ••••.•
4. An overlay and/or recovery board insulation panel is required on all applications over closes FPU foam i9jula ions ••••
when the base sheet is fully mopped.If no recovery board is used the base sheet shall be apqq%jasing stop..• •• •
mopping with approved asphalt, 12"diameter circles,24"o.c.;or strip mopped 8"ribbonsjV 14rr rowst •
each sidelap and one down the center of the sheet allowing a continuous area of ventilatio 11?E ptclin q fb�• •••••
strips is not acceptable.A 6"break shall be placed every 12'in each ribbon to allow cross 9•SPG g ph •••
y�ylgtjon. Asphalt ••
application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attaclutl syosttns shall be. •,• ;
limited to a maximum design pressure of-45 psE 0 0 :*0400
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F'J value of 275 IbLp as :1000
tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below
275 lbf 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 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 nailers,metal profile,and/or flashing termination designs shall conform to
Roofing Application Standard RAS I I 1 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 61G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 13-1022.15
MIAMI-DADE COUNTYM Expiration Date: 11/04/18
' I Approval Date: 11/06/14
Page 16 of 16