RF-13-2309 Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-200956 Permit Number: RF-10-13-2309
Scheduled Inspection Date: November 21,2013 Permit Type: Roof
Inspector: Rodriguez,Jorge
Inspection Type: Final Roof
Owner: YAVNER,STEVEN Work Classification: Flat
Job Address:34 NW 97 Street
Miami Shores, FL 33150-
Phone Number
Parcel Number 1131010330330
Project: <NONE>
Contractor: DALEY ROOFING INC Phone: (305)754-9892
Building Department Comments
TEAR OFF EXISTING FLAT ROOF INSTALL 2PLY#75. Infractio Passed Comments
INSTALL MODIFIED TORCH DOWN SYSTEM AND ALL INSPECTOR COMMENTS False
NECESSARY FLASHING AND CHANGING 100 LINER FT
OF FACIA
Inspector Comments
Passed
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
November 20,2013 For Inspections please call: (305)762-4949 Page 12 of 34
a
Miami Shores Village
�'� ` 'l Department OCT 10 2013
%* , Building ep
L� `1 10050 N.EInd Avenue,Miami Shores,Florida 33138 'o
Tel:(305)795.2204 Fax:(305)756.8972
INSPECTION'S PHONE NUMBER:(305)762.4949
FBC 20
BUILDING Permit No.
PERMIT APPLICATION Master Permit WEE Q
Permit Type: BUILDING ROOFING
JOB ADDRESS: 34 NW 97th Street
City: Miami Shores County: Miami Dade zip; 33150
Folio/Parcel#• 11-3101-033-0330
Is the Building Historically Designated:Yes NO X Flood Zone: No
OWNER:Name(Fee Simple Titleholder).Steven D Yavner per ;786-566-1203
Address:76 Relihan Rd.
City. Darien Ste. CT Zip; 06820
TenanA,essee Name. n/a Phone#:
Email: syavnerl@gmaii.com
CONTRACTOR:Company Name: N C` Phone#:
Address: ''
City: M I AM 9 !� State Zip: 1
Qualifier Name:` 14n, Y 1 Phone#•
State Certification or Registration#: rZ� ® Certificate of Competency#:
Contact Phone#: � Email Address::
DESIGNER:Architect/Engineer. Y--I- Phone#•
Value of Work for this Permit:$ ,—5 3:5® —� SquarM near Footage of Work: r7 10
Type of Work: OAddition DAlteration ONew Ultep�aair/Replace ODemolition
Description of Work: � 6"YtS-7 Af6 j+—j `AY STA`(A✓ `-
�, CAA23C 'i �� A
Color thru tile:
Submittal Fee$ Permit Fee$ 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
City State Zip
°*
Mortgage Lender's Name-(if applicable) Wells Fargo Home Mortgage , t
Mortgage Lender's Address P.O. Box 659568
City San Antonio State TX Zip 78265
Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged
Signature 1°"�Z, Signature
—
:.-,Owner Owner or Agent Contractor
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1�
day of ,20 >by S°fCL ve,ti &1/x e V day of >by '�Cl®�a�1( If[
who is personally known to me or who has produces C T__ who' personally'known' me or who has produced
1b v `ve Y'S As identification and who did take an oath. i as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: PP r Sign:
lA
Print: K g VQ J Print
My Commission Expires: 0-S:'_-1'_ L.DRED HENRIGIUIEZ M Commission Ex pi ' �f ` e RION#DO95
My P :* ,�,�-__ MY COMMISSION#DD 955300
Notary Public,State of New York 6:
EXPIRES:March 29,2014
No.01 HE6147148 Bonded Thru Notary Public Underwriters
Qualified in New York County
m ix *1*32 � x x x >a
APPROVED BY <� �3 Plans Examiner Zoning
Structural Review Clerk
(Revised 3/1212012)(Revised W/10/07)(Revisef 06 110)209xRevised 3/15/09)
i
Miami Shores Village
logo Building Department
10050 N.E.2nd Avenue
yr��►�'� Miami Shores, Florida 33138
�OR1D�
Tel; 305 795.2204
Fax: (305)756.8972
, o
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.,
To: Miami Shores Village Building Department Date:
10050 NE 2nd-Ave
Miami Shores, Fl 33138
Re: Owner's Name: Steven D. Yavner
Property Address:3' NW 97th Street
Roofing Permit Number.
Dear Building Official:
I Steven D. Yavner certify that I am not required to retrofit the roof to wall connections of my
building because:
e The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00.Please attach proof of ad
valorem taxation.
❑The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions
of 1994 edition of the South Florida Building Code(1994 SFBC)
'j, A)�-Qk4lj 5 = 0_ � I�
Signature Print Name
fug y
State of Flerida
County of Dade /V
The undersigned, being the first duly swam,deposes and says that he/she is the owner for the above property mentioned.
Swom to and subscribed before me this 7 day of °z o13
O&J Y`^ MILDRED HENRIQUEZ
Notary Public,State of New York
Notary Public,Sate of Perida at Large Qualified 01 New 4714Courrty
Commission Expires May 3o,2014
• When the just vaivaatkm of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the bull ft was not construes with FBC nor a 1994
SFBC.Then you must provide a bugdmg applicatim from a General Contractor for tie Roof to wag connection Hurricane Mligation.
Revised on 5121/2009
r �
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edltlon,.N VCY �� 0 201
I h-Velocity Hurricane Zone Uniform Permit Application Form.
(Gannical Information)
o. Process No.
Contractor's Name
Job Address
ROOF CAUGORY
x1ow Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile
❑Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
Shingles
❑Prescriptive BUR-RAS 150
ROOF TYPE
❑ New Roof "
ng ❑ Recovering ❑ Repair ® Maintenance
eK
ROOF SYSTEM
INFORMATION
ION
Low Slope Roof Area(SF) 7W Steep Sloped Roof Area(SF) Total(SF)7;'-O °
Simon( A®�f 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 location of
parapets.
ell&I
c W I A �
M
� ® OO
°
7 U)
ll
U rn (D J
N
m r cp
c m
_ m C7
FLORIDA BUILDING CODE—BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High-Velocity Hurricane Zone Uniform Permit Application Form.
Section C(Low Slope Application) Surfacing: OR
Fill In specific roof assembly components
and Identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment:
(If a component Is not used,Identify as"NA")
Field:�'oc @Lap,#Rows �@ � "oc
System Manufacturer:
Perimeter:�"oc a@ Lap,#Rows j@ "oc
Product Approval No. 7 /,,
Corner: oc @ Lap,#Rows @ "oc
Design Wind Pressures,From RAS 128 or Calculations:
7 3 Pmax3• ��/� �/ Number of Fas eners Per Insulation Board:
Pmax1: Pmax2• i 7
Field Perimeter Comer
Max.Design Pressure,from the specifi uct —c-7Z,-
Approval system: Illustrate Components Noted and Details as
Deck: Applicable:
�( U Woodbiocking,Gutter,Edge Termination,Stripping,Flashing,
Type: Continuous Cleat,Cant Strip,Base Flashing,Counter-
p_ p_ /�,�� Flashing,Coping,Etc.
GaugePThlckness:_ fe1G� l5B y Indicate:Mean Roof Height,Parapet Height,Height of Base
„� Flashing,Component Material,Material Thickness,Fastener
Slope: klp Type,Fastener Spacing or Submit
Anchor/Base Sheet&No.of Ply(s):
Anchor/Base Sheet Fastener/Bonding Mater
Insulation Base Layer:
Base Insulation Size and Thi ness:
7I ;:T
Base Insulation Faste Bonding Material: parapet
Height
T/Insulation :
Tand Thickness: � ®
Tner/Bonding Material:
Mean
/�
Base Sheet(s)&No.of Ply(s): Y L/ Roof Height
Base,.Sheet Fays�tten r/londing Ma
r a I V ' • JO/ 0 yi 10 ///j
l' C/itj_�_
Ply Sheet(s)&No.of Ply(s): Aa
Ply Sheet Fastener/Bonding Material:
Top Ply: 4,0& WSWET 17-0 CIL-
Top Ply Fast rBondin Material: s
FLORIDA BUILDING CODE—BUILDING
Owner's Notification Form HVHZ 2010
"RAM
e
-Delivering Excellence Every Day" SECTION 1524
HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner
with the required roofing permit,and to explain to the owner the content of this section. The provisions of
Chapter 15 of the Florida Building Code,Building govern the minimum requirements and standards of the
industry for roofing system installations. Additionally,the following items should be addressed as part of the
agreement between the owner and the contractor. The owner's initial in the designated space indicates that the
item has been explained.
1.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics(appearance)are not a consideration with respect to workmanship provisions.
Aesthetic issues such as color or architectural appearance,that are not part of a zoning code, should be addressed
as part of the agreement between the owner and the contractor.
2.Renalling wood decks: When replacing roofing,the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 16(High Velocity Hurricane Zones)of the Florida
Building Code. (The roof deck is usually concealed prior to removing the existing roof system).
3. Common roofs: Common roofs are those which have no visible delineation between neighboring
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 work to be performed.
4.Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
viewed from below. The owner may wish to maintain the architectural appearance;therefore,roofing nail
penetrations of the underside of the decking may not be acceptable. The owner provides the option of
maintaining this appearance.
5.Ponding water: The current roof system and/or deck of the building may not drain well and may
cause water to pond(accumulate)in low-lying areas of the roof. Ponding can be an indication of structural
distress and may require the review of a professional structural engineer. Ponding may shorten the life
expectancy and performance of the new roofing system. Pondmg conditions may not be evident until the original
roofing system is removed Ponding conditions should be corrected
6. Overflow scuppers(wall outlets): It is required that rainwater flow off so that the roof is not
overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if
overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance
with the requirements of: Chapter 15 and 16 herein and the Florida Building Code,Plumbing.
R teno 7.Ventilation: Most roof structures should have some ability to vent natural airflow through the
o f the structural assembly(the building itself). The existing amount of attic ventilation shall not be
reduced. Exception: Attic spaces,designed by a Florida-licensed engineer or registered architect to eliminate
the attic venting,venting shall not be required.
i
Owner's/Agent's Signature: � - ! Date: ®
Contractor's Signature: _ Permit Number:
Property Address: 1 34 NW 97th St., Miami Shores, FL 33150
i
MM AM ADE MIAMI-DARE COUNTY,FLORIDA
METRO DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE(BCCO) 148 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.Nthis 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 Cale.
DESCRIPTION:GAF RUBEROID®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 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 sates,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. N 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 revises NOA No.07-1203.01 and consists of pages 1 through 31.
The submitted documentation was reviewed by Jorge L.Acebo.
NOA No.: 89-0224.81
Expiration Date: 11/06/13
of c u Approval Date: 04/08/09
'' � Page 1 of 31
t
Memb ,tone Type: APP/SBS Heat Weld
Deck Type 1: Wood,Non-insulated
Deck Description: '9/32"or greater plywood or wood plank decks
System Type E(2): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier: FireOutTU Fire Barrier Coating,VersaShiele Non-Asphaltic Fiberglass-Based
(optional) Underlayment or SecurockTM.
Base sheet: GAFGLAS's#80 ULTIMATM Base Sheet,STRATAVENT®Eliminatorru
Nailable,RUBEROIDP Modified Base Sheet,RUBEROID®MOP Smooth,
RUBEROV 20,RUBEROV SBS Heat-WeldTM Smooth or RUBEROV SBS
Heat-Weld 25 base sheet mechanically fastened to deck as de
son-bed below,
Fastening Options: GAFGLAO Ply 4,GAFGLAS®Flex PVv 6,GAFGLASID#75 Base Sheet or any
of above Base sheets attached to deck with approved annular ring shards 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-dS psf,See General Limitation#7)
GAFGLAS®Ply 4,GAFGLAS FIex PIyTA 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-45 psf,See General Limitation#7)
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.S psf,See General Limitation#7)
GAFGLAS®#80 ULTIMATM,RUBEROID®20,RUBEROWOMop Smooth,base
sheet attached to deck with roved
app annular ring shank" g nails and tin caps at a
fastener spacing ?�
p ing of 9 o.c.at the 4 lap staggered and in two rows 9"a.c,in the
field.
(Maximum Design Pressure-60 psf,See General Limitation#7)
GAFGLASO#75 Base Sheet or any of above Base sheets attached to deck with
Drill-TecTM#12 standard,#14 or# 15 Screws and 3"Drill-Team 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#7J
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)
NOA No.: 09-0224.01
11 Expiration Date: 11/06/13
11 Approval Date: 04/08/09
Page 29 of 31
GAFGLAS®#75 Base Sheet or any of above Base sheets attached to deck with
Drill-TecT11#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 shoot.
(Modmum Design Pressure—7S psf,See General Lbnitatlon#7)
Ply Sheet: {Optional except over RUBEROID"Modified Base Sheet,RUBEROIDP MOP
Smooth,RUBEROV 20,RUBEROV SBS Heat WeldTM Smooth or
RUBEROV SBS Heat Weldrm)One or more plies GAFGLAS*PLY 4 or
GAFGLASO Flex P1yTM 6 sheet adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20-40 lbsJsq.-or RUBEROV Torch
Smooth torch applied according to manufacturer's application instructions.
Membrane: One ply of RUBEROV Torch Smooth,RUBEROV Torch Granule,Roof
MatchTM APP Torch Granule,RUBEROV EnergyCapTm Torch Granule FR,
RUBEROV Torch Plus Granule,RUBEROV EneWCapTM Torch Plus FR,or
RUBEROV Torch FR torch applied according to manufactaier's application
instructions.
Or
One or more plies of RUBEROV SBS Heat WeldTM PLUS,RUBEROV SBS
Heat-WeldTM PLUS FR,RUBEROV SBS Heat WeldTm 170 FR,RUBEROV
EnerVCapTM SBS Heat WeldTM Plus FR,RUBEROV SBS Heat-Weldrm,
RUBEROID®SBS Heat-WeldTM Smooth,RUBEROV ULTRACLAD®SBS
and RUBEROV SBS Heat-WeldTM 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 lbsJsq.and 300 lbs./sq.respectively in a flood
coat of approved asphalt at 60 IbsJsq.or applied in a flood coat of Leak
BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galJsq.
2. GAFGLASQ 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 Busteim MatrixTM 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 galJsq.
5. Leak BusterTm MatrixTM 602 MB Xtra Elastomeric Roofing Membrane,
EnergyCote®roof coating applied at 1 to 1.5 gaUsq.
6. TOPCOAT®Surface Seal,TOPCOA'I*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.
Maximum Design
Pressure: See Fastening Above
NOA No.: 09-0224.01
Expiration Date: 11106!13
Approval Date: 04/08/09
Page 30 of 31
e !
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 '/a"Dens Deck or '/z"Type X gypsum board is acceptable to be installed directly over the wood
deck.
GENERAL LaUTATIONS:
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 raze of 20-40 lbsJsq.,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 IT in each ribbon
to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs./sq.
Note: Spot attached systems shall be limited to a maximum design pressure of 45 psE
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 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 nailers,metal profile,and/or flashing termination designs shall
conform to Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field,
perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced
fastening at enhanced pressure zones(i.e.perimeters,extended comers 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
NOA No.: 09-0224-01
Expiration Date: 11106!13
Approval Date: 04/08/09
Page 31 of 31
TGFU,R1306-Roofing Systems Page f4 of 48
°fie Our applied at 1-ga1J140-W.
,--046 ply"!ype G2" $75 ftse ShoW,or'-rrs-Pay f75 Base Stet",sambancaliy(astened.
M --"Ruberold Torch Granule cr"RuWmd Tc.ch Granule 1"or"Ruberoid Tardy Granada PHr>:or"Itubamid T'grch W heat
fused.
50,Cooks C-18/32 Xndkwg 1/2
Parimer.—"Mm Out'applied at 1-gal/ifao-ft'1.
Bass Ohm*—One ply Tvpe G2"cAFGLAS 075 Base Sheet",or°Tri-P!p$75 Base Sheet",maehawcdiy fastened.
My Sheat(Opt )a One ply Type Gi or Type 62.mechar-ically fashmed.
NeenbrarseT—"Rubaraid Torch Geanale"ar"Ruberold Torch Granule 14ar"Rub*mW Torah 4rasnaale Pius"or"Ruberoid Torch FR"heat
fused.
$1. :NC Inaffmi 1/2
Irmulation{ anul)s- -Min 1/2 in.good fuser,mechanically fea'sened.
sup shoot( )s—1 ply Safe"mechanically tastafted.
One ply "liberty SW W-Adhering Base^Sh*W or°RubwM 3A 8"elPly Show self adhered.
Nembrartat—One ply"RuburoW SBS float WeW 170 W or"Rub"id 30 FW or`Ruberold Sncracap SBS 30 M or"Raba cold 50
Meat weld Plus PR°but fils".
52. cuss C-35/32 Inclifts 1/2
Ineta (Opp )s—Any UL Cam24`aed,any thickness,mechanically t
Barrlow Board;--mlalrnven 1/2-1%thik gypsum board or miAbnum 3 14-1n.thick G-P Gypsors Corp *OensDock ID Rooftoard"or
"Den Primeib d"or"DowDeck DuraGaard '"$ "'mvcharnlcltgy faeWed.
Bwe t•—orm ply"lbiarty M Ssb-Adhering Basee'pl3 Sheof or"Rsuberotsi$A i *p4y eel"soli adhered.
idewahranes—One ply"Ruberold SOS Nat Weld 170 OW or"Ruberold 30 PR"or"Rubereld llnorgyCap M 30 FW 4r"Rulsvoid$BS
?float Weld plus FR"hat fuNW,
43.Dedt.NC Y s a
Pri n--`Plre Out"applied at 1-gel/100-W.
Use l)s One ply'L*WW 114,Sam Shoat%mechanically fastened, -
Ply Steft.-"One Ply"l1"Det'ty SOS$4-Adhering /Ray Sheet`or Rubaa old SA °tsasif adhered-
Cop Sheet,.--Oft ply"libor*i FR M aeff Adhering Fit:ao Sheet°or"Ruberoi.t SA Cady FR Slnetxt"set adfecr_,e__ ---- -
;4.Deft C-15,132 I t 112
Primeari—"FiN our applied at 1-gs1 1190-ft1. ------
511p Sham( );"-1 pay'Storfrm$af+s"rnechanis:W ibVenaed.
One t( OW);--Ore ply"liberty ldk,Bass Show,ma3Cnanicafly fastened.
pty Shush One ply"Lilserty SW Self-Adhering Sase/Ply SheW or"Rabaaroid SA Baas/ply:het"90 adharid. "
Cep Sheet:--Ono ply"Liberty FR SSS Set-Mbednj Flt Cap Sheol"or"Rube,"old$A Capp RR Sheet"self adhered.
55.Decks NC Incilsm.1
Irtssbtios(Optlor4d)i—Parlite,l paVisacyahurate,urathane or perafxa/Potyitsocyanurata campaske,alkof 8-tn.*am
joints.
is—One asr more plim Types 62 $75 flase Sheer",or"Yri-Ply$75 Basle Shut",or Type 63"GAPGLAS Miniaral
SurfooW Cap Sham",or T01-Ply Miami Sarbad Cap Sheet",Itat mapped or mechanically fastened.
Ply aseet(opt )a-"One or mom Pon Typal at,halt mopped In}dace.
Mernbrenaaas--One ply"Rubereld Tastes�p h`or"kuberold Sntaoth".
Hernbr One ply"R plop FRI.
$6. s NC Inclines I
IrAMeflon(Opts )t—Po Isacyanurate,wood ,p�erlilei,glass fuser,any thk knees,hot mopped or nsechantcaUy fastened
flase s—One or more plkbe Type 02 a 875 Saws$host",or"Tai-Ply*7$Sm Sheet",moeftantaffy fat:8en6d.
Fly SheM s—One ar more pares"Ruberoid 20".look mopped in place.
l4arabrainet One ply"Rasberoid Si1S t1 a i°R"am faa3at d►plaice.
57 Decks:^.,.-35/5$ Isuslirvea 112
ftseWmset.—Two of mom pNeP *G2"GAFCLAS$75 9aoa Shy"or"714-Ply#75 else$how",me chanlealye botenad.
f42mbrsnsas—One ply"Rubor heat Weld Plus fit"cr"Rubereid 385 a ld 170 Fit heat welded in place.