RF-17-2751Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
955 NE 98 Street
Miami Shores, FL 33138-
Permit
Issue Deity
Parcel Number
1132060143360
Block: Lot:
Permit NO. RF-11-17-2751
Permit Type: Roof
Work Classification: Flat
Permit Status: APPROVED
2017 Expiration: 05/21/2018
Applicant
INVESTQUEST PARTNERS HOLI
Owner Information
Address
Phone
Cell
INVESTQUEST PARTNERS HOLDINGS 175 SW 7 Street
- MIAMI FL 33130-
175 SW 7 Street
MIAMI FL 33130-
Contractor(s)
A & E BROTHERS ROOFING, INC
Phone
(305)229-0471
Cell Phone
(305)746-8282
Valuation:
Total Sq Feet:
$ 6,500.00
500
Type of Work: Re Roof
Additional Info: NEW FLAT ROOF
Classification: Residential
Scanning: 3
Fees Due
Bond Type - Contractors Bond
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee - New Roof
Scanning Fee
Technology Fee
Total:
Amount
$500.00
$4.20
$3.75
$2.50
$1.40
$250.00
$9.00
$5.60
$776.45
Pay Date Pay Type
Invoice # RF-11-17-65699
11/17/2017 Cash $ 50.00 $ 726.45
11/22/2017 Check #: 2068 $ 726.45 $ 0.00
Bond #: 3569
Amt Paid Amt Due
Available Inspections:
Inspection Type:
Tin Cap
Final Roof
Roof in Progress
Renailing Affidavit
Review Roof
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
construction and zonigg) Futhermore, I authorize the above -named contractor to do the work stated.
utfio lied Signature: Owner / Applicant / Contractor / Agent
November 22, 2017
Date
Building Department Copy
November 22, 2017 1
BUILDING
PERMIT APPLICATION
❑ BUILDING ❑ ELECTRIC
PLUMBING ❑ MECHANICAL
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
REC RIVED
pV 12017 I
FBC 20 ILT (�-i�
Master Permit No. P-2A51
Sub Permit No.
❑ ROOFING ❑ REVISION ❑ EXTENSION
❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION
CONTRACTOR
JOB ADDRESS: fI S5 /U I= 98 Sr
City: Miami Shores
County:
Miami Dade Zip:
❑ RENEWAL
❑ SHOP
DRAWINGS
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
Address:'/7SC /vt 15' Sr
City: ,At kt L,-cc, gliw 5 State: FL Zip: g 308
Tenant/Lessee Name: Phone#: 3 0 .S- ? 2- ..)L. I Z e) a
Email:
OWNER: Name (Fee Simple Titleholder): __Tinvs- /gf/e57 /9 r Q?5 #o rdlN ffShgrlone#:
CONTRACTOR: Company Name: A.2 i /710 JAers Apr.- •k9 , roc Phone#: 3 ° -5-- 745 3 Z' F
Address: g//LiD D S f v 3? S r
City: �(/t ia... State: FL.. Zip: 3 3 / 5-5—
Qualifier Name: ,' U it/s L �$2z/'.v S i Phone#: 6 =W S Z- ? ' 9
State Certification or Registration66#: CCC 133 d S'elS' Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ (o I SOO• vd
Type of Work:
Square/Linear Footage of Work: 5 0 O, 0d
❑ Addition ❑ Alteration ❑ New
Description of Work:
tA-)
fT(tl 12-oor
❑ Repair/Replace ❑ Demolition
Specify color of color thru tile:
Submittal Fee$50. O -"Permit Fee $ • CO
Scanning Fee $ Radon Fee $.D.
Technology Fee $ Training/Education Fee $
Structural Reviews $
(Revised02/24/2014)
CCF $ CO/CC $
DBPR $ 3'
Notary $
Double Fee $
Bond $ S'00" O
TOTAL FEE NOW DUE $ 282G ' (.1.6
- 2_c).Lis
Bonding Company's Name (if applicable)
. �;,ir,
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 be a • • rection fee will b - charged.
Signature
Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was/acknowledged before me this The foregoing instrument was acknowledged before me this ,
7 day ofD t/ , 20' /7Z , by / day of / 00 ii , 20 / 7, by
Tose 17 / K f N A fi /70, , who -is personally known to Pvt d✓1QYr Z�, 47iv.F4iho is personally known to
me or who has produced as me'or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Print:
Seal:
*******************
MARITZA CALLEIRO
__ Notary Public - State of Florida
My Comm. Expires Oct 21, 2018
Commission # FF 136646
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
MARITZA CALLEIRO
Notary Public - State of Florida
My Comm. Expires Oct 21, 2018
Commission # FF 136646
*******************ask*wr*s**trs*`ir*s+F*3rss*fir*aP4*lesp*Y*ini*T**
APPROVED BY Plans Examiner
******'*
Zoning
Structural Review Clerk
(Revised02/24/2014)
Florida Department of State
�j 'avow of
�(i..okyArg �l'J �PJi�:�rrr��1`IJ
!!��' _ `+ an official Suite of Florida welnin,
Department of State / Division of Corporations / Search Records / Detail By Document Number /
DIVISION OF CORPORATIONS
Detail by Entity Name
Florida Profit Corporation
INVESTQUEST PARTNERS HOLDINGS INC
Filing Information
Document Number P16000023595
FEI/EIN Number N/A
Date Filed 03/11/2016
Effective Date 03/08/2016
State FL
Status ACTIVE
Principal Address
175 SW 7 STREET
2310
MIAMI, FL 33131
Mailing Address
175 SW 7 STREET
2310
MIAMI, FL 33130
Registered Agent Name & Address
PARRILLA, JOSE E
175 SW 7 STREET
2310
MIAMI, FL 33130
Officer/Director Detail
Name & Address
Ti
PARRILLA, JOSE E
175 SW 7 STREET #2310
MIAMI, FL 33130
Title VP
ARAGON, ANAIS
175 SW 7 STREET #2310
MIAMI, FL 33130
Title S
PARRILLA, JENNIFER
175 SW 7 STREET #2310
MIAMI, FL 33130
Title D
GOMEZ, ERIK
175 SW 7 STREET #2310
MIAMI, FL 33130
Annual Reports
Report Year Filed Date
2017 03/16/2017
Document (maws
03/16/2017 — ANNUAL REPORT
03/11/2016 — Domestic Profit
View image in PDF format
View image in PDF format
Florida Department of State, Division of Corporations
PEDRO 1. GARCIA,.,
.`, MIAMI-DADE PROPERTY APPRAISER
IMPORTANT
MESSAGE
When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the
assessed value of the property may reset to full market value, which could result in higher property taxes. Please use our Tax Estimator to
approximate your new property taxes.
The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collectors website directly for additional
information.
Address Owner Name Subdivision Name Folio
SEARCH: 955 NE 98 ST
PROPERTY INFORMATION 0
Folio: 11-3206-014-3360
Sub -Division:
MIAMI SHORES SEC 2
Property Address
955 NE 98 ST
Miani Shores, FL 33138-2534
Owner
INVESTQUEST PARTNERS HOLDINGS INC
Mailing Address
175 SW 7 ST STE 2310
MIAMI, FL 33130
PA Primary Zone
1100 SGL FAMILY - 2301-2500 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT
Beds/ Bathsl Half 3/2/0
Floors
Living Units
Actual Area 2,940 Sq.Ft
Living Area 2,103 Sq.Ft
Adjusted Area 2,263 Sq.Ft
Lot Size 10,760 Sq.Ft
Year Built 1962
Featured Online Tools
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Assessments
Tax Comparison
Tax Estimator TRIM Notice
Suite
0000
Q
PA Additional Onine Tools Property Record Cards Properly Search Help
Property Taxes Report Discrepancies Report Homestead Fraud
Value Adjustment Board
ASSESSMENT INFORMATION 0 BENEFITS INFORMATION 0
Year 2017 2016 2015
Benefit Type 2017 2016 2015
Land Value $274,380 $237,796 $219,504
Non -Homestead Cap Assessment Reduction $33,478
Building Value $145,918 $147,095 $165,380
Note: Not all benefits are applicable to all Taxable Values (.e. County, School Board,
Extra Feature Value $2,799 $2.828 $2,174 City, Regional).
Market Value $423,097 $387,719 $387,058
Assessed Value $423,097 $387,719 $353,580 FULL LEGAL DESCRIPTION 0
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section A (general information)
Master Permit No. fl ( 3 (9 .,.:i r[ Process Na
Contractor's Name , - e y't-'�Q /�28. l_t_e, _•• •.-
Job Address 7 •5 .5 / e- ! • • ••• .
•
•
ROOF CATEGORY
.
.
,❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adheelv4 Set TIN.
d Asphaltic Shingles 0 Metal Panel/Shingles ❑ Wood Shittgldd/Shakes
❑ Prescriptive BUR-RAS 150 Are'ihe're: • .
Gas Vent ? . •
ROOF TYPE YesO•
•
Type: NaturalQ LPGX❑
New Roof ❑ Re -Rooting ❑ Recovering 0 Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
. •
. •
. .
4 • • • •
•
•
•
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow
scuppers and overflow drains. Include dimensions of sections and levels, clearly
identify dimensions of elevated pressure zones and location of parapets.
BLDG DEPT
SURIFCT TO COMPLIANCE WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
, ec: llactrCu
.
C
•
Florida Building Code 2010 Edition •
High Velocity Hurricane Zone Uniform Permit Application Form
Section C (Low Sloped Roof System'
Fill In Specific Roof Assembly Com •t ponents •
Fastener Spacing for AtachosiBass Sheet
and Identify Manufacturer Attachment
(If a component is not used. Identify as NA")" ' ' '
-system Manufacturer. Gaf Material Corporation Field 9 • oc @ • # Row ..2 a 9 • oc •
1
t �1
NOA No.; —' t o o 0 . Perimeter. 6 ' oc @ Lap, # Qawsjp Q sas: •
•
Marc Design Pressure, From the Specific NOA _52.5
System:
DeckType:_ plywood
otiska •4 ins •
Design Wind Pressures, From RAS 128 or Calculations: Comer • oc Lap , # R $
Pmax1. -42.8 Pm ; -71.7 Pam; _108.0 Number of Fasteners 1St Insulation •
Board • • •
•• • •
Field N/A Perimeter ACo+ner •
• • • --wire •
•
Illustrate Components Noted and •
Details as Applicable:
Gauge/Thickness' 5/8" Woodbloaking, Gutter; Edge Termination,
Stepping, Flashing. Continuous Cleat, Cant
Strip, Base Flashing, Counter- Flashing;
Coping, Etc.
Anchor/Base Sheet 8 No. of Ply(s): #75 glasShasendicate: Mean Roof Height, Parapet Height
Anctwr/8ase Sheet Fastener/Bonding Material:
1-1/4" rs nail 8Ain cap 1-58"
Stops: 0.50/12
Insulation Base layer N/A
Base insulation Size and Thickness: N/A
Base Insulation Fastener/Bonding Material; N/A
Top Insulation layer. NIA
Top Insulation Site and Thickness- N/A
Top insulation Fastener/Bonding Material: N/A
Base Sheet(s) & No. of Ply(s): N/A
Base Sheet Fastener/Bonding Material:
N/A
Ply Sheets) 8 No. of Ply(s): N/A
Ply Sheet FastenerBonding Materiel: N/A
Top Ply: Ruberoid SBS Heat -weld 170 FR
Top Ply Fastener/Bonding MaterfaL
heat fuzzed
Surfacing: N/A
Height of Base Flashing, Component Material,
Material Thickness, Fastener Type, Fastener
Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
••
Roof Mean Height: 5 20 ft.
Parapet Wall Height: nth /i.
Edge Metal Size & Gauge: Galrnnr:c•cl i -' Lure
Drip 26 Caw Fastened .•!"v/e With /' " Ring
Shank Nails
Wood Nailer Type: n/a :
Wood Nailer Attachment: Ida
Coping Metal Type: nth
Cleat Size: nth
Coping Metal Attachment: nth
Edge
Hetet
Tap Ply
r
9• Strip Mott Bit
2 Plies Glass Flask
Root Deck
� •
•
•
••.•
• •
..•.
•
•'
•
•
•
Thickness, Fastener Type, Fastener Spacing
tagc Nallable UccK
"Delivering ErceHence Eery Day"
Miami -Dade County Building Department Electronic Application
HIgh Velocity Hurricane Zone Roofing Permit Application Form
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, C t tr' , Base Flashing,
Counterflashing, Coping, Etc. $ •• •
•
••••'•• •
•
Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material
•
•
Or: Submit Manufacturers Details that Comply with RAS-111 and Chapter 16.
. Top Ply
Interplies
Base Sheet
Drip Metal
Roof Deck
Roof Mean Height:
Drip Metal:
. .
.. ..
•
•
•
•
... •
••
•
•
••
13" Face - 26 gauge galvanized metal
Surfacing:
n/a
Top Ply:
IRUBEROID SBS HEAT WELD 170 FR
Interplies:
I n/a
l
Base Sheet:
12 Plies # 75 Glassbase sheet
Deck Type:
15/8" plywood
Membrane: — One ply "Ruberold® Torch Smooth" or "Ruberold® Mop Smooth" or "Ruberold® Mop Smooth 1.5" or "Ruberurdry Mop
Smooth Plus" or "Ruberold® Dual Smooth."
Membrane: — One ply "Ruberold® Mop FR" or "Ruberoid® EnergyCap." Mop Pius FR."
56. Deck: NC Incline: 1
Insulation (Optional): — Polylsocyanurate, wood fiber, polite, glass fiber, any thickness, hot mopped or mechanically fastened.
Base Sheet: — One or more plies Type GZ "GAFGLAS® #75 Base Sheet", or "Tri-Ply® #75 Base Sheer, mechankany fastened.
Ply Sheet : — One or more plies "Ruberold® 20" or "Ruberoid® 20 HT" or "Ruberold® Dual Smooth" hot mopped In place. •
Membrane: — One ply "Ruberold® 5BS Heat Weld Plus FR" or "Ruberoidp SBS Heat Weld 170 FR" heat weldeil in place.
• • •
•
•
•
•
•••"•••
•
Bake Sheet: — Two or more piles Type GZ "GAFGLAS® #75 Base Sheet" or "Tri-Piy® #75 Base Sheer mechahi�ly fastened. •
Membrane: — One ply "Ruberold® SBS Heat Weld PIus.FR" or "Ruberold® SBS Heat Weld 170 FR"heal welded In place. • • •
58. Deck: NC Inelino: 1/2 • • • •
• • • •
•• •• ••
Base Sheet: — "Ruberald® Mop Smooth" or "Ruberold® Mop Smooth 1.5" or "Ruberold® Mop Smooth Plus" of "matt* Dual SnR,oth-
hot mopped or "Ruberold® SBS Heat Weld Smooth" heat welded. • • • •
Membrane: — "Ruberold® SBS Heat Weld Plus FR" or "Ruberold® SBS Heat Weld 170 FR" heat welded.
59. Deck: NC Incline: 1/2
•
•
•
•' •
••.••••
• •
• •
•
••
• • • • •
• • •
•• • • • • • • •
• •
••
Insulation (optional): — Polyisocyanurate, uniform thickness of tapered minimum 1 !/ -In. mechanically fastened or adhered with Ot4G
Inc. "Olybond Fastening System"
Barrier Board: — Minimum ya-In. thick GP Gypsum Corp. "DensDeck® Rootboard" or "DensDeck Prime® Rootboard" or "DensDeck
DuraGuard'" Roofboard" or minimum y"-in. thick United States Gypsum Corp. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK®
Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc "Olybond Fastening System"
Base Sheet: — 1 ply "Uberty SBS Self -Adhering Base/Ply Sheet" or "Ruberold® SA Base/Ply Sheet" self adhered
Ply Sheet: — 1 ply "Rubberoid SBS Heat Weld 25" heat fused
Membrane: — 1 ply "Ruberoid® SBS Heat Weid Plus FR" or "Ruberoidp SBS Heat Weld 170 FR" heat fused
60. Deck: C-I5/32 incline: 1/2
Insulation (optional): — Polyisocyanurate, uniform thickness of tapered minimum 11/2rin. mechanically fastened or adhered with OMG
"Olybond Fastening System"
Barrier Board: — Minimum 'A -In. thick GP Gypsum Corp. "DensDeck® Roofboarcr or "DensDeck Prime® Rootboard" or "DensDeck
DuraGuard" Rootboard" or minimum' -In. thick United States Gypsum Corp. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK6
Glass -Mat Roof Board" (Type SGMR)c) with ail butt joints in the barrier board staggered a minimum of 6-in. from plywood deck butt joint::
mechanically fastened or adhered with OMG Inc. "Olybond Fastening System"
Base Sheet: — 1 ply "Uberty 58S Self -Adhering Base/Ply Sheet" or "Ruberold® SA Base/Ply Sheet" self adhered
Ply Sheet: — 1 ply "Rubberold SBS Heat Weld 25" heat fused
Membrane: — 1 ply "Ruberoid® 585 Heat Weld Plus FR" or "Ruberoid® SBS Heat Weld 170 FR" heat fused
61. Deck: C-1S/32 Incline: 1
Barrier Board: — Minimum 1/2-In. thick GP Gypsum Corp, "DensDeck® Rootboard" or "DensDeck Prune® Rootboard" or "DensDeck
DuraGuord'" Rootboard" or minimum'/. -In. thick United States Gypsum Corp. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK®
Glass -Mat Roof Board" (Type SGMRX) with all butt joints in the barrier board staggered a minimum of 6-111. from plywood deck butt joints
mechanically fastened
Base Sheet: — 1 ply "GAFGLASS 075 Base" or'Tri-Piy@ #7S Base Sheet" mechanically fastened
Membrane: — 1 ply "Ruberoid® Torch FR" heat welded
62. Deck: NC Incline: 2
Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, perliteJpolyisocyanurate composite, wood
fiber/polyisocyanurate composite, any thickness mechanically fastened or adhered with any UL Classified insulation adhesive. -
Base Sheet: — One ply Type G2 "GAFGLAS® #7S Base Sheet"or'Tri-Ply® #75 Base Sheet", or "GAFGLAS® Ply 6" fully adhered with hot
roofing asphalt.
Ply Sheet (optional)t — Three or more plies Type G1 "GAFGLAS®'Ply a" or "Tri-Ply® Ply 4", or "GAFGLASO ply 6" fully adhered with hot
roofing asphalt.
Membrane (optional): — "Ruberoid® Mop Plus Granule" or "Ruberold® Mop Granule" or "Ruberoid® 30" or 7 Ruberoid® 30 FR" or
"Ruberoid® 30 FR HT" or "Ruberoid® EnergyCap'" S8S 30 FR" or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or
"Ruberoid® Mop Smooth Pius" or "Ruberoid® Mop 170" or "Ruberoid® Mop 170 FR" or "Ruberoid® Dual Smooth" fully adhered with hot
roofing asphalt or "Ruberold® S135 Heat Weld 170 FR" or "Ruberoid® SBS Heat Weld Plus FR" or "Ruberoid® SBS Heat Weld Smooth" heat
fused
Surfacing: — Roofing gravel applied at 400-Ibs/100-ft2 embedded into a Hood coat of hot roofing asphalt or No. 10 White Aggregate
applied at a rate of 200-I11s/100-ft2 embedded into "Fire Shield Mi3" applied at 21/2 - 3-gal./ 100-ftt.
Top Surfacing: — "EnergyCote`^," applied at 0.5 - 1.0-gal./100-ft2.
http J/database. ul.com/cgi-bin/XYV/template/LISEXT/ 1 FRAME/sho w gag e. html?naive=TG... 4/5/2011
M!AMlOADE
COUNTY
"Delivering Excellence Every Day"
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 designated space indicates that the item
has been 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 ' m of the agreement between the owner and the contractor.
2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be.
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of'the Florida
Bull g Code. (The roof deck is usually concealed prior to removing the existing roof sys:tem): ;
_ il 3. Common roofs: Common roofs are those which have no visible delineation b'e4Ween neighbooCing :
uni (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing eppiuctor atWQldt'
o ' er should notify the occupants of adjacent units of roofing work to be performed. • . • .
4. Exposed ceilings: Exposed, open beam ceilings are where the underside of thtvopfideckingvan be • .
viewed from below. The owner may wish to maintain the architectural appearance; therefbre, r6ofind o •
penetrations of the underside of the decking may not be acceptable. The owner provides th pptn of mai : ' ing this 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
roofi system is removed. Ponding conditions should be corrected.
! 1 6. Overflow scuppers (wail outlets): It is required that rainwater flow off so that the roof is not
overloaded from a build 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 e requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
fifil7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly (the b%"elf). The existing amount of attic ventilation shall not be
reduced.
Owner's/Agent's Signa Date: l ( /
Contractor's Signature: Permit Number.
Property Address: q S S rt'✓G 1 I
i
/
MIAMI.DADE
COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF
1 Campus Drive
Parsippany, NJ 07054
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).
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786)315-2590 F (786) 315-2599
www.miamid:ldc.eov/economti
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 DadeCounty),
reserve the right to have this product or material tested for quality assurance purposes .lfElks prods t o.:.
material fails to perform in the accepted manner, the manufacturer will incur the exponsevt'such testing
and the AHJ may immediately revoke, modify, or suspend the use of such product or.metel1al within •
their jurisdiction. RER reserves the right to revoke this acceptance, if it is determinecj bp'IVl�ami-DQ�de.:.
County Product Control Section that this product or material fails to meet the requiremisMs of the
applicable building code. • • • .
.. .. ..
This product is approved as described herein, and has been designed to comply with ttietllerida Building
Code including the High Velocity Hurricane Zone of the Florida Building Code. •
•
DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof •
System for Wood De�iCs. • • • ...
•
•
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. 14-0611.01 and consists of pages 1 through 30.
The submitted documentation was reviewed by Jorge L. Acebo.
MIAH I.DADE COUNTY
APPROVED
NOA No.: 14-1030.02
Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 1 of 30
Membrane Type:
Deck Type 1:
Deck Description:
System Type E(2):
APP/SBS Heat Weld
Wood, Non -insulated
19/32" or greater plywood or wood plank decks
Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier:
(optional)
Base sheet:
Fastening
Options:
MANMADE COUNTY
FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck
Protection or Securock® Gypsum -Fiber Roof Board.
GAFGLAS® #80 Ultima' Base Sheet, GAFGLAS' Stratavent® Eliminator'
Nailable Venting Base Sheet, Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid®
SBS Heat -Weld"' Smooth or Ruberoid® SBS Heat -Weld' 25 mechanically
fastened to deck as described below;
GAFGLAS® Ply 4, GAFGLAS® FlexPly" 6, GAFGLAS® #75 Base Sheet or an
of above base sheets attached to deck with approved annular ling shank nags an •
tin caps at a fastener spacing of 9" o.c. at the lap staggered and•i,i tvm row/ 1?'.: • •
o.c. in the field.•
•
(Maximum Design Pressure —45 psf. See General Limitaiiolf#7)• • •
GAFGLAS® Ply 4, GAFGLAS FlexPly'" 6, GAFGLAS® #75 $aseS"heet or any •
of above base sheets attached to deck with Drill -Tee" 412 Faeterei,prill-Fao"' •
#14 Fastener or Drill-Tec' XHD Fastener and Drill-Tec"' 3"•SteeloPlate, Drill- • •
Tec"' AccuTrac® Flat Plate or Drill-Tec' AccuTrac® RecesseltiPlm installed •
12" o.c. in 3 rows. One row is in the 2" side lap. The other rdws are equab..;.
spaced approximately 12" o.c. in the field of the sheet. •
(Maximum Design Pressure —45 psiSee General Limitation if1) •• "'•
GAFGLAS® FlexPly"' 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 psi: See General Limitation #7}
GAFGLAS®#80 Ultima' Base Sheets, Ruberoid®20, Ruberoid®Mop Smooth,
base sheet 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 —60 psf. See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with
Drill-Tec" 412 Fastener, Drill-Tec' 414 Fastener or Drill-Tec' XHD Fastener
and Drill-Tec' 3" SteeI Plate, Drill -Tee" AccuTrac® Flat Plate or Drill-Tec'
AccuTrac® Recessed Plate installed 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)
NOA No.: 14-1030.02
Expiration Date: 11/06/18
Approval Date: 11 /OS/ 1 S
Page 28 of 30
� •
•
•
•
•
Fastening Any of above base sheets attached to deck approved annular ring shank nails and
Options: 3" inverted Drill-Tece' insulation plates at a fastener spacing of 9" o.c. at the 4"
(Continued) lap staggered in two rows 9" in the field.
(Maximum Design Pressure —60 psi: See General Limitation #7)
GAFGLAS° #75 Base Sheet or any of above base sheets attached to deck with
Drill-TecT" #12 Fastener, Drill-Tec' #14 Fastener or Drill-Tec"' XHD Fastener
and Drill-Tec' 3" Steel Plate, Drill-Tec' AccuTrac® Flat Plate or Drill-Tec"'
AccuTrac® Recessed Plate installed 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: (Optional except over Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid® SBS
Heat -Weld"' Smooth or Ruberoid® SBS Heat -Weld' 25) One or more plies
GAFGLAS® Ply 4 or GAFGLAS® FlexPlym 6 sheet adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 Ibs.IIq. or.
Ruberoid®Torch Smooth torch applied according to rnanufacjurer's applicpt'rbti• •
instructions. . . .
Membrane: One ply of Ruberoid®Torch Smooth, Ruberoid® Torch GrantrlenteefMatCi • • • •
APP Modified Granular, Ruberoid EnergyCapm Torch Grart/18 F, Ruberoid° •
EnergyCapT"' Torch Plus FR, or Ruberoid®Torch FR torch Wiledaccord r ci. '
manufacturer's application instructions. "• • • •
Or •••• ••
•
•
One or more plies of Ruberoid® SBS Heat -Weld' Plus, Ruberpiicr.§BS Heat-. • •
•
Weld' Plus FR, Ruberoid® SBS Heat -Weld' 170 FR, Ruberpid4EQergyC,Ar • •
SBS Heat -Weld' Plus FR, Ruberoid® SBS Heat -Weld' Graqule, guberoia®S'1M
Heat -Weld' Smooth and Ruberoid® SBS Heat -Weld' 25 apl3lir;da4cordingpto . . •
manufacturer's application instructions. '
•
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.
l . Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat
of Approved asphalt at 60 lbs./sq.
2. GAFGLASa Mineral Surfaced Cap Sheet, Tri-Ply® Mineral Surfaced Cap Sheet
or GAFGLAS®EnergyCap" 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.
3. Topcoat®Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat®
Membrane) or Topcoat® Surface Seal SB applied at 1 to1.5 gal./sq.
Maximum Design
Pressure: See Fastening Options
MIAMI.DADE COUNTY
APPROVED
NOA No.: 14-1030.02
Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 29 of 30
WOOD DECK SYSTEM LIMITATIONS:
I A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FIexPIyTM 6 when used as a
mechanically fastened base or anchor sheet.
2. Minimum ' " DensDeck ' Roof Board or %Z" 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 closed
foam insulations when the base sheet is fully mopped. If no recovery board is usid tiag base sheet •
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 2d" o c.; or ;tier•: • •
mopped 8" ribbons in three rows, one at each side lap and one down the center ortilo sheet alrowigg •
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6";bi ai shall by ••
•
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of pi,tbgt'systerp ttll•
be at a minimum rate of 12 Ibs./sq. Note: Spot attached systems shall be limfedtea maximum. '•
design pressure of -45 psf. .
t�o
5. Fastener spacing for insulation attachment is based on a Minimum Characteristio,Fee•(F') value ef••
275 lbf., as tested in compliance with Testing Application Standard TAS 105. Ifrthe fastener ••
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 att&dhmi3nt is b'd';l�d : •
on a minimum fastener resistance value in conjunction with the maximum design value listed within'
a specific system. Should the fastener resistance be Tess than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered
Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed
by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant
(When this limitation is specifically referred within this NOA, General Limitation #9 will not
be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs
shall conform to Roofing Application Standard RAS 111 and applicable wind Toad 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.)
W. 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
MIAMI.DADE COUNTY
APPROVED
NOA No.: 14-1030.02
Expiration Date: 1I/06/18
Approval Date:.11/05/15
Page 30 of 30