RF-10-757Owner Information
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204
Fees Due
CCF
CCF
Education Surcharge
Education Surcharge
Permit Fee - Additions/Alterations
Permit Fee - New Roof
Scanning Fee
Technology Fee
Technology Fee
Total:
Amount
$0.00
$1.20
$0.00
$0.40
$0.00
$250.00
$9.00
$0.00
01.60
$262.20
Address
Building Department Copy
Expiration: 11/06 /2010
Contractor(s)
DALEY ROOFING INC
Phone Cell Phone
(305)754 -9892
Authorized Signature: Owner / Applicant / Contractor / Agent
Phone
Type of Work: Re Roof
Additional Info:
Classification: Residential
KERI LIVINGSTONE
10666 NE 11 AVE
MIAMI SHORES FL 33138 -0000
(786)218 -0080
Valuation:
Total Sq Feet:
$ 1,600.00
264
Pay Date Pay Type Amt Paid Amt Due
Invoice # MC -5-10 -37748
05/11/2010 Check #: 1124 $ 262.20 $ 0.00
Cell
Available Inspections:
Inspection Type:
Final
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated.
May 11,2010
Date
May 11, 2010 1
Inspection Number: INSP - 142050 Permit Number: RF -5 -10 -757
Scheduled Inspection Date: May 17, 2010
Inspector: Bruhn, Norman
Owner: LIVINGSTONE, KERI
Job Address: 10666 -NE 11 Avenue
Miami Shores, FL
Project: <NONE>
Contractor: DALEY ROOFING INC
Building Department Comments
FLAT RE -ROOF
Passed
Failed
Correction
Needed
Re- Inspection
Fee
May 14, 2010
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspector Comments
For Inspections please call: (305)762 -4949
Permit Type: Roof
Inspection Type: Final
Work Classification: Flat
Phone Number (786)218 -0080
Parcel Number 1122320280690
Phone: (305)754 -9892
Page 20 of 32
51� IR)
vpir
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle): Building
Owner's Name (Fee Simple Titleholder)
Owner's Address 1 e U 1.0 to ke Alre
city ILI I AtY1 1 S state 1i
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Permit No. hC 1 0
Master Permit No.
Phone # 306 .2 1 3 8 3 3
zi p 3 31 4 8 3`3
Tenant/Lessee Name Phone #
Job Address ( w h e r e the work is being done) 00 Lob ILL I I A'
City Miami Shores Village County Miami -Dade Zip 5 5 1 3 +J
FOLIO / PARCEL #
Is Building Historically Designated YES NO 1 /4 1 1
Contractor's Company Name b u 1 1 C—
Contractor's Address )(ND G7
City 10116HPIA 11 State Ft—
Qualifier Name 1 > l la—
State Certificate or Registration No. 0.-0-0--0 6'1 I 0
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ 1(0 00
Type of Work: ['Addition ['Alteration
Describe Work: (t a00 F
Phone #
Certificate of Competency No
'7 4t 2
zip 331
Phone # ° � -76 ci 2_
Square / Linear Footage Of Work: Zia4
['New
Repair ' eplace ❑ Demolition
* * * * * * * * * * * * * * * * * * * * * * * * * * ** 000 * * * * * * * *F s * * * ** ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
a
Submittal Fee $ Permit Fee $ G CCF $ 1 -20 CO /CC
Notary $ Training/Education Fee $ Technology Fee $ 1.00
Scanning $ ' ( Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $ a (Q,o, O(,O
See Reverse side —
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for FL.ECTRICAL 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
Owner or Agent
The foregoing instrument was acknowledged before me this 2. , q 4-.‘.
- t The foregoing instrument was acknowledged before me this �A
day of lc 1 , 20 i0 by (1 b u i nC 5 6s, t2. , day of 20 IC), by
who is personally known to me or who has produced
NOTARY PUBLIC:
Sign: / ✓� 2��
Print 3 ..5 n f c a -
My Commission Expires:
APPLICATION APPROVED BY:
(Revised 07 /10/07)
n to me or who has produced
As identification and who did take an oath. as identifica tputtttirof did take an oath.
NOTARY PUBLI `��'��
`,Oro, Crista Stefanick
•'ag ,:, 7. I I . COMMILON# DD957/9/
S - °'_:.''IRESI
' ' 0 ; alt,: ' wWw.AARONNoTAR`Leom
Signature
S f . � Contractor
�% '••. sail �'J• ��•
******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** * ** *a�**** * *4 * �aa1`6 ****** ***** ***
Plans Examiner
Engineer
Zoning
man mores Village
APPROVED
BY
DATE
ZONING DEPT
I BLDG DEPT
� //hh
�W
FEDERAL
SUBJECT 1 CCMPIJANCE WITH ALL
STATE AN� :LE ND REGl
L Ts 1
Revised on 7/9/20091.D
L - T 2C10
5. vw , Ponding water: The current roof system and /or deck of the buil
cause water to pond (accumulate) in tow -lying areas of the roof. Pounding ca
distress and may require the review of a professional structural engineer. Pou
expectancy and performance of the new roofing system. Pounding conditions
original roofing system is removed. Pounding conditions should be correct
SECTION R
HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNER NO OR RO8F
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. wv 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. w"' 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. 11,, 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. v.. 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,.r80111% nail
penetration of the underside of the decking may not be acceptable. This provides tie open of mliAt:alning the
appearance.
.. ....
• ..
•
sad may •
rural
tit •
•
•
•
6. tk.. Overflow scuppers (wall outlets): It is required that rainwater a rag i: not . •
overloaded from a buildup of water. Perimeter /edge wall or other roof extensi. ay . lick is cisohefge 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.
I, 4 130 II/40
Owner /Agents Signature Date Co ntractor Signature Date
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
HIgh- Velocity Hurricane Zone Uniform Permit Application Form.
SP ctionA (Gentarallnformatjon)
Master Permit No. Process No.
Contractor's Name bikey /1O fl ij/�Ej /t
Job Address 1 01144 40 `
X Low Slope Q Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes
Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof %Reroofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM
�t y� INFORMATION
Low Slope Roof Area (SF) [Aii 4` Steep Sloped Roof Area (SF)
,Spr_tjon R (Roof Plan)
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 locatif
parapets. • ono
FLORIDA BUILDING CODE — BUILDING
•
Total (SF) 2(i /
•
• • •
.. •
•
" .. . .
.. ..
.
• • •
•
1
• •
.1
•
•
• . .. •
• • •
•
. .. • •
•
..
•
• •
•
•
•
....
. . •
•
•
• •
•
'.
Section C (Low Slope Application)
Fill in specific roof assembly components
and identify manufacturer
(If a component is not used, identify as "NA ")
System Manufacturer
Product Approval No.: ®7 v ' ® l
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1: Pmax2: g7" 3 Pmax3: /3l' t i
Max. Design Pressure, from the specific Product
Approval system: 7j
Deck:
Type:
Gaugefrhickness:
Slope: -r
Anchor/Base Sheet & No. of PIy(s):
Anchor /Base Sheet Fastener/Bonding Materi
Insulation Base Layer:
Base Insulation Size and Thic °'ess:
Base Insulation Fasten onding Material:
Top Insulation yer:
Top Ins = don Size and Thickness:
To nsulation Fastener /Bonding Material:
Base Sheet(s) & No. of PIy(s): 1 PO
Ba Fa b tsge HGUTSn g rgjk a h ii L S
PIy Sheet(s) & No. of Ply(s): i fg
PIy Sheet Fastener/Bonding Matt lj
Top PIy: 1 A ) b iii I4 1 73R-
Top PIy Fastener/Bonding Material:
FLORIDA BUILDING CODE — BUILDING
Florida Building Code Edition 2007
High - Velocity Hurricane Zone Uniform Permit Application Form.
ROOF ASSEMBUES AND ROOFTOP STRUCTURES
Surfacing: /
Fastener Spacing for Anchor/Base Sheet Attachment:
Field: q" oc @ Lap, # Rows @ " oc
Perimeter: (o" oc @ Lap, # Rows / @ " oc
Corner: 6" oc @ Lap, It Rows Li @ 6 " oc
Number of Fasteners Per Insulation Board:
Field
Perimeter Corner
Illustrate Components Noted and Details as
Applicable:
Woodblocking, Gutter, Edge Termination, Stripping, Flashing,
Continuous Cleat, Cant Strip, Base Flashing, Counter -
Flashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material Thickness, Fastener
Type, Fastener Spacing or Submit
•
• �
•
•
• • •Parape4 •
...Height
•
•
• • •
• ••
•
•
•
••
• —• •
•..•••
•
•.
' Mean •
▪ • • Roof
Height
•
•
••
••
••••.4 FT r•
•
••••
•••
•
•••
••••
•
••••
•
• •
•
.•
• ••
• •
• ••
•
•
•
• ;
• ■•
••
•
• ..
•• •
•�
• ••
• •
M A app MIAMI -DADE COUNTY, FLORIDA
*$ METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563
(305) 375-2901 FAX (305) 375 -2908
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
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 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 RITBEROID Modified Bitumen Roof System for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state
and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted
herein. ••••
•
• •
•••• • •
RENEWAL of this NOA shall be considered after a renewal application has been fil and there ha% :'
been no change in the applicable building code negatively affecting the performance o .f.t :iroduc1
TERMINATION of this NOA will occur after the expiration date or if there has bees a relision or"
change in the materials, use, and/or manufacture of the product or process. Misuse of 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 terminative wad removal gf
NOA. •
.ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Cb + „Florida
followed by the expiration date may be displayed in advertising literature. If any portion of the NQA
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 revises NOA No. 07- 1203.01 and consists of pages 1 through 31.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 1 of 31
.009.0
•
•
• •
• •
•
• •
•
•
•
Membrane Type:
Deck Type 1:
Deck Description:
APP /SBS Heat Weld
Wood, Non-insulated
19/32" or greater plywood or wood plank decks
System Type E(2): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield Non - Asphaltic F -Based
(optional) Underlayment or Securockm.
Base sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT Eliminator"'
Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth,
RUBEROID 20, RUBEROID SBS HeatWejdTM Smooth or RUBEROID SBS
Heat -Weld 25 base sheet mechanically fastened to deck as described below•,
Fastening Options: GAFGLAS Ply 4, GAFGLAS Flex P1yTM 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-Teem #12 standard, #14 or # 15
Screws and 3" Drill -Teem steel plate or Drill -Term 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 psi", See General Lhnitatian #7J
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 4" lap staggered and in two rows 9" o.c. in the• •.
field.
• • ••••
(Maximum Design Pressure 52.5 psf, See General Limitation WC) • . • : •
GAFGLAS #80 ULTIMATM, RUBEROID ® 20, RUBEROID Molt Smooth, base •
sheet attached to deck with approved annular ring shank nails and ti Peaps ate! • • • •
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9 in the • • •
field.
• •
(Maximum Design Pressure -60 psf, See General Limitation ## • • • • • •
• •
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with •
Drill-Teem #12 standard, #14 or # 15 Screws and 3" Drill- Tecl; ste0iplate or • • • •
Drill-Teem AccuTrac Plates, 12" o.c. in 4 rows. One row is in tni 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 Liinitabion #7)
Any of above Base sheets attached to deck approved annular ring shank nails and
3" inverted Drill-Teem 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 #TJ
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 29 of 31
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-Teel/ 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.
{Medium Design Pressure -7S psf, See General Limitation # 7J
Ply Sheet: (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP
Smooth, RUBEROID 20, RUBEROID SBS Heat WekPM Smooth or
RUBEROID SBS Heat- WeIdTM) One or more plies GAFGLAS PLY 4 or
GAFGLAS Flex PIyTM 6 shat adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate '& 20-40 lbs./sq or RUBEROID Torch
Smooth torch applied according to manufacturer's application instructions.
Membrane: One ply of RUBEROID Torch Smooth, RUBEROID Torch Granule, Roof
Match"' APP Torch Granule, RUBEROID EnergyCapTM Torch Granule FR,
RUBEROID Plus Granule, RUBEROID EnergyCapTM Torch Plus FR, or
RUBEROID Torch FR torch applied according to manufacturer's application
instructions.
Or
One or more plies of RUBEROID SBS Heat WeldTM PLUS, RUBEROID SBS
Hat- We1dTM PLUS FR, RUBEROID SBS Heat We1dTM 170 FR, RUBEROID
EnergyCapTM SBS Herd WeldT' Plus FR, RUBEROID SBS Heat- We1dT',
RUBEROID SBS Heat WeIdTM Smooth, RUBEROID ULTRACLAD SBS
and RUBEROID SBS Heat- WekdTM 25 applied according to manufacturer's
application instructions.
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 Ibsisq. or applied in a flood coat of Leak
BusterTM Matrix"' 103 Cold Process Adhesive applied at a rate of 3 galJsq.
2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Minim, • • •
Surfaced Capsheet adhered in a full mopping of approved aspltaft applied . • •
within the EVT range and at a rate of 20-40 lbsJsq. •.
•
3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum R a ...
1.5 galJsq.
Maximum Design
Pressure: See Fastening Above
• • • •
•• • •••
• •
• •
4. Leak Buster"' Matrix"' 715, Leak Buster"' Matrix"' 322,PepAT • .
MB +, TOPCOAT Fireshield Elastomeric Roofing Membraith, *lied at t to• • .
sq. • .. •
• 5. Leak BusterTM Matrix"' 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 Ito 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.
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 30 of 31
• •
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex Ply ' 6 when used as a mechanically fastened base or anchor
sheet.
2. Minimum 1 /4" Dens Deck or 1 /2" Type X gypsum board is acceptable to be installed directly over the wood
deck.
GENERAL LIMITATIONS:
I. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory
for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product
Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20-40 Ibs 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 side lap and one down the center of the sheet allowing a continuous area of
ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon
to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 Ibs.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 275 lb£ 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=n cpitlpliance"u►ith
Roofing Application Standard RAS 117.
•• • . ...
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requiremes' of they' arcras.
Fastener densities shall be increased for both insulation and base sheet as calculate j 1 compliarse: with
Roofmg Application Standard RAS 117. Calculations prepared, signed and sealed by jtorida rtnitt
Professional Engineer, Registered Architect, or Registered Roof Consultant (When his limitp loft is
specifically referred within this NOA, General Limitation #9 will not be applicable.) • • •.. •.:
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination ilefigns shall.
conform to Roofing Application Standard RAS 111 and applicable wind load requiretnents• • •
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.d 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 limit Icon
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
Calar.L.0 lb.
;APPROVED;
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 31 of 31
TGFU,R13O6 - Roofing Systems
Primers — "Fire Out" applied at 1- ga1/10O4'Ft'.
Bases Sheet: — One ply Type G2 "GAIR3LAS 275 meat Sheet", or'Tn -Ply *75 Base Sheet ", mechanically fastened.
Membrane„ — "Ruberoid Torch Grannie" cr —Ruberoid Torch Granule 1' or " Ruberoid Torch Granule pees" or "Ruberoid Torch FR" heat
fused.
50. Deck: C -15/32 Incline: 1/2
51. Leeds: NC
IndU net 1/2
52. Deck: C -15/32 Inclines 1/2
53 Deck: NC Incline: 1
55. Des[: NC
56. Becks NC
Printer: — "Fire Our applied at 1,- gal /100 -ft
Bi1se Sheet (Optional): — One ply °liberty PIA Base Sheet", mechanically fastened.
Ply Sheet: — One Fly "Lroerty SOS Self - Adhering Base/Pty Sheet° or "Ruberoid SA Sase/Fly Sheet° see adhered
Cap Sheet: — One ply 'Liberty FR S85 Self - Adhering FR Cao Shear cr "Ruberoid SA Cap FR Sneer £elf adhered.
54. Deck: C-15/32 Irtcflne: 1/2
• •
• • •
•• •
••••••
•
Prinrier: — "Fire Out" applied at 1- gas/s00 -ft=.
slip Sheet (Opelortai): — 1 ply "S erm$afe" mechanically fastened.
••••
Base Sheet (Optional); — One ply "Liberty MA Sass Shea", mecieanrcatly fastened. • •
Ply Sheet: -- One ply "Liberty _°.BS Self-Adhering BBase/Ply Sheet" or "Ruberoid SA Base /Ply Sheet" self adhere • •
Cap Sheet: — One ply 'Liberty PR SW Sef- Adhering FR Cap Sheet" or "Ruber oW 3A Cap FR Sheet' self adh • • •
Insulation (Optional); — Perlite, fiber glass, polyisocyanurate, urethane or perlite /polyiso yanurate
joints.
Base Sheets — One or more plies Type G2 "GAWGLA5 *75 Base Sheet ", or °Tn - Ply *75 Base Sheet',
Surfaced Cap Sheet ", or `Tri Mineral Surfaced Cap Sheer, hot mopped or mechanically fastened.
Ply Sheet (Optional): — One or more piles Type G1, hot mopped in place.
Membranes — One ply "Ruberoid Torch Simmoth` or " Ruberoid Map Smooth ° .
tsernbrene: — One ply "Rubavoid Mop FR ".
Incliner 1
Inclines 112
•• ••
Rase Sheet; — Two or more pain Type G2 "GAFCLAS *75 base Sheet° or'Trl -Ply *75 Base Sheer, mechanically fastened.
Membrane: — One ply "Ruberoid 585 Heat Weld Plus FR" cr - Ruberoid WS Heat Weld 170 FR' heat welded in place.
Page 14 e48
Primer: "Fire Out" applied at t-gaI /100 -fr
Rase Sheet — One ply Type G2 "GAFGLAS o75 Base Sheet ", or 'Trl -Ply *75 Base Sheet", mechanically fastened.
Ply Sheet (Optional): — One ply Type GI or Type 62. mechanically fastened.
Membrane: — "P.uberov! Torch Granules "or "Runereid Torch Granule i" ®r'Ruboroid Torch Granule Flee "Ruberoid Ter& F,2" heat
fused
Insulation (Optional): Min 1/2 in. wood fiber, mechanically fastened.
SOP Sheet (Optional): - 1 piy "StormSafe" medtanically fastened.
Raise Shear — One ply `Liberty S85 Self - Adhering Base/Ply Sheet' or "Ruberoid SA Base/Ply Sheet self adhered.
eleonbranet — One ply "Ruberoid 58S Heat Weed 170 FR" or " Ruberold 30 FR" or "Ruberald SnergyCap 5135 30 Flt' or "Ruberoid 585
Heat Weld Plus FR' beat fused.
Insulation (Optional): Any UL Classified, any thickness, mechanically fastened.
Barrier Board: — minhnurn 1 /2 - In. tnidt gypsum board or minimum Lei-in. thick G -P Gypsum Corp "aensDeck ® Roofboard" or
"DensDeck Prime& Roofboard" or "DensDack DuraGuard '" .loafboard mechanically fastened.
Base Sheet: — One ply "Liberty 58S Salt- 4dhering Base /Ply Sheet" or "Ruberoid SA Base/Ply Sheet" self adhered.
Membranes — One ply "Ruberoid 505 Heat Weld 170 FR" or "Ruberoid 30 FR° or °Ruberoid 8nergyCap MS 30 FR' or "Ruberoid 385
Hat Weld Plus FR" heat tuned.
• • ••
• •
••••
• •••
• • •
•• •
•
••••
• •
••••
• •
• • • • •
•• ••
»rxdlne: 1 •
• • •
• • • • •
compesite, aifset. 6- irs•iro
• • •
or Type la3 "GAFGLAS.I Ifitr
Instdattot' (Optional): — Polyisocyanurate, It nod fiber, penile, glass fiber, any thkkness, hot mopped or mechanically fastened
Base Sheets — One or more plies Type G2 "GAAGLAS *75 Base Sheet ", er :ri - Ply *75 Base Sheer, mechanically fastened.
Ply Sheet : — One or more piles "Ruberoid 20", hot mapped in place
Membrane: — One ply "Ruberoid 585 He e d ' s sail" or "Ru ; ro.d =r .+ R , hest welded n1 place.
•
• •
•••••
•
•
•
•
•
•
• •
•
•
•
•