RF-14-1828c.
G
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: 1250 N.E. 101 Street
R�ACF'TI�T I
AUG 212014
FBC 20 13
Permit No.
Master Permit No. I
City: Miami Shores County: Miami Dade Zip: 33138
Folio/Parcel#:
11-3205-008-0020
Is the Building Historically Designated: Yes NO X Flood Zone:
OWNER: Name (Fee Simple Titleholder): Neil F. Mcquinness Phone#:( 305) 756-1476
Address: 1250 N.E. 101 Street
City: Miami Shores State: Florida Zip: 33138
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: Omega Roo f i g Inc. Phone#: (3 0 5) 953-3333
Address: 9190 N.W. 119 Street
City: Hialeah Gardens State: F1 Zip: 33018
Qualifier Name: Ardiel Barrios Phone#: 786-402-5003
State Certification or Registration #: CCC 0 5 7 4 7 2 Certificate of Competency #:
Contact Phone#: ( 305) 953-3333 Email Address: cxual it�rroofingA_8@ahcx� _ rnm
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ 5,000.00 Square/Linear Footage of Work: 700saft.
Type of Work: ❑Addition OAlteration ONew MRepair/Replace QDemalition
Description of Work: Reroof to a new Flat Mineral Cap sheet roof.
Color thru tile:
Submittal Fee $ Permit Fee $ 9—GO CCF $ CO/CC $
Scanning Fee $
Notary
Radon Fee $
DBPR $ Bond $ . CC)
Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $ _
TOTAL FEE NOW DUE $ `� �.
, =12 LA , 5v
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
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 commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued.�,,7
abs en d notice, the
inspection will not be approved and a reinspection fee will be charged.
( �
Signature o Signature
Owner or Agent Contractor
The foregoing instrument .5
acknowledged before me this The foregoing instrument was acknowledged before me this
day of , 291L, by 7�"� � PA �� S j day of , 20/ -%, by P:e- 1 %31,l/i rs.S
who is persongknown to me or who has produced who is personallyJnown to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
APPROVED BY
MY�09Atb11�8it�V
E!(PIRC�t Otftoa8t 1(0=0
� P� Unsen�en
Plans Examiner
Structural Review
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Exp' ;
MARYLOU HSINAMQ
:;•: rg
MY C011IWAf X)N # FF 059tf92
'a
EXPIRES, ;r,tL 10, 2017
Zoning
Clerk
RE: Permit # K F— k—) Y.—) 2,2Z
Ardiel Barrios
(Print name and circle License Type)
License#: CCC057472
W"'Y,Ij r c ./a1.a.J►
Miami Shores Village
Building Department
INSPECTION AFFIDAVIT
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
DATE: 8/14/2014
licensed as a (n) Contractor / Engineer / Architect,
FS 468 Building Inspector
On or about _ ( 0, 1 did personally inspect the roof deck nailing and
(Date & time)
Secondary water barrier work at 1250 N.E. 101 Street Miami Shores, F1 33138
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Based on 553.844 F.S)
State of Florida
County of Dade:
The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this day Q _ Y
Notary Public, Sate of Florida at Large
WCOMANIORIWOM
EXPIRES: Uctober 10, 2017
8WdW Tlao No"PUW Umlenm' n
'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each
permit # and address # dearly shown marked on the deck for each inspection
Revised on 5/21/2009
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 Date: July 21, 2014
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: Neil F. Mcguinness
Property Address: 1250 N.E. 101 Street Miami.. Shores, Fl 33138
Roofing Permit Number
Dear Building Official:
I Neil F. Mcguinness certify that I am not required to retrofit the roof to wall connections of my
building because:
N 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. ' `
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code (1994 SFBC)
Signature
State of Florida
County of Dade
Print Name
The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this 13 dayPf .20/Ll
Notary Public, Sate of Florida at Large
I►M0uffr9VWM
MY cMMAfI<SSION OMW
EXPIRES: October 10, 2017
Wed thin Ndwy Pob4 Lhftwfts
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $00,000.00, and the budding was not constructed with FBC nor a
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wad connection Hurricane Mitigation.
Revised on 5/21/2009
Property Search Application - Miami -Dade County Page 1 of 1
OFFICE OF THE PROPERTY APPRAISER
Summary Report
Property Information
Year
Folio:
11-3205-008-0020
Property Address:
1250 NE 101 ST <
Owner
NEIL F MCGUINNESS &W MARIA
Mailing Address
1250 NE 101 ST
MIAMI SHORES, FL 33138-2609
Primary Zone
1400 SGL FAMILY - 3001-3250 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
3/210
Floors
1
Living Units
1
Actual Area
2,806 Sq.Ft
Living Area
2,806 Sq.Ft
Adjusted Area
2,607 Sq.Ft
Lot Size
10,600 Sq.Ft
Year Built
1954
Assessment Information
Year
2014
2013
2012
Land Value
$286,258
$193,802
$185,623
Building Value
$159,079
$159,079
$179,709
XF Value
$6,482
$6,560
$8,037
Market Value
$451,819
$359,441
$373,369
Assessed Value
$341,243
$336,200
$331,130
Benefits Information
Benefit
Type
1 $50,000
2013
2012
Save Our Homes
Cap
Assessment
Reduction
T$25,000
$23,241
$42,239
Homestead
Exemption
$25,000
$25,000
$25,000
Second Homestead
11 Exemption
$25,0001
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
GORDON SHORES PB 45-8
LOT 2 BLK 1
LOT SIZE 100.000 X 106
OR 20016-4805 112001 1
Generated On: 7/21/2014
Taxable Value Information
2014 2013 2012
County
Exemption Value
1 $50,000
$50,000
$50,000
Taxable Value
$291,243
$286,200
$281,130
School Board
Exemption Value
1 $25,000
$25,000
$25,000
Taxable Value
$316,243
$311,200
$306,130
City
Exemption Value
1 $50,000
$50,000
$50,000
Taxable Value
1 $291,243
$286,200
1 $281,130
Regional
Exemption Value
1 $50,000
$50,000
$50,000
Taxable Value
$291,243
$286,200
$281,130
Sales Information
Previous
OR Book -
Price
Description
Sale
PageQualification
2008 and prior year sales; Qual by
11/01/2001
$437,000
20016-4805
exam of deed
2008 and prior year sales; Qual by
04/01/1989
$190,000
14096-2889
exam of 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 http://www.miamidade.gov/info/disclaimer.asp
(hftp://www.miamidade.gov/info/disclaimer.asp)
Version
http://www.miamidade.gov/propertysearch/ 7/21/2014
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
�.V
e �
ride Building
d
0
,_ pl locity Hurricane Zone
o �
�r
1q_ l
Miami Shores Village
APPROVE® BY DATE
Form. 4L i j*"/ tj /t -L
S LIAN WITH ALL FEDERAL
�ocess ®.
STATE AND COUNTY RULES AND REGULATIONS
ob ddrress 1250 N.E. 101 Street
a
0
a ROOF CATEGORY
0
Y
s
M Low Slope 0 MechanicaIly Fastened Mks 0 Mortar/Adhesive Set Tile
C ® Asphaltic Shingles ® Metal PaneliShingles 0 Wood Shingles/Shakes
a
a
l ® Prescrtptive BUR -RAS ISO
o
o
ROOF TYPE
® New Roof ) R®r®ofing 0 Recovering 0 Repair 0 Maintenance
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) 700sgft. Steep Sloped Roof Area (SF) NSA ` Otal (SF) 700sgft.
Section B (Roof Pian)
Skitch Roof plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of
parapets.
15.34 2010 FLORIDA BUILDING CODE ® BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2010
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section C (Low Slope Application)
Surfacing: N/A
Fill In specific roof assembly components
and Identify manufacturer
Fastener Spacing for Anchor/Base Sheet Attachment:
(if a component is not used, Identify as "NA")
:
Field: 9 ° pc @ Lap, # Rows 2 @ 9 -oc
System manufacturer: GAF
Perimeter: oc 0 Lap, # Rows 4 0 6 • oc
Product Approval No.: 13-0424.09
Corner: -L-0 oc @ Lap, 8 Rows 4 0 6 " oc
Design Wind Pressures, From RAS 128 or Calculations:
Number of Fasteners Per Insulation Board:
P1 • -42.8 P2• -71 .7 P3: -108.0
Fully adhered
o
Max. Design Pressure, from the specific Pro.
Perimeter Comer
e
Approval system: 52,. 5Illustrate
Components Noted and Details as
Deck:
Applicable:
Type, wood
Woodbloddrig, Gutter, Edge Termination, Stripping,
Flashing, Continuous Cleat, Cant Strip, Base Flashing,
GaugeRhlckness• 1 X 6
Counter- Flashing, Coping, Etc.
;
Slope: .5
Anchor/Base Sheet & No. of Ply(s): (1 ) ##75 base
Anchor/Base Sheet Fastener/Bonding Material:
1 1/4" RIS nail 6" nom@ taps
Insulation Base Layer: Energyquard Perlite
Base Insulation Size and Thickness: 1/2"
Base Insulation FastenerBonding Material:
T= IV z i n� a r,
Top Insulation Layer: N/A
Top Insulation Size and Thickness: N/A
Top insulation Fasten N Bonding Material:
Base Sheegs) & No. of Ply(s): N/A
Base Sheet Fastener/Bonding Material:
N/A
ply-Sheet(s) & No. of Ply(SY 3 plies of Gafpl y 4
Ply Sheet Fastener/Bonding Material:
IV
Top Ply: Gaf Mineral CAID Sheet
T Ply FastenerBonding Material:
i -
Indicate: Mean -Rdof Height, Parapet Height, Height of
Base Flashing, Component Material, Material Thickness,
Fastener -Type, Fastener Spacing or Submit Manufactur-
ers Details that Comply with RAS 1 i 1 and Chapter 16
.tem •
�4
jI�"j' I ■
•
55 y
0-
V-4 �� el l l ■
W00�'h
a- . 9• •• •
.
:09000 , Ropf
. 0 Wght
• .
L0090• • •
•
••
It 10 000
'° �iw� V
2010 FLORIDA BUILDING CODE — BUILDING 15.35
MIAMI -DARE COUNTY
MIAMN PRODUCT CONTROL SECTION
® ' ' 11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
GAF
1361 Alps Road
Wayne, NJ 07470
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA. shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF Conventional Built -Up Roof 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.
sees
TERMINATION of this NOA will occur after the expiration date or if there has been a r%"islon or bA Age in tf e % *
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an epoigp.e hent of. SX* products e
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure,tp&aply with Ony section
of this NOA shall be cause for termination and removal of NOA.sees """
..
e 0
..0• 0 s• .0000
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, FI(94dnand fpppQ end by the: - -
expiration date maybe displayed in advertising literature. If any portion of the NOA is dispra}reft, then ft shall be dofit" :'
in its entirety. : ":' : '
. .
s. sees..
se.:.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufaCtvyAr Qr its disVihUtors aide 0 0
shall be available for inspection at the job site at the request of the Building Official. 06:0
This NOA revises and renews NOA No. 07-1219.09 consists of pages 1 through 17.
The submitted documentation was reviewed by Juan E. Collao, R.A.
NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 1 of 17
ROOFING SYSTEM APPROVAL
Category
Roofing
Sub -Category
BUR
Material:
Fiberglass
Deck Tyne:
Wood
Maximum Design Pressure:
-75 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test
Product Dimensions Specification
GAFGLAS'#75 Base 39.37" (1 meter)
Sheet
Wide
GAFGLAS' #80 Ultima
39.37' (1 meter)
Base Sheet
Wide
GAFGLAS' FlexPly'M 6
39.37' (1 meter)
Wide
GAFGLAS' Ply 4
39.37' (1 meter)
Wide
GAFGLAS' Mineral
39.37' (1 meter)
Surfaced Cap Sheet
Wide
Product
Description
ASTM D 4601 Type II asphalt impregnated and coated glass mat
base sheet.
ASTM D 4601 Type II asphalt impregnated and coated, fiberglass
base sheet.
ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt
coating.
ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt
coating.
ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced
with mineral granules.
GAFGLAS' EnergyCapn" 39.37' (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced
BUR Mineral Surface wide with mineral granules with factory applied
Cap Sheet EnergyCoteTm
GAFGLAS' Stratavent' 39.37' (1 meter)
Eliminator Perforated Wide
Venting Base Sheet
0000.. 0000 . .
"'GnGLAS' Strataven":"039.37" (1 meter)
• •Ek0ninator0 Njilable • � 0 0 0 Wide
0 YpUting 134WS4eet ' ....'
0000..
0000.. . .. ..
• JRuberoid' SJ3S Heat- .. �.. X9.37" (1 meter)
.;.W.Wd7 Smooth. : Wide
0.000.
• •Rn;eroide SBS Meat -;9.37" (1 meter)
Weld -2? .;.. Wide
Ruberoid' 20 39.37' (1 meter)
Wide
ASTM D 4897 Fiberglass base sheet coated on both sides with
asphalt. Surfaced on the bottom side with mineral
granules embedded in asphaltic coating with factory
perforations.
ASTM D 4897 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.
ASTM D 6164 Non -Woven Polyester mat coated with polymer -
modified asphalt and smooth surfaced.
ASTM D 6164 Non -Woven Polyester mat coated with polymer -
modified asphalt and smooth surfaced.
ASTM D 6163 SBS modified asphalt base sheet reinforce with a
glass fiber mat.
NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 2 of 17
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
Ruberoie Mop Smooth 39.37' (1 meter) ASTM D 6164 Non -woven polyester mat coated with polymer -
wide modified asphalt and smooth surfaced.
FireOO Fire Barrier 5, 55 gallons
Coating
VersaShiele Fire 350 sq ft. roll
Resistant Roof Deck
Protection
Topcoat® Surface Seal 5 gallons
SB
APPROVED INSULATIONS:
Product Name
EnergyGuard7 Polyiso Insulation
Proprietary Low VOC, water based fire barrier coating.
ASTM D 226 Non -Asphaltic Fiberglass -Based Underlayment.
ASTM D 6083 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
EnergyGuard7 RA Polyiso Insulation Polyisocyanurate foam insulation
EnergyGuard7 RN Polyiso Insulation Polyisocyanurate foam insulation
EnergyGuard"" Perlite Roof Insulation Perlite insulation board.
EnergyGuardTM Perlite Recover Board Perlite recover board
EnergyGuard7 RA Composite Polyiso Polyisocyanurate foam insulation with high
Insulation density fiberboard or Permalite perlite
insulation
SecurocV Gypsum -Fiber Roof Board Gypsum roof board
StructodeV High Density Fiber Board High density fiber board
Manufacturer
(With Current NOA)
GAF
GAF
GAF
GAF
GAF
GAF
0000
. . 0000
0000..
.. • 00 6.
VJ G Corpoqoon
•
0000 .
0000..
8?d; idge Fiber$oard,
Irgci
6.6.
0000 ..
• 6 0 6 •
0000 • ••
0000•
• 6
0000• • • •
0000•
• 6 •0600•
•• •• •
0666 6•
•
•6•••• 6
•
••••66
• 6 •
• 0060•
•• • 0000
• •
NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 3 of 17
APPROVED FASTENERS:
Manufacturer
(With Current NOM
GAF
GAF
GAF
GAF
C .V9
�A
GAF
GAF
NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 4 of 17
0000
TABLE 3
Fastener
0000..
Product
Product
Number
Name
Description
Dimensions
1.
Drill -Tec'"
#12 Fastener
Insulation fastener for steel,
various
0000..
wood & concrete decks.
2.
Drill -Tec""
#14 Fastener
Insulation fastener for steel,
various
0 00
0000
wood & concrete decks.
0 .
3.
Drill -Teem
XHD Fastener
Carbon steel extra heavy duty
Various
0000.
fastener used in steel decks.
0000..
4.
Drill -Teem
ASAP 3S
Drill-TecTM #12 Fastener
Various
.. ..
with Drill-TecTM 3" Standard
0000..
Steel Plate
. .
5.
Drill -Teem
3" Steel Plate
Round galvalume stress plate
3" round
0
used with Drill -Teem
0 0 0 0 :
000
0
fasteners.
0 00
6.
Drill -Tec"
3" Standard Steel
Round galvalume plated steel
3" round
Plate
stress plate with reinforced
ribs for use with Drill -Teem
fasteners.
7.
Drill -Teem
AccuTraco Flat
AZ -SS aluminized steel plate
3" square
Plate
for use with Drill -Tec"' #12
Fastener, Drill -Teem #14
Fastener and Drill -Teem #15
Fastener.
8.
Drill -Teem
AccuTrac®
Galvalume Steel plate for use
3" square
Recessed Plate
with Drill -Teem fasteners.
Manufacturer
(With Current NOM
GAF
GAF
GAF
GAF
C .V9
�A
GAF
GAF
NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 4 of 17
0000
0000..
. 00
. ..
000000
. 00
0000..
0000..
0000..
0 00
0000
0 .
0
00006
.. .
0000
0000.
. .
0000..
0000..
..0000
0
.. ..
0000..
. .
--0--000..
:--0--
0
0 0 0 0 :
000
0
0000
0 00
0*00
Manufacturer
(With Current NOM
GAF
GAF
GAF
GAF
C .V9
�A
GAF
GAF
NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 4 of 17
EVIDENCE SUBMITTED:
Test Agency
Factory Mutual Research Corp.
PRI Asphalt Technologies, Inc.
IRT of S. Fl.
Trinity I ERD
Test Identifier
Description
Date
J.1.2B8A4.AM
4470
07/02/97
J.1.3139Q1.AM
4470
01/08/98
J.I.ODOA8.AM
4470
07/09/99
J.I.ODIA8.AM
4470 - TAS 114
07/29/94
J.I.OY9Q5.AM
4470 - TAS 114
04/01/98
3029832
4470 - TAS 114
05/11/07
GAF -084-02-01
ASTM D 6083
05/09/06
GAF -314-02-01
ASTM D 2178
08/23/11
GAF -315-02-01
ASTM D 2178
08/23/11
GAF-276-02-01Rev
ASTM D 6083
12/16/10
GAF -276-02-02
ASTM D 226
11/15/10
GAF -270-02-02
ASTM D 226
11/15/10
02-005
TAS 114
01/18/02
02-014
TAS 114
03/22/02
G6850.08.07-1
ASTM D 3909
08/13/07
G34140.04.11-4
ASTM D 6401
04/25/11
G30250.02.10 -3-R1
ASTM D 3909
11/26/12
G34140.04.11-5
ASTM D 4897
04/25/11
G34140.04.11 -5-R1
ASTM D 4897
10/18/13
G34140.04.11-2
ASTM D 6163
04/25/11
NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 5 of 17
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NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 5 of 17
APPROVED ASSEMBLIES
Deck Type 1I: Wood, Insulated
Deck Description: 19/32 1 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.
One or more layers of any of the following insulations.
Insulation Layer Insulation Fasteners
Fastener
(Table 3)
Density/fe
EnergyGuardrm Polyiso Insulation, EnergyGuardrm RA Polyiso Insulation, EnergyGuardTM RA Composite
Polyiso Insulation
Minimum 1" thick N/A
N/A
EnergyGuardTM Perlite Recover Board
Minimum %z" 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 ft. 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® Stratavente Eliminatoirm Perforated Venting Base
Sheet laid dry or a layer of EnergyGuardrm Perlite Roof Insulation or wood fiber overlay board on all
isocyanurate applications.
Fire Barrier: FireOutTM Fire Barrier Coating, VersaShieie Fire -Resistant Roof Deck Protection or
(optional) SecurocV Gypsum Fiber Roof Board.
Anchor sheet: GAFGLAS® #80 UltimaTM Base Sheet, GAFGLAS® Stratavene EliminatorTM Nailable
• • • • Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat-WeldTM Smooth or Ruberoid®
• • • • • • • • • • • Feat-WeldTM 25 base sheet mechanically fastened as described below;
.:. &wtenM— -Lb Wions: •. •.CAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above
• • • • aftchor 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)
. .
..... . . .... .
• • • • • • • • • • • • •&AFGLAS® Ply 4, GAFGLAS® F1exPlyTM 6, GAFGLAS® #75 Base Sheet or any of above
Uchor sheets attached to deck with Drill-Tedr #12 Fastener, Drill-TecTM #14 Fastener and
•
...... Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTraco Flat Plate or Drill-TecT AccuTrace
:0000: 69*:Acessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally
.:.e spaced approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure –45 psf, See General Limitation #7)
NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 6 of 17
GAFGLAS® F1exP1yTM 6, GAFGLAe #75 Base Sheet or any of above anchor sheets
attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of
9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field.
(Maximum Design Pressure 52.5 psf, See General Limitation #;9
GAFGLAS® #80 UltimaTM Base Sheet, Ruberoie 20, Ruberoid® Mop Smooth, base sheet
attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a
fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of
9" o.c. in the center of the membrane.
(Maximum Design Pressure 50 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)
GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-
TecTM #12 Fastener or Drill-TecTM #14 Fastener and 3" Drill-TecTM 3" Steel Plate, Drill-
TecTM AccuTrac® Flat Plate or Drill-TecTM AccuTrace Recessed Plate 8" o.c. in 4 rows.
One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the
field of the sheet.
(Maximum Design Pressure —75 psf, See General Limitation #7)
Base Sheet: Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 UltimaTM Base
Sheet, GAFGLAS® Stratavene Eliminatofm Perforated Venting Base Sheet, Ruberoid®
Mop Smooth, Ruberoid® 20, Ruberoid® SBS Heat-WeldTM Smooth or Ruberoid® SBS Heat-
We1dTM 25 directly over the top layer of insulation. Adhere with any approvedom"ping
asphalt applied within the EVT range and at a rate of 20-40 lbs./sV; (^General•L•i nitation• • •; •
•• • 00 • •
Ply Sheet: One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex PlyTM 4 sfieet or GAb'GLAS® #8Q'
Ultima Base Sheet adhered in a full mopping of approved asphalt gg&d witlliji trig EVT • • • •
range and at a rate of 20-40 lbs./sq. ' ' •
.... . .. .....
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NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 7 of 17
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.
1. Gravel or slag applied at 4001bs./sq. and 3001bs./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 above.
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NOA No.: 13-0424.09
MIAMI•DADECDU _ Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 8 of 17
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex P1yTM 6 when used as a mechanically fastened
base or anchor sheet.
2. Minimum 1/4" Dens DeckTM Roof Board or %2" 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-tested, are below
2751bf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum
fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the
fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing,
prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered
Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value
taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application
Standard RAS 117. ' •' •
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirem®nts.of these areas. Fastener`:'
densities shall be increased for both insulation and base sheet as calculated in complinj'e' y4#i RoofVi;rApplicat oo! - •
Standard RAS 117. Calculations prepared, signed and sealed by a Florida registggO.Wofessionid Engirver,
Registered Architect, or Registered Roof Consultant (When this limitation is specifieally refereed witVin•*:
this NOA, General Limitation #9 will not be applicable.) 0000 • • • •; • •
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing terminatior: HrWs sh59.a&form V
Roofing Application Standard RAS 111 and applicable wind load requirements. • •
9. The maximum designed pressure limitation listed shall be applicable to all roof pressude zdngs (i.e. Meld, • • • • ;
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted. for eaihanceMfebing at
enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is sp®oiirically :0000:
referred within this NOA, General Limitation #7 will not be applicable.) 660@ •'•
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 9N-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 17 of 17
09/06/2013 08:20 FAX 3057518579
TOFUA1306 - Roofing Systems
'lila. :of P* tyfene toe board bsbvftn minfanua %4n, thick Perft board and deck with rosio paper (Pe rgWrosln
R 1001Y�nefperiite) is a svftWO altemate for POWSOcyanurate board in the following Class A, B or C systas„
Q 0001/0001
Page 2 of 2
"EnWgyGuard RA` Or' repere0 lnergytuard RA° or "BnergyGuard Composite RA" May be substituted for any Atlas polytsocyanurat a irwWon in
MY Of the k0owing Gasifications.
TrurrlbW "Perms Mop° may be utilized With any of the following 'Asphalt felt System with Not RoOMM Asphalr,
"GAFSLASO *80 Premium ease Sheet° may be used In any Of the following systems.
GAF(3LAS® Flex Ply 6" and 0Tri-3jy& Ultra-Rex3ibte Ply Ware suitable altemai es to GwGLASS ply s".
"GAFTEMP Permefite Recover Bo rd" may be used In lieu of any Wite insulation In any of the following KC aaaftations.
Unless othefWiSe Indicated, any of the 'Asphalt Felt Systems with Hot Roafs
fta. ng Asphalt may be surfaced with "Rreshield MS" at 2y: to 3 VvV1oii-
"Ruberoldi$1 Ural Smooth" may be used as an alternate to "Ruberoidp Mop Smooth" or "Rub Q 20" or "Rubeftd* 28 Kr
"Ruberokle MOP Smooth 1.5" may be used as an alternate to `Ruberaid® troop Smooth"
Class A, 13 and C
Hat roofing asphalt; for use with organic and glass felts or modified bitumen membranes.
"Ruberoldfip Beat Weikla SBS roofing membrane may be used in r'ieu of "RuberoldO MOP" SBS Products to any applicable Classification.
1. Oecla C-15/32
Class A
InCHM 3
YnsWaPaon (Optional): — One or more layers pmIte or waorl fiber or glass sitar or palyLSOcyarrUrate or urettlane or
p /p= nurate composite or Perlite/urethane composite or wood fiber/potytsocyanurate composite or phenotiky any thickness.
pal — Meer more Pltes Type G2 or "GAMMAS® Ply 4" or *TW -Ply® Ply 4" or GAIGLASO Ply 6" hot mopped.
U — Gravel.
hUP-11database.ul.comfcgi-bi &W/teInPL%eUSM/2FRA?MshowMe html?=ix—TG... 1/3/2012
xr�z COPthmell)i — One or more layers perilte Or wood fiber or gta$S fiber or potylsocyanurate or urethane or
11W0611risocyanurate Composite or peritte/Urethane composite or wood fibwpolyisocyawmte composke or phenolic, any thiclmm,
Piy Sheet: — Three or more plies Type G1 or "WCAASO Ply 4" or "Tri -Ply® Ply 4" Or GAFGiASO Ply fi .
CaP Sheet~ — One Ply TyPe G3 GAFGLAS® Mineral Surfaced Cap Sbeee or "TriPly MkMV1 Surfaced Cap Sheet " or "GAPM.ASO
EnergyC3Pm - BUR Mineral Surfaced Cap Sheet."
3' Veda NC Incdiaes Z • • • •
• • 0000
IRBgMUM (Optional): — One or more layer$ ped lite, woad fiber, glass ft'berr polyisocyanurate, Uretharser "e/pollem"anwate
•00000
• •
composite, Perlite/u:ethane composite, wood fiber/potyisocyanurate composite, phenolic, 2-1n, fr4urimt: • • •
Ply Sheep — Two or more plies Type GI GAFGLAS& ply 4", "rd-PIYO Ply 4" GAFGi.ASt9 Ply • • 000 • • •
4960:9
or 6".
Cap Sheetr — One ply Type 63 *GAFGLASS Mineral Surfaced Cap Sheet" or "rri•Ply® Mineral Surfacad+CeN SbeW or GAFGUaSO
Enerr9y0P " SUR
• •
Mineral Surfaced Zap Sheet."
:0000:
4. DeCla C-15/32 i[rtclrtD:1 0000 • • •
*00**
•O!0•• • •
• •
00.00
• • 0000••
Stip Sheet (Opp 0nal): -- Red rosin paper, nailed to deNk. • • • • •
*00000
IaSulatioa (final): — Any thickness PerfiCe or woad fiber at glass fiber or POMSOcyanwate nmcl3r�lttfpr�°i stened or adRered with
OMS Im "Oiyflond Fastening System" or arty UL Classified Insulation •
• •
•
adhesive.
Base Sheat — One ply Type 62 "GAFGLASO #75 Base SheW or " f r i- #75 Base Street° • • ••
PJy� (may tie Half
• • • • • •
:00000
Ply Sheets — One or more plies Type G1 GAFGLASS Ply 4" or Irri-Mye Ply 4" or GAFGIAS@ Ply 6". s -i'
• •
CDP Slzeei:t — One ply Type G3 "GAFGIAS® Mineral Surfaced Cap Sheet" or " rri"Piyp Mineral Surf IA"; S'l:et" or GA♦ GI"a
&tarilYtap WR MllrWai Surfaced Cap Sheet"
:000*:
•
Serf clog (OPt MW)s — "TOPCOATO EnergyCote'"" applied at a rate of 2-gal/108-R2. • • • •
hUP-11database.ul.comfcgi-bi &W/teInPL%eUSM/2FRA?MshowMe html?=ix—TG... 1/3/2012
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 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. Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of
provi ng 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. Renalling 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. Common roofs: Common roofs are those which have no visible delineation between neighboring
un' 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 the roof decking can
be wed 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
appea ce.
5. Ponding water: The current roof system and/or deck of the building may not drain well and may
ca water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structujgl0 •
distress and may require the review of a professional structural engineer. Pounding may 0ortep the life.... •
expectancy and performance of the new roofing system. Pounding conditions may not be%A&rg until the,
original roofing system is removed. Pounding conditions should be corrected. 600000
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6. Overflow scuppers (wall outlets): It is required that rainwater flows off so "epof is pl • •
ove oaded from a buildup of water. Perimetededge wall or other roof extension may blockfts discharge if • •
overflow scuppers (wall outlets) are not provided. It maybe necessary to install overflows M in
accorda with the requirements of Sections R4402, R4403 and R4413.
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7. Ventilation: Most roof structures should have some ability to vent natural airflow through i • • •
inted of the structure assembly (the building itself). The existing amount of attic ventilaftgp4f not be • 0 •,
reduced. It may be beneficial to consider additional venting which can result in I* g pf the
roof.
Owner/Agent's Signature Date /�Wiv-1 Contractor Sig to ate
Revised on 7/9/2009 LD
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