RF-19-2922Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
�rZ"`�Irnn)l�
Issue Date:12/19/2019
Parcel Number
551 NE 105TH ST, Miami Shores, FL 33138 1122310140280
Contacts
Permit NO.: RF-12-19-2922
Permit Type: Roof
Work Classification: Flat
Permit Status: Approved
Expiration: 06/ 16/2020
BENIGNO MENDEZ Owner IBIS ROOFING INC Contractor
551 NE 105 ST, MIAMI SHORES, FL 331382044 JULIO MARROQUIN
2961 NE 2 DR, HOMESTEAD, FL 33033
Business: 3058158455 julio@ibisroofing.com
Description: ROOF REPLACEMENT FLAT Valuation: $ 2,800.Inspection Requests:
00 1305-762-4949
Total Sq Feet: 250.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$1.80
DBPR Fee
$3.75
DCA Fee
$2.50
Education Surcharge
$0.60
Roofing Fee
$200.00
Scanning Fee
$9.00
Technology Fee
$6.25
Total:
$273.90
Payments
Date Paid Amt Paid
Total Fees
$273.90
Credit Card
12/11/2019 $50.00
Credit Card
12/19/2019 $223.90
Amount Due:
$0.00
Building Department Copy
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 zoning. Futhermore, I authoFizq the above named contractor to do the work stated.
Authorized Signature: Owner
/ Applicant / Contractor / / Agent
Date
December 19, 2019 Page 2 of 2
BUILDING
PERMIT APPLICATION
Miami Shores Village
C EIVED
Building Department OEc 1 019
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972 BY:
INSPECTION LINE PHONE NUMBER: (305) 762-4%9
FBC 20 }
Master Permit
❑BUILDING ❑ ELECTRIC Q ROOFING
❑PLUMBING
JOB ADDRESS: 55
Sub Permit No.
❑ REVISION ❑ EXTENSION [:]RENEWAL
1
❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF
Nis CONTRACTOR
NW 105th Street
❑ CANCELLATION ❑ SHOP
DRAWINGS
City: Miami Shores County: Miami Dade Zia:
Folio/Parcel#:11-2231-014-0280 Is the Building Historically Designated: Yes NO X
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Benigno Mendel Phone#.N 7 o S' S ) 5- a 7 S
Address:551 NE 105th Street
City. Miami Shores State: FI. Zip: 33138
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: Ibis Roofing Phone#: 305.815.8455
Address: 2961 NE 2nd Dr
City: Homestead state: FI Zip: 33033
Qualifier Name: Julio Marroquin Phone#: 305.815.8455
State Certification or Registration #: CCC1326214 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State:
Value of Work for this Permit: $ x �) . L? OD lab� Square/Linear Footage of Work: 250
Type of Work: ❑ Addition ❑ Alteration ❑ New
Description of Work: Roof replacement - flat
M Repair/Replace
Zip:
❑ Demolition
Specify color of color ru tile:
Submittal Fee Permit Fee $ CCF $ CO/CC $
Scanning Fee $
Radon Fee $ DBPR $
Technology Fee $ Training/Education Fee $
Notary $
Double Fee $
Structural Reviews $
(Revised02/24/2014)
Bond $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
Zi p
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 qQd a reinspection fee will be charged.
Signatu
or AGENT
The foregoing instrument wasl acknowledged before me this
1 b day of liec_e
6- r , 20 by
cam, r1 d-,z
, who is personal) _ nown to
me or who has produced
as
identification and who did take an�pli4 MARROQG,,���
�o�
09Lp
NOTARY PUBLIC:
, •,• ;_
��0
_`
* ; Rs- 0 �O
#GG295212 V-
••
Si4:2Z
a sue" O�
�i o•:;8hisiS�a•••
Print:4
Seal:
Wmlllllll0\\
Signatu
CO RACTOR
The foregoing inst70(
nt was acknowledged beforemethis
Q" day of 20 / by
il'U tX /-4ho is ersonally know to
me or who has produced as
identification and
NOTARY PU
JULISSA E ARAUZ
Notary Public - State of Flerija
.1 z
Commission # GG 112973
�'F
My Comm. Expires Jun 2, 2021
:. .... '
Bonded through National Notary Assn.
Print:
Seal:
to
ssssssssssssssssssssssssssssssssss ss sssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
OFFICE OF THE PROPERTY APPRAISER
O0b
1.
Summary Report
Property kdomnation
Foio:
11-2231-014-0280
Property Address:
551 NE 105 ST
Miarr Shores. FL 33138-2044
Owner
BENIGNO S MENDEZ
Yaiing Address
551 HE 106 ST
MIAMI SHORES, FL 33138-2044
PA Prirna►y Zone
1000 SGL FAMILY - 2101-2300 SO
Pay Land Use
0101 RESIDENTIAL - SINGLE
FAMILY : 1 UNrr
Beds / Badrs / Half
3/2/0
Floors
1
Living Units
1
Actual Area
2.133 Sq.Ft
Living Area
1,777 Sq.FI
Adprsfed Aran
1,942 Sq.Ft
Lot Stm
9.150 Sq.FI
Year Built
190
Assessment krformation
Year
2019
2018
2017
ue
$194.424
$185.165
$205.739
Buldsg Value
$129"
$121,647
$121,647
XF Value
$12,119
$12.121
$12,123
lltaket Value ---
$328 190
$318.933
$339,509
Assessed Value
$243,297
$238,761
$233,851
Benefits kdormation
Benefit
Type
2019
2018
2017
Save Our Homes Cap
Assessment Reduction
f 84.893
$80,172
$105,658
Homestead
Exemption
$25,000
$25,000
$25.000
Second Homestead
Exemption
$25.000
$25,000
$25,000
School
Note- Not all benei0.s are applicable b all Taxable Values (Ai.e.
Board. City. Regional) -
Short Legal Description
AMD PL. MIAMI SHORES SEC 5
PB 10-47
LOT 19 & W1/2 LOT 20 BLK 110
LOT SIZE 75.000 X 122
OR 20663-1614 09 2002 4
Generated On: 121312019
Taxable Value krformation
21191 2018 2017
County --- —
Exemption Value
W'0001
$50.000
SW.000
Taxable Value
1 $193.297
$188,7611
$183,851
School Board
Exemption Value
$25,0 0
$25,000
$25.000
Taxable Value
1 $218,297
$213.7611
$208,851
City
Exemption Value
$50.000
$50,000
$50,000
Taxable Value
$193.297
$188,7611
$183,851
Regional
Exemption VaAre
$50,000
$50.0mi
$SOOM
Taxable Vane
I $IM_>971
$188,7611
$1a3,851
Sales Infomtadon
Previous
OR Book-
Price
Quaification Description
Sale
Page
19252-
Sales which are disqualified as a recut of
07A12000
$0
0412
examination of the deed
12000
$0
19044-
Sales which are disqualified as a result of
0962
examination of the deed
18917-
Sales which are disqualified as a result of
12/01/1999
S0
0%7
examination of the deed
18882-
Sales which are disqualified as a result of
11/01/1999
S0
4448
examination of the deed
The Office of the Property Appraiser is continually editing and updating the tax rd. 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 httpJ/www.miamidade.govfiinfoldisdaimer.asp
Version:
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
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
10050 NE 2nd Ave
Miami Shores, A 33138
Re: Owner's Name: Benigno Mendez
Property Address: 551 NE 105th Street Miami Shores, FI.33138
Roofing Permit Number:
Dear Building Official:
Date: 12/4/2019
I Benigno Mendez certify that I am not required to retrofit the roof to wall connections of my
building because:
Q The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition ofAt e South Florida Building Code (1994 SFBC)
Signature
State of Florida
County of Dade
Benigno Mendez
Print Name
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this ` �'` day of .A-Lx-,r Z L-A c,
Notary Public, Sate of Florida at Larg4----)>a��
IV
When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the budding was not constructed with FBC nor a 1994
SFBC. Then you must provide a budding application from a General Contractor for the Roof to Wall conneclion Hurricane Mitigation.
Revised on 5/21/2009
:�g
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section A (General Information)
ter VPermit Number Process Number
sm"t,
A r"l
PPD
Contractor's Name Ibis Roofing, Inc.
Job Address 551 NE 105th Street
ROOF CATEGORY
Low Slope Mechanically Fastened Tile E] Mortar/Adhesive Set rile
Asphalt Shingles E] Metal Panels/Shingles E] Wood Shingles/Shakes
0 0 : 00000
Is there an existing Roof Top Solar System? Yes Q No Will it be reinstalle47 1r: Yes C' No
Are there gas vents on the roof? Yes Ot No Type? E] NatugaL:F±3 LPGX •
ROOF TYPE
New Roof Repair E] Maintenance 0 Reroofing E].11he0ering;
ROOF SYSTEM ROOF INFORMATION •
Low Slope Roof Area Re) 250 Steep Slope Roof Area (fe) rvAal (IF) 254 o
0000
Section B (Roof Plan)
tchjdi,e Roof Plan: Illustrate all levels and sections, roof drain, sc erflow4gopers and overflow drains.
ud di � dimension
Elvlal' ens sections and levels, clearly identify dim4 onj of eleva :06i;4iiA-es-andjqcations of parapets.
� --t APPpr, ............... ............
25
10
P T
0G',yt1,,—!E wl IFH Al I F L Fc/,
f riLA W-AT",l is
V W11G1 5 PIUMIUMIVII rUl III n V nG 6V 1 V
"Delivering Excellence Every Day"
SECTION 1524
HIGH VELOCITY HURRICANE ZONES- REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope. As it pertains to this section, 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 section. The provisions of
Chapter 15 of the Florida Building Code, Building 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 and the contractor. The owner's initial in the designated space indicates that the
item has been explained.
1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Z ne) are for the purpose of providing that the roofing system meets the wind resistance and vyatel intrusion
erformance standards. Aesthetics (appearance) are not a consideration with res eat to-workriga li rv% isiens.
P (PP ) P . P P
Aesthetic issues such as color or architectural appearance, that are not part of a zoniri cdde, s�iourd be air=ed
.....
as part of the agreement between the owner and the contractor. ...:.. •
2. Renailing wood decks: When replacing roofing, the existing wood roof A may have to be• ; • • .
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hu3-Wfie Zoi�f the.tlI jWa
Building Code. (The roof deck is usually concealed prior to removing the existing wQi4stem).. •;
3. Common roofs: Common roofs are those which have no visible delineatiop between neighbMiug:
units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofmg contf4.Ct*gr and%r
owner 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 the roof decking can be
viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
penetrations of the underside of the decking may not be acceptable. The owner provides the option of
maintaining 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
roofing system is removed. Ponding conditions should be corrected.
6.Overflow scuppers (wall 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 the requirements of. Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. Exception: Attic spaces, designed by a Florida -licensed engineer or registered architect to eliminate
the attic venting, venting shall not be required.
Owner's/Agent's Signature:
Contractor's Signature:
Property Address: L57
l e l 0 S-'tA 5)r..e.
Date:
Permit Number:
SECTION 1525
HIGH VELOCITY HURRICANE ZONES —UNIFORM PERMIT APPLICATION
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW:
Roof System
Required Sections of the
Permit Application Form
Attachments Required
See List hipw •
Low Slope Application
A B,C
1,2,3,4,5,6,4t • • •
Prescriptive BUR-RAS 150
A,B,C
4,5,61%
Asphaltic Shingles
A,B,D
1,2,4,5N-A•• •
Concrete or Clay Tile
A B,D,E
1,2,3,4,�e;,J• •: •
•
Metal Roofs
A,B,D
1,2,3,4,5467•••
Wood Shingles and Shakes
A,B,D
1,2,4,5,$,7
Other
As Applicable
1,2,3,4,A,7• : •
ATTACHMENTS REQUIRED:
1.
Fire Directory Listing Page
2.
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3.
Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128
4_
Other Component of Product Approval
5.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing/Calculation Documentation
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section C (Low Slope Application)
Fill in specific roof assembly components and identify
manufacturer
(If a component is not used, identify as 'NA*)
System Manufacturer_ GAF Materials
Product Approval No.: 15-0729.18
Design Wind Pressures, From RAS 128 or Calculations:
P1: -42.8 P2: -71.7 P3:-108.0
Max_ Design Pressure, from the specific product
approval system: -59
Deck
Type:
Wood
Gaugefrhickness: Min.5/8"
Slope:Q
Anchor/Base Sheet & No. of Ply(s):
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer.
Top Ply Fastener/Bonding Material:
Rhinnband rnlatPs with U14 Fastenpm
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment
Field: ' oc @ Lap, # Rows @ • oc 24x36" Grid
Perimeter: " oc @ Lap, # Rows _ @ T' oc 24x24 grid
18xia4 <3rid
Corner: " oc @ Lap, # Rove .'.� ' ' oc
Number of Fasteners Per InsulAbllydard:
Field Perimeter • • • • • COgw:. '
.... . .....
Illustrate Components Noted andOetaits as A;)pVgfte:
Woodblocking, Gutter, Edge Terftrl Lion, Stripping, FlashiAfi,e *
Continuous Cleat, Cant Strip, Baae•Fleshing, Counterflashing, •
Coping, Etc. 000000
Indicate: Mean Roof Height, Parapet•Height,•Height of Bft...;
Flashing, Component Material, Wtenal ThicllIngW, fasterter
Type, Fastener Spacing or Submit ManufacturemeBetails that
Comply with RAS 111 and Chapter 16.
m
Base Insulation Size and Thickness: 8" Flashing strip in
Base Insulation Fastener/Bonding Material:
Top Insulation Layer
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s):
Base Sheet FastenerBonding Material:
Ply Sheet(s) & No. of Ply(s):
Ply Sheet Fastener/Bonding Material:
Top Ply. GAF Everguard TPO 60 mil
Z_
wood
3x3 26 ga tpo
coated metal
Para
10
Mean
Roof
Height
Florida Building Code 6th Edition (2017 )
High Velocity Hurricane Zone Uniform Permit Application Form
Section D (S Sloped Roof System)
Roof System Man cturer.
Notice of Acceptance umber.
Minimum Design Wind sures, If Applicable (From RAS 127 or Calculations):
P1: P1:
Roof Slope:
: 12
Ridge Ventilation?
Mean Roof Height:
Type:
Underlayment
Ins lion: F
Fi Barrier:
F ene
.•.
.. .
...
[00.
......
. .
......
..•
....
. .
.
f0:
....
.
.....
......
.. ..
.
... ...
......
.
00
. .
. .
......
. .
......
.. .
. ..
. •
Type & S cog:
0000
esive pe:
e Cap Sheet
Covering
:fie & Size Drip
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Pennit Application Form
Section E Tile Calculations)
For Moment sect file systems\Resistan
choose either Method 1 or 2. Compare the values for M, with the values fr
are greater thM, values, for each area of the roof, then the tile attachment method is a
Method 1 'Moment Based Tile Calculations Per RAS 127'
x _ _ J — Mg: = M„ Product Approval M,
_ ) — Mg: = M� Product Approval M, _ ) — Mg: = Mr, Product Approval M,Method 2 'Simplified Tile Calculations Per Table Below"Required Mom(M,) From Table Below Product Approval M, •
M,. If the M, values
• •
••••••
M, required Moment Resistance'
Mean Roof Height
Roof Slope
15'
20'
25'
30'
s • • 40'
•
2:12
34.4
36.5
38.2
39.7
1--:39.8
..' 422 :'
3:12
.2
34.4
36.0
37.4
� • •
4:12
30.
32.2
33.8
35.1 "
s 037.3
5:12
28.4
30.1
31.6
32.8
• :34.9 •
6:12
26.4
28.0
29
30.5 .
9 32.4 •
7:12
24.4
X 25.9
.1
28.2
• 030.0 .
'Must be used in conjunction with a list of moment ased tile si
Appeals.
For Uplift based the systems use Method 3. Compared values
equal to the Fr values, for each area of the roof, then the ti attacl
Method 3 'Uplift Based
(P1: xL = xw:= )—W: xCos 6
(P2 xL = xW..= )—W: xCos 6 —
(P3: x L = x W. _ ) — W: x cos =
••••••
•
•
• •
•
endorsed by the Broward County Board of Rules and
with the values for Fr. If the F' values are greater than or
method is acceptable.
alculations Per RAS 127"
F„ Product Approval F'
Product Approval F'
k--- Product Approval F'
WheA to Obtain Info ation
Description
ymbol
Where to find
Design Pressure
1 or P2 or P3
S 127 Table 1 or by an engineering analysis gre-
ed by PE based on ASCE 7
Mean Roof Height
H
Jo ite
Roof Slope
6
Job
Aerodynamic Multiplier
).
Produ pproval
Restoring Moment due to Gravity
M9
Product A roval
Attachment Resistance
OFM,
Product AppXval
Required Moment Resistance
M9
Calculated
Minimum Attachment Resistance/F'
Product Approv
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length W = width
Product Approval
All calculations must be s mitted to the
building official at the time of permit
application.
MIAMI-DADE MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Strcet, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADNIINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade. ,nv/ccmiomv
GAF
1 Campus Drive
Parsippany, NJ 07054
SCOPE: ...... • •
This NOA is being issued under the applicable rules and regulations governing the useef;aAstruction'
materials. 'rhe documentation submitted has been reviewed and accepted b Miami -Dade oun RER.: •
Product Control Section to be used in Miami Dade County and otherareaswhere allow ed Uy, he
Authority Having Jurisdiction (AHJ). • • :66049
•• ••
This NOA shall not be valid after the expiration date stated below. The Miami -Dade CbGH Drodu q
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. tf ljtis Droduct oi: •
material fails to perform in the accepted manner, the manufacturer will incur the expense of such testii� -
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 EvcrGuardo TPO Single Ply Rooting Systems over 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. 15-0203.20 and consists of pages I through 27.
The submitted documentation was reviewed by Jorge L. Acebo.
1�j
NOA No.: 15-0729.18
MIAMI•DADECOUNTY Expirations Date: 09/22/20
Approval Date: 09/10/15
Page 1 of 27
Membrane Type: Single Ply, TPO
Deck Type 1: Wood, Non -Insulated
Deck Description: Min. 15/32" thick plywood attached to structural wood supports spaced maximum
24" o.c. using 8d ring shank nails spaced 6" ox. at panel end supports and 12" o.c.
along panel intermediate supports.
System Type E(2): Membrane adhered to stress plates which are mechanically attached to structural
wood supports. • • •' • •
All General and System Limitations apply. Roof accessories not listed in Table f ef•tlHs NOA•Zre•
not approved and shall not be installed unless said accessories demonstrate compliVtM witif
prescriptive Florida Building Code requirements and are field fabricated utilizitrg'llfeapproved •
membranes listed in Table 1. • •""
Fire Barrier: VersaShieldQ° Fire -Resistant Roof Deck Protection, VersaShieldltsew' Firer•„%
(Optional) Resistant Slip Sheet or TOPCOAT* FireOut'" Fire Barrier CoaSri jvliplied Per
manufacturer instructions. re. :
00
• •
Membrane: EverGuard® TPO or EverGuard Extreme® TPO mechanically fastened usin4Di•ilT
Tec' #14 Fasteners and Drill-Tec' RhinoBond® TPO XHD Pla*wc Fasteners 41V
driven through the plywood roof deck and into the structural wood Supports at'
described in the fastening details below.
The roof cover is bonded to stress plates using the RhinoBond' Portable Bonding
Tool per manufacturer's installation instructions. Weighted cooling magnets are
placed over the bonded membrane/plates for a minimum of 45 seconds. Side laps
are minimum 3" wide and sealed with a minimum 1.5" wide heat weld positioned
on the outer edge of the lap.
Fastening #1: Fasteners are driven through the wood deck and into the structural wood supports in
a maximum 24 x 36 in. grid.
Maximum Design Pressure: -52.5 psf (See General Limitation #7)
Fastening #2: Fasteners are driven through the Wood deck and into the structural wood supports in
a maximum 24 x 24 in. grid.
Maxinuunt Design Pressure: -75 psf. (See General Limilalion #7)
Fastening #3: Fasteners are driven through the wood deck and into the structural wood supports in
a maximum 18 x 24 in. grid.
Maximum Design Pressure: -82.5 psf. (See General Limilation #7)
Surfacing: Chosen components must be applied in accordance with manufacturer's
(Optional) application instructions. Any coating listed below used as a surfacing must be
listed within a current NOA.
l . EverGuard® TPO Batten Seam Profile or EverGuard® TPO Standing Seam Profile
installed in accordance with manufacturer's specifications and applicable Building
Codes.
2. TOPCOAT® Membrane applied at 1 to 1.5 gal./sq.
3. TOPCOAT® TPO Red Primer applied at 0.5 gal./sq. prior to applying TOPCOAT®
Membrane.
Maximum Design
Pressure: See fastening options above.
NOA No.: 15-0729.18
MIAMI•DADECOUNTY Expiration Date: 09/22/20
Approval Date: 09/10/15
Page 26 of 27
GENrRAL 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 it approved a;pAaft*
panel size shall be 4' x 4' maximum. ' • • • •
4. An overlay and/or recovery board insulation panel is required on all applications over dlbled cen fom
insulations when the base sheet is fully mopped. if no recovery board is used the base slheet shall'be
applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.;0Qi.** iip mojmd-b
ribbons in three rows, one at each side lap and one down the center of the sheet al"wir.a con( nuoVs
area of ventilation. Encircling of the strips is not acceptable. A 6" break shall b&pfacea every171►1
each ribbon to allow cross ventilation. Asphalt application of either system shall trot.":iinimum Mate
of 12 lbs./sq. •
Note: Spot attached systems shall be limited to a maximum design pressure off`-4Spsf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (t') valve -We
275 lbf. 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
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 and/or RAS 137. Calculations prepared, signed and
sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof
Consultant (When this limitation is specifically referred within this NOA, General Limitation #9
will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall
conform to Roofing Application Standard RAS I 1 i and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When
this limitation is specifically referred within this NOA, General Limitation #7 will not be
applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 61 G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.:.15-0729.18
Expiration Date: 09/22/20
Approval Date: 09/10/15
Page 27 of 27
Membrane: — 'EverGuard® TPO' 45-mi to 60-mil or'EverGuard® Extreme"" TPO' 50-mi to 60-mil, fully adhered with
'EverGuard® #1121 Bonding Adhesive" applied at a rate of 60-ft2/gal.
5. Deck: NC
Incline: 1/2
Insulation: — "EnergyGuard'"" or "EnergyGuardTM RF" or'EnergyGuardTM Ultra" or 'EnergyGuard— RA" or "EnergyGuardTM
RN" or "EnergyGuardT" RH", any thickness, any combination.
Membrane: — "EverGuard® TPO" 45-mil to 60-mil or "EverGuardO ExtremeTM TPO" 50-mil to 60-mil, fully adhered with
'EverGuard® #1121 Bonding Adhesive' applied at a rate of 60-ft2/gaL
1. Deck: NC
Class C - Fully Adhered
Incline: 1/2
Insulation: — "EnergyGuardTM' or 'EnergyGuard'" Ultra' or "EnergyGuard— RA" or "EnergyGuard— RN' or "EnergyGuardT"
RH" or wood hoer or glass fiber or perlte, any thickness.
Membrane: — "EverGuardO TPO," 45-mil to 60-mil or'EverGuard@ ExtremeTM TPO' 50-mil to 60-mi, fulbr adhered with
"EverGuard® #1121 Bonding Adhesive" applied at a rate of 60-ft2/gal. ; 000 • • • • • • •
2. Deck: C-15/32 Incline: Unirnited • • • •
Base Sheet: — One ply "VersaShield® Underlayment", mechanically fastened. � 0: " • • •
Membrane: — 'EverGuard® Steep Slope TPO" 45-mil to 80-mill, fully adhered with "EverGU>lMV Steep Slope Bonding • •
•••
Adhesive' applied at a rate of 1-gal./100-ft2 or'EverGuard® TPO' 45-mil to 80-mil or'EveV Extreme— APO' SO.m••ri •
to 80-mil, fully adhered with "EverGuard@ #1121 Bonding Adhesive' applied at a rate of 1-gatj90Lft2 or "EverGuard@ TRO. • •
FB Ultra" 45-mil to 80-mil or "EverGuard® ExtremeTM TPO FB Ultra' 50-mil to 80-mil, fully adkeiedwrith 'fiverGurard® H14 •
• •
Bonding Adhesive" or "EverGuard® WB 181 Bonding Adhesive" applied at a rate of 120-ft2/Jal. OP• EverGuerd•••®•F•reedom Ve • • •
TPO' 45-mil to 80-mil or'EverGuard® Extreme— FreedomTM TPO HW' 50-mil to 80-mil, re , se4f adhed. • •
3. Deck: NC Incline: 1/4 • • • • •
Insulation (Optional): — "EnergyGuardT " or "EnergyGuard— Ultra" or "Erie Guardor "EnergyGv � �N" or f"r
"EnergyGuardTM RH" or wood fiber or glass fiber or perite, any thickness. r9y — REM' • . . • .ard• • • •:
Membrane: — 'EverGuard® TPO' 45-mil to 80-mil or "EverGuard® ExtremeTM TPO' 50-mil to 80-mil, fully adhered with
'EverGuard® Low VOC TPO Bonding Adhesive" applied at a rate of 120-ft2/gal.00
SINGLE PLY MEMBRANE ROOFING SYSTEMS (TPO)
Class A - Mechanically Fastened
1. Dedc: NC Incline: 1/2
Insulation:—'EnergyGuardTM" or 'Energy Guard— RF" or'EnergyGuardTM Ultra' or "EnergyGuarc" RA' or 'EnergyGuard—
RN' or "EnergyGuard— RH' or wood fiber or glass fiber or perite, any thickness, mechanically fastened.
Membrane: — "EverGuardO TPO" 45-mil to 80-mil or "EverGuardO Extreme— TPO" 50-mil to 80-mil, mechanically
fastened.
2. Dedc: NC Incline: 2-1/2
Membrane: — "EverGuard® TPO" 45-mil to 60-mil or "EverGuardO Extreme'" TPO' 50-mil to 60-mil, mechanically
fastened.
3. Deleted.
4. Deck: NC Incline: 1/2
Insulation (Optional): — "EnergyGuard—" or "EnergyGuard— RA" or "EnergyGuard'" RF" "EnergyGuard— Ultra" or
"EnergyGuardTM RN" or "EnergyGuardTM RH" or wood fiber or glass fiber or perite, any thickness, mechanically fastened.
Membrane: — 'EverGuardO TPO FB Ultra" 45-mil to 80-mil or'EverGuard@ Extreme'" TPO FB Ultra" 50-mil to 80-mil,
mechanically fastened.
t. Deck: Cy15/3 Indine:,l/2
rimer. — 'TOPCOAT®1 reQul: " FirejBaroer Coating" applied at a. rate of 1-gal./100-ft_
(Base Sheet (Optional): — One ply Type G2, mechanically fastened.
SHP Sheet (Optional): — One ply "VersaShieldo 1S" or'VersaShield® 2S' or Atlas Roofing Corp. 'FR-10" or "FR-50",
6. Deck: NC Incline: 1/2
Barrier Board (Optional): — Minimum Tic -in. thick Georgia Pacific Gypsum LLC 'DensDeck® Roofboard' or'DensDeck
Prime® Roofboard" or "DensDeck DuraGuardTM Roofboard" or gypsum wallboard, mechanically fastened.
Slip Sheet (Optional): — One ply 'VersaShield®", mechanically fastened.
Base Sheet (Optional): — One ply Type 15 or Type 30 or Type G1 orType G2, mechanically fastened or hot mopped.
Membrane: — 'EverGuardO TPO" 45-mil to 80-mil or'EverGuard® Extreme'" TPO' 50-mil to 80-mill or "EverGuard® TPO
FB Ultra* 45-mil to 80-mil or 'EverGuardO Extreme'" TPO FB Ultra' 50-mil to 80-mi, mechanically fastened.
Surfacing: — United Solar Ovonics Field -Assembled Photovoltaic (Solar) Module Systems, 'PVL-29, -31, -58, -60, -62, -64,
-68, -87, -93, -116, -120, -124, -128, -136", self -adhered.
7. Deck: C-15/32 Incline: 1/2
Sip Sheet: — Two plies 'VersaShiekl® Underlayment" or'VersaShiekl® FB-2S", mechanically fastened.
Membrane: — "EverGuardO TPO FB Ultra' 45-mi to 80-m1 or"EverGuardO Extreme— TPO FB Ultra' 50-mi to 80-mil,
mechanically fastened.
8. Deck: C-15/32 IncAine: 1/2
Sip Sheet: — Three pies "VersaShield® FB-IS", mechanically fastened.
Insulation: — "EnergyGuardTM" or "EnergyGuardT RF" or'EnergyGuardTM Ultra; or "EnergyGuard— RA" or 'EnergyGuard—
RN' or 'EnergyGuardT" RH", any thickness or any classified wood fiber board, mechanically fastened.
Membrane: — *EverGuardO TPO" 45-mil to 80-mil or 'EverGuardO Extreme— TPO' 50-mil to 80-mi, mechanically
• FIELD
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24" 24" 24" 24"
(610 mm) (610 mm) (610 mm) (610 mm)
NaTE:
1. GRID PATTERNS WITH SECUREMENT INTO THE WOOD JOISTS ARE FOR USE OVER INSULATED
OR NON -INSULATED DECKS WITH AN AREA OF 6 SO. FT. PER FASTENER.
2. VERSASHIELD°SOLeAND/OR FIREOUTTMFIRE BARRIER CAN BE USED TO ACHIEVE UL CLASS A
FIRE RATING NON -INSULATED DECKS.
3. MIN. 1' (25 mm) FASTENER EMBEDMENT INTO JOIST.
4
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PATTERNS
24" X 36" (610 mm X 914 mm)
ECUREMENT GRID INTO - WOOD JOISTS
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WOOD JOISTS
1. GRID PATTERNS WITH SECUREMENT INTO THE WOOD JOISTS ARE FOR USE OVER INSULATED
OR NON -INSULATED DECKS WITH AN AREA OF 3 SQ. FT. PER FASTENER.
2. VERSASHIELOPSOLO'"AND/OR FIREOUT�FIRE BARRIER CAN BE USED TO ACHIEVE UL CLASS A
FIRE RATING NON -INSULATED DECKS.
3. MIN. 1" (25 mm) FASTENER EMBEDMENT INTO JOIST.
FASTENING
PATTERNS
24" X 18" (610 mm X 457 mm)
SECUREMENT GRID INTO - WOOD JOISTS
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24" 24" 24" 24"
(610 mm) (610 mm) (610 mm) (610 mm)
NOTE:
1. GRID PATTERNS WITH SECUREMENT INTO THE WOOD JOISTS ARE FOR USE OVER INSULATED
OR NON- INSULATED DECKS WITH AN AREA OF 1.5 SO. FT. PER FASTENER.
2. VERSASHIELD°SOLd AND/OR FIREOUT'FIRE BARRIER CAN BE USED TO ACHIEVE UL CLASS A
FIRE RATING NON -INSULATED DECKS.
3. MIN. 1' (25 mm) FASTENER EMBEDMENT INTO JOIST.
FASTENING
PATTERNS
24" X 9" (610 mm X 229 mm)
ECUREMENT GRID INTO - WOOD JOISTS
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- 52.5 PSF (105 PSF)
N.T.S.
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MIAMI`DADE
"Delivering Excellence Every Day"
Roof Mean Height 10 it
Miami -Dade County HVHZ Electronic Roof Permit Form
Single Ply Membrane Edge Metal Detail
Edge Metal
Cleat - N/a %
INNOW WINE
Approved Sealaid
..- .. *Goose • •• ••••••
:..�:�f� ....:_._.: __ - sG•••• G • •Goo•
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Approved Fasteners
'�'• �= =; Mechanically Fastened or Adhered
Single Ply Membrane
i
Pt Wood Nailer
Roof Deck
Provide Component Information
Edge Metal Type and Size: 126 Ga Galvanized metal - 3"x3" I
Continuous Cleat: I n/a
Surfacing: n/a--
Single Ply Membrane Type: I GAF Everguard TPO - 60mil
Top Insulation Layer Type: I n/a
Base Insulation Layer Type: I n/a
Wood Nailer Type & Size: 12x6 PT nailer
Wood Nailer Attachment: 1/4" Diameter masonry anchors, anchored to block wall
Deck Type; 5/6" CDX plywood