RF-11-191F
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 155665 Permit Number: RF -2 -11 -191
Scheduled Inspection Date: June 06, 2011
Inspector: Bruhn, Norman
Owner:
Job Address: 429 NE 102 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: CLIMAX ROOFING INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Flat
Phone Number
Parcel Number 1132060170790
Phone: (786)413 -4695
Building Department Comments
RE -ROOF BACK FLAT SECTION
Passed -()
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
i'c__
June 03, 2011
For Inspections please call: (305)762 -4949
Page 5 of 26
ACORD. CERTIFICATE OF LIABILITY INSURANCE
CERTIFICATE NO,1 DATE
4AC11- 9100462 - 993035
PRODUCER
Eighpoint Risk Services LIZ
14160 Dallas Parkway 9500
Dallas, TX 75254
(900) 632 -5096 (972) 715 -0959
Pax: (972) 404 -4450
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTFR THF COVFRAGF AFFORDFO BY THF POLICIES BELOW
INSURERS S AFFORDING COVERAGE
INSURED: Aspen Staff Leasing, Inc. 1 /c /f:
CLINAX ROOFING, INC
1557 60 *_h SOUTH
MIAMI, FL 33165
(786) 413 -4695 Fax: (305) 485 -4599
INSURERk Companion Propp.rty and Casualty insuramao C
INSURER B:
INSURER C
INSURER D:
INSURER E:
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW NAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT. TERM OR CONDIISON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN 13 SUBJECT TO ALL THE TERMS. EXCLLSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
IASR
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
. i, } ; . �
PO CY E MKRA
2 k- .. � �∎ � • •
LIMITS
GENERAL
LIABILITY
COMMERCIAL GENERAL UAEIJTY
EACH OCCURRENCE
S
FIRE DAMAGE (Arty One Flre)
$
MED EXP (Any arts miserly
$
■. CLAIMS MADE EJ OCCUR
PERSONAL & ADV INJURY
$
■
GENERAL AGGREGATE
$
■
PRODUCTS - COMP/OP AGG
5
GEN'L AGGREGATE OMIT APPLIES PER:
POLICY n P'$9 n Loc
AUTOMOBILE
■
■
■
■
■
■
■
LIABILITY
ANY AUTO
AU. OWNED AUTOS
SCHEDULED AUTOS
HIRED AUTOS
NON- CIWNED AUTOS
COSIBINED SINGLE UM'T
MA ewe)
s
BODILY INJURY
(Per person)
$
BODILY INURY
(Per eccdentl
$
PROPERTY DAMAGE
(Per =Item)
5
GARAGE
LIABILITY
ANY AUTO
AUTO O N L Y - EA ACCIDENT
S
OTHER THAN EA ACC
$
AUTO ONLY AGG
$
EXCESS
■
UABIUTY
EACH OCCURRENCE
S
AGGREGATE
$
OCCUR CLAMS MADE
$
$
.
DEDUCTIBLE
RETENTION $
8
A
WORItERSCOMFENSARONAND
EMPLOYERS
LJABILITY
WC362727400
04/01/2011
04/01/2012
x irAretd Pa-
8 1000000
EL. EACH ACCsoENT
EL DISEASE -EA EMPLOYEE
S 1000000
EL.DISEASE- POUCYUMIT
$ 1000000
OTHER
■
LIMITS
$
UMrTS
S
u-
1.
Staff
wages
leased
***PLEASE
This
(HAN Ur UrGUA IIUN.-YLU.M UI rib,
certificate remains
Leasing, Inc.. Coverage
to Aspen Staff Leasing,
ROOFING,
SEE ATTACHED PLOYEEROSTER
14Lty t7 L.t.0 fNb ••' .• _ ••
in effect, provided the client's
is not provided for any
Inc.. Applies to 100%
effective 04/01/2011.
*
w
account
employee for
of the employees
is in good standing with Aspen
which the client is not reporting
of Aspen Staff Leasing, Inc.
CERTIFICATE HOLDER 1 1 ADDYRONAL INSURED; INSURER LETTER:
MIAMI SHORES
10050 NE 2ND AVE
MIAMI SHORES, FL 33133
CANCELLATION
SHUULU ANY UP IHt AUOVe D!.bLNItIk13 WJLILIr&bh CANCI: ED 11W-UNt. I tit t1WINAtILUN
DATE THEREOF. THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
IMPOSE NO Oi .IGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR
REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE
ACORD 25-5 (7197)
ACORD CORPORATION 1988
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
FBC 20
MAR el 0 011
BY: - - - — ®_®
Permit No. pr z- I - of
f
Master Permit No.
Permit Type: BUILDING ROOFING
OWNER: Name (Fee Simple Titleholder): ( -A Z ›7 F Nc- ° Phone#:
Address: liZ 6% /vi /L Z $
City: I1 Tf1Mi S Il U S State: (L
Tenant/Lessee Name:
Phone#:
Zip: 33 13
Email:
JOB ADDRESS: (1Z q !J - 101 5i
City: Miami Shores County: ��- Miami Dade Zip: 3 3 1 3 g
Folio/Parcel #: /% 3 z.e 6 017 0 1 q10
Is the Building Historically Designated: Yes NO X Flood Zone:
CONTRACTOR: Company Name: C (IPA- l u stf ; 7N
Address: l V3 S 1 i 91 4 VE
City: /t/f : 4-N/; State: f-1-
Qualifier Name:
T-01,' 6 f3A-m *TA
A,
Phone#: 144 4(3 - (405
Zip: 33/6 S'
Phone#: 5A-A4.6
State Certification or Registration #: C Ce / 3 Z- KZ 3 Certificate of Com
Contact Phone#: 7 O t L//2 - '/6y s Email Address:
DESIGNER: Architect/Engineer: IJ
Value of Work for this Permit: $ 1�I
6110c,
0 Square/Linear Footage of Work: Z 4,7
Type of Work: ❑Addition NJAlteration ❑New ORepair/Replace ODemolition
Description of Work:
I l — 1200 C lk"r 1 12E—V V S
0 PA- a D) Nrq � P
* *' ** * ** * * * ** * * **d' ** ** * * ***** * e ** *F
Submittal Fee $ Permit F ee
Scanning Fee $ Radon Fee $
Notary $ Train, ducation Fee $
Double Fee $ Structural Review $
CCF $ CO /CC $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $
(. 00
4
Bonding Company's Name (if applicable)
Bonding Company's Address �\
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address 114
City State l\' 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 FT.F?CTRICAL 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 In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature ;° ' i`/ Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this n The foregoing m trument was acknowledged before me this ZIS
day of '144 , 20 11 , by , day of l'Atk , 20 0- , by
who is perso own to me or who has produced who i rsonalto me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC:
APPROVED BY
NOTARY PUBLIC:
x,.1°'7/ Plans Examiner Zoning
Structural Review
(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
Clerk
Cming MrMI Comte Huck
Mlaml -D °. "'" = uil • ing ' epartment Electronic Application
High Velocity Hurricane Zone Roofing Permit Application Form
'Delivering Excellence Every Day
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing,
Counterflashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness,
Fastener Type, Fastener Spacing
Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16.
PaTgWah
hv7AR302011 gy
„,..e2A,....o„
COPING METAL WJ
CON 1 CLEAT 1 WAGE HEAVIER
PT WOOD BLOCKING
— SCREW W/
SEALING WASHER
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TOP PLY
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111111114011111111111111 111
ARSE FLASHING
INTERPLES
BASE SHEET
•
t \
ti
\ ti
e e —CANT STRIP
'` -TOP LAYER INSULATION
\ `BASE LAYER INSULATION
\ CONCRETE DECK
ASTM PRIIUWR
1/4' ANCHOR SHEET
Miami Shores
APPROVED
ZONING DEPT
BLDG DEPT
BY
Village
DATE
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
Parapet wall height:
Roof Mean Height:
Coping Metal: �--
['4k • 4'` VACS _ 24�i4
Cleat;
[Cotir l iv)D S L2
Wood Nailer:
Wood Nailer Fastening:
Base Flashing:
Base Sheet:
Top Layer of insulation:
Base Layer of Insulation:
Anchor Sheet:
1
1
1•
Florida Buiiding� ode Edition :
High Velodty Hurr aim Zonevnif m Peimit Apeman Form.
Section C (Low Moped.
loped Roof System)
Fill in Specific Roof Assembly Components
and Identify M.anhfactitrer
(If a components not used, WO* as• "NAB . •
System Manufacturer: G .Ac -
�p �
NOA Noy 7'"' 1 t i/ �► r 9
Deaign Wlnd Pik, From RAS 128 oar Gal an:
• Pmaxi•- .' Rama:.
-- $2-Pry: -' 124
• Max. Design Pre e: From t e Specific NOA •
System: - —42 -.5
••'tType:
GaugeiThickness slg
Anchor/Base Sheet & No: of PPy(s):6idN Q.h SS BASE
Street Fasteng
'Material': •
.• t . iMit tVirrisi
hu:tdation Base Layer.. . • .M /is:
•Base',mutationst* and.Thic ess• Ali /A •
• Base-insulation r-a ei/Bo gate: AY A.•
•
Top Ind . A/ l iA • . •
Top fnscdai iOn•Size and Thidaiess; • tv /A
Top Iniulation Festener/HorrdIM
krg•ai eriii:. • A914 • . aase Sheets) b ■k). of PIA. s): . NIA
Base Sheet FastenebBohding Mdberiel= _
•
• Pry Sheet(s) $ No. of Plytssi ;
Ps �a la g
Top •Ply:. •
Top Ply Fastener'
Surfacing: ' IVMi
•
Fastener_Spacing for Anciior/Base Sheet-
Attachment - .
Rekt ace .# z @ - 7 oc
Perhneter:. _' oc ® Lap. #Rows ' • -•oc
Comte:' ' oo ft LaP. # Rows (o @ "°C•
• Number. of Fasteners Per Insulation •
BOard • WA. -
Field _ • Perhneter Comer.___,
•
.Ujustrap Components Noted and
ffemifs atrnAcppncat�r._ : =
woodblocrcing, Gutter. Edge 7' •Terrimrrueion,
.5, FJShing. cantons •cleat Cant' :
Snip,: 6a$e- Counter- Fiashti�.
• •
"Auk: Mean :Roof ;:Height, Parapet Height.-
Height of Base hing,' Compar!ent= Matmlat.'
- Material Thk:lcness, Fastener tom, Fastener
Spacing 'tor Subunit- Maniifacturers •Details :tat
Comply with RAS 1.11 and chapter 16.:. -
••
Di -' a
S�KCO• bN�No�.:$ "dLs
Astrvim� e
••1
A■ (
Miami Shores Village
Building Department
90050 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
FBC 20
EB 0 211
BY:
Permit No. + 1 t S f
Master Permit No.
Permit Type: BUILDING ROOFING
DM /NY REISS) G
OWNER: Name (Fee Simple Titleholder): f�,4L FcgA/y INC. Phone#: 306 4S8 - 7134
¥{ZRivi /0Z 5i
City: /44M% j Slott 'f i I h4Gf State: Ft Zip: 3313%
Tenant/Lessee Name: Phone#:
Email:
Address:
JOB ADDRESS: fz R nie. 10 2 ST
City: Miami Shores County: Miami Dade zip: 33138
Folio/Parcel #: 11 -
320 -011- 07T O
Is the Building Historically Designated: Yes
NO X Flood Zone:
CONTRACTOR: Company Name: Crit/44-X goo F1N6 .L N C Phone#: 7 d 6p 113444'5
Address: / S.3 / SW 9s1 AVE
City: 1^4 TOM i State: Ft- Zip: 33) t2 5
Qualifier Name: 17Tb t O tai'SAir A rig • Phone#: 7,6 413 - Li 1AS
State Certification or Registration #: CCC 132 gs g23 Certificate of Competent #:
Contact Phone#: 77S(0 q13 - 4 (i' 5 Email Address: &/1-5A-4741-01; (41)1A-400
DESIGNER: Architect/Engineer: l 1/j4 Phone#:
Value of Work for this Permit: $ 2 300.04 Square/Linear Footage of Work 217
Type of Work: DAddition Alteration ONew ORepair/Replace ODemolition
Description of Work
RE- pooF FLAT sic oN)
"i pt1
Submittal Fee $ Permit Fee $ 6),5 CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address , j
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: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Owner or Agent
The foregoing instrument was acknowledged before me this 3
day of r-i lo , 20 1 l , by
Signature `l o Ct'
Contractor
The foregoing trument was acknowledged before me this
d a y o f P L . ,20 (l ,by
who is personally known to me or who has produced who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
As identification and who did take an oath.
NOTARY PUBLIC:
APPROVED BY
9/96J-7.7
Plans Examiner Zoning
Structural Review
(Revised 07!10 /07)(Revised 06 /10i2009)(Revised 3/15/09)
Clerk
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
\!..;
tt FEB o 4 2011 j'
BY:
Florida Building Code Edit
High-Velocity Hurricane Zone Uniform Permit
Miami Shores Village
APPROVED
BY
DATE
70NING DEPT
r"r:PT
on 2007
Applicilli ()1,1k i
Cv1/80
..11,t(
,A!,1 IANCF WITH Al
AND 131
L FFDFFIAL
GI ji Ai IoNs
&action A (GenPral Information)
12'ct - (ct
Master Permit No. Process No.
Contractor's Name
0LkuLciaa16a rNC
Job Address 41Z gi NE / /5
Low Slope
0 Asphaltic
Shingles
ROOF CATEGORY
O Mechanically Fastened Tile
O Metal Panel/Shingles
0 Prescriptive BUR-RAS 150
ROOF TYPE
0 New Roof afReroofing 0 Recovering
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF)
O Mortar/Adhesive Set Tile
O Wood Shingles/Shakes
0 Repair 1=1 Maintenance
Total (SF)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of
parapets.
a
FLORIDA BUILDING CODE — BUILDING
t
Miami-Shores Village
Building Department
10050 N.E.2nd Averkte -
Miami Shores,Tiorida.3-3138
Tel: (305)7952204
Fax: (305) 756.8972
OWNERS1 AFFIDAVIT OF EXEMPTION
ROOF TO WALLCOINECTION HURRICANE IIITIGATION_RETROFff FOR EXISTING SITE - -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO-SECTION 5a11.844 F.S.
To: Miami Shores Village Buffcrmg Department
10050 NE 2fid Ave
Miami Shores, A 33138
Re: Owner's Name: &Ai- &/-005 Dooffry Pe)
• Property Address: IP /lig /0z- or.
Roofing Permit Number.
Dear Buililing Officiat
1 bA IA y Prips certify that 1 am not required to lac& the roof to wan connections of my
buffing because: reAL
Fivarri
Date: 2-3' - 1 I
iThe just valuation for the sbucture for pupose of ad valorem taxation is less than $300,000200. Please attach proof of ad
valorem taxation.
O The building was constructs in compffance with the provisionsof the FloridaBOilding Ccde (FBC) or with the provisions
of 1994 griffon of the South Florida Building Code (1994 SFBC)
State of Florida
County of Dade ••
The undersigned being the &daily sworkdepcdes and says that he/she is the owner for the above property mentioned.
Swom to aml subscribed before me this 3 *of ra-4 Zoir
Wel
Print Name
Notary Public, Sate of Florida at Large .6444A t,r4,,a 14
equEd born= than =DAM% middle WEIN was notconsfactedwili FIX nor a IMIN
ePPEctlan flom a Gentzttal Conttactorfor the Recite MI =tacks' Hokin hOgairon.
SFBC. Then you must pm*: a
o
RE: Permit #
1 :I
(it( KilSAati iR.
(Print name and circle License Type)
Miami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
DATE: Z — 3 "
INSPECTION AFFIDAVIT
cgooTto& CON7a• J licensed as a (n) Contractor / Engineer / Architect,
FS 468 Building Inspector
License #: CC's 132 SS$ 23
On or about Z'S-t ,1 did personally inspect the roof deck nailing and
(Date & time)
Secondary water barrier work at 9'2'Y it/F /02_ ST
(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:
4.L
The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property
mentioned.
Swom to and subscribed before me this 3 •f _... 20
Notary Public, Sate of Florida at Large
'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with
permit # and address # clearly shown marked on the deck for each inspection
Revised on 5/21/2009
1
Florida Bulldog Code &Rion 2007
High Velocity Hurricarm Zone Uniform PerndtAmdication Fonn
Section C (Low Sloped Roof System),
F® In Specific Roof Assembly Comnpommte
and Identify Manufact ner
-• (6a component l not used, ►as`W J
System Gq. l pi* e'T .
®7- lam. Oct
NOAP4o.:
Design Wind Pressures, From RAS 126 or
Pausal .2 .PmariSS Pa 'ag( '3
Max Destim Pressure, tra. t4,81epelo NOA
Dedc if
wis
1
A4
Slopix f 2-17 -
Sheet &No ofPiy(s) 44
AndrodBase She FaenedBonding Mated*
hoadadon Baselay= 44
Base-Insulation Size and T
Bala insidation FastenenBonding Welk*
Top insttharn Layer: 11
Top hit Size and l NIA
Top
Insulatkm FrodenedBonding Pitatelat 41�
BaseSheel(s) & No. of Ply(s'• CI I- 8 Sit 1'
1114 rs. fran erffirge DIM i
Ply S h s) & No. of Ply* }} t o 1)
PIyS Fr r4W q. t"
Top Ply I PI y IF Mhder4 at Alger
T W �f
l" O P is '� 4-1 !v
suiradnfr Cmits UtL$
LS
Fastener Snack* for Sheet
Attachment
.'oe Lag #Ross Z g 'oc
• @LW. # Rowel. @. i0 'oc
4 -cc@ Lap, #Rowel_ @ ±"oc
Number of Fasbnons Per Insutation
k P +C�r N14-
I
Wustrats Comte Noted and -
t. Edge Tom,
SMpp6tg, Flashing, Conlinnmts3 Cleat, Cant
Strip, Base Fes, Counter- Flashing,
Coping, E
Mean Roof Height, Parapet Height,
Height of Base Flashing, Component Material,
Mattel Ttdckness, Fastener Type, Fastener
Spacing or Submit Nkinufactimns Details that
Comply ear RAS 111 and Chapter 16.
Il KItiotsitt. Suracg
IM►3 gliksownruf
tolvar
( Oho, boor o15
a,/R .. NMLS /
FT.
NIA
t06ar tYk
Pee ,tee 14
3j Rs tte A`6o
FT.-
Parapet
Heinht
ION
Mean
Roof
MIA
123 01-48 12/09 Pia
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Materrial Corporation.
1361 Alps Road
Wayne, NJ 07470
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building
Code and Product Review Committee 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade
County Product Control Division 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 and 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.
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. 03- 0501.05 and consists of pages 1 throygh 19.
The submitted documentation was reviewed by Jorge L. Acebo.
(!)
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 1 of 19
ROOFING SYSTEM APPROVAL
Category:
Sub - Category:
Deck Type:
Maximum Design Pressure
Roofing
BUR
Wood
-75 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test
Product Dimensions Specification
Leak BusterTM MatrixTM
307 Premium Asphalt
Primer
GAF Mineral ShieldTM
Granules
Leak BusterTM MatrixTM
305 Fibered Asphalt
Emulsion
Leak BusterTM Matrix TM
303 Premium Fibered
Aluminum Roof Coating
LeakBusterTM MatrixTM
• 322 Elastomeric Roof
Coating
LeakBusterTM MatrixTM
Select Asphalt Emulsion
Fibered 306
Leak BusterTM MatrixTM
204 Wet/Dry Roof
Cement
RUBEROID® Modified
Bitumen Flashing
Cement
LeakBusterTM MatrixTM
201 Premium SBS
Flashing Cement
GAFGLAS® #75
3, 5, 55 gallons
60 & 100 lb. bags
5 gallons
1, 5 gallons
55 gallons
55 gallons
1, 5 gallons
5 gallons
5 gallons
ASTM D41
ASTM D 1863
ASTM 1227
Product
Description
Asphalt concrete primer used to promote
adhesion of asphalt in built -up roofing.
Granules for surfacing of exposed asphalt,
cold process cement or emulsion. GAF
Mineral ShieldTM Granules shall be used for
flashing applications only.
Surface coating for smooth surfaced roofs.
ASTM D 2824 Fibered aluminum coating.
Elastomeric roof coating.
Asphalt emulsion fibered.
ASTM D -4586 Refined asphalt blended with a mineral
ASTM D -3409 stabilizer and fibers. Permits adhesion to
wet and dry surfaces.
ASTM D 4586 Fiber reinforced, polymer modified Flashing
cement
ASTM D 4586 Asphalt flashing Cement
39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat
wide base sheet.
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 2 of 19
Product
GAFGLAS® 1180
ULTIMATA' Base Sheet
GAFGLAS®
Flex PIyTM 6
GAFGLAS® Ply 4
GAFGLAS® Mineral
Surfaced Cap Sheet
GAFGLAS®
EnergyCapTM Mineral
Surfaced Cap Sheet
GAFGLAS®
STRATAVENT®
EliminatorTM Perforated
GAFGLAS® Flashing
GAFGLAS®
STRATAVENT®
EliminatorTM Nailable
RUBEROID® SBS
Heat We1dTM Smooth
RUBEROID ® SBS
Heat- WeIdTM Granule
RUBEROID® SBS
Heat- We1dTM 170 FR
RUBERO]D® SBS
HeatWeldTM PLUS
RUBEROID® SBS
Heat- We1dT"" PLUS FR
RUBEROID® SBS
Heat We1dTM 25
RUBEROID® Modified
Base Sheet
'.111Z 4
APPROVEDI
Dimensions
3937" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39,37" (1 meter)
wide
3937" (1 meter)
wide
39.37" (1 meter)
wide
Various
39.37" (1 meter)
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
1 meter (39.37")
wide
1 meter (39.37 ")
wide
1 meter (3937")
wide
1 meter (3937")
wide
39.37" (1 meter)
wide
Test
Specification
ASTM D4601
ASTM D 2178
ASTM D 2178
ASTM D 3909
ASTM D 3909
ASTM D 4897
D 3672
ASTM D 4897
D 3672
•
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D-6164
ASTM D -6164
ASTM D4601,
Type II, UL
Type G2 BUR
Product
Description
Asphalt impregnated and coated, fiberglass
base sheet
Type VI asphalt impregnated glass felt with
asphalt coating.
Type IV asphalt impregnated glass felt with
asphalt coating.
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules with factory
applied layer of TOPCOAT®EnergyCoteTM.
Fiberglass base sheet impregnated and
coated on both sides with asphalt. Surfaced
on the bottom side with mineral granules
embedded in asphaltic coating with factory
perforations.
Asphalt coated glass fiber mat flashing sheet
available in three sizes.
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 surfaced with
mineral granules.
Non -Woven Polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Non -Woven Polyester mat coated with .
polymer modified asphalt and surfaced with
mineral granules.
Non -Woven Polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Non -Woven Polyester mat coated with
polymer - modified asphalt and smooth
surfaced.
Premium glass fiber reinforced SBS
modified base sheet
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 3 of 19
Product
RUBEROID® 20
RUBEROID® Mop
Granule
RUBEROID® Mop Plus
(Granule)
RUBEROID® MOP
Smooth
RUBEROID® MOP
170FR
RUBEROID® MOP FR
RUBEROID® TORCH
Smooth
RUBEROID® TORCH
Granule
RUBEROID® TORCH
PLUS (Granule)
RUBEROID ® TORCH
FR
RUBEROID® 170FR
TORCH
RUBEROID® 30
RUBEROID® 30 FR
RUBEROID®
ULTRACLAD®
RUBEROID® Dual FR
Vent Stacks (metal and
plastic)
Dimensions
39.37" (1 meter)
wide
3937" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
3937" (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" (I meter)
wide
39.37" (1 meter)
Wide
39.37" (I meter)
wide
39.37" (1 meter)
wide
3937" (1 meter)
wide
3937" (1 meter)
Wide
Test
5pecification
ASTM 13 6163
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D 5147
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6163
ASTM D 5147
ASTM D 6163
ASTM D5147
ASTM D 6298
ASTM D 5147
ASTM D 6164
ASTM D 5147
TAS 100(A)
ASTM D 1929
ASTM D 635
Product
Description
SBS modified asphalt base sheet and
interply sheet reinforce with a glass fiber
mat.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -woven polyester mat coated with
polymer- modified asphalt and smooth
surfaced.
Non -Woven polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Non -Woven polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granule's.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, smooth
surface.
Asphalt impregnated, coated felt, surfaced
with mineral granule.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, granule
surface.
Heavy duty, polyester reinforced, coated
with fire retardant asphalt modified bitumen
membrane, granule surface.
Heavy duty, polyester reinforced, coated
with fire retardant asphalt modified bitumen
membrane, granule surface.
Non -woven fiberglass mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -woven fiberglass mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Woven fiberglass mat coated with Polymer
modified asphalt and surfaced with
aluminum, copper or stainless steel foil.
Non -woven polyester and fiberglass mat
coated with file retardant, polymer modified
asphalt and surfaced with mineral granules.
One way valve vent used to relieve built -up
pressure within the roof system. GAF Vent
Stacks are available in metal or plastic.
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 4 of 19
Product
Leak Buster"' MatrixTM
302 Non Fibered
Aluminum Roof Coating
GAF Built -Up Roofing
Asphalt
RUBEROID® MOD
Asphalt, Asphalt L &
Asphalt P
Leak Buster"' MatrixTM
602
Leak Buster", Matrix"'
715
LeakBusterTM Matrix",
531 WeatherCotem
SeamCoteTM
FireOut"M
VersaShield®
VersaShield® FB-1S
VersaShield® FB-2S
TOPCOAT® FireShield®
MB
Leak Buster"' MatrixTM
201 SBS Flashing
Cement
Leak Buster"' MatrixTM
102 SBS Adhesive
Leak Buster"' Matrix''
202 SBS Flashing
Cement
Leak Buster"' MatrixTM
203 Plastic Roof Cement
Leak BusterT' Matrix",
103 Cold Process
Adhesive
Dimensions
5 gallons
100 lb. cartons,
bulk
601b. kegs
5 gallons
5 gallons
2 gallons
2, 5 gallons
5, 55 gallons
350 so ft. roll
350sg ft. roll
350 sq ft. roll
5, 55 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
Test
Specification
Product
Description
ASTM D2824, Non-fibered aluminum pigmented, asphalt
Type 1 roof coating.
ASTM D312,
Types I, II, III
and IV
proprietary
ASTM D -412
ASTM D -21 -96
ASTM D1475
ASTM E -1644
ASTM D3019
ASTM D3019
ASTM D4586
ASTM D4586
ASTM D3019
Interply mopping and surfacing asphalt.
SEBS modified asphalt.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Elastomeric roofing membrane.
Low VOC, fire barrier coating.
Non - Asphaltic Fiberglass -Based
Underlayment.
Non - Asphaltic Fiberglass -Based
Underlayment.
Non - Asphaltic Fiberglass -Based
Underlayment.
Elastomeric roofing membrane
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Cold Applied Modified SEBS Asphalt
Adhesive.
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Standard Plastic Asphalt Roofing Cement
Cold Applied Asphalt Adhesive.
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 5 of 19
Product
Leak BusterTM MatrixTM
303 Fibered Aluminum
Roof Coating
Leak BusterTM MatrixTM
304 Non Fibered
Aluminum Roof Coating
Dimensions
5 gallons
5 gallons
APPROVED INSULATIONS:
Product Name
EnergyGuardTM RA, RN
Composite A & N
EnergyGuatdm Fiberboard
EnergyGuardTM Permalite
EnergyGuardTM GAFCANTTM
EnergyGuardTM Permalite Recover
Board
EnergyGuardTM Tapered Edge Strip
EnergyGuardTM Perlite
EnergyGuardTM High Density
Fiberboard
EnergyGuardTM Composite
EnergyGuardTM' Composite RA
Wood Fiber
High Density Wood Fiberboard
Perlite Insulation
Dens Deck', Dens Deck® Prime,
Dens Deck® Dura GuardTM
Structodek
SecurockTM
Test
Specification
ASTM D 2824
Product
Description
Fibered aluminum coating.
ASTM D2824, Non- Fbered aluminum pigmented, asphalt
Type I roof coating.
Table 2
Product Description:
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation with
high density fiberboard or Permalite
perlite insulation.
Fiberboard insulation.
Perlite insulation board.
Cut perlite board
Perlite recover board
Tapered perlite board
Perlite insulation board
High density wood fiberboard insulation.
Polyisocyanurate /wood fiberboard
composite
Polyisocyanurate /wood fiberboard
composite
Wood fiber insulation board
Wood fiber insulation board
Perlite insulation board
Water resistant gypsum board
Wood fiber insulation board
Fiber reinforced roof board
Manufacturer
(With Current NOA)
BMCA '
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
BMCA
BMCA
generic
generic
generic
G -P Gypsum Corp
Knight Celotex
UM Corporation
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 6 of 19
APPROVED FASTENERS:
Fastener Product
Number Name
1. Drill Teem #12 Standard,
#14 and #15 extra. Heavy
Duty Fastener , Heavy
Duty Roofing Fastener
2. Drill-Teem ASAP
3. Drill -Teem #12 or #14
Standard screws with
AccuTrac Plate
4. Drill -TecTM Galvalume
Plates
5. Drill-Teem
Polypropylene Plates
6. Drill-Teem' AccuTrac
Plate
EVIDENCE SUBMITTED:
Test Aeencv
Factory Mutual Research Corp.
PRI Asphalt Technologies, Inc.
IRT of S. Fl.
TABLE 3
Product
Description
Insulation fastener and
Base Play fastener for
steel, wood & concrete
decks.
Pre - assembled Drill -
TecTM Fasteners and
metal and plastic plates.
Base sheet fastening
assembly.
Round Gaivalume stress
plates.
Round polypropylene
stress plates.
Square Galvalume®
coated steel plate.
Test Identifier
J.I. 2B8A4.AM
J.I.3B9Q1:AM
J.I. OD0A8.AM
J.I. ODIA8.AM
J.I.0Y9Q5.AM
3029832
GAF - 012 -02 -02
GAF -020 -02 -01
02-005
02 -014
Manufacturer
Dimensions (With Current NOA)
Various GAF Materials Corp.
Various GAF Materials Corp.
Various GAF Materials Corp.
3" and 3 W GAF Materials Corp.
3" and 3 %Z" GAF Materials Corp.
3" Square GAF Materials Corp.
Description
4470
4470
4470
4470 -TAS 114
4470 -TAS 114
4470 - TAS 114
Physical Properties
ASTM D 4977
TAS 114
TAS 114
Date
07.02.97
01.08.98
07.09.99
07.29.94
04.01.98
05.11.07
11.06.01
02.01.02
01.18.02
03.22.02
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 7of 19
APPROVED ASSEMBLIES
Deck Type 1I: Wood, Insulated •
Deck Description: "' /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.
One or more layers of any of the following insulations. .
Insulation Layer (Table 2) Insulation Fasteners Fastener
(When applicable: Steel plate only =S, plastic plate only (Table 3) Density /ft2
P).
EnergyGuardTh , EnergyGuarifrm Composite, EverGuarrd® ISO, EnergyGuarddm RA,
EnergyGuardTM RA Composite •
Minimum 1" thick N/A
N/A
EnergyGuardTM High Density Wood Fiber, EnergyGuardTM Recover Board, Wood Fiber, •
Minimum %2" thick
EnergyGuardTM Perlite
Minimum 3/4" thick
Fiberglas (Min. `Si,b thick)
N/A N/A
N/A N/A
N/A •N /A
Note: MI 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 Insulation listed as base layer only shall be used only
as base layers with a second layer of approved top layer insulation installed as the final membrane
substrate. 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®
Eliminatorh Perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay board
on all isoeyanurate applications.
Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield®NonAsphaltic Fiberglass -Based
(optional) Underlayment or Securockh.
Anchor sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® Eliminator"'
Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID
Heat- We1dTM Smooth or RUBEROID® Heat- WeldT' 25 base sheet mechanically
fastened as described below;
Fastening Options: 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)
NOA No.: 07- 1219.09
Expiration Date: 11104/13
Approval Date: 03/20/08
Page 8 of 19
Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or
any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14
or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates,
12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally
spaced approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure -45 psf, See General Limitation #7)
GAFGLAS® Flex P1yTM 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 4" lap staggered and in two rows 9" o.c. in the
field.
(Maximum Design Pressure 52.5 psf, See General Limitation #7)
GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID ®Mop Smooth, base
sheet attached to deck with approved 1'/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 -60 psf, See General Limitation #7j
GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with
Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or
Drill -TecTM AccuTrac Plates, 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.
(Matdmum .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 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or
Drill -TecTM AccuTrac Plates, 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, GAFGLAS® #80 ULTIMATM
Base Sheet, GAFGLAS® STRATAVENT® EliminatorTM Perforated,
RU BEROID® Modified Base Sheet, RUBEROID® Mop Smooth, RUBEROID®
20 RUBEROID® Heat- WeldTM Smooth or RUBEROID® Heat- WeIdTM 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 One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex P1yTM 6 sheet, #80
Ultima, RUBEROID® Mop Smooth or RUBEROID® 20 adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20-40
lbssq.
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 9 of 19
Cap Sheet: (Optional) One ply of GAFGLAS "' Mineral Surfaced Cap Sheet or
GAFGLAS®EnergyCapT' Mineral Surfaced Cap Sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of
20-40 lbsfsq.
Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top
membrane) Install one of the following:
1. Gravel or slag applied at 400 lbs.sq. and 300 lbsJsq. respectively in
a flood coat of approved asphalt at 60 lbs.sq. or applied in a flood
coat of Leak Buster"( Matrix"' 103 Cold Process Adhesive applied
at a rate of 3 gal./sq.
2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap
Mineral Surfaced Capsheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20 -40 lbs.isq.
3. Leak Buster", Matrix", 303 Premium Fibered Aluminum Roof
Coating. at 1.5 gal./sq.
4. Leak Buster' MatrixTM 715 , Leak Buster"( MatrixT' 322,
TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing
Membrane, applied at 1 to 1.5 gal. /sq.
5. Leak Buster"' MatrixTM 602 MB Xtra Elastomeric Roofing
Membrane, EnergyCote® roof coating applied at 1 to 1.5 galisq.
6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent
based Elastomeric Roofing Membrane applied at Ito 1.5 galisq
7. Advance Green Technologies Photovoltaic Laminate solar energy
collector auxiliary roof equipment installed in compliance with
manufacturer's specifications and applicable Building Codes.
Maximum Design
Pressure: See Fastening above.
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 10 of 19
■ •
: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.
Insulation for Base Layer (Table 2)
When applicable: Steel plate only =S, plastic plate only =P
EnergyGuardTM, EnergyGuardTM RA
Minimum 13" thick
EnergyGuardTM RN
Minimum 1.4" thick 1, 2, or 3
Insulation Fasteners
(Table 3)
1,2,or3
EnergyGuardTM Composite, EnergyGuardTM RA Composite
Minimum 1.5 thick 3
EnergyGuardTM Perlite
Minimum 3/4" thick
EnergyGuardTM Fiberboard, EnergyGuardTM High Density Fiberboard
Minimum 1" thick 1, 2, or 3
1 S(3.5 "), or 3
Fastener
Density /ft2
1:3 ft2
1:3 ft2
1:3 ft2
1:2 ft2
1:4 ft2
Note: Base layer shall be mechanically attached with fasteners and density described. Insulation
panels 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 RAS 117 for fastening details). GAF requires either a ply of GAFGLAS
STRATAVENT® Eliminatorm perforated laid dry or a layer of EnergyGuardTM or wood fiber
overlay board on all isocyanurate applications.
Insulation for Top Layer (Table 2) Insulation Fasteners
When applicable: Steel plate only =8, plastic plate only P (Table 3)
Any of the insulations listed for Base Layer, above. N/A
Fastener
Density /ft2
N/A
EnergyGuardTM High Density Wood Fiber, EnergyGuardTM High Density Wood Fiberboard,
EnergyGuardrM Recover Board
Minimum %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 -401bs /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, VersaShieldeNon- Asphaltic Fiberglass -Based
(optional) Underlayment or SecurockTM.
NOA No.: 07- 1219.09
Expiration Date: 11 /04 /13
Approval Date: 03/20/08
Page 11 of 19
Base Sheets (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMA' Base
Sheet, GAFGLAS® PLY 4, GAFGLAS® Flex Ply= 6, GAFGLAS®
STRATAVENT® Eliminator Perforated(laid dry), RUBEROID® Modified Base
Sheet, 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 lbsJsq; (see General Limitation #4).
Ply Sheet: Two or more plies of GAFGLAS® PLY 4, GAFGLAS® FlexPlyTM 6 ply sheet, #80
Ultima, RUBEROID® Mop Smooth or RUBEROID® 20 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 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, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top
membrane) Install one of the following:
1. Gravel or slag applied at 400lbssq. and 300lbs.sq. respectively in a
flood coat of approved asphalt at 60 lbsJsq. or applied in a flood coat of
Leak Buster", Matrix", 103 Cold Process Adhesive applied at a rate of
3 galfsq.
2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap
Mineral Surfaced Capsheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20- 40lbs.sq.
3. Leak Buster", Matrix", 303 Premium Fibered Aluminum Roof
Coating, at 1.5 gal./sq.
4. Leak Buster Matrix", 715 , Leak-Buster", Matrix", 322,
TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing
Membrane, applied at 1 to 1.5 gal /sq.
5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane,
EnergyCote® roof coating applied at 1 to 1.5 gal. /sq.
6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based
Elastomeric Roofing Membrane applied at lto 1.5 galJsq
7. Advance Green Technologies Photovoltaic Laminate solar energy
collector auxiliary roof equipment installed in compliance with
manufacturer's specifications and applicable Building- Codes.
Maximum
Design Pressure: -45 psf; (See General Limitation #7)
NOA No.: 07-1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 12 of 19
Deck Type 11:
Deck Description:
System Type C:
Wood, Insulated
19/32" or greater plywood or wood plank
One or more layers of insulation simultaneously attached; Base layer optional.
All General and System Limitations shall apply.
One or more layers of any of the following insulations.
Insulation for Base Layer (Table 2)
(When applicable: Steel plate only =S, platic plate only =P)
EnergyGuardTM RN, EnergyGuardTM, EnergyGuardTM RA
Minimum 1.3" thick
Insulation Fasteners Fastener
(Table 3) Density /ft2
N/A
EnergyGnardTM
Min. 1.4" thick N/A
EnergyGuardTM Composite, EnergyGuarrdTM RA Composite
Minimum 1.5" thick N/A
EnergyGuardTM Perlite
Minimum %" thick N/A
Wood Fiber, EnergyGu ardTM Fiberboard, EnergyGuardTM High Density Fiberboard
Minimum 1" thick N/A
N/A
N/A
N/A •
N/A
N/A
Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density.
Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number
of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing
Application Standard RAS 117 ' for insulation attachment. GAF requires either a ply of
GAFGLAS5 STRATAVENT® EliminatorTM perforated laid dry or a layer of EnergyGuardTM
Perlite or wood fiber overlay board on all isoeyanurate applications.
Insulation for Top Layer (Table 2) Insulation Fasteners Fastener
When applicable: Steel plate only S, plastic plate only =P (Table 3) Density /ft2
EnergyGuard, EnergyGuard RA
Minimum 1.3" thick
EnergyGuardTM RN
Minimum 1.4" thick
EnergyGuardTM Composite, EnergyGuardTM RA Composite
Minimum 1.5 thick
EnergyGuardlM Perlite
Minimum 3�4" thick
Fiberglas
Minimum "thick
1,2,or3
1,2,or3
3
1S(3.5 "), or 3
1,2,or3
Wood Fiber, EnergyGnardTM Fiberboard, EnergyGuardTM High Density Fiberboard
Minimum 1" thick 1, 2, or 3
IAMI DADE • .
APPROVED
1:3 ft2
1 :3ft2
1:3 ft2
1:2 ft2
1:2.67 ft2
1:4 ft2
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 13 of 19
Note: Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the
number of fasteners shall be increased maintaining the same fastener density. Please refer to
'Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of
GAFGLAS® STRATAVENT® Eliminator' Perforated laid dry or a layer of EnergyGuardTM
Perlite or wood fiber overlay board on all isoeyanurate applications.
Fire Barrier: FireOutTM Fire Barrier Coating, VersaShieieNon- Asphaltic Fiberglass -Based
(optional) Underlayment or SecurockTM.
Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMA' Base
Sheet, GAFGLAS® PLY 4, GAFGLAS FIexPIy" 6, GAFGLAS® STRATAVENTT
EliminatorTM Perforated (laid dry), RUBEROID® Modified Base Sheet,
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- 401bs. /sq.. If base sheet is applied-directly to
polyisocyanurate insulation only a spot or strip mopped application as detailed in
this approval the use of an overlay board is approved; see General Limitation #4.
Ply Sheet: Two or more plies of GAFGLAS® PLY 4, GAFGLAS® FIexP1yTM 6 ply sheet, #80
ULTIMATM, , RUBEROID® Mop Smooth or RUBEROID® 20 adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20 -40
lbsfsq.
Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS®
EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20- 40lbs.sq.
Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top
membrane) Install one of the following.
1. Gravel or slag applied at 400 Ibs.sq. and 300 lbssq. respectively in a
flood coat of approved asphalt at 60 lbs./sq. or applied in a flood coat
of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a
rate of 3 gal. /sq.
2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap
Mineral Surfaced Capsheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20 -40 lbssq.
3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof
Coating, at 1.5 gal./sq.
4. Leak Buster"' MatrixTM 715 , Leak BusterTM Matrix"M . 322,
TOPCOAT® MB +, TOPCOAT Fireshield Elastomeric Roofing
Membrane, applied at 1 to 1.5 gal./sq.
5. Leak Buster"' MatrixTM 602 MB Xtra Elastomeric Roofmg
Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq.
6. TOPCOAT' Surface Seal, TOPCOAT' Fireshield® SB Solvent based
Elastomeric Roofmg Membrane applied at lto 1.5 galsq
7. Advance Green Technologies Photovoltaic Laminate solar energy
collector auxiliary roof equipment installed in compliance with
manufacturer's specifications and applicable Building Codes,
Maximum Design
Pressure: -45 psf; (See General Limitation #7)
APPROVED
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03120/08
Page 14 of 19
Deck Type 1I: Wood, Insulated
Deck Description:
19/32' or greater plywood or wood plank
System Type D: Insulation and Base sheet simultaneously
All General and System Limitations shall apply.
One or more layers of any of the following insulations.
Insulation Layer loosely laid with firmly butted joints.
EnergyGuardTM, EnergyGuardTM RA,
Minimum 1.3" thick
Insulation Fasteners Fastener
(Table 3) Density/ft2
N/A N/A
EnergyGuardm High Density Fiberboard, EnergyGuardm Fiberboard
Minimum 1" thick N/A
Fire Barrier:
(optional)
Base Sheet:
N/A
FireOutrid Fire Barrier Coating, VersaShield®NonAsphaltic Fiberglass -Based
Underlayment or SecurockTM.
Install one ply of GAFGLAS® #75, GAFGLAS® #80 UItima ULTIMA'"1 Base
Sheet, GAFGLAS® STRATAVENT® EliminatorTM Nailable or RUBEROID®
20 base sheet applied over the loose laid insulation with 2" side laps
mechanically fastened as described below;
Fastening Options: Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-Teem steel plate or
Drill -Teem AccuTrac Plates are installed through the base sheet and insulation in
3 rows 12" o.c. One row is in the 2" side lap. The other rows are equally spaced
approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure -45 psf, See General Lbnitation #7)
Drill -Teem #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or
Drill TecTM AccuTrac Plates are installed through the base sheet and insulation in
4 rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced
approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure —75 psf, See General Limitation #7)
GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID® Mop Smooth, base
sheet attached to deck with approved annular ring shank nails with a minimum
embedment of 1" into the wood substrate 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.
(Maxlmwm Design Pressure —60 psf,, See General Limitation #7)
Drill -Teem #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or
Drill -Teem AccuTrac Plates in 4 rows 12" o.c. 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)
One or more plies GAFGLAS® PLY 4, GAFGLAS ®, GAFGLAS® FIexPIyTM 6
sheet, #80 Ultima or RUBEROID® 20adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20 -40 lbs.sq.
Ply Sheet:
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 15 of 19
Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS®
EnergyCapTM 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.
Surfaeing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top
membrane) Install one of the following:
1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in
a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood
coat of Leak Busterm MatrixTM 103 Cold Process Adhesive applied
at a rate of 3 gal./sq.
2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap
Mineral Surfaced Capsheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20 -40 lbsJsq.
3. Leak'BusterTM Matrix-114 303 Premium Fibered Aluminum Roof
Coating, at 1.5 galJsq.
4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322,
TOPCOAT MB +, TOPCOAT® Fireshield Elastomeric Roofing
Membrane, applied at 1 to 1.5 gal/sq.
5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing
Membrane, EnergyCote® roof coating applied at 1 to 1.5 galJsq.
6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent
based Elastomeric Roofing Membrane applied at 1to 1.5 galJsq
7. Advance Green Technologies Photovoltaic Laminate solar energy
collector auxiliary roof equipment installed in compliance with
manufacturer's specifications and applicable Building Codes.
Maximum Design
Pressure: See Fastening Above
NOA No.: 07-1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 16 of 19
Deck Type 1: Wood, Non - insulated
Deck Description: 19/32" or greater plywood or wood plank decks
System Type E: Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier.
(optional)
FireOutTM Fire Barrier Coating, VersaShield®NonAsphaltic Fiberglass -Based
Underlayment or SecurockTM.
Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT+ EliminatorTM
Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID®
Heat- We1dTM Smooth or RUBERO1D Heat WeidTM 25 base sheet mechanically
fastened to deck as described below;
•
Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or
any of above Base sheets attached to deck with approved annular ring shank
nails and tin caps at a fastener spacing of 9" o.c. at the 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® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or
any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14
or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates,
12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally
spaced approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure —4S psf, See General Limitation #7)
GAFGLAS® Flex P[yTM 6, GAFGLAS® #75 Base Sheet or any of above Base
sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field
(Maximum Design Pressure 52.5 psf, See General Limitation #7)
GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID® Mop Smooth,
base sheet attached to deck with approved 1'A" 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 --60 psf; See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with
Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-Teem steel plate or
Drill -TecTM AccuTrac Plates, 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 Base 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)
APPRQVED.
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 17 of 19
GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with
Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or
Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap.
The other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure —75 psf, See General Limitation #7}
Ply Sheet: One or more plies of GAFGLAS® PLY 4, #80 ULTIMA, RUBEROID® MOP
Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20 -40 lbs. /sq.
Cap Sheet: (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet or
GAFGLAS®EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate
of 20- 40lbssq.
Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top
membrane) Install one of the following:
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. or applied in a flood
coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied
at a rate of 3 galJsq.
2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap
Mineral Surfaced Capsheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof
Coating, at 1.5 galfsq.
4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322,
TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing
Membrane, applied at 1 to 1.5 gal./sq.
5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing
Membrane, EnergyCoteo roof coating applied at 1 to 1.5 galfsq.
6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent
based Elastomeric Roofing Membrane applied at Ito 1.5 gallsq
7. Advance Green Technologies Photovoltaic Laminate solar energy
collector auxiliary roof equipment installed in compliance with
manufacturer's specifications and applicable Building Codes.
Maximum Design
Pressure: See Fastening Above
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 18 of 19
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex P1yTM 6 when used as a mechanically fastened base or anchor
sheet.
2. Minimum 'A" Dens DeckTM or Y2" 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- 40lbs.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 psi.
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 275 lbf. 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. 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 milers, metal profile, and/or flashing termination designs shall
conform with 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 9B-72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
1 .APPROVED
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 19 of 19
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Directory
1
Roofing
See General ktonnalion fir Roofing Systems
GAF BUTE:RIMS CORP
1361 ALPS RD
WAYNE, NJ 07470 LTSA
2. Deck C-15/32 - Incbm
hisulagen (Optima* —Om we
polyisotofausaate or madame or
• amposile or wood
Ply Sseee TIMM or more plies Typo
aGAFGLAS Ply 6n.
Cap Sheet — One ply Tip G3
Mona Surfaced Cap Sheet
3_ Deck NC Liana
Intuladon (Opfionalk — One or more
polyisoeyanorale, mem°,
composii; wood
Ply Sheet — Two or maze pfies Type
DGAFGLAS Ply 6". -
Cap Meet — One ply Type 03
, bfineral Surfaced. Cap
4. Deck Beek C-15/32 -
Slip Slant (Optima* —Redrosin
Base Sheet: — One ply Type Ci2
S (nmy bnana).
Ply Sheet —One or mom pries Type
GAMMAS Ply 6.
Cap Ma* — One ply Type 03
Armand &awed Cap Sheer.
R1306
per or vmod fiber or ilass fiber or
amposite. or perfiteknOmne
comilosfte lie,.any Melmss.
or 'GAMMAS My 4" or- "M-Ply Ply 4" or
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Mamal Surfaced Cap Sheer or "Tri-Ply
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#75 Bate S1' or "Td-P1#75 Base
VrAiGLAS Ply 4" or "TriPly Ply 47 or -
• birmand Surfaced Cap Skye or atii.-Ply
x
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. t R 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. �/ R Renailing 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. b R 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. QZ Exposed Ceiling: 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
penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the
appearance.
5. Dg Ponding water: The current roof system and/or deck of the building may not drain well and may
cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural
distress and may require the review of a professional structural engineer. Pounding may shorten the life
expectancy and performance of the new roofing system. Pounding conditions may not be evident until the
original roofing system is removed. Pounding conditions should be corrected.
6. DR 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. 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.
Owne 'gent's ' ignatu'!'- Date
Revised on 7/9/2009 LD
actor Signature
Z -3-1
Date