RF-11-1066Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 160847 Permit Number: RF -6 -11 -1066
Scheduled Inspection Date: June 24, 2011
Inspector: Bruhn, Norman
Owner: LEEMBURG, CYNTHIA
Job Address: 361 NE 101 Street
Miami Shores, FL 33138 -2424
Project: <NONE>
Contractor: DALEY ROOFING INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile /Flat
Phone Number
Parcel Number 1132060135220
Phone: (305)754 -9892
Building Department Comments
re roof flat roof
Passed'
6---)e7:-67-
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
June 24, 2011
For Inspections please call: (305)762 -4949
Page 9 of 18
Q\\*-RA
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle): Building Roofing
Permit No. Rf _ i 1- 10 (9 6
Master Permit No.
Owner's Name (Fee Simple Titleholder) J
Owner's Address 31 1 & leIto I Sr
City pticill4 1 SF1-O State
Phone #1
Zip 3334
.'enant/Lessee Name Phone #
Job Address (where the `work i� being done)
City Miami Shores Village County Miami -Dade Zip 35)
FOLIO / PARCEL #
Is Building Historically Designated YES NO
Contractor's Company Name Doc of COO emi 1-k/C. Phone # 35 7`=-, I v-
Contraact/or's Address -7g I _ -1 U i8
City / `'1 l JIM) -Clitatea State ` Zip 3-3),
Qualifier Name l, e batef Phone #
State Certificate or Registration No. O -MOS -] K-10 Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ 62 .50. 06
Square / Linear Footage Of Work: 210g
Type of Work: LlAddition ' DAlteration DNew i1 Repair/Replace ❑ Demolition
Describe Work: , tt
Submittal Fee $ 50-0D Permit Fee $ c:)So`'e) CCF $ CO /CC
l,A.t a
Notary $ Training/Education Fee $ Technology Fee $
Scanning $ Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $ 9.,N10
L__ See_ Reverse side
Bonding Company's Name (if applicable)
Bonding Company's Address
City tate 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 AN'N'IUAVIT: 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.
Owner or Agent
The foregoing instrument was acknowledged before me this
3 N
day of tl�--�t� 20 I t , by (NIT \--1 U — ` .Xt ,
who is personally known to me or who has produced
As identification and who did take an oath.
∎ \ \\\\,Ul I l l n l l I ����� ®r!
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
�® ®• ....
****************************************/444******
,, / /llIIItItO
APPLICATION APPROVED BY:
(Revised 07/10/07)
Signature 0,0 P. a
Contractor
The foregoing instrument was acknoiged befole
day of Zi16, ,e ,20 lL ,by
whe-is-persatiallutown to me or who has produced
as identification and who did take an oath.
NOT PUBLIC:
Sign:
Print:
°
V• X11
O�IeR� Cia o° � 11,7
p,
My Commission Expires: s'''n��spp� C
y ' 4 ��°�
**** k**** kk *kkktikkkkkkkk** ** k *�
kkkkkk***
Plans Examiner
Engineer
Zoning
Miami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name: e,yi\mi -i D2reik/01/4/
Property Address: 'ti) A 101 ST
Date:
Roofing Permit Number:
Dear Building Official:
I e buoy
building because:
'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.
certify that I am not required to retrofit the roof to wall connections of my
❑ 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)
State of Florida
County of Dade
The undersigned, being the first duly sworn, dep ' ses and says that he /she is the owner for the above property mentioned.
Sworn to and subscri
bed before me this day of 1.a.
Notary Public, Sate of Florida at Large %/ •�
• ®o
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than 0,008:0 an�' ; �x�as not constructed with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wail connk t)on Hut * 'h.
/rrrrrivaitiol0
Revised on 5/21/2009
HIGH VELOCITY HURRICANE ZONES - REQU
R4402.13.1 Scope. As it per(ains to the section, d is the responsibility of roofing --� �Nprovide
the
aowner
with the required roofing permit, and to explain to the owner of the ection. The '—'-- noof Section
R4402 govern the minimum ualu memen�ond8t�ndmn�sof�8 - ' �xroofing system installations.
Additionally, the following items shoud be addressed as part of the agthe owner ant the
contractor. The owner's initial in the designated space indrcates that the item has been explained.
,Dh�\
1 . / '0~�pl
^_' mwsxnetxom-Wmwkmmmmahip: the wm*monnhi provisions ' mfSmcUonR44O2enafnrthapurpuueof
providing that the roof system meets the wirwl resstance and water instruction perfomiance standards.
Aeothohoo(appoamncm) onenoteounoidoraUonwkheapecttuwmrhmanmhippmwiuiona.Aau1hmbu|mo issues
such eo color orarchUec�[a| appearance, that are not pm�Of8 zoning code, should bo addressed an --�of
the agooen)entba��/nthe ovmnmrand the contractor.
'~
' i//'\
C"'RmmmiWn0wood decks: When replacing nonOno. the existing wood roof deck may have to be
nana|hedin accordance wdhthe ou�mntpmv�in provisions O3./TMm�of deck iSusuaUy concealed phVr
bo removing the eximdng roof system).
`
1
3. Common roofs: Common roofs are those which have no visible units (i.e., condom��mo.�o](nbxUd�onv�h common roofs, delineation -----'''~'''~~�
owner ohouNno0��em:cupan�nf adjacent un�u roofing tVhepe��—'' � --- ----
�
Ceiling: Exposed, operi beam ceilings are where the underside of the roof clecking 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.
0~21'
Ponding water: The current roof system and/or deck m the ounomnmavnot ooanvwn and may
cause wate to pond in /reaanf�wnx�. can ~ mo^indication of atruoun,
distress and may require the review of a professional structural engineer. Pounding may shorten the Iife
ncy 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.
W. 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 out(ets) are not provided. 11 may be necessary to install overflow scuppers in
• accordance with the requirements Of Sections R44O2.R44O3 and R4413.
7. /.APO Ventilation: Most roof structures shoutd ha? bi |i ^ at nW i[O through th
e
interior of the s\ru nUm vm assembly (the building itself). The ex imti ga° nctir� afti.cEventilation VhaUUOtbe
" 1- beneficial to consider additional ventireNtia caaegiiirce4egiing the service life of the
nature Date
°•° ¶.'!: ° •° /
.big ' /' / *
° : • °• ° :Date
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ROOF ASSEMI UES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
High-Velocity Hurricane pane Uniform Fenn ft Application Form.
$ec jqn A (Generni InfQnnntion)
Master Permit No. Process No.
Contractors Name DYhCL/ cQ (C1 �(-1
Job Address 3 2 / iLt- / C
Slope
0 Asphaltic
Shingles
ROOF CATEGORY
® Mechanically Tile
D Metal Panel/Shingles
® Prescriptive BUR -RAS 150
ROOF TYPE
O Mortar /Adhesive Set Tile
O Wood Shingles/Shakes
o New Roof jerooflng 0 Recovering 0 Repair 0 Maintenance
ROOF SYSTEM
INFORMATION
Low Slope Roof Area
(SF) Steep Sloped Roof Area (SF) Total (SF) 20S;
Section. B (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 location of
parapets.
15.32
immlnimmiseene....ErrEraimmimmum
Imumninnumomonommilinosionunio
11111111111111111111111111111111111MOMM111111111111111111111111111111111111
NommunEmmiiiiimmimeanitutinim
SOO ••••• •
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• • • • FLORIDA BUILDING CODE — g11tLDING
4
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High - Velocity Hurricane Zone Uniform Permit Application Form.
l
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.:
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1: Pmax2: Pmax3:
Max. Design Pressure, from the specific Product
Approval system:
Deck:
Type: I Y
Gauge/Thickness:
Slope:
Anchor/Base Sheet & No. of Ply(s):
Anchor/Base Sheet Fastener/Bonding M - : rial:
Insulation Base Layer
Base Insulation Size and - ickness:
Base Insulation Fas; > er/Bonding Material:
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Field: 67 " oc @ Lap, # Rows r @ / " oc
Perimeter: ' " oc @ Lap, # Rows LI @ " oc
Comer: 11" oc ® Lap, # Rows @ " oc
Number of Fasteners Per Insulation Board:
Field
Perimeter Comer
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
ET_
Top Insulatio Layer:
Top Ins ation Size and Thickness:
To • ' nsulation Fastener/Bonding Material:
Base Sheet(s) & No. of PIy(s): r Pt ;t' 4477
Base Sheet Fastener/Bonding Material:
1.5/A tint (I.p, trial,
Ply Sheet(s) & No. of PIy(s): ,vj
Ply Sheet Fastener /Bonding Material:
IA 124
Top PIy:
Top Ply Fastener/Bonding Material:
FLORIDA BUILDING CODE — BUILDING
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Parapet
Hecht I
t r l6
Mean
Roof
Height
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAMER 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 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 Dale 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 provideei to. he user by the manufacturer or its
distributors and shall be available for inspection at the jot site at request of th Wilding Official.
This NOA revises NOA No. 07- 1203.01 and consists of •pages • Z"thro412 317 : • •▪ ••
The submitted documentation was reviewed by Jorge L. Acebo.
PP ROVED
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• •.NOVA No.: 09- 0224.01
• • • Fi@iratiin Date: 11/06/13
• • •Approval Date: 04/08/09
Page 1 of 31
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Membrane Type: APP /SBS Heat Weld
Deck Type 1: Wood, Non - insulated
Deck Description: 19/32" or greater plywood or wood plank decks
System Type E(2): Base sheet mechanically fastened.
MI General and System Limitations shall apply.
Fire Barrier: Fire OutTM Fire Barrier Coating, VersaShietd®Non-Asphaltic Fiberglass-Based Underlayment or SecurockTM. 'berglass -Based
Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM
Nailable, RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth,
RUBEROID® 20, RUBEROID® SBS Heat- WeldTM Smooth or RUBEROID® SBS
Heat-Weld 25 base sheet mechanically fastened to deck as described below;.
Fastening Options; GAFGLAS® Ply 4, GAFGLAS® Flex Plym 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 PIyTM 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 psi; See General Limitation #7)
GAFGLAS® Flex PlyTM 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® #80 ULTIMATM, RUBEROID® 20, RUBEROID® Mop Smooth, base
sheet 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 -60 psf, See General Limitation #Z
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 -TecTM steel plate or
Drill -Teem 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.
(Iffedmum Design Pressure - 60psf,, See General Limon #7)
Any of above Base sheets attached to desk v ed annular sin .shank nails and
3" inverted Drill -Teem . •
insulation phhts at a . �;n��9° o.c. at the 4"
lap staggered in two rows 9 in the ficjij■ .. • •.: •.' : : .. •
(MaadmumDesign Pressure - 60psf, See GeneralL'on #7)
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• • • • • • •' ' ' • 114 J1oa: 09-0224.01
.• •• • • .
• • Expirat1oz Date: 11/06/13
Approval Date: 04/08/09
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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 -Tech 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.
(Mwdnuan Design Pressure —75 psf, See General Limitation #7J
Ply Sheet: (Optional except over RUBEROID® Modified Base Sheet, RUBEROID® MOP
Smooth, RUBEROID® 20, RUBEROID® SOS Heat We1dTM Smooth or
RUBEROID® SBS Heat We1dTM) One or more plies GAFGLAS® PLY 4 or
GAFGLAS® Flex PIyTM 6 sheet adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20-40 lbsJsq: 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® Torch Plus Granule, RUBEROID® EnergyCapm Torch Plus FR, or
RUBEROID® Torch FR torch applied according to manufacturer's application
instructions.
Or
One or more plies of RUBEROID® SBS Heat We1dTM PLUS, RUBEROID® SBS
Heat We1dTM PLUS FR, RUBEROID® SBS Heat WeldTM 170 FR, RUBEROID®
EnergyCapTM SBS Heat We1dTM Plus FR, RUBEROID® SBS Heat- We1dTM,
RUBEROID® SBS Heat We1dTM Smooth, RUBEROID® ULTRACLAD® SBS
and RUBEROID® SBS Heat We1dTM 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 300lbs.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 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.sq.
3. Leak Busterm MatrixTM 303 Premium Fibered Aluminum Roof Coating, at
1.5 gal./sq.
4. Leak BusterTM MatrixTM 715, Leak Busterm 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 gal./sq.
6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based
Elastomeric Roofing Membrane applied at Ito 1.5 galfsq
7. Advance Green Technologies Pho; evoltaie Laminate solar massy collector
auxiliary roof equipment insta1led'i p corinpligdnge'vit t thiutacturer's
specifications and applicable Builiidg Cale%; • • • • • •
Maximum Design
Pressure:
See Fastening Above
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• • • • • • • , •NAAI No.: 09- 0224.01
• • • • • • • • • • Exgiq;atle�, bate: 11106/13
• • •
Approval Date: 04/08/09
Page 30 of 31
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WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex Ply 's° 6 when used as a mechanically fastened base or anchor
sheet.
2. Minimum 'An Dens Deck or'/a" 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- 401bsJsq., 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
time 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 121bsJsq.
Note: Spot attached systems shall be limited to a maximum design pressure of -45 psL
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 to Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field,
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced
fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation
is specifically referred within this NOA, General Limitation #7 will not be applicable.)
10. All products listed herein shall have a quality assurance aualf irf ccirdtaco with the Florida Building Code
and Rule 9B-72 of the Florida Administrative Code. • • • • • • •••
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END OF THIS ACCEPT:A) C • :: • • •
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• Ii(1E► No.: 09- 0224.01 •
• • • • • • • • • •Espii�ai4 Date: 11/06/13
• • • Approval Date: 04/08/09
Page 31 of 31
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TGFU,R1306 - Roofing System3
Primer: — "Fire Our applied at 1- gal /100-ft".
Base Sheet — One ply Type 62 "GeAFGLAS y75 Base Sheet ", or'Th -Ply a'75 Base Sheet", mechanically fastened.
Membrane: — "Ruberoid Torch Granule" er'Ruberad Torch Granule i' or "Ruberoid Torah Granule Pies° or "Ruberoid 'torch FR" heat
fused.
Page 14 of 48
50. Deck: C -15/32 Inclines 1/2
Primer: — "/rue Out" applied at 1- gal /100 -fr2.
Base Sheet — One ply Type G2 "G. G.AFGL AS S75 Base Sheet ", or 'Tri4ly *75 Base Sheet ", mechanically Fastened.
Ply Sheet ( Optional): — One ply Type GI or Type G2, mechanically fastened.
Membranes "P.uberoid Torch Granete "or "Ruherold Torch Granule 1 ".r "Rub :road Torch Granule Rosner "Ruberoid Torch FR° heat
fused
51. Dedt: NC Incline: 1/2
Insulation (Optional): — Min 1/2 In. wend fiber, mechanically fastened.
Slip Sheet (Optional): - 1 ply "StormSafe" me t:nieally fastened.
Base Sheet — One ply "Liberty $BS Self- Adhering Base /Ply Sheer or "Ruberoid 3A Base/Ply Sheet" self adhered.
Membrane: — One ply "Ruberoid SBS Heat Weld 170 PR' or "Ruberoid 30 PR" or `Ruberoid energyCap 585 30 Mt' or "Rubarold 585
Heat Weld Pius PR" heat fused.
52. Doddt: C -15/32 Inclines 1/2
Insulation (Optional): — Any UL Classified, any thnt:rims, mechanically fastened.
Barrier Board: — minimum 1 /2 -in. Mitt gypsum board or minimum 1/4 -In. thick G -P Gypsum Corp "DensOack ® Roofkoard" or
"DensDeck Primat°j Roo/board" or `Genet/ace Darativard " 3oafboard" mechanically fastened.
Base Sheet — One ply "Liberty SW Self - Adhering Base /'Ply Sheet" or "Ruberoid $A Base/Ply Sheet" self adhered.
Membrane: — One alp "Ruberoid 5135 Heat Weld 170 PR° or "Ruberoid 30 FR" or "Ruberoid Bnsrgytap SW 30 FR" or "kub rotd 555
Heat Weld Pius PR" heat fused.
53. Dealt: NC Incline: 1
Primer: —'Fire Out' apphed at 1- gaN100 -ft2.
Base Sheet (Optional): -- One ply "Liberty MA Base Sheet, mechanically fastened.
Ply Sheet — One Fly "Liberty S95 Self-Adhering Base/Ply Sheet" or "Ruberoid SA Ease/Ply Sheet° self adhered
Cep Sheet: -- One ply °Liba*i FR SBS Self- Adhering FR Cao Sheet" or " Ruberoid SA Cap FR Sneer self adhered.
54. De k: C -15132 Incline: 1/2
Primer: — "Fire Out" aprOid at 1-gal/z00-ft:.
Slip Sheet (Optional): t ply "StormSafe" mechanically fastened.
ease Sheet (Optional): — One ply "Liberty MA Base Shea", rr,ecranically fastened.
ply Sheets One Pty "Liberty 5135 Self-Adhering Base/Ply Sheet" or "Ruberoid SA ease /Ply Sheet" self adhered.
Cep Sheet: — One ply "Liberty PR 585 3e?fatahering FR Ca? Sheet" or "Ruberoid SA Cap FR Sheaf° self adhered.
55. Dade: NC lndlnc: 1
Insulation (Optional): — Perlite, fiber glass, polyls.ocyanurate, urethane or partite /polylsoryanurate composite, Oise: 6 -in. from
joints.
Base Sheast: — One or more plies Type G2 "GAPGtAS #75 Base Sheet', or "Tri -Fly #75 Base Sheer, or Type 03 "GAFGLAS Mineral
Surfaced Cap Sheet", ar `Tri -Ply Mineral Surfaced Cap Sheet", hot mopped or mechanically fastened.
MY Sheet (Optional): a- One or more plias Type Gt, hot mopped In place.
Membrane: — One ply "Ruberoid Torch Smooths or "Ruberoid Mop Smooth ".
Membrane: -- One ply " Ruberoid Mop FR ".
56. Deck: NC
Incline: 1
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• It�aulatiOn (Optional): Polyiaocyanurate, viand fiber, periita, glass fiber, a7/ thklanecs,3oEm)ip,r -r,'�r n{trihanically fastened
Base Sheet: — time or more piles Type 02 `GAPGLAS #75 Base Sheet`, orfri- PIif"/5 Stee Sheer, fastened.
Ply Sheet t — One or more plies " Ruberoid 20 ". hot mopped in place
Membrane: — One ply "Ruberoid 585 Haat a +. " us FR" or "Club -road
gPR°, last w8lded rn place.
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57. Deeds: C -15/32 Incline: 1/2 •• •• • •• • • • • ••• • •
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Base Street: — Two or more plies Type 02 "GAFCLAS >r7S Base Shaer" or ''Tr;-Ply *75 Base Shea ', mcahanieaiiy fastened.
Membrane: -- One ply "Ruberoid SBS Heat Weld Pius Fit" cr "Ruberoid WS Heat Weld 170 FR" heat welded in place.
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