RF-16-1787•
Project Address
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Pei
mit
Issue Date: 11/112016
Permit NO. RF -6-16-1787
Permit Type: Roof
Work Classification: Flat
Permit Status: APPROVED
Expiration: 04/30/2017
Parcel Number
Applicant
9520 BISCAYNE Boulevard
Miami Shores, FL 33138-
1132060142870
Block: Lot:
JASON & GRETHEL FEVIG
Owner Information
Address
Phone
Cell
JASON & GRETHEL FEVIG
9520 BISCAYNE Boulevard
MIAMI SHORES FL 33138-
Contractor(s)
TOP SEAL SERVICES CORP
Phone
(305)754-7844
Cell Phone
Valuation:
Total Sq Feet:
$ 19,500.00
2600
Type of Work: Re Roof
Additional Info:
Classification: Residential
Scanning: 3
Fees Due
Bond Type - Owners Bond
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee - New Roof
Scanning Fee
Technology Fee
Total:
Amount
$500.00
$12.00
$4.50
$4.50
$4.00
$300.00
$9.00
$16.00
$850.00
Pay Date Pay Type Amt Paid Amt Due
Invoice # RF -6-16-60355
11/01/2016 Check#: 5209 $ 350.00 $ 500.00
08/09/2016 Check #: 4586 $ 500.00 $ 0.00
Bond #: 3186
Available Inspections:
Inspection Type:
Tin Cap
Final Roof
Review Roof
Roof in Progress
Renailing Affidavit
Review Roof
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
construc - ening. Fut -rmore, I authorize the above-named contractor to do the work stated.
November 01, 2016
Authorized Signature: Owner /\ pplicant / Contractor / Agent
Building Department Copy
ate
November 01, 2016
1
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: l �S to S
City: Miami Shores County: Miami [Ade
FBC20145
Permit No. PT 1 b "II F1
Master Permit No.'
ROOFING
Folio/Parcel#:
Zip:
Is the Building Historically Designated: Yes �O)
Flood Zone:
OWNER: Nam i `\K (Fee Simple Titleholder): _, 1 Phone#: 136 c79°6 1 a
Address: � � t) �
cc 1 S -* F
City: (J State: Zip:
Tenant/Lessee Name: Phone#: � �.0 D ([� q yDR
Email:
„WA, '/
Phone#: 3�� l��i J`Y
CONTRACTOR: Company Name:
Address: LO `` C� 3
City:
Qualifier i1'fer N
tc_
R-126-"'
State:
Phone#:
ame:
State Certification or Registration #: � C� ertificate of Competency #:
Contact Phone#: 319 C ? 1' 1 iy Email Address:
DESIGNER: Architect/Engineer:
Zip: /6
Value of Work for this Permit: $
Type of Work: Addition ❑Alteration
Description of Work:
s_<: -.rte w 1(e,. 4-- & 2
t S , A s
Color thru tile:
• ifi uA3 ti'*
'i;6i2
quare/Lingr .Footage of Work:
❑Demolition
•
***************************************Fees********************************************
Submittal Fee $ Permit Fee $ CCF $ ) 2 ` Q coicc $p\
Scanning Fee $'1 ' Radon Fee $ L.4 - � DBPR $ ``{ - S� gi
Bond $ �C.(:)
Notary $ 0Training/Education Fee $ 4 • CO Technology Fee $ 1 6 " co
rn
Double Fee $ �Y Structural Review $ 5
TOTAL FEE NOW DUE $ • Cil
Bonding Company's Name (if applicable)
• 5 , •
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 com nc- • ent must be ted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. n the a ence of such pasted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
Owner or Agent
Signature
tractor
The foregoing instrument was acknowledged before me this KThe foregoin was acknowledged before me this
day of `h.G7 , 20 � L, by 624a k-eut2 ( , day of S 1 , 20 t,(D, by '--''b c -k Ic.f-t-,
who is personally known to me or who has produced who is personally known to me or who has produced
EWCi it -P 0-i... As identification and who did take an oath. ' as identification and who did take an oath.
strum
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
11111,.,,
P
.._.- `e., JOHAN CASTELLANOS
. s Notary Public • State of Florida
•
�i •o; Commission 0 FF 948994
My Comm. Expires -Jan 10, 2020
NOTARY PUBLICj„r,{;�-(PEBO c�(�
*: i *v !AY COMMIS • N It E!079367
. ' -- ;N EXPI ' E obruery 28, 2017
Sign: <, .?t
(Print:
39.3..°53., • . Wts•ySc.•,
Print: -L1 c• -"`-E> a.�- 'or,, In
My Commission Expires:
***************************J/)** :x**********************************************************************
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
r-
00
1-- L ' Section A (General Information;
-�
9 M = ster Permit No. Process No.
Li- < g. ntractor's Name -�""r� -x '
w E- •-)
11- b Address i 5
J W
G CC
z / ROOF CATEGRY
Q
w
z pct Low Slope
a n Asphaltic 0 Metal Panel/Shingles 0 Wood Shingles/Shakes
z Shingles
o a 0 Prescriptive BUR -RAS 150
L., ,-
c^ 5 ,- z
aI
c l c i
tt
M ! 0 New Roof Reroofing 0 Recovering 0 Repair 0 Maintenance
Florida Building Code Edition 2010
h Velocity Hurricane Zone Uniform Permit Application Form
0 Mechanically Fastened Tile
0 Mortar/Adhesive Set Tile
ROOF SYSTEM INFORMATION
..•.
• •
..•.
• • •
•• . ....
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) ..Xotat (SP).•
•••• "t4 C.L'
• .a•.. .•
•• •
•
•
•
• •
SECTION B (Roof Plan) • •'..' ' • •' •'
Sketch Roof Plan: Illustrate all levels and sections, roof draliiV,:SCuppers, overflow •••
scuppers and overflow drains. Include dimensions of sectigns and Ieirels; clearly •• • •
identify dimensions of elevated pressure zones and location of parapej .•
• ..
i1
1. I•
{
//'
L
1
•
o
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section C (Low Sloped Roof System)
Fill in Specific Roof Assembly Components
and Identify Manufacturer
(If a component is not used, identify a / A")
System Manufacturer:
NOA No.: /4— — f() 0(:"
Perimeter: " oc @ Lap, # Rows
Fastener Spacing for Anchor/Base Sheet
Attachment
Field: " oc @ Lap, # Rows @ " oc
" oc
Design Wind"ressures, From RAS 128 or Calculations: pCorner: " oc @ Lap, # Rows @
Pmax1: �! � max2: 7/ Pmax3: /AD
Number of Fastener Per Insulation
Max. D- ign Pressure, From the Specific NOA Board
System: -2 • 3'
Field: Perime
Deck:
Type:
Gauge/Thickness:
b
Slope:
! Ail Anchor/Base Sheet & No. of Ply(s):
Anc
F
Insula ion Base Layer:
Base Insulation Size and Thickness: ®<g' 1'
0744,1
Corner
Illustrate Components Noted and
Details as Applicable:
Woodbiocking, Gutter, Edge Termination,
Stripping, Flashing, Continuous Cleat, Cant
Strip, Base Flashing, Counter- Flaehis.gj
Coping, Etc. • • ••••
Indicate: Mean Roof Heigh p.<3arapet Height,
Height of Base Flashing, CeirWaollent M'aWaC
Material Thickness, Fastener..?ype, Fastener
er Spacing or Submit Manufactkir.ea Details, that
Comply with RAS 111 and Chap of 12.• • • •• • •. •
• • • • •
.• •• •• •
Ba,9,gies l on Fa
VAVI,a`
Top Insulation Lader:
Top Insulation Size and Thickness:
/11
Top Insulation Fastener/Bonding Material:
9
••
•
• •
• • •
i7r4;1 Re!is • •Para et••. •••:
.5d7r�,,7,• Height . �•
. FT. 11
Base Shee
y
Base Sheet F sten r/Bonding Materi
Ply Sheet(s) & No. of Ply(s): ®�
Ply Sheet Fastener/Bonding Material:
Top Ply:
4
/X,'
Top Ply Fastener/Bo i Mater2t4/9 4,47'
Surfacing:
qViN e0
#400-. reV 7 i7C
#54 Ay ax a414/.
Mean
Roof
Height
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF
1361 Alps Road
Wayne, NJ 07470
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786)315-2590 F (786) 31525-99
www.miamidade.gov/economy
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 applicabfq • • •
building code. • • • • • ••
•This product is approved as described herein, and has been designed to comply with tli ft: jda Building Code
including the High Velocity Hurricane Zone of the Florida Building Code. • • • • • • •
• •• • •
••••• •• ••
DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or:fogo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise npted hejertr.• •
• • •
RENEWAL of this NOA shall be considered after a renewal application has been filed and thereth :I en no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 13-0424.09 and consists of pages 1 through 16.
The submitted documentation was reviewed by Jorge L. Acebo.
•• •
• • •
•• •• •••
•
•
•
• •
�•
MIAMI•DADE COUNTY
APPROVED
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 1 of 16
•
ROOFING SYSTEM APPROVAL
Category:
Sub -Category:
Material:
Deck Type:
Maximum Design Pressure:
Roofing
BUR
Fiberglass
Wood
-75 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test
Product Dimensions Specification
GAFGLAS®#75 Base 39.37" (1 meter) ASTM D4601
Sheet Wide
GAFGLAS® #80 UltimaTM 39.37" (1 meter) ASTM D4601
Base Sheet Wide
GAFGLAS® FIexPIyTM 6
GAFGLAS® Ply 4
GAFGLAS® Mineral
Surfaced Cap Sheet
GAFGLAS® EnergyCapTM
BUR Mineral Surface
Cap Sheet
GAFGLAS® Stratavent®
EliminatorTM Perforated
Venting Base Sheet
GAFGLAS® Stratavent®
EliminatorTM Nailable
Venting Base Sheet
Ruberoid® SBS Heat-
WeIdTM Smooth
Ruberoid® SBS Heat-
WeIdTM 25
Ruberoid® 20
Ruberoid® Mop Smooth
MIAMI•DADE COUNTY
APPROVED
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
wide
ASTM D2178
ASTM D2178
ASTM D3909
ASTM D3909
ASTM D4897
ASTM D4897
ASTM D6164
ASTM D6164
ASTM D6163
ASTM D6164
Product
Description
Type II asphalt impregnated and coated glass mat
base sheet.
Type II asphalt impregnated and coated, fiberglass
base sheet.
Type VI asphalt impregnated glass felt with asphalt
coating.
Type IV asphalt impregnated glass ff11 •vyith asphalt
• •
coating. . .• ••••
• • .
Asphalt coated, glass fiberigat cap Stet zurfaccil.;; .
with mineral granules. ••
•••• • • • • •
Asphalt coated, glass fitaex.cpdt cap $htpi Surface 1 • •
with mineral granules wittictory• • • •
applied '
•
EnergyCoteTM • • • • • • • •
Fiberglass base sheet coated on both sides with.
asphalt. Surfaced on thb bQttpm side with minet�l• • •;
granules embedded in asphaltic coattir with fattory •
perforations.
A nailable, fiberglass base sheet impregnated and
coated on both sides with asphalt. Surfaced on the
bottom side with mineral granules embedded in
asphaltic coating.
Non -Woven Polyester mat coated with polymer -
modified asphalt and smooth surfaced.
Non -Woven Polyester mat coated with polymer -
modified asphalt and smooth surfaced.
SBS modified asphalt base sheet reinforce with a
glass fiber mat.
Non -woven polyester mat coated with polymer -
modified asphalt and smooth surfaced.
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 2 of 16
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product Dimensions
FireOutTM Fire Barrier 5, 55 gallons
Coating
VersaShield® Fire 350 sq. ft. roll
Resistant Roof Deck
Protection
Topcoat® Surface Seal 5 gallons
SB
APPROVED INSULATIONS:
Product Name
EnergyGuardTM Polyiso Insulation
EnergyGuardTM RA Polyiso Insulation
EnergyGuardTM RN Polyiso Insulation
EnergyGuardTM Perlite Roof Insulation
EnergyGuardtM Perlite Recover Board
EnergyGuardTM RA Composite Polyiso
Insulation
Securock® Gypsum -Fiber Roof Board
Structodek® High Density Fiber Board
DensDeck® Roof Board
MIAMI•DADE COUNTY
APPROVED
Test
Specification
Product
Description
Proprietary Low VOC, water based fire barrier coating.
ASTM D226 Non -Asphaltic Fiberglass -Based Underlayment.
ASTM D6083 Solvent based sprayable thermoplastic rubber
sealant designed to protect and restore aged roof
surfaces and to increase a roofs reflectivity.
TABLE 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Perlite insulation board.
Perlite recover board
Polyisocyanurate foam insulation with high
density fiberboard or Permalite perlite
insulation
Gypsum roof board
High density fiber board
Gypsum board
Manufacturer
(With Current NOA)
GAF
. .
•
. .
.. .
•
....
• •
...•
. .
.. ..
• • ••
OAF' .
••. •
RAF' .
GAF • .
•
•
•
•• •
LAF. •
.. .
• •
• •
�•
United Stats9Gy sum Coi-�.'
•. .
Blue Ridge Fiberboard, Inc.
Georgia-Pacific Gypsum LLC
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 3 of 16
APPROVED FASTENERS:
Fastener
Number
1.
2.
3.
4.
5.
6.
Product
Name
Drill-TecTM #12 Fastener
Drill-TecTM #14 Fastener
Drill-TecTM XHD Fastener
Drill-TecTM ASAP 3S
Drill-TecTM 3" Steel Plate
Drill-TecTM 3" Standard Steel
Plate
7. Drill-TecTM AccuTrac® Flat
Plate
8. Drill-TecTM AccuTrac®
Recessed Plate
MIAMI•DADE COUNTY
APPROVED
TABLE 3
Product
Description,
Insulation fastener for steel,
wood & concrete decks.
Insulation fastener for steel,
wood & concrete decks.
Carbon steel extra heavy duty
fastener used in steel decks.
Drill-TecTM #12 Fastener with
Drill-TecTM 3" Standard Steel
Plate
Round galvalume stress plate
used with Drill-TecTM
fasteners.
Round galvalume plated steel
stress plate with reinforced
ribs for use with Drill-TecTM
fasteners.
AZ -SS aluminized steel plate
for use with Drill-TecTM #12
Fastener, Drill-TecTM #14
Fastener and Drill-TecTM #15
Fastener.
Galvalume Steel plate for use
with Drill-TecTM fasteners.
Manufacturer
Dimensions (With Current NOA)
various GAF
various GAF
Various GAF
Various GAF
3" round GAF
3" round GAF
3" square
3" square
•Y••
• •
•V]•'•ltt •
• • .
•• • ••••
• . •
•• •
•
•.•• •• •
. • •
••••• • •• •.
GAF
• • • • .
••• •• •.•
•
• • •
• •
• •
• • •
•• •
• •
••••
• • •
•• •
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 4 of 16
•
•
•
•
• •
•
••
•
•
•
EVIDENCE SUBMITTED:
Test Azencv
Factory Mutual Research Corp.
UL LLC
PRI Construction Materials
Technologies, LLC
IRT of S. Fl.
Trinity I ERD
MIAMI•DADE COUNTY
APPROVED
Test Identifier
J.I. 2B8A4.AM
J.I. 3B9Q1.AM
J.I. OD0A8.AM
J.I. 0D1A8.AM
J.I. 0Y9Q5.AM
3029832
R1306
GAF -012-02-02
GAF -020-02-01
GAF -082-02-01
GAF -084-02-01
GAF -270-02-02
GAF -276-02-01 Rev
GAF -276-02-02
GAF -306-02-01
GAF -314-02-01
GAF -315-02-01
GAF -369-02-01
GAF -417-02-01
GAF -464-02-01
GAF -499-02-01
GAF -500-02-01
02-005
02-014
G30250.02.10 -3-R1
G31360.03.10
G33470.01.11
G34140.04.11-2
G34140.04.11-4
G34140.04.11-5
G34140.04.11 -5-R1
G40630.01.14 -2A-1
G43610.01.14
G6850.08.07-1
G30250.02.10 -3 -RI
Description
4470
4470
4470
4470
4470
4470
UL 790
ASTM D4977
ASTM D4977
ASTM D6083
ASTM D6083
ASTM D226
ASTM D6083
ASTM D226
ASTM E96
ASTM D2178
ASTM D2178
ASTM C1289
ASTM C1289
ASTM C1284••••••
ASTM D6081
ASTM D6083 •
TAS 114 ••••••
TAS 114
••••
ASTM D3900 • •
.. ..
ASTM D6164
ASTM D6164 •
ASTM D616! .•.
ASTM D6401•• •
ASTM D4897
ASTM D4897
ASTM D6164
ASTM D3909
ASTM D3909
ASTM D3909
Date
07/02/97
01/08/98
07/09/99
07/29/94
04/01/98
05/11/07
07/22/13
11/06/01
02/01/02
05/07/06
05/09/06
11/15/10
12/16/10
11/15/10
07/07/11
08/23/11
08/23/11
10/22/12
.•••01/28/13
' • •f0/22/12
•
•:1/12/14 •••
•03/12/14
•• A1/18/0:
' ••93/22/0€•••••
•••.n/26/12••••
".b3/31/1t
11/16/1
.*•• J
64/25/1.1 •
.••:0;1125/1•1
04/25/11
10/18/13
01/07/14
01/22/14
08/13/07
11/26/12
•
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 5 of 16
•
APPROVED ASSEMBLIES
Membrane Type: BUR
Deck Type 1I: Wood, Insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt.
All General and System Limitations shall apply.
Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection or
(optional) Securock® Gypsum Fiber Roof Board.
Anchor sheet:
Fastening Options:
MIAMI-DADE COUNTY
APPROVED
GAFGLAS® #80 UltimaTM Base Sheet, GAFGLAS® Stratavent® EliminatorTM Nailable
Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat-WeIdTM Smooth or Ruberoid® Heat-
We1dTM 25 base sheet mechanically fastened as described below;
GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above
anchor sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 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® F1exPlyTM 6, GAFGLAS® #75 Base Sheet or any of above
anchor sheets attached to deck with Drill-TecTM #12 Fastener, Drill-TecTM #14 Fastener and
Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac® Flat Plate or Drill-TecTM AccuTrac®
Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rpyv.s.are equally
spaced approximately 12" o.c. in the field of the sheet. •
(Maximum Design Pressure —45 psi'. General Limitation #7)• • • • • •• ••
• •
•
.. •
GAFGLAS® FlexPlyTM 6, GAFGLAS® #75 Base Sheet or any of•ab4e.anchor streets
attached to deck with approved annular ring shank nails and tin paps• a fastener§pacing o •
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 �� . • • • ••
•
GAFGLAS® #80 UltimaTM Base Sheet, Ruberoid® 20, Ruberoid®Mg Smooth, base sheet '•
attached to deck with approved 11/4" annular ring shank nails anal inverted 3'; steal•plate a
fastener spacing of 9" o.c. at the 4" lap and in two rows staggerdd At: a fasteue4spacing0f •;
9" o.c. in the center of the membrane. • • •
(Maximum Design Pressure —60 psf. See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecTM
#12 Fastener, Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac®
Flat Plate or Drill-TecTM AccuTrac® Recessed Plate 12" o.c. in 4 rows. One row is in the 2"
side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure —60 psf. See General Limitation #7)
Any of above anchor sheets attached to deck approved annular ring shank nails and 3"
inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in
two rows 9" in the field.
(Maximum Design Pressure —60 psf. See General Limitation #7)
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 6 of 16
Fastening Options: GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecTM
(Continued) #12 Fastener or Drill-TecTM #14 Fastener and 3" Drill-TecTM 3" Steel Plate, Drill-TecTM
AccuTrac® Flat Plate or Drill-TecTM AccuTrac® Recessed Plate 8" o.c. in 4 rows. One row is
in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the
sheet.
(Maximum Design Pressure —7S psf. See General Limitation #7)
One or more layers of any of the following insulations.
Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft2
EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation, EnergyGuardTM RA Composite
Polyiso Insulation
Minimum 1" thick N/A N/A
EnergyGuardTM Perlite Recover Board
Minimum %" thick N/A N/A
EnergyGuardTM Perlite Roof Insulation
Minimum' " thick N/A N/A
Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the
EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for
insulation attachment. Composite insulation panels may be used as a top layer placed with the polyisocyanurate
side facing down. GAF requires either a ply of GAFGLAS® Stratavent® EliminatorTM Perforated Venting Base
Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board of MT •
•isocyanurate applications. • • •••• •
•
• • •M
Base Sheet: Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGrAr.#80 Uftimai Bast
Sheet, GAFGLAS® Stratavent® EliminatorTM Perforated Venting 1 ii heet,•Rubv roid® Popo •
Smooth, Ruberoid® 20, Ruberoid® SBS Heat-We1dTM Smooth orRulie,rbid® SB��itat-We4T.•
25 directly over the top layer of insulation. Adhere with any apppract mopgiugasphalt • •
applied within the EVT range and at a rate of 20-40 lbs./sq; (see•Fehtral Limitation #4).
Ply Sheet: One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex P1yTM 6'sheet or GAFGLAS® #80 ' •
Ultima Base Sheet adhered in a full mopping of approved asphalt apjlied within the EV •' • •
•
range and at a rate of 20-40 lbs./sq. ' • •' : • • • • •
• • ••
Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® •
EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen
components must be applied according to manufacturer's application instructions. All
coatings must be listed within a current NOA.
1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat
of approved asphalt at 60 lbs./sq.
2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq.
Maximum Design
Pressure: See Fastening Options.
MIAMI•DADE COUNTY
APPROVED
(2 0-
o -
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 7 of 16
Membrane Type: BUR
Deck Type 1I: Wood, Insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type B: Optional base sheet laid dry; base layer of insulation mechanically fastened, optional top layer
adhered with approved asphalt.
All General and System Limitations shall apply.
One or more layers of any of the following insulations.
Base Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft2
EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation
Minimum 1.3" thick 1, 2, 3 or 4 1:3 ft2
EnergyGuardTM RN Polyiso Insulation
Minimum 1.4" thick 1, 2, 3 or 4 1:3 ft2
EnergyGuardTM RA Composite Polyiso Insulation
Minimum 1.5 thick 3 1:3 ft2
EnergyGuardTM Perlite Roof Insulation
Minimum 3/4" thick 1, 2, 7 or 8 1:2 ft2
Structodek® High Density Fiberboard
Minimum 1" thick 1, 2, 7 or 8 1:4 ft2
....
Note: Base layer shall be mechanically attached with fasteners and density described. Insulatiodndls listed•.
are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall•be • •
increased maintaining the same fastener density (See Roofing Application Standard R '$117 for fdstetiing
details). GAF requires either a ply of GAFGLAS® Stratavent® Eliminator" Perforatedenting Base Sheet laid..
•
dry or a layer of EnergyGuardPerlite Roof Insulation or wood fiber overlay board' i
TM *jij 1•isocypntirote
applications.• •• •
. . . . .
.. .. .. .
Top Insulation Layer Insulation Fatmeirs • Fastener • •
(Table 3) ' : . Density(f4.:.
Any of the insulations listed for Base Layer, above. N/A: • • • N/A • •
•. •
Structodek® High Density Fiberboard, EnergyGuardTM Perlite Recover Board
Minimum 1/2" thick N/A N/A
....
..
• . . •
Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a
rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment.
Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down.
Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck Protection or SecurockTM
(optional) Gypsum Fiber Roof Board.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 8 of 16
Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima- Base
Sheet, GAFGLAS® Ply 4, GAFGLAS® F1exPlyTM 6, GAFGLAS® Stratavent® Eliminator -
Perforated Venting Base Sheet laid dry, Ruberoid® Mop Smooth or Ruberoid® 20 directly over
the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT
range and at a rate of 20-40 lbs./sq. (See General Limitation #4).
Ply Sheet: Two or more plies of GAFGLAS® Ply 4, GAFGLAS® FlexPlyTM 6 or GAFGLAS® #80 Ultima
Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at
a rate of 20-40 lbs./sq. (See specification number for appropriate number of plies).
Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM
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. (See GAF application instructions for approved
method of installation).
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 300 lbs./sq. respectively in a flood coat of
approved asphalt at 60 lbs./sq.
2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq.
Maximum Design
Pressure: -45 psf. (See General Limitation #7)
MIAMI•DADE COUNTY
APPROVED
...•
. •
• ....
• • •
..• ....
• .•
.. .
•
.
.... .. .
. • • .
....• ...
.. ..
.. •
. . .
..•
•
•
•
•
• .
. •
.
. .
• • • .
• .
• • •
..•
.
....
. . .
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 9of16
• •
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply.' 6 when used as a mechanically fastened
base or anchor sheet.
2. Minimum 'A" DensDeckTM Roof Board or V2" 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 cell foam insulations
when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot
mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at
each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the
strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be
limited to a maximum design pressure of -45 psf.
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 -ted a!ad,•are below
275 lbf. insulation attachment shall not be acceptable. ••• •• . ••••
•
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is' based b'hI minimum• .
fastener resistance value in conjunction with the maximum design value listed within g.sppgific system. 'Shout
fastener resistance be less than that required, as determined by the Building Official, a reuised fastener.spacing,
prepared, signed and sealed by a Florida Registered Professional Engineer, Registered'Airekitect, or fegistered....
Roof Consultant may be submitted. Said revised fastener spacing shall utilize the witted ,141 resistai>Fe value •
taken from Testing Application Standards TAS 105 and calculations in compliance with Hoofing Application
Standard RAS 117. • •• ••• • •
••
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements ofxhese atddt' • Fastener
densities shall be increased for both insulation and base sheet as calculated in compliance with Rooth g ApplicafiE$:
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 corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at
enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically
referred within this NOA, General Limitation #7 will not be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
MIAMI•DADE COUNTY
APPROVED
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 16 of 16
TGFU.R14153 - Roofing Systems Page 1 of 3
Class A
1. Deck: C-15/32 Incline: Unlimited
Slip Sheet (Fire Barrier): — One or more layers "VersaShield Solo Fire Resistant Slipsheet" mechanically attached.
Shingles or Panels: — Any UL Listed or Classified shingles, panels, or standing seam steel, aluminum, or copper installed In a manner
recommended by the installation instructions provided with the roofing by the manufacturer.
2. Deck: NC Incline: 1/2
Coating: — "TOPCOAT@ Surface Seal SB", applied at a rate of 1 -gal. to 1-1/2-gal./100-ft2.
Surfacing: — Minimum 1/2 -in. thick exterior grade ceramic plaza deck walking tile, adhered in thin -set and grouted per the
manufacturer's installation instructions (Not UL Classified).
SINGLE PLY MEMBRANE ROOFING SYSTEMS (MODIFIED BITUMEN)
Unless otherwise indicated phenolic Insulation may be used in any of the following systems.
Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid@ Membrane.
"GAF Premium Aluminum Roof Coating" may be used on any of the following Classifications with Inclines not exceeding 1/2 -in.
"GAF Weater Coat Emulsion" may be used on any of the following noncombustible Classifications with inclines not exceeding'/2-in.
"Ruberoid@ Modified Bitumen Adhesive" or Monsey Corp. "MBA Gold" or Karnak "No. 81" adhesives may be used in any of the following
noncombustible deck Classifications.
"GAFGLAS@ #80 Premium Base Sheet" may be used in any of the following systems.
(Optional) Noncombustible deck classifications are applicable for use over combustible (15/32 -In. minimum plywood) decks when 1/2 -in.
(minimum) gypsum board or 1/4 -in. (minimum) Georgia-Pacific Gypsum LLC "DensDeck @ Roofboard," "DensDeck Prime@ Roofboard" or
"DensDeck DuraGuard'" Roofboard" are used directly over the deck with all joints staggered 6 -in. (minimum) from plywood joints.
A vapor barrier may be optionally installed under all systems utilizing any "EnergyrGuard@" type insulation. "GAFGLAS@ Perlite" may be used as
an option over any "EnergyGuard""" type insulation. "GAFGLAS@ Stratavent Perforated Base Sheet "may be utilized as an additional ply in any of
the following systems.
The following membranes may be used interchangeably within their own group:
A. "Ruberoid@ Torch Granule" or "Ruberoid@ Torch Granule Plus" or "Ruberoid@ Torch Granule 1" or "Ruberoid® Torch 180" or
"ROOFMatch'" APP Modified Granular" or 'Tri -Ply® TP -4G". ••••
• •
B. "Ruberoid® Mop Smooth" or "Ruberoid@ SBS Heat Weld Smooth" or "Ruberoid@ 601 Cap Plus" or "RuberoicItl5.30". 6...
•• • ••••
C. "Ruberoid® Mop Granule" or "Flex PRF" or "Ruberoid@ Mop Plus Granule" or "Ruberoid@ SBS Heat Weid.gratge" or •• •
"Ruberoid® SBS Heat Weld Plus" or "ROOFMatch'" SBS Modified Granular" or 'Tri -Ply® SBS Modified Bitumenn�•MMembrane" � • •
D. "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR".
E. "Ruberoid® 30 FR" or "Ruberoid® 30 FR HT" or "Ruberoid® EnergyCap'" SBS 30 FR".
F. "Ruberoid® 20" or "Ruberoid® 20 HT" or "Ruberoid® SBS Heat Weld 25."
• •
•
• • •
•••• •• • • •
• • • • •
•••• • ••
• •
•• ••
•• •
• • •
•• •
• •
G. "Ruberoid® SBS Heat Weld 170 FR", "Ruberoid® EnergyCap'" SBS Heat Weld Plus FR" or "Ruberoid® 1-ieat Weld Plus• • •
• • • •
FR". • • • •
H. "Ruberoid® Torch Smooth" or 'Tri -Ply® TP -4".
I. "Ruberoid® Mop Smooth" or "Ruberoid® 20" or "Ruberoid® 20 HT" or "Ruberoid® Dual Smooth".
J. "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5".
Unless otherwise indicated, the Modified Bitumen (Granule) membrane may be surfaced with 'TOPCOAT@ Fireshield MB" at 21/2 to 3.0-gal/100-
ft2, and the incline of the resultant system would be increased to a 3/4 -In. incline. But if the Incline of the Classified system is greater than a 3/4 -in.
incline, the incline of the roofing system would be maintained when surfaced with "TOPCOAT@ Fireshield MB" at 21/2 to 3.0-gal/100-ft2.
Unless otherwise indicated "Ruberoid® EnergyCap'" SBS 30 FR" Is an acceptable alternate for "Ruberoid® 30 FR" or "Ruberoid® 30 FR HT" or
"Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" In any applicable Classification.
• • • • •
• • •
•• • •••• • •
• • •
•• •
Class A - Ballasted
1. Deck: C-15/32 Incline: 1/4 (NC -2)
Insulation: — Perlite, glass fiber or wood fiber, 3/4 to 11/2 -in. or minimum 1'h -in. thick "ThermaCal®" or 'ThermaCal® 1" and 'ThermaCal®
2"
Membrane: — "Ruberoid® Torch Granule 1" (modified bitumen).
Surfacing: — Gravel at 400-lbs/100-ft2, loose laid or concrete blocks, at 10-lbs/ft2 and spaced not more than 1/8 -in.
2. Deck: NC Incline: 3
Insulation (Optional): — Perlite, glass fiber or wood fiber, 3/4 to 1'/2 -in. or minimum 1'/2 -in. thick "ThermaCal®" or "ThermaCal® 1" and
"ThermaCal® 2".
Base Sheet (Optional): — Type 15 asphalt organic felt or Type G2.
Membrane: — "Ruberoid® Torch Granule 1" (modified bitumen).
Surfacing: — Gravel.
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, , TGFU.R14153 - Roofing Systems
3. Deck: C-15/32
Incline: 1/4
Page 2 of 3
Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness or minimum 11/2 -in. thick "ThermaCal®" or 'ThermaCal® 1"
and "ThermaCal® 2".
Membrane: — "Ruberoid® Torch Granule 1" (modified bitumen).
Slip Sheet: — 0.004 -in. thick polyethylene (not Ul Classified).
Surfacing: — 3 -in. thick concrete with one layer of No. 10 Summerville Quarry tile (or equivalent) grouted in place.
4. Deck: NC Incline: 2
Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness or minimum 11/2 -in. thick "ThermaCal®" or 'ThermaCal® 1"
and "ThermaCal® 2".
Membrane: — "Ruberoid® Torch Granule 1" (modified bitumen).
Surfacing: —'/a to 11/2 -in. diameter river bottom stone at 1000 lb/100-ft2 or concrete pavers weighing not less than 10-1b/1-ft2 and
spaced not more than 1/8 in.
Class A - Fully Adhered
1. Deck: NC Incline: 1/2
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness.
Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3.
Membrane: — One or more plies "Ruberoid® Torch®" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberoid®
Mop" (Smooth or Granule) or "Ruberoid® Mop Plus Granule" (granule).
Surfacing: — Gravel, 400-lbs/100-ft2, loose laid or applied in a flood coat of hot roofing asphalt.
2. Deck: NC Incline: 1/2
Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3
Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Pius" or "Ruberoid®
Mop" (Smooth or Granule) or "Ruberoid® Mop Plus Granule"
Coating: — "Karnak No. 97" applied at 1' to 3-gal./100-ft2.
3. Deck: NC Incline: 1/4
Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, any thickness.
Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3.
Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberoid®•Nlop
Granule" or "Ruberoid® Mop Plus Granule".• • •
••••
•
Coating: — "Karnak No. 97" applied at Ph to 3-gal/100-ft2. ••• • • •
• • • •
Incline: 1/2 • • •
4. Deck: C-15/32 •
•
Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanura •cuposite, perlite%urethane
•
composite, phenolic, 1'/2 -in. minimum thickness (butt joints staggered a minimum of 6 -in. form plywoo eck butt joint.. .
Base Sheet: — One or more plies Type G2 or Type G3. •••• • • •
Ply Sheet (Optional): — One or more plies Type G1. • • • • •
Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule•P i?ss $F "Ruber%idp • •
Mop" (Smooth or Granule) or "Ruberoid® Mop Plus Granule". •
Surfacing: — "Karnak No. 97" applied at 11/2 to 3-gal/100-ft2. • • • • • •
• • • •
5. Deck: NC Incline: 1/2 • • • • •
• • •
• • • •• • •
Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. • • ••• •
•
Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus". • • •
Surfacing (Optional): — Karnak "No. 97" or "169" applied at 1 to 3 gal/100-ft2 or Grundy Ind. "20 F Emulsion" applied at 3-gal/100-ft2.
6. Deck: C-15/32 Incline: 1/2
Insulation: — One or more layers perlite, glass fiber, 3/4 -in. minimum, polyisocyanurate, urethane, perlite/polyisocyanurate composite,
perlite/urethane composite, 1V -in. minimum.
Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3"
Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberoid®
Mop" (Smooth or Granule) or "Ruberoid® Mop Plus Granule".
Surfacing: — Gravel.
7. Deck: C-15/32 Incline: 1/2
Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate
composite, perlite/urethane composite, wood fiber/polyisocyanurate composite.
Base Sheet: — Two or more plies Type G2 or Type G3.
Ply Sheet (Optional): — One or more plies Type G1.
Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberoid®
Mop" (Smooth or Granule) or "Ruberoid® Mop Plus Granule".
Surfacing: — "Karnak No. 97" applied at 11 to 3-gal/100-ft2 or gravel.
S. Deck: NC Incline: 1/2
Insulation: — One or more layers perlite, glass fiber, 3/4 -in. minimum polyisocyanurate, urethane, perlite/polyisocyanurate composite,
perlite/urethane composite, 11/2 -in. minimum.
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SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 govem 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. (2,--/ I" 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. C- .i Reneging wood decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
to removing the existing roof system).
3. C - +- 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. (. Exposed Ceiling: Exposed, open beam ceilings are where the underside of thetootdeckin can...
be viewed from below. The owner may wish to maintain the architectural appeaitaraCe;Tereforerqng nail •
penetration of the underside of the decking may not be acceptable. This provides greption of.maintaining'tI # • • •
appearance. .
•�
5. C_1--' Ponding water: The current roof system and/or deck of the buildin �g• • •
cause water to pond (accumulate) in low-lying areas of the roof. Pounding can he► a dtdicatio'hsof st'uc ural•eg and ) • • •
distress and may require the review of a professional structural engineer. Pouncirigraw shorten the life •,
expectancy and performance of the new roofing system. Pounding conditions m8y notbe evident it the
original roofing system is removed. Pounding conditions should be corrected. :
Overflow scuppers (wall outlets): it is required that rainwater flows off so that the roof is not
overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the requirements of Sections R4402, R4403 and R4413.
7. (i1 -I-- 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
roof _.
1,„,LA,.' c \
Z. -
Owner/Agent's Signature Date contractor Signature Date
\..
Revised on 7/9/2009 LD
a
Miami Shores Viilage
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, FI 33138
Re: Owner's Name:
Property Address:
Date:
Roofing Permit Number: -F 1 b ^ 1161
Dear Building Officia
certify that I am not required to retrofit the roof to wall connections of my
ilding because: ,
he just valuation for the structure for purpose of ad valorem taxation is Tess 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 , - • •a•ri• . Building Code (1994 SFBC)
1011
Signature
°p
MEDINA
C State of Florida
Com ,;,,,,r, a FF 986697
Sonde'� . Expires May 7, 2020
through National Notary Assn.
Printten-2)
Name
Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes ands that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this day of o L�
Notary Public, Sate of Florida at Large
`3
When the lust valuation of the structure for purpose of ad valnmm taxation equal ,. or more than $300,000.00, and the ilding Was net constructed ted with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to WaH connection Hurricane Mitigation.
Property Search Application - Miami -Dade County
Page 1 of 1
FFICE I1FTI=CE , � nERTb APPRAflSER
Summary Report
Property Information
Folio:
11-3206-014-2870
Property Address:
9520 BISCAYNE BLVD
Miami Shores, FL 33138-2537
Owner
JASON FEVIG
GRETHEL FEVIG
Mailing Address
9520 BISCAYNE BLVD
MIAMI SHORES, FL 33138 USA
Primary Zone
1100 SGL FAMILY - 2301-2500 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY : 1 UNIT
Beds / Baths / Half
3/2 / 0
Floors
1
Living Units
1
Actual Area
Sq.Ft
Living Area
Sq.Ft
Adjusted Area
2,266 Sq.Ft
Lot Size
8,125 Sq.Ft
Year Built
1974
Assessment Information
Year
2016
2015
2014
Land Value
$179,562
$165,750
$117,406
Building Value
$101,955
$102,735
$100,175
XF Value
$2,721
$2,765
$2,810
Market Value
$284,238
$271,250
$220,391
Assessed Value
$203,715
$202,299
$200,694
Benefits Information
Benefit
Type
2016
2015
2014
Save Our Homes
Cap
Assessment
Reduction
$80,523
$68,951
$19,697
Homestead
Exemption
$25,000
$25,000
$25,000
Second Homestead
Exemption
$25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
MIAMI SHORES SEC 3 PB 10-37
LOT 3 & TRIANG PORTION LOT 3-A
DESC - BEG NELY COR LOT 3-A
SELY130FT SWLY25FT NELY TO POB
BLK 75
Generated On : 6/28/2016
Taxable Value Information
Previous
2016
2015
2014
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$153,715
$152,299
$150,694
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$178,715
$177,299
$175,694
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$153,715
$152,299
$150,694
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$153,715
$152,299
$150,694
Sales Information
Previous
PriceSale
OR Book-
Page
Qualification Description
03/23/2012
$230,000
28049-Qual
1762
by exam of deed
10/01/1999
$0
18958-
4317
Sales which are disqualified as a result
of examination of the deed
08/01/1990
$127,500
14685-
2943
Sales which are qualified
05/01/1974
$24,500
00000-
00000
Sales which are qualified
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 http://www.miamidade.gov/info/disclaimer.asp
http://www.miamidade.gov/propertysearch/
6/28/2016