RF-15-2557 Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-251336 Permit Number: RF-10-15-2557
Scheduled Inspection Date: January 27,2016 Permit Type: Roof
Inspector: Rodriguez,Jorge
Inspection Type: Final Roof
Owner: MONTERO,JULIAN &DEBRA Work Classification: Flat
Job Address:465 GRAND CONCOURSE
Miami Shores, FL Phone Number 3051685-0412
Parcel Number 1132060170320
Project: <NONE>
Contractor: ADVANCED CONSTRUCTION SERVICE GROUP, INC. Phone: (305)457-9970
Building Department Comments
RE ROOF FLAT Infractio Passed Comments
INSPECTOR COMMENTS False
spector Comments
Passed CREATED AS REINSPECTION FOR INSP-247972. CREATED AS
REINSPECTION FOR INSP-245275.
Not ready
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid
January 26,2016 For Inspections please call: (305)762-4949 Page 35 of 62
Miami Shores Village pisrmr �►a hoof '
10050 N.E.2nd Avenue
Iat
Miami Shores,FL 33138-0000 �# '
## P
h— a Phone: (305)795-2204 l
Expiration: 04/11/2016
Project Address Parcel Number Applicant
465 GRAND CONCOURSE 1132060170320
JULIAN&DEBRA MONTERO
Miami Shores, FL Block: Lot:
Owner Information Address Phone Cell
JULIAN&DEBRA MONTERO 465 GRAND CONCOURSE 3051685-0412
MIAMI SHORES FL 33138-2462
Contractor(s) Phone Cell Phone
ADVANCED CONSTRUCTION SERVIC 305 457-9970 Valuation: $ 8,000.00
( ) (786)306-8183
Total Sq Feet: 800
Type of Work:Re Roof Available Inspections:
Additional Info:RE ROOF FLAT Inspection Type:
Classification:Residential
Tin Cap
Scanning:3 Final Roof
Review Roof
Roof in Progress
Renailing Affidavit
Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $4,80
DBPR Fee $3.75 Invoice# RF-10-15-57360
DCA Fee $3.75 10/14/2015 Check#:505 $229.30 $50.00
Education Surcharge $1.60 10/08/2015 Cash $50.00 $0.00
Permit Fee-New Roof $250.00
Scanning Fee $9.00
Technology Fee $6.40
Total: $279.30
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 is accurate and that all work will be done in compliance with all applicable laws regulating
constructi zoning. Fu,h or horize the above-named contractor to do the work stated.
October 14, 2015
A thorized S gna ,re:Owner / Applicant / Contractor / Agent Date
Building Department Copy
October 14,2015 1
j L��� Miami Shores Village
1
Building Department OCT 0 015
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 201y `7
BUILDING Master Permit No. 12t-r— is- ','5 54
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC FE-] ROOFING ❑ REVISION ❑ EXTENSION ORENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 465 GRAND CONCOURSE
City: Miami Shores County: Miami Dade zip:
Folio/Parcel#: 11-3206-017-0320 Is the Building Historically Designated:Yes NO X
Occupancy Type: Load: Construction Type: Flood Zone: BFE: � FFE:
OWNER:Name(Fee Simple Titleholder):JULIAM MONTERO Phone#:M-/y '" 'd 2
Address:465 GRAND CONCOURSE
City. MIAMI SHORESState: FL Zip; 33138
Tenant/Lessee Name: Phone#:
Email: Al f A+
CONTRACTOR:Company Name: ADVANCED CONSTRUCTION SERVICES GROUP Phone#: 3054579970
Address: 5910 sw 93 pI
City: MIAMI State: FL Zip: 33173
Qualifier Name: HIRAM GONAZALEZ Phone#:
State Certification or Registration#: CGCO01773 Certificate of Competency#:
DESIGNER:Architect/Engineer: NA Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$8000 Square/Linear Footage of Work: 800
Type of Work: ❑ Addition ❑ Alteration ❑ New Q Repair/Replace ❑ Demolition
Description of Work: RE-ROOF rZ j7
Specify color of color thru tile:
Submittal Fee$ JV�4 Permit Fee$ `� CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
1 '4
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 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 roved and a reinspection fee will be charged.
Signatu Signature
OWNER or AGENT CONTRACTOR
The fo oing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
5 day of OCTOBER Zo 15 by 5 day of OCTOBER ZU 15 by
JULIAN MONTERO who is personally known to HIRAM GONZALEZ who is personally known to
me or who has produced as me or who has produced as
identificatio and who did �oat�e A. Giron identification and who did takes nth.
..-COMMISSION •.•`•:.. yeG.,. Jose A. Giron
NOTARY LIC: ? OMMINOTARY PUB ,COMMISSION#EE 831658
EXPIRES: SEP.03,2016
www AARONNOTARY.com . EXPIRES: SEP.03,2016
��.,�p;;�•' www.AARONNoTARY.com
Sign: Sign:
Print- J E GIRON Print: J GIRON
Se Seal
•rr*•*r*****rs*•sir***r*r***rrr***a* ***•sr*sxx********r•r*****s*r**r****r******a**r***************x*********
APPROVED BY /® Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
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Address Owner Name Folio
SEARCH:
465 grand concourse Suite CZ
Back to Search Results
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PROP ERTY INFORMATION',
Folio:11-3206-017-0320
Sub-Division:
MIAMI SHORES SEC 4 AMD
Property Address
465 GRAND CONC
Miami Shores,FL 33138-2462
Owner
JULIAN FELIPE MONTERO&w
DEBRA FRANK MONTERO
Mailing Address
465 GRAND CONCOURSE
MIAMI SHORES,FL 33138-2462
Primary Zone
1300 SGL FAMILY-2801-3000 SQ
Primary Land Use
0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT
i
Beds/Baths/Half 3/2/0
Floors 1
Living Units 1
Actual Area 2,957 Sq.Ft
Living Area 1,785 Sq.Ft
Adjusted Area 2,463 Sq.Ft
Lot Size 16,250 Sq.Ft
Year Built 1950
Map View w Layers w Legend w
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Miami shores Village
L Building Department
10050 N.E.2nd Avenue
�RID
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OCI 0 8 2M j OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date:
10050 NE 2nd Ave
Miami Shores, Fl 33138 v4ery
Re: Owner's Name: _J ') It 4,4 'b'o 6 r?'L
Property Address: In
Roofing Permit Number:
Dear Building Official*
I —�-)(L"— �`�- —certify that I am not required to retrofit the roof to wall connections of my
building because:
u The just valuation for the structure for purpose of ad valorem taxation is less than $300,OQO.00. Pleasi!ddidh pro0a�od
valorem taxation. •• •••• so
6666..
he building was constructed in compliance with the provisions of the Florida Building CodOJIFG)or witbAhe proZibW
f 199 ion the South Florida Building Code (1994 SFBC) 00000 0 66600 a 96:06"
69:90: .09goo
06 a :::::o
lti -A0 00 go
o :0 0 0 6606:0
go. 0 :0666:
Sigfre Print Name 00 00 •
:0: 0 0
00 0
State of Florida
County of Dade
The undersigned, being the first duly swom, deposers and says that he/ss the owner fo the above property mentioned.
Sworn to and subscribed before me this jay of.
:ROBIN OIJI
Notary Public
State
late oll Florida
6
mw� Notary Public-state of Florida
Notary Public, Sate of Florida at Large A FE 185650
Expires My Comm.E11098 Jan 1,2019
No Assn
A
0 when the just valuation of the structure for purpose of =010 and the ng t construct ith FBC nor a 1994
SF13C.Then you must provide a building application from OGen-eral Contractor for the Roof to Wall connection Hurricane Mitigation.
wised on 5/2112009
I
4A
e0�
`<.pRjDA
SECTION 1524
HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with
the required roofing permit,and to explain to the owner the content of the section. The provisions of Section R4402
govern the minimum requirements and standards of the industry for roofing system installations.Additionally,the
following items should be addressed as part of the agreement between the owner ant the contractor. The owner's
initial in the designated space indicates that the item has been explained.
2. vAV Renailing wood decks:When replacing roofing,the existing wood roof deck may have to
be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually
concealed prior to removing the existing roof system).
4. _Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking
can be viewed from below.The owner may wish to maintain the architectural appearance;therefore,
roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of
maintaining the appearance.
6. Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is
not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this
discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to instt&AAow
scu pers in accordance with the requirements of Sections R4402,R4403 apd R U 3.go 0
.... •
...... ....
Per/Agents Signature Date Con ignature '....' •• Date
00 .....
• ......
41
Property Address
Permit Number :ego** •
• ......
•
Revised on 7/9/2009 LD;07/01/2015; 66
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
1
High-Velocity Hurricane Zone Uniform Permit Application Form. 1
1
1
Section A(General Information) l
Master Permit No. Process No, l
Contractor's Name ����' Ca»S .�UC�/O� ,f'e n�/�t! Ps• 6iCau� 1
1
Job Address �� D L es 1
1
ROOF CATEGORY ;
/Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
i
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes l
❑ Prescriptive BUR-RAS 150 l
ROOF TYPE l
❑ New roof ❑ Repair ❑ Maintenance I/Reroofing ❑ Recovering 1
r� ROOF SYSTEM INFORMATION 1
Low Slope Roof Area(SF)_u Steep Sloped Roof AREA(SSF)-� Total(SF) �K 0 1
l
1
Section B(Roof Plan) 1
Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains.Include dimen-
sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. 1
1
1
.....1
0.
00 -00
.. .. •
• • .....
• L
.. •
1
__FV
1
r � 1
. i
1
1
1
1
FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.37
Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eticrxr Palacio on Jung,2015 103212 AM pursuant to Uccnsc
Agreement.No further reproductions authorized.
Section C ,
MIAMI CADE- Miami-Dade County HVHZ Electronic Roof Permit Form
Section C Page(Low Slope Roof Systems)
"Oelivering Excelfencr Every Ony"
Fill In the specific roof assembly components.if a component is not required,Insert not applicable(n/a)In the text box.
ROOF SYSTEM MANUFACTURER: GAF Top Ply:
GAF MINERAL CAP SHEET
Product Approval (NOA): 13-1022.15 System Type:
Top Ply Fastening/Bonding Material:
Wind Uplift Pressures,From RAS 128 or Sealed Calculations: HOT MOP ASPHALT
(P1) Feld: -42.8 psf Surfacing;I GRANULES
(P2) Perimeters: -71.7 SINGLE PLY MEMBRANE:
psi
Single Ply Manufacturer 1 Type:
(P3)Comers: -108.0 psi NA
Maximum Design Pressure From NCA: -52.5 ps{
Single Ply Sheet Width:FN7A "112 Sheet Width:FN7A "
Roof Slope. 0.50 ":12 Roof Mean Heigh: 14 R
� No.of Single Pty 112 sheets: NA
Parapet Walls: 0 No ❑Yes Parapet wall Height:L- ,.,..r ft. Single Ply Membrane Fastening/Bonding Material:
NA
Deck Type: —5/8"Plywood— FASTENER SPACING FOR BASESHEET ATTACHMENT
Support Spacing: "ole ❑SINGLE PLY MEMBRANE ATTACHMENT
Alternate Deck e:jNA
Existing Roof 1.Reid: "o%®Laps& rows El"oic
SAME 2.Perimeter a"o1c @ Laps&�rows r67"o/c
Fire Barrier.
NA 3.Comer.El"o%@ Laps&ED rows r67"oic
Vapor Barrier. NUMBER OF FASTENERS PER INSULATION BOARD:
NA 1. Field:rN7A 2. Perimeter.F 3. Comer.171
Anchor Sheet: Insulation Fastener Type:
GAF GLASSBASE 75#1 PLY NA
•
Anchor Sheet Fastener/Bonding MatertaL ••.•.• ••• ••
1-1/4"RS NAIL&TIN CAP 1-5/8" WOOD NAILER TYPE AND SIZE: . . • •.
Insulation Base Layer Size&Thickness: 1"X6"PT WOOD •• •• • • ••• •
Wood Nailer Fastener Type and Spacing:
ISO TAPERED INSULATION in 4!X4! •••; •
:• ••
Insulation Base Layer Fastener/Bonding Material: #12 WOOD SCREW 16"OC +••
HOT MOP ASPHALT
EDGE&COPING METAL SiZES: •....• ••••• •• ••
Insulation Top Layer Size&Thickness: Edge Metal Material: Metal :••; +•.••
.•�•••
Edge Size: —3"face 26 ga.—
Insulation Top Layer Fastener/Bonding Material: ...+..
Hook Strip Size: —SELECT EDGE METIL 004K STFIP.�5=;
NA Edge Metal Attachment: • • • i..•.i
Base Sheet(s)&No.of Ply(s): 1-1/4"RS NAIL 4"OC •' . •
GAF STRATAVENT PERFORATED •
Base Sheet Fastener/Bonding Material: Coping Material:I—SELECT PARAPET WALL COPING MATERIAL
LOOSE LAID Coping Size: I—SELECT COPING METAL SIZE OR THICKNESS—
Ply Sheet(s)&No.of Ply(s): Hook Strip Size: I—SELECT COPING METAL HOOK STRIP SIZE—
GAF PLY W'(2)PLiES Parapet Coping Metal Attachment:
Ply Sheet Fastener/Bonding Material: NA
HOT MOP ASPHALT
Insulated Nailable Deck With Edge Nailer ,
MIAMI•DADE
Miami-Dade County HVHZ Electronic Roof Permit Form
"Delivering Excellence Every Day"
Illustrate Components Noted and Details as Applicable:
Roof Mean Height: 14 ft.
Drip Metal:
3"X3"GALV
Top ply Continuous Cleat:
Interplies NA
Surfacing:
Base Sheet IGRANULES
Top Ply:
Michor Sheet I GAF MINERAL CAP SHEET
--° _ . ... . Interplies:
Drip Metal GAF PLY IV
E, ,' a Base sheet:
Contntuous GAF STRATAVENT PERFORAbTED„
_ Cleat Top Layer of Insul*ioal. •
s, M Wood Nailer NA '•••• •• •
Base Layer of Insula. .... •
ISO TAPERED INSULMION 1"4p'.' •
Roof Deck - •
Wood Nailer: •• •• •• ••• •
Base Layer - 1"X6" PT WOOD •• •
of insulation - • •
Wood Nailer FastengRA'�; •• ...
Top Layer #12 WOOD
of Insulation SCREW 16"OC
Anchor Sheet:
GAF GLASSBASE 75#
Deck Type:
PLYWOOD 518"
A VS'V.t%1JVU-1�vvaaxg Uyaaa,u.o
The use of gypsum board under arty at the following Class A,8 orC systems does not adversely affect the rating.Mouse of'h•ln.minimum(Fuck
gypsum board Is an acceptable alternate for minimum Insulation over C-15/32 thick roof decks.
The use of polystyrene Insulation hoard between minimum%-In.thick porlite board and deck with rosin paper(perlite/rosin
paper/polystyrenelperlite)Is a suitable alternate for polylsocyanurate board in the following Class A,8 or C systems.
'EnergyGuardO RA'or"capered Hn"Guardp RA-or"EnergyGuardS Composite RA"may be substituted for any Atlas potylsocyanurate
Insulation in any of the following Classifications.
Trumbull"Parma Mop"may be utilized with any or the following"Asphalt Felt SyStems with Hot Roofing Asphalt".
'GAFGLAS*1180 Premium Base Sheet"may be used In any of the following systems.
"GAFGLAS(iP Flex Ply W and"Tri-Pty®Ultra-Flexible Ply 6'are Suitable alternates to"GAFGIAS*Ply 6.
"GAFTEMP Permallte Recover Board"may be used In Ilan of any perllte Insulation In any of the fallowing NC Classiticabons.
Unless otherwise Indicated,any of the"Asphalt Felt Systems with Hot Roofing Asphalt"may be surfaced with"Fireshield MB"at 2v,to 3-gayloo-
re.
"Ruberold®Dual Smooth'may be used as an alternate to'RuberotdA Mop Smooth'or"Ruberold*20'or"RuberoldQp 20 HT'
"RubaroldO Mop Smooth 1.5"may be used as an alternate to"Ruberolde Mop Smooth"
Cuss A,B and C
Hot roofing asphalt,for use with organic and glass felts or modified bitumen membranes.
"Ruberold*Heat Wetd"SBS roofing membrane may be used in Neu of"Ruberold®MoD'SSS products In any applicable Classification_
Class A
1.Decin C-15/32 Incline:3
Insulation(Optional):-=One or more layers partite or wood fiber or glass fiber or polylsocyanurate or urethane or
parlite/polylsocyanurate composite or perlitOurethene composite or wood fiber/polylsocyanurate Composite or phenolic,any UuCkneSs.
Ply Sheat:--Three or more plies Type GI or'GAFGLASS ply 4"or`Tri-PlyS Ply 4'or"GAFGLASO Ply 6"hot mopped.
Surfacing:—Gravel.
2.Deck:C-15/32 Incline:2
Insulation(optional):—One or inure layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or
penate/polylsocyanurate composite or perilte/urethane composite or wood nbeypelyisKyanurate composite or phenplic,any thickness.
Ply Shaft—Three or more plies Type G3 or"GAFGLAS*Ply 4"or'Tri-Ply*Ply 4'or"GAFGLASS Ply 6'.
Cap Sheet:—One ply Type G3'GAFGLASO Mineral Surfaced Cap Sheer'or•'Trl-PlyO Mineral Surfaced Cap Sheet"or'GAFGLAS*
Energy0v"r"BUR Mineral Surfaced Cap Shaft.- • •
•••••• • ••••
3.Deck:NC •
Indtnei 2 i •�• •�
•• • •••• 0
Insulation(Optional):--One or more layers pernte,wood fiber,glass fiber,polyisocyanurate,urethane,pertlte/ObNA ysnurate •
campoSlte,peditelurethane composite,wood fiber/polylsotyanurate composite,phenolic,2-hl.maximum. •••••• O **Soo
Ply Sheet,—Two or more plies Type 01'GAFGLASO Ply 4","Tri-Ply*Ply 4"or'GAFGLAS49 Ply 6". 0 e*• •
Cap Sheet.,—One ply Type G3"GAFGLASO Mineral Surfaced Cap Sheet"or"Tri-Ply*Mineral Surfaced Cap Sheet"&Q A1!jLAs® • •
EnWgyCap'"BUR Mineral Surfaced Cap Sheet." 0*41141410 •••• •:••0
000060 •0 � ••••
4.Deck:C-1W2 Incline:1 • • • • • •••••
•• •• •• • 0
Sli Sheet CI
•••••• • •
p ( ptlonal):—Red rosin paper,naffed to dock. 0 • • 0 60096
Insulation(Optional).,—Any thickness pertite or wood fiber or glass Ober or polylsocyanurate mechanically faster.,ld or ad&red with, 0000 0
OMG Inc.'Olyaond Fastening System'or any UL Ctasslned Insulation adhesive •
ease Sheet—Ona ply Type G2"GAFGiAS(�A75 Base Sheet or'Trt-ply0 x175 Base Sheet'(may be nalied). s ••• ••• •••••
Ply Sheet--One or mora plies Type G1'GAFGLAS*Ply 4"or"Tri-Pty®Ply 4"or GAFGLASg Ply V. •• •
Colt Sheet:-.One ply Type G3"GAFGLASS Mineral Surfaced Cap Sheet"or'rri-PIyO Mineral Surfaced Cap Sheet"or"GAFGLASp • • 0
EnerOYCSP"'allR Mineral Surfaced Cap Sheet.'
Surfacing(optional):--"TOPCOAT*EnergyCote-"apphed at a rate of 2-981/100-11:2.
5.Deck:NC Incline:3
http://database.ul.com/cgi-bin/XYV/template/LISEXT/3FRAME/showpage.iitml?name=T... 2/23/2012
MIA�MI-DADE MIAMI DADS COUNTY
4A:il'/!vW 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 QNQA) W1M.1olam1ldad-%MXe0nomv
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 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: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. ;...:. gee***
TERMINATION of this NOA will occur after the expiration date or if there has been a revlll% 0"?..change itP•• ..
the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an eador amentof'My••� """
product,for sales,advertising or any other purposes shall automatically terminate this NOA.Fall&e to comply• ;....:
with any section of this NOA shall be cause for termination and removal of NOA. .... 00000
'
• ' 0000 .....
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida) ollowecf,. 00:90
•
by the expiration date maybe displayed in advertising literature. if any portion of the NOA is�itsg tyed,thdra .•••�•
it shall be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturerbr its dlstributott9•• :0•••
and shall be available for inspection at the job site at the request of the Building Official. • • 906 •�0000•.
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
MIAMMAD@COCtWTY 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: FireOut"'Fire Barrier Coating,VersaShieie Fire-Resistant Roof Deck Protection or
(optional) SecurocO Gypsum Fiber Roof Board.
Anchor sheet: GAFGLAS®480 UltimaW"Base Sheet,GAFGLAe Strataven&Eliminator Nailable
Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld"`Smooth or Ruberoid'Heat-
Weld"'25 base sheet mechanically fastened as described below;
Fastening Options: GA.FGLAS®Ply 4,GAFGLAe Flex Ply"'6,GAFGLASO#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 lap staggered and in two rows 12"o.c.in the field.
(Maximum Design:Pressure—45 psf.See General Limitation#7)
GAFGLASn Ply 4,GAFGLAS®FlexPly 6,GAFGLAS®#75 Base Sheet or any of above
anchor sheets attached to deck with Drill-Tec°'#12 Fastener,Drill-Tec"'#14 Fastener and
Drill-Tec.3"Steel Plate,Drill-Tec'M AccuTrae Flat Plate or Drill-Tec`"AccuTraco
Recessed Plate 12"o.c.in 3 rows. One row is in the 2"side lap. The other rows are equally
spaced approximately 12"o.c.in the field of the sheet.
(Maximum Design Pressure—45 psf.See General Limitation#7)
GAFGLAS®FiexPly"'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.
(Madinunn Design Pressure—52.5 psf.See General Limitation#7)
GAFGLAe#80 Ultima"'Base Sheet,Ruberoid®20,Ruberoid®Mop Smooth,bale shget
attached to deck with approved 1'/"annular ring shank nails and inverted 3"steel pMe Mat a 0 0 0 0 0 0
fastener spacing of 9"o.c.at the 4"lap and in two rows staggered mith a fastener spgriug of •
9"o.c.in the center of the membrane. 000000 0 0000• 000000
(Maximum Design Pressure--60 psf.See General Limitation#7) 0 •
0000.. 0000..
•
GAFGLAS®#75 Base Sheet or any of above anchor sheets attached Id tlac%with i •ec"'
�i�.T
#12 Fastener,Drill-TecW'#14 Fastener and Drill-Tec"'3"Steel Plate,UnIft Tec"'AggliTOrac® 0 0:0 0•
Flat Plate or Drill-Tec"'AccuTrac®Recessed Plate 12"o.c.in 4 rows 0 brie ow is ig the 2" ••••;•
side lap. The other rows are equally spaced approximately 9"o.c.ins tj r>pld of the sheet. •
(Maximum Design Pressure—60 psf.See General Limitation#7) • • • •••••'
Any of above anchor sheets attached to deck approved annular ring s*nkdUls and T' •0 0 :0.0•
inverted Drill-Tec``insulation plates at a fastener spacing of 9"o.c.at fife 4'plap st%gte$in
two rows 9"in the field.
(Maximum Design Pressure—60 psf.See General Lino itation#7)
NOA No.: 13-1022.15
QM!"MMI-DJAMEOUNTY Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 6 of 16
Fastening Options: GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec
(Continued) #12 Fastener or Drill-Tec"'#14 Fastener and 3"Drill-Tecm 3"Steel Plate,Drill-TecT"
AccuTra?Flat Plate or Drill-Tec'"AccuTrac®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/fe
EnergyGuard' Polyiso Insulation,EnergyGuard"RA Polyiso Insulation,EnergyGuard'"RA Composite
Polyiso Insulation
Minimum 1"thick NIA N/A
EnergyGuarC Perlite Recover Board
Minimum W1 thick N/A N/A
EnergyGuard'm Perlite Roof Insulation
Minimum'/"thick NIA N/A
Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the
EVT range and at a rate of 20-40 lbs./100 fe. Please refer to Roofing Application Standard RAS 117 for
insulation attachment. Composite insulation panels may be used as a top layer placed with the polyisocyanurate
side facing down. GAF requires either a ply of GAFGLAS®Stratavene Eliminator*"Perforated Venting Base
Sheet laid dry or a layer of EnergyGuard7 Perlite Roof Insulation or wood liber overlay board on all
isocyanurate applications.
Base Sheet: Optional)Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAS®#80 Ultima"'Base
Sheet,GAFGLAS®Stratavene Eliminator'"Perforated Venting Base Sheet,Ruberoie Mop
Smooth,Ruberoie 20,Ruberoie SBS Heat-Weld''Smooth or Ruberoie 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'6 sheet or GAFGL AS®#80
Ultima Base Sheet adhered in a full mopping of approved asphalt applied within WIEW ....:9
range and at a rate of 2040 lbs./sq. •
Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or QAZ6LAe•"•0• as••�••
EnergyCapm BUR Mineral Surfaced Cap Sheet adhered in a full mdppTift 8f approvea. :0000:
asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. ."". 00000
• 0.
....
Surfacing: Optional on granular surfaced membranes;required for smooth x r"tranes.L;WAsn ......
components must be applied according to manufacturer's applicatiofiaiinstructi3ns. All ••
coatings must be listed within a current NOA. •••• 0 '
1. Gravel or slag applied at 400 lbs./sq.and 300 lbs./sq.respectivd'ly in a fimJ goat .
of approved asphalt at 601bs./sq. .'.
2. Topcoat®Surface Seal SB applied at Ito 1.5 gal./sq. of
. •
Maximum Design
Pressure: See Fastening Options.
NOA No.: 13-1022.15
CMIAMIMADECIU Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 7 of 16
WOOD DECK SYST m LIMITATIONS:
1 A slip sheet is required with GAFOLAS®Ply 4 and GAFGLAS®Flex Ply'"6 when used as a mechanically fastened
base or anchor sheet.
2. Minimum YV DensDeck"o 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 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 V 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 12'in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be
limited to a maximum design pressure of 45 psf.
S. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F' value of 275 Ibl,as
tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below
275 Ibf.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 l OS and calculations in compliance with Roofing Application
Standard RAS 117.
7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fasjeltgs:. ••
densities shall be increased for both insulation and base sheet as calculated in compliance with RAng Application •
Standard RAS 117.Calculations prepared,signed and seated by a Florida registered Professioem Engineer,."". •
Registered Architect,or Registered Roof Consultant(When this limitation is specifically lfttRed withrn
this NOA,General Limitation#9 will not be applicable.) 996009 0 ;•••':
8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination desie sIAH confotr tQ.• .....
Roofing Application Standard RAS 111 and applicable wind load requirements. "" 66 ..:..
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zone$;a Meld, •..• • .... •
Perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for entanced fastening at,
enhanced pressure zones(i.e.perimeters,extended corners and corners).{When this limitan 0 isspjclficagy . ....:.
referred within this NOA,General Limitation#7 will not be applicable) 000600
. •
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Etildin*g;Code aqo ... :"
Rule 61020-3 of the Florida Administrative Code. 00 • • '
END OF THIS ACCEPTANCE
NOA No.:13-1022-15
MIAMI, EeauNW Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 16 of 16