RF-17-1841 ,yr► �.r�, Miami Shores Village MDT
p"10050
10050 N.E.2nd Avenue NE M1 1i"' 3"p"GI� r
Miami Shores,FL 33138 0000 � �
i I P 0.
Phone: (305)795-2204
,, , 112012th 7 Expiration: 01/16/2016
Project Address Parcel Number Applicant
1090 NE 104 Street 1122320290190
RICHARD E MELLETT
Miami Shores, FL 33138- Block: Lot:
Owner Information Address Phone Cell
RICHARD E MELLETT 1090 NE 104 (305)984-7069
MIAMI SHORES FL 33138-
1090 NE 104
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 2,000.00
ALL FLORIDA CONSTRUCTION COMF (305)799-7507 Total Sq Feet: 40
Type of Work:Repair Available Inspections:
Additional Info:FLAT ROOF LEAK REPAIR Inspection Type:
Classification:Residential Roof Repair
Scanning:3 Final Roof
Review Roof
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.20 Invoice# RF-7-17-64615
DBPR Fee $2.00 07/20/2017 Credit Card $66.20 $50.00
DCA Fee $2.00
Education Surcharge $0.40 07/18/2017 Credit Card $50.00 $0.00
Permit Fee-Repairs $100.00
Scanning Fee $9.00
Technology Fee $1.60
Total: $116.20
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 th t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and r ,I authorize the above-named contractor to do the work stated.
July 20, 2017
horized ature: ner / Applicant / Contractor / Agent Date
Building Department Copy
July 20,2017 1
Miami Shores Village
DECEIVED
��k�`\( Building De
g artment p Jul is 2017
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBCC 20 I-1
BUILDING Master Permit No.-444-:4��"1
PERMIT APPLICATION sub Permit No.--------------------------
❑BUILDING ❑ ELECTRIC FN� ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL
PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 1090 N E 104 Street
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: 11-2232-029-0190 Is the Building Historically Designated:Yes NO X
----------- ---------
-------- ------
Occupancy Type: RES Load: -------- Construction Type: Flood Zone: BFE: - QQ FFE: -
OWNER:Name(Fee Simple Titleholder):Erika Batey & Richard E. Mellett Phone#: �t '`�Q7l
Address: 1090 NE 104 Street
City: Miami Shores State: FL Zip: 33138-2656
Tenant/Lessee Name: -----------------------------------------------------------------------Phone#:-------------------------
Email: -------------------------------------------------------------------------------------------------------------------------------
CONTRACTOR:Company Name: All Florida Construction Co Phone#: (305) 799-7507
Address: 3701 W McNab Road, Suite E-365
City: Pompano Beach State: FL Zip: 33069
Qualifier Name: Charles E. Joseph, Sr. Phone#: (305) 799-7507
State Certification or Registration#: CGCO05798 Certificate of Competency#: ----------------------------
DESIGNER:Architect/Engineer: -------------------------------------------------------------- Phone#: --------------------------
Address:------------------------------------------------------------------City: ---------------------State: ----- Zip: -------
Value of Work for this Permit:$2,000.00 Square/Linear Footage of Work: 40
Type of Work: ❑ Addition ❑ Alteration ❑ New Q Repair/Replace ❑ Demolition
Description of work: Flat Roof Leak Repair
Specify color of color thru tile:
Submittal Fee$ 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$ �J GSI
(Revised02/24/2014)
, .0
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$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature
OWNER or GENT CONT CTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was ack edged before me this
17th day of JUIy 20 17 by 17th day of JUIy .20 17 by
a AGl 5of4eYwho is personally known to Charles E. Joseph, Sr. who is personally known to
me or who has produced FDL as me or who has produced PK as
identification and who did take a oath. identification and who did take oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign:
Print: Jorge Zaragozi Print: Jorge Zaragozi
Seal:cog:"�e�, JORGEZARAGOLI Seal: a�rern�e�, JORGEZARAGM
2 .•"•. c+ .•.... n
* *MY COMMISSION#GG 056711 + *MY COMMISSION#GG 056711
e� EXPIRES:January 17,2021 �9. cQ EXPIRES:January 17,2021
FOF FL�p B011d$d T1'UU 8t FOi FL�� S071d8d Th(U
k kk k k k*k k k k*k+k k k k#Nk k *k ek k kffik afk*k ye*8e&tle k k k k Mt&&#kk k&k k k4ak kbSk k Be kMR#k R 7k k k k k ye k k k okek ek k 8e y8e 8e Ne ek ye*ek
APPROVED BY w �� Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
a
dTMEn��
STATE Of FLORIDA;lzw�.,V W--
Certificate No. G-05798
Qlanstructtan �hAustrg 'iW* mqm* s j0varA
�Ie it knufiin by all Mtn that
CHARLES E JOSEPH
lalling AulV aquolifitA furitten
examination unA through intrrstigotion
of character is htrtbg certified
to practice
GENERAL CONTRACTING
throughout the Mote of AloriAa
Witnm ow heads and seal of the Board,dated Tallahassee,Fla
r
• • ✓ I 1
GOVERNOR
EXECUTIVE DIRECTOR
The 2016 Florida Statutes
Title XXXII Chapter 489
REGULATION OF PROFESSIONS AND OCCUPATIONS CONTRACTING
489.113 Qualifications for practice; restrictions.—
(1) Any person who desires to engage in contracting on a statewide basis shall, as a prerequisite
thereto, establish his or her competency and qualifications to be certified pursuant to this part. To
establish competency, a person shall pass the appropriate examination approved by the board and
certified by the department. Any person who desires to engage in contracting on other than a
statewide basis shall, as a prerequisite thereto, be registered pursuant to this part, unless
exempted by this part.
(2) No person who is not certified or registered shall engage in the business of contracting in
this state. However, for purposes of complying with the provisions of this chapter, a person who is
not certified or registered may perform construction work under the supervision of a person who is
certified or registered, provided that the work is within the scope of the supervisor's license and
provided that the person being supervised is not engaged in construction work which would require
a license as a contractor under any of the categories listed in s. 489.105(3)(d)-(o). This subsection
does not affect the application of any local construction licensing ordinances. To enforce this
subsection:
(a) The department shall issue a cease and desist order to prohibit any person from engaging in
the business of contracting who does not hold the required certification or registration for the work
being performed under this part. For the purpose of enforcing a cease and desist order, the
department may file a proceeding in the name of the state seeking issuance of an injunction or a
writ of mandamus against any person who violates any provision of such order.
(b) A county, municipality, or local licensing board created by special act may issue a cease and
desist order to prohibit any person from engaging in the business of contracting who does not hold
the required certification or registration for the work being performed under this part.
(3) A contractor shall subcontract all electrical, mechanical, plumbing, roofing, sheet metal,
swimming pool, and air-conditioning work, unless such contractor holds a state certificate or
registration in the respective trade category, however:
(a) A general, building, or residential contractor, except as otherwise provided in this part,
shalt be responsible for any construction or alteration of a structural component of a building or
structure, and any certified general contractor or certified underground utility and excavation
contractor may perform clearing and grubbing, grading, excavation, and other site work for any
construction project in the state. Any certified building contractor or certified residential
contractor may perform clearing and grubbing, grading, excavation, and other site work for any
construction project in this state, limited to the lot on which any specific building is located.
(b) A general, building, or residential contractor shall not be required to subcontract the
installation, or repair made under warranty, of wood shingles, wood shakes, or asphalt or fiberglass
shingle roofing materials on a new building of his or her own construction.
(c) A general contractor shall not be required to subcontract structural swimming pool work. All
other swimming pool work shall be subcontracted to an appropriately licensed certified or
registered swimming pool contractor.
(d) A general contractor shall not be required to subcontract the construction of a main
sanitary sewer collection system, storm collection system, or water distribution system, not
including the continuation of utility lines from the mains to the buildings, and may perform any of
the services, on public or private property, for which a license as an underground utility and
excavation contractor is required under this part.
(e) A general contractor shall not be required to subcontract the continuation of utility lines
from the mains in mobile home parks, and such continuations are to be considered a part of the
main sewer collection and main water distribution systems.
(f) A solar contractor shall not be required to subcontract minor, as defined by board rule,
electrical, mechanical, plumbing, or roofing work so long as that work is within the scope of the
license held by the solar contractor and where such work exclusively pertains to the installation of
residential solar energy equipment as defined by rules of the board adopted in conjunction with
the Electrical Contracting Licensing Board.
(g) No general, building, or residential contractor certified after 1973 shall act as, hold himself
or herself out to be, or advertise himself or herself to be a roofing contractor unless he or she is
certified or registered as a roofing contractor.
ALLORIOA CONSTRUCTION COo
CHANLF.S E msm Corttractm
Stole Cert.CGC00W98
PROPOSAL SUBMITTED TO
NAME ERIKA BATEY&RICHARD E.MELLETT
STREET 1090 NE 104 STREET
CITY MIAMI SHORES DATE 07/16/2017
STATE FI.33138-2656
TELEPHONE REROOF X NEW ROOF
SCOPE OF WORK: 40 ftz TILE ROOF REPAIR
JOB SITE: 1090 NE 104 STREET,MIAMI SHORES,FL 33138-2656
X Taloa offeaosting roof down to a workable surface and dispose of it
Replace up to lineal feet of rotten wood included in the contract price.Any sheeting exceeding the
allowed amount will be charged per square foot.Fascia is to be replaced A per lineal foot
X Install ONE layer of—30#_asphalt saturated base sheet shingling manner with tincaps.
_All soil studs plumbing pipe ping through the roof shall receive new lead covers.
_X_InMU new 26 gauge galvanized eavedrip and valleys or gravel sap.
_XInstall new fiberglass shingles fungus resistant for_years,color to be owner's choice
Install one layer of PEEL&STICK UNDERLAYMENT
Tile set in appropriate mortar base.
XTilel set in appropriabe foam base.
151e set in rail on system.
—Two layers of fiberglass ply felt set in hot asphalt
Flood coat of hot asphalt into which felt is embedded.
_Paint aluminum on surface for sun reflection.
Install Modified Bitumen in hot asphalt as final roof cover.
X REPLACEMENT TILE TO MATCH EXISTING
X_T�^..JO(21 YR CONTRACTOR WARRANTY ON LABOR-MANUFACTURER WARANTS MATERIALS
XPERMIT AND INSPECTION BY MIAMI SHORES VILLAGE
All material is guaranteed to be specified and the above work to be performed in accordance to
specifications submitted Work shall be comply in substantial workmanlilm manner for the sum of
$2.000.00
With payments to be made as follows: 50% DEPOSIT
50% (a7 SUBSTANTIAL COMPLETION
All material is guaranteed to be as specified All work is to be completed in a worlananlike man=
according to standard practices as of the South Florida Building Code.Any deviation,alteration,or
addition from the above will involve extra costs which will be creraned only upon written work order from
the owner.All agreements contingent upon strikes,accidents weather or delays are beyond our control.
You,the owner,most pry fire,hurname,tomado and other necessary insurance for the above work We,
the contractor,will cover Worm's Compensation and Public Liability tnsnrance.You,theowner,will
bre responsible for all legal expenses that may occur or emerge in case of litigation or dispute over any
aspect of this contract
ACCEPTANCE OF PROPOSAL
I,the owner,understand that upon endorsement by the contractor,the proposal will be considered accepted
and become binding on the Cannactor and Owner alder the terms and agreements as outlined in the
proposal.I consider the above prices,specifications,and conditions satisfactory.L hereby,accept the
proposal.You,the Contractor,are authorized to do the work as specified.Payment will be made as outlined
above.All amounts overdue Will accrue 1'halo interest per month.
o Date of Acceptance Owner's Signature�A
Representative's signabae Owner's Si
Acceptance of Proposal of the alcove prices,specifications and conditions must be approved by the
Contractor's endorsement below.
Acceptedby Date D7�/�!7
3701 W McNAB ROAD,SUITE N°E-365,POMPANO BEACH,FL 33069 1 FREDY(786)234-6529
Property Search Application-Miami-Dade County Page 1 of 1
go
OFFICE OF THE PROPERTY APPRAISER
� M
Summary Report
Generated On:7/18/2017
Property Information
Folio: 11-2232-029-0190
Property Address:
1090 NE 104 ST 1
Miami Shores,FL 33138-2656 " , r ,
RICHARD E MELLETT JTRS
Owner
ERIKA BATEY JTRS `
1090 NE 104 STREET � �E
Mailing Address r
MIAMI SHORES,FL 33138 USA �
PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ i-
Primary Land Use
0101 RESIDENTIAL-SINGLE m
FAMILY:1 UNIT ,
f
Beds/Baths/Half 3/2/0
r;.
Floors 1
Living Units 1
Actual Area 2,208 Sq.Ft � k els ,I: •;
Living Area 1,672 Sq.Ft
Adjusted Area 1,931 Sq.Ft Taxable Value Information
Lot Size 8,250 Sq.Ft 2017 2016 2015
Year Built 1951 County
Exemption Value $50,000 $50,0001 $50,000
Assessment Information Taxable Value 1 $333,6121 $325,7221 $323,111
Year 2017 2016 2015 School Board
Land Value $288,964 $288,964 $251,303 Exemption Value $25,000 $25,000 $25,000
Building Value $120,494 $120,494 $120,494 Taxable Value $358,612 $350,722 $348,111
XF Value $1,507 $1,522 $1,314 City
Market Value $410,965 $410,980 $373,111 Exemption Value $50,000 $50,000 $50,000
Assessed Value $383,612 $375,722 $373,111 Taxable Value $333,612 $325,722 $323,111
Regional
Benefits Information Exemption Value 1 $50,000 $50,000 $50,000
Benefit Type 2017 2016 2015 Taxable Value 1 $333,612 $325,722 $323,111
Save Our Homes Assessment
Cap Reduction $27,353 $35,258 Sales information
Homestead Exemption $25,000 $25,000 $25,000 Previous Price OR Book- Qualification Description
Second Homestead I Exemption 1 $25,000 $25,000 $25,000 Sale Page
Note:Not all benefits are applicable to all Taxable Values(i.e.County, 01/17/2014 $430,000 29018- Qual by exam of deed
School Board,City,Regional). 2251
04/01/2002 $206,000 20377 Sales which are qualified
Short Legal Description 1291
EVENINGSIDE PB 44-53 09/01/2000 $150,000 19312- Sales which are qualified
LOT 5 BLK 2 1 3116
LOT SIZE 75.000 X 110 16261- Sales which are disqualified as a result
OR 20377-1291 04 2002 1 01/01!1994 $0 1865 of examination of the deed
The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser
and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hfp://www.miamidade.gov/info/disclaimer.asp
Version:
http://www.miamidade.gov/propertysearch/ 7/18/2017
. ... . . ...
% .. . . . % .. .
. . . . . . . . . .
• Florida Building Codg bit FdRi h (2014)
High-Velocity Hurricane Zone Uniform Permit Application Form.
. ... . . • •••
Section R (General IrMrwelon�,•
• • . • • • •
•
. . ... ••• •
Master Permit No. Process No.
•• • • • •• ••• ••
Contractor's Name ALL FLORID. bbtrS?I mCTION
Job Address 1090 NE 104 STREET see
ROOF CATEGORY
® Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
Shingles
❑ Prescriptive BUR-RAS 150 Gas Vent ❑ Yes ® No
ROOF TYPE
® New Roof ❑ Reroofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM
INFORMATION
Low Slope Roof Area(SF) 40 Steep Sloped Roof Area(SF) - 0 - Total (SF) 40
Section B (Roof Plan)
Sketch Roof Plan:Illustrate all levels and sections,roof drains,scupper,overflow scuppers and overflow drains.
Include dimensions of section and levels,clearly identify dimensions of elevated pressure zones and locations of
parapets.
....................... :........y.......0.......0'..
= .. t.f77
RECEIVED
Q a
,
:.......:.......:........ . : .... ... ...
.JUL 1 �1� m
...
.......:. m. �.. n
.... _
yj.....:.......:........'........:..... ... ... - ... ... ...
... ... ... .............. ... ... ....K.... .. ... .T i� ,
... ... ... ... ... ................- U ll"1`1
......i.......:.......:;......:;..... ... ................ .. ... _
..:.. ..:...
.... 00
FT-i m
... . .....M.
.......i........`........:.......:.... ... ... ..
-.<....... ................... ... .. ...
FO
FBC Sth Edition (20,W Roof Permit Farm
Section C Page:(Lovr S14pe:BW W&Sistems)
. . ... . . . . ...
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 Materials Corp orati on•• • • •• ••• Base Sheet(s)
GAFGLASO 75#(2)
Product Approval(NOA): 14-1030.02 NOA System Type: • �
IMnd Uplift PtessuCes,Fratta RAS 128 or Sealed Calculations: Base Sheet Fastener/ Bonding Material:
•• • • • E. .•. •.11/4"Ring Shank Nails I Tin Capped
(P1) Field: -42.8 psf (P2),Perimeters: -71.7 psf
:11: • • •• • • Ply Sheet(S):
P3}Cornersr -108.0 � i i •
• • • • • •
psf ••
n/a
Maximum Design Pressure From NOA: -52.5 psf Ply Sheet Fastener/Bonding Material:
(132)Perimeter(a')Size: ®3 ft.I(P3)Comer Size: a'1 3 1(x) a' 3®
n/a
Roof Slope: 1/4" Roof Mean Height: Top Ply Sheet:
Parapet Walls: E]Yes Parapet wall Height: ft
✓ No Ruberoid®SBS Heat-Weld'FR 170
—5/8"Plywood Deck—
Top Ply Sheet Fastener/Bonding Material:
LWIC Manufacturer: n/a
Heat-Weld Torch Applied
Compressiven/a psi Support Spacing: ft.o/c
Strength: Optional Surfacing:
Existing Roof(For Recovers Only):
n/a n/a
ire Barner: Fastener Spacing for Base Sheet Attachment:
n/a
Vapor Barrier: Lap Spacing
n/a (P1)Field: Elin.o/c EIRow Elin.o/c
Anchor Sheet: (P2)Perimeter: in.o/c 4�Row(s) F 6 ]in.o/c
n/a (P3)Comer: F-6]in.o/c F 4 ]Row(s) F 6]in.o/c
Anchor Sheet Fastener/Bonding Material:
n/a Wood Nailer Typeand Size:
Insulation Base Layer Size&Thickness: n/a
n/a Wood Nailer Fastener Type and Spacing:
Insulation Base Layer Fastener/Bonding Material: n/a
n/a
—Galvanized Edge Metal—
Insulation Top Layer Size&Thickness:
—3"Face 26 Gauge—
n/a
Insulation Top Layer Fastener/Bonding Material: —SELECT EDGE METAL HOOK STRIP SIZE—
n/a Edge Metal Attachment:
Number of Fasteners per Insulation Board: 11/4"Ring Shank Nails
Field: n/a Perimeter: n/a Corner: n/a —SELECT PARAPET WALL COPING MATERIAL—
—SELECT COPING METAL SIZE OR THICKNESS-
-SELECT COPING METAL HOOK STRIP SIZE—
Parapet Coping Metal Attachment:
n/a
Section C2
%
• %
• ••• • • • •••
•• • • • •• •
• • • • •••• • • • •
• • • • • • • •
FBC Ah Eifion t2A1i)
. ••• . • . •••
. . . .. . . .. .
• • • • • • • •
• • ••• • ••• •
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Terminations/Stripping/Fras6ioi.oCo4finuous Cleat, Cant Strip, Base
Flashing, Counterflashing, Coping, Etc.
•• • • • • • ••• ••
Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material
Thickness, Fastener Type, Fastener Spacing
Or: Submit Manufacturers Details that Comply with RAS-111 and Chapter 15 HVHZ, FBC.
RUBEROIDO SBS HEAT-WELDTM
FR 170
GAFGLASO #75 Of
BASE SHEET (2) FT.
120 + 80 STRIPS Parapet
ME
PLY 4 OVER TAL '_J Q(g h}
if �. 10 ,
5/ 8 WOOD Mean
Roof
31° face 26 ga. Height
GALANI ZED METAL eid+ ,
DRIP EDGE
.. .. . . . .. .. .
. . . .
•.. .. . . . .
• .
• ••• • • • •••
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONE•S•—jtEQUjREDOWNERS NOTIFICATION FOR ROOFING
'.CONXD9RkJlQNJ. '.
R4402.13.1 Scope.As it pertains to the sec$on,As the respons1%WV5f rMfing contractor to provide the owner
with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section
R4402 govern the minimum requirements and standards of the industry for roofing system installations.
Additionally,the following items should be addressed as part of the agreement between the owner ant the
contractor.The owner's initial in the designated space indicates that the item has been explained.
1. �--�—L Aesthetics-Workmanship:the workmanship provisions of Section R4402 are for the purpose of
providing that the roof system meets the wind resistance and water instruction 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 agreement between the owner and the contractor.
2. Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be
renail h;accordance with the current provisions of Section R4403.(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 between neighboring
units(i.e.,townhouses,condominiums,etc.)In buildings with common roofs,the roofing contractor and/or
owner should notify the occupants of adjacent units of roofing to be performed.
4. posed Ceiling:Exposed,open beam ceilings are where the underside of the roof decking can
be vie 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.
5. Ponding water.The current roof system and/or deck of the building may not drain well and may
cause water to pond(accumulate)in low-lying areas of the roof.Pounding can be an indication of structural
distress and may require the review of a professional structural engineer.Pounding may shorten the life
expectancy and performance of the new roofing system.Pounding conditions may not be evident until the
original roofing system is removed.Pounding conditions should be corrected.
6.UZ Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not
ovedoaded from a buildup of water.Perimetededge wall or other roof extension may block this discharge if
overflow scuppers(wall outlets)are not provided.It may be necessary to install overflow scuppers in
accordance with the requirements of Sections R4402,R4403 and R4413.
7. Ventilation:Most roof structures should have some ability to vent natural airflow through the
interior of the structure assembly(the building itself).The existing amount of attic ventilation shall not be
reduced.It may be beneficial to consider additional venting which can result in extending the service life of the
f.
&M /14--.am .' F
Owner/Agent's nature Date ;tractor Sig a e Date
Revised on 719/2009 ID
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . . . ... . . .
. . ... . . . . ...
MIAMI•DADE) J' MIAMI-DADE COUNTY
• ;! ,•, "; „ ,', „ "; PRODUCT CONTROL SECTION
,' • ; ,', ' ; ,' 11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECO:ib*IC REWIJRtA(RM. ; Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NQAJ www.miamidade.gov/economy
GAF
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1 Campus Drive •
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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).
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 Ruberoid®Modified Bitumen Roof System 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. 14-0611.01 and consists of pages 1 through 30.
The submitted documentation was reviewed by Jorge L.Acebo.
ILYJ
NOA No.:141030.02
MIAMbQADECOUNTY Expiration Date: 11/06/18
-APPR• ► Approval Date: 11/05/15
Page 1 of 30
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Membrane Type: APP/SBS Heat Weld
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Deck Type 1: Wood,Non-insulate? •
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Deck Description: 19/32"or greater plywood or wood Blank decks*
System Type E(2): Base sheet mechanic4 jy fa4tengd. .• ••• ••
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All General and System Limitations shall apply ••
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Fire Barrier: FireOut7 Fire Barrer Coating,VersaShield®Fire-Resistant Roof Deck
(optional) Protection or Securock®Gypsum-Fiber Roof Board.
Base sheet: 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;
t
ening GAFGLAS®Ply 4,GAFGLAS®F1exPly�°'6,GAFGLAS®#75 Base Sheet or any
tions: 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 lap staggered and in two rows 12"
o.c. in the field.
(Maximum Design Pressure—45 psf.See General Limitation#7)
GAFGLAS®Ply 4,GAFGLAS FlexPlyTm 6,GAFGLAS®#75 Base Sheet or any
of above base sheets attached to deck with Drill-Tec'#12 Fastener,Drill-Teo'
#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
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®F1exPly-"6,EGAFGLAS®#75 Base Sheetjor any of above base
sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9"o.c.at the 4"lap staggered and in two rows 9"o.c.in the
field.
(Maximum Design Pressure—52.5 psf.See General Limitation#9j
GAFGLAS®480 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-Tec11"412 Fastener,Drill-Tec'#14 Fastener or Drill-Teo'XHD Fastener
and Drill-Tec'3"Steel Plate,Drill-TecTM AccuTrace 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
ME c Expiration Date: 11/06/18
JAPPROVEDI Approval Date: 11/05/15
Page 28 of 30
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Fastening Any of above base sheets attached to deck approved annular ring shank nails and
Options: 3"inverted Drill-Tdc71 INulatie platets at a fasttA@r spacing of 9"o.c.at the 4"
(Continued) lap staggered in two*co;vs 9"in:he Aeld e : .
(Maximum DesigsPPressure Aopsf.See s6eial Limitation#7)
GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with
Drill-Teo'#12 Fastea®r,Cloill-Tec:.J14"stoner or Drill-Tec'XHD Fastener
and Drill-Tec"3"S;etj Plage,Wll.jec?-AccII frac®Flat Plate or Drill-Tec"
AccuTrac®Recessed Pta*i:ist rect 8.oCr...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-7S 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®FlexPly"6 sheet adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.or
Ruberoid®Torch Smooth torch applied according to manufacturer's application
instructions.
Membrane: One ply of Ruberoid®Torch Smooth,Ruberoid®Torch Granule,Roofmatch"
APP Modified Granular,Ruberoid®EnergyCap"Torch Granule FR,Ruberoid®
EnergyCap" Torch Plus FR,or Ruberoid®Torch FR torch applied according to
manufacturer's application instructions.
Or
One or more lies of Ruberoid®SBS Heat-Weld"Plusj,,jRuberoid6 SBS Heat-
eld"Plus M Ruberoid®SBS Heat-Weld" 170 FR,!Vuberoid-EnergyCap-
SBS Heat-Weld"Plus FR,Ruberoid®SBS Heat-Weld'Granule,Ruberoid®SBS
Heat-Weld"Smooth and Ruberoid®SBS Heat-Weld"25 applied according to
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.
1. Gravel or slag applied at 400 lbs./sq.and 3001bs./sq.respectively in a flood coat
of Approved asphalt at 60 lbs./sq.
2. GAFGLAS®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 2040
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 tol.5 gal./sq.
Maximum Design
Pressure: See Fastening Options
NOA No.: 14-1030.02
r�wh�ao�aaEc Expiration Date: 11/06/18
JAPPROVEDI Approval Date: 11/05/15
Page 29 of 30
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WOOD DECK SYSTEM LEMTATIQN�;• •••
1 A slip sheet is required with GAFGMS'Ply 4•a$d GAFGI•AV Flea vlyTM 6 when used as a
mechanically fastened base or anchoP skeet. :off fee
2. Minimum'/4"DensDeck®Roof Board or V2"Type X gypsum board is acceptable to be installed
directly over the wood deck.
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GENERAL LIMITATIONS: •. :11: L• •.
1. Fire classification is not part of this ac0tptaitc&,refer tro a cumnteApproved 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 20-401bsJsq.,or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt,panel size shall be 4'x 4'maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped.If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12"diameter circles,24" o.c.;or strip
mopped 8"ribbons in three rows,one at each side lap 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 lbsJsq. Note: Spot attached systems shall be limited to a maximum
design pressure of-45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of
275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field-tested,are below 2751bf.insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchorlbase sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required,as determined by the
Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida Registered
Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and comer 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 load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.
Field,perimeters,and comers).Neither rational analysis,nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones(i.e.perimeters,extended comers and comers).
(When this limitation is specifically referred within this NOA,General Limitation#7 will not
be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 61 G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.:14-1030.02
§LKAKuCrnr Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 30 of 30
TGFU.R 1306-Roofing Systems Page 17 of 44
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61.Deck:NC Incline:1/2
Barrier Board(Optional):—One or more layers 9eorgji6Paacific Ggpsum j-LC"Den Decvs oofboard"or"DensDeck@ Prime
Roofboard"or"DensDeck@ DuraGuard—Roofboard ,eninimaim 1/4-"thi*,v Unit�States ypsum Co."SECUROCK@ Roof
Board"(Type FRX-G)or"SECUROCK@ Glass-Matoo=Boatd"(1ype;GM§A) minim 1/4-M.thick.
Insulation(Optional):—One or more layers.e it%or#vood fiber#r glZss$ber or jolyigpcyanurate or perlite/polyisocya n u rate
composite or wood fiber/polyisocyanurate composit&,an?thicknesl,qftch2lhically f ll*dhed or adhered with"LRF Adhesive M"or OMG Inc.
"Olybond Fastening System",applied as a nominal 3/4-in.bead or"GAF 2-Part Roofing Adhesive",applied as a nominal 21/2-in.bead with a
maximum on-center spacing of 12-in.or any UL Classified insulation adhesive,applied per the manufacturer's installation instructions.
Base Sheet:—One ply Type G2"GAFGLAS@#75 Baso Shot pr 74i-Ply$#7! We S6WV or"GAFGLAS@#80 UltimaT""Base Sheet"
or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet",fallyeadhered wittehot roofing asphalt.
Ply Sheet(Optional):—Three or more plies Type G&WA SO Pb,tpr"imply@ pig 4",or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@
Ultra-Flexible Ply 6",fully adhered with hot roofing as haft.• • • • • • • •
Membrane:—"RUBEROID@ Mop Granule"or"Intecx PRF"br"lih-PIR 9131610anQll!"or"RUBEROID@ 30 Granule"or"RUBEROID@
30 Granule FR"or"RUBEROID@ Mop Smooth"or"RUBEROID@ Mop Smooth 1.5"or"RUBEROID@ Mop Smooth Plus"or"RUBEROID@
Mop Granule FR"fully adhered with hot roofing asphalt or"RUBEROID@ HW Granule FR"or"RUBEROID@ HW Plus Granule"or
"RUBEROID@ HW Plus Granule FR"or"RUBEROID@ HW Granule"or"RUBEROID@ HW Smooth",torch applied.
Coating:—"United Coatings-TOPCOAT@ EnergyCote—Roof Coating"applied at a rate of 1/2-gal.to 1-gal./100-ft.2.
62.Deck:C-15/32 Incline:1/2
Barrier Board:—Minimum 1/4-in.thick Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime Roofboard"or
"DensDeck@ DuraGuard-Roofboard"or minimum 1/4-in.thick United States Gypsum Co."SECUROCK@ Roof Board"(Type FRX-G)or
"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX),mechanically fastened with butt joints in the barrier board products staggered a
minimum of 6-in.from plywood deck joints.
Insulation(Optional):—One or more layers perlite,wood fiber,glass fiber,polyisocyanurate,perlite/polyisocyanurate composite,
wood fiber/polyisocyanurate composite,any thickness mechanically fastened or adhered with any UL Classified insulation adhesive.
Base Sheet:—One ply Type G2"GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet"or"GAFGLAS@ Flex Ply 6"or"GAFGLAS@
#80 Ultima''Base Sheet"or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet",fully adhered with hot roofing asphalt.
Ply Sheet:—Two or more plies Type G1"GAFGLAS@ Ply 4"or'Tri-Ply(g)Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-Flexible Ply
6",fully adhered with hot roofing asphalt.
Membrane:—"RUBEROID@ Mop Granule"or"Intec Flex PRF"or"Tri-Ply@ SBS Granule"or"RUBEROID@ 30 Granule"or"RUBEROID@
30 Granule FR"or"RUBEROID@ Mop Smooth"or"RUBEROID@ Mop Smooth 1.5"or"RUBEROID@ Mop Smooth Plus"or"RUBEROID@
Mop Granule FR"fully adhered with hot roofing asphalt or"RUBEROID@ HW Granule FR"or"RUBEROID@ HW Plus Granule"or
"RUBEROID@ HW Plus Granule FR"or"RUBEROID@ HW Granule"or"RUBEROID@ HW Smooth",torch applied.
Coating:—"United Coatings—TOPCOAT@ EnergyCote—Roof Coating"applied at a rate of 1/2-gal.to 1-gal./100-ft.'.
63.Deck:NC Incline: 11/2
Insulation(Optional):—Polyisocya nu rate or wood fiber or perlite or glass fiber,any thickness,mechanically fastened or fully adhered
with hot roofing asphalt.
Cover Board:—'/i-in.thick"EnergyGuardT"HD"or 1/2-In.thick"EnergyGuardT"HD Plus"or'/2-in.thick"EnergyGuardT"RH HD"or Th-in.
thick wood fiber-board,mechanically fastened.
Slip Sheet(Optional):—One ply"StormSafeT ",mechanically fastened.
Base Sheet:—One ply"RUBEROID@ SBS Self-Adhering Base/Ply Sheet"or"Uberty-SA Base/Ply Sheet",self-adhered.
Membrane:—"RUBEROID@ Torch Plus Granule FR"or"RUBEROID@ HW Plus Granule FR"or"RUBEROID@ HW Granule FR"or
"RUBEROID@ EnergyCap—HW Plus Granule FR"or"RUBEROID@ HW Plus Granule"or"RUBEROID@ EnergyCap—Torch Plus Granule
FR",torch applied.
64.Deck:C-15/32 Incline:1/2
Base Sheet:—Two plies Type G2"GAFGLAS@#75 Base Sheet"or Tri-Ply(g)#75 Base Sheet"or"GAFGLAS@#80 Ultima-Base Sheet"
or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet"or"RUBEROID@ 20 Smooth"or"RUBEROID@ Mop Smooth"or"RUBEROID@
Mop Smooth 1.5"or"RUBEROID@ Mop Plus Granule Smooth",mechanically fastened.
Ply Sheet(Optional):—One or more plies Type G1"GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-
Flexible Ply 6"or Type G2"GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet"or"GAFGLAS@#80 UltimaT"Base Sheet"or
"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet",fully adhered with hot roofing asphalt or"RUBEROID@ HW Smooth",torch
applied.
Membrane:—"RUBEROID@ HW Granule FR"or"RUBEROID@ HW Plus Granule FR"or"RUBEROID@ EnergyCapT"HW Plus Granule FR"
or"RUBEROID@ HW Plus Granule",torch applied.
65.Deck:NC Incline:1/4
Barrier Board(Optional):—One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime
Roofboard"or"DensDeck@ DuraGuard—Roofboard",minimum 1/4-in.thick,or United States Gypsum Co."SECUROCK@ Roof
Board"(Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX),minimum 1/4-in.thick.
Insulation(Optional):—Polyisocyanurate or wood fiber or glass fiber or perlite,mechanically fastened,any combination,any
thickness.
Base Sheet:—One ply"RUBEROID@ SA Base/Ply Sheet",self-adhered.
Membrane:—"RUBEROID@ SA Cap FR",self-adhered.
66. Deleted.
67.Deck:C-15/32 Incline:1/2
Barrier Board(Optional):—One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime
Roofboard"or"DensDeck@ DuraGuardT"Roofboard",minimum 1/4-in.thick,or United States Gypsum Co."SECUROCK@ Roof
Board"(Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX),minimum y4-in.thick.
Insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyanurate,mechanically fastened or adhered with
OMG Inc."OlyBond Fastening System"or any UL Classified insulation adhesive.
Barrier Board:—Minimum 1/4-in.thick Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime Roofboard"or
"DensDeck@ DuraGuardT"Roofboard"or minimum T/4-in.thick Untied States Gypsum Co."SECUROCK@ Roof Board"(Type FRX-G)or
"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX),mechanically fastened or adhered with OMG Inc."OlyBond Fastening System"or
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