RF-11-1732Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 171569
Permit Number: RF -9 -11 -1732
Inspection Date: March 30, 2012
Inspector: Rodriguez, Jorge
Owner: SEPE, SUSAN
Job Address: 1050 NE 91 Terrace
Miami Shores, FL
Project <NONE>
Contractor: DALEY ROOFING INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Flat
Phone Number
Parcel Number 1132050010340
Phone: (305)754 -9892
Building Department Comments
RE -ROOF FLAT ROOF IN BACK WITH MODIFIED
TOCHDOWN SYSTEM
Passed
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 165532. CREATED AS
REINSPECTION FOR INSP- 164699. Work covered without inspection.
Provide cap sheet inspection. NB
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
For Inspections please call: (305)762 -4949
March 30, 2012
Page 1 of 1
Miami Shores Village J4 SEP 2 2011 «.
Building Department Q`p -c mm9
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 No.4 P 11 — 5l
PERMIT APPLICATION Master Permit No.
FBC 20
Permit Type: BUILDING
OWNER: Name (Fee Simple Titleholder): S ern Phone #: 7Q jO 28 - 7975
Address: /OS® 9/ TEL/ E
City: ithi9M/ 512•5 State:
Zip: 65/3E'
Tenant/Lessee Name: Phone #:
Email:
JOB ADDRESS: /2,W i (9/ `TeieLf1CT
City: Miami Shores County: Miami Dade Zip:.—../ 5 2'
Folio/Parcel #:
Is the Building Historically Designated: Yes NO 411-'''' Flood Zone:
CONTRACTOR: Company Name: Digteg /291iit) /A) C Phone #: ,� 76)4 %F9-
Address: % r /LE/®& `S i tt,��®® r/
City: /L/i 9719r Sj 2t S State: °7Z.- Zip: c /43
Qualifier Name: i.))9, 4/ 6RJ- V Phone #:
X67/%
State Certification or Registration #:
Certificate of Competency #:
Contact Phone #:3PC 7 ?Y' f %c:?— Email Address:
DESIGNER: Architect/Engineer: Phone #:
Value of Work for this Permit: $ I1Q v . 0 0 Square/Linear Footage of Work: 3nto P
Type of Work: ❑Address ❑Alteratiio1- n ❑New ❑Rep /Repla ❑Demolition
i
Description of Work: Q ° ( Ct.4 E !N.) Lt// jyroO 14-167)
--m(I frO )' JP`��T�VVI
1
%
COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by:
* * **** * ** ****** ** ** �**** �x�x**** �xa� ((***Fees**1**�s *e *e�ae�******** �x�****+xc•�x**** *r�x+�xe�e�+� ***
Submittal Fee $ SD Permit Fee $ dSI) 41. CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
p. 7 D
Bonding Company's Name (if applicable)
Bonding Company's Address
City
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: 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 whic <ccurs s en (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be app . and einspection fee will be charged.
Signature
Owner or Agent
The foregoing instrument was acknowledged before me this )24-6
day of , -} , 20 11_, by Saki E
w r who has produced R. DL
As identification and who did take an oath.
NOTARY PUBLIC:
Sign: f Y\ WOQA
Print: n. SUac t I
el bTrD
My Commission Expires:
„t0” O,„4i N SCHELLENBERG
' A�0 s Notary Public - State of Florida
** s, ,s,s****,a******,a,s** _. datfliimpigeg Feb 3, 2014
. o;: Commission
`- °P- Bonded Through National Notary Assn.
APPROVED BY
Signature P' �e
Contractor
uA
The foregoing instrument was ackn s d '.ed befi e . a hi
day of Ge liNteg , 20 I) , by
who is personally known to me or who has produced
as identification and who did take an oath.
NOT LIC: • •
Sign:
Print:
NOTARO PUBLIC -STATE OF FLORIDA
My Commission Expires Claudia V. cubillos
° :>^Ammission#Do717.23
Expires: SEP. 23, 2011
BOOM TIMU ATLANTIC BONDING C®.,MC.
****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Structural Review
(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/10)
Zoning
Clerk
Miami Shores Vivage
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: 5777/
Property Address: / ®,,S® /LE: 9, TE,- ,Crtee-
Roofing Permit Number:
Dear Building Official:
6 E/
Date: q /434%
certify that I am not required to retrofit the roof to wall connections of my
building because:
cierhe just valuation for the structure for purpose of ad valorem taxation is Tess 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 jSouu' Florida Building Code (1994 SFBC)
Signature
,s7e
Print Name
State of Florida
County of e Pare\ &eqcy,
The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned.
Swom to and subscribed before me this 1-1- day of Sept act
4,0141,7-. � N SCHELLENBERG
r� Notary Public - State of Florida
Notary Public, Sate of Florida at Large A Ch 4/ tf) � L ., '1 My Expires Feb s, 2014
-;
(3;. y� o;: Commission DD 95tf127
°� R` . Comm. ro. h N Uan I Notary Assn. ■
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.0 nd d t
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wan connection Hurricane Mitigation.
Revised on 5/21/2009
7, ,•'
' ■•■■•i,) ; r'0
CUMULATIVE SUBSTANTIAL IMPROVEMENT
VERIFICATION WORK SHEET
In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all
improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed
improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished
materials (include those donated), labor (including volunteer and self - performed), construction supervision and
management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is
attached for your reference. (A Copy of the Contract must be attached)
PROPERTY OWNER: 567-Ai
E�
PERMIT #
ADDRESS: /®,l 4L 9/ L!
FOLIO NUMBER: FLOOD ZONE:
BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL:
COST OF PAST IMPROVEMENTS (12 MONTHS):
COST OF PROPOSED IMPROVEMENTS: /co o®' "
(ATTACH COPY OF CONTRACT)
TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): 4 khriel - "
VALUE OF PRINCIPAL STRUCT
OWNERS SIGNATURE:
PLANREVIEWER:
(attac � appraisal):
DATE: 7/?/#7
PLAN REVIEWER SIGNATURE:
Created on June 2009
DATE:
SUBSTANTIAL IMPROVEMENT / DAMAGE LIST
(NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE)
ITEMS TO BE INCLUDED
ALL STRUCTUAL ELEMENTS,
INCLUDING
Foundations including;
Spread footing, Continuous footing,
isolated footing, piles and pile caps
Slabs including; Monolithic, floating,
elevated
Walls including; Exterior walls, Bearing
walls, Shear walls
Beams, Tie Beams, Columns and Posts
Wood decking, Floor and Roof Sheathing
Trusses, Joist
Windows /Doors
ALL BUILDING ELEMENTS, INCLUDING
Interior Partitions, Walls, Columns
Drywall, Ceilings,
Built in Furniture, Cabinets, Vanities
All Fixtures
Flooring, Tile, Carpet, Stone, Linoleum,
ect.
All Finishes including Drywall, Paint,
Stucco Plaster, Paneling, Tile, Marble,
and Moldings
Roofing Material
ALL HARDWARE
ALL UTILITY and SERVICE
EQUIPMENT
HVAC
Electrical System and Equipment
Plumbing System and Equipment
Security System and Equipment
Central Vacuum System
Plumbing Fixtures
Lighting Fixtures and Ceiling Fans
Water Systems including
Softeners /Filtration
Created on June 2009
ALSO:
All Labor and other Costs associated with
Demolition, Removing, Replacing,
Installing Building or Altering Building
Components
Construction Management / Supervision
Overhead and Profit
Equivalent cost for:
Donated Materials
Volunteer Labor (including owners and
friends)
Any Improvements Beyond Pre - damaged
Condition, including;
Utility Upgrades
Code Upgrades
ITEMS TO BE EXCLUDED
Plans and Specifications
Survey Costs
Elevation Certificate Costs
Permit fees
Debris Removal
Items not considered to be REAL Property
Rugs, Furniture, Refrigerator,
Appliances not Built -in
Outside Improvements, Including;
Landscaping
Sidewalks
Patios
Fences
Yard lights
Sheds
Gazebos
Irrigation
Pool
4
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.e" The owner's initial in the designated space indicates that the item has been explained.
1. °rte 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 or or architectural appearance, that are not part of a zoning code, should be addressed as part of
the ag ent between the owner and the contractor.
Renaliling wood decks: When replacing roofing, the existing wood roof deck may have to be
ccordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
g the existing roof system).
ommon roofs: Common roofs are those which have no visible delineation between neighboring
ownhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or
uld notify the occupants of adjacent units of roofing to be performed.
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
pene of the underside of the decking may not be acceptable. This provides the option of maintaining the
appce.
ing water: The current roof system and/or deck of the building may not drain well and may
se 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
on roofing system is removed. Pounding conditions should be corrected.
�. • erflow 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,: • ppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
acco • • ► - with the requirements of Sections R4402, R4403 and R4413.
f entiiation: Most roof structures should have some ability to vent natural airflow through the
inteof the tructure assembly (the building itself). The existing amount of attic ventilation shall not be
reduced yey b- . neficial to co ider additional venting which can result in extending the service life of the
roof.
//-/
.A0t2i/ er /Agent's ature Da Contractor Signature Date
Revised on 7/9/2009 LD
3
ROOF ASSEMBUES AND ROOFTOP STRUCTURES
P,MW/31(1)
EP i2 ? 2011
Master Permit No.
Florida Building Code Edition 2
High-Velocity Hurricane Zone Uniform Permit App
SQctinn A G8118/al Informatinn
Process No
01
Miami Shores Village
Contractor's Name DA-6-elf ,l ' ! 1:4 "-ic? J» C.
tret DEPT
UBJECTTO COMPLIANCE WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
Job Address /e2„50 /E 9/ ST 77 /S t°,6
®Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
Shingles
❑ New Roof
❑ Prescriptive BUR -RAS 150
ROOF TYPE
B'ReroofIng ❑ Recovering
ROOF SYSTEM
INFORMATION
❑ Repair 0 Maintenance
(SF) 9'! Steep Sloped Roof Arm (SF) Total:(SF
Section R (Rnnf Piap)
!MILS. and .sections, .roof _drains :scuppers, overflowneuppers and overflow drains._
and levels, clearly identify dimansions of atevnteld pressure zones and tocatton of
r?
FLORIDA BUILDING CODE — BUILDING
. ,`.e� �`�, �. Wpb �;�'� Y� a. ..
0
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
HIgh - Velocity Hurricane Zone Uniform Permit Application Form.
Surfacing: /1 / 9
Fastener Spacing for Anchor/Base Sheet Attachment:
Field: _I"oc@ Lap, #Rows ,. /"oC
Perimeter 'f' " oc @ Lap, # Rows a@D " oc
Comer id " oc @ Lap, # Rows 14 @ oc
Number of Fasteners Per Insulation Board:
Section C ( ow Slope Application)
Fill in specific roof assembly components
and Identify manufacturer
(If a component is not used,, identify as "NA ")
System Manufacturer /f7Y
Product Approval No.: 14 1?" 0)
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1: Pmax2: 0 7� 3 Pmax3: /3/,
Max. Design Pressure, from thecific Product
Approval system: ^'7'
Deck:
Type: /X0 v .
Gaugefrhickness: 3 X 3 `. `P 2 Xin
Slope: 1
Anchor/Base Sheet & No. of Ply(s):
AnchorBBase Sheet Fastener/Bonding Ma • rial:
Insulation Base Layer.
Base Insulation Size and
Base Insulation Faste = r/Bonding Material:
Top Insulatlo : yet:
Top Ins tion Size and Thickness:
T.. Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s): / /21-Y 7 S
/ tv s aBon�' /� + �i S': il.1U�
Pty Sheet(s) & No. of Ply(s):
Ply Sheet Fastener/Bonding Material: ,
/V j
Top Ply: /24146C-710 I p / 70
Ply Fastenerlionding Material:
FLORIDA BUILDING CODE — BUILDING
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
-04)
Parapet
Height i
is
f3 dfiti
Mean
Roof
Height
M I A M I�DADE 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 RIIBEROID® 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 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 revises NOA No. 07- 1203.01 and consists of pages 1 through 31.
The submitted documentation was reviewed by Jorge L. Acebo.
yjAPPROVED,
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 1 of 31
.e
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.
All General and System Limitations shall apply.
Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield®Non- Asphaltic Fiberglass -Based
(optional) Underlayment or Securockmi.
Base sheet: GAFGLAS ®1180 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM
Nailable, RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth,
RUBEROID® 20, RUBEROID® SBS Heat- WekdfM Smooth or RUBEROID® SBS
Heat -Weld 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.
(Mex ni Design Pressure -4S psf, See General Lion #,
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 -TecTM steal 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 - 45psf, 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 S2.S psf, See General Limitation #,
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 #,
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 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 psi; See General Limitation #,
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 0)
NOA No.: 09-0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 29 of 31
.
r
�•*2
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 -TeccM 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 Plenum —75 psi', See General Limitation #7)
Ply Sheet: (Optional except over RUBEROID® Modified Base Sheet, RUBEROID® MOP
Smooth, RUBEROID® 20, RUBEROID® SBS Heat WeldrM Smooth or
RUBEROID® SBS Heat WeIdTM) 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 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
MatchhM APP Torch Granule, RUBEROID® EnergyCapTM Torch Granule FR,
RUBEROID ® Torch 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 We1dTM PLUS, RUBEROID® SBS
Heat We1d1M PLUS FR, RUBEROID® SBS Heat We1dTM 170 FR, RUBEROID®
EnergyCapTM SBS Heat WeIdTM Plus FR, RUBEROID® SBS Heat We1drM,
RUBEROID® SBS Heat WeIdTM 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 Ibs sq. and 300 Ibs./sq. respectively in a flood
coat of approved asphalt at 60 Ibssq. 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- 40lbssq.
3. Leak Buster MatrixTM 303 Premium Fibered Aluminum Roof Coating, at
1.5 gal./sq.
4. Leak BusterTM MatrixeM 715, Leak BusterTM MatrixTM 322, TOPCOAT®
MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to
1.5 gal./sq.
5. Leak Busterml 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 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.: 094224.01
Expiration Date: 11/06/13
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 '/4" Dens Deck or 'h" 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- 40lbssq., 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. lino 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 lbssq.
Note: Spat 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 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 Lbnitation #9 will not be applicable.)
8. All attachment and sizing of perimeter Hailers, 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 audit in accordance with the Florida Building Code
and Rule 9B-72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
APPE�OVED}
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 31 of 31
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TGFUR1306 - Roofing Systems
Primers — "Fire Our applied at 1- ga11100•ft'.
Base Sheet — One ply Type G2 "GAFGI.AS *75 Base sheet", or " i'ri -FIy fly Base Sheet ", me chanmally fastened.
Membranes -- "Ruberoid Torch Granule: cr "Ruberetd Torch Granule 1" or "Rubereid Torch Granule Mee" or "Ruberoid Torch FR" hest
fused.
Page 14 of 48
50. Decks C-15 /32 Lrnellne: 1/2
Primes: — "Pine Our applied at 1- gat /100•!:6.
Base Sheets — One ply Type G2 "a2AFGLA5 *75 Base Sheet', or "TrI"Ply 975 Baas Shear, mechanically fastened.
Ply Sheet ( Optianaal): — One ply Type e31 or Type G2, mEChanitsfy fastened.
Membrane, -- "Ruherald Torch Granale"or "Ruben;Id Torch Granule t"or "Ruberold Torch Granule Plaei "or "Ruberoid Torch Pr heat
fused.
51. Deck NC Inclines: 1/2
Insulation (Optional): Min 1/2 in. wood fiber, mechanically fastened.
Slip Sheet (Optiona1)t — 1 ply *StormSafe" me I1anically fastened.
Base Sheet: — One ply "Liberty $B$ Self-Adhering Base/Ply Sheet° or "Ruberofd SA Base/Ply Sheet° self adhered.
Membrane: — One ply "Ruberafd SB8 Heat Weld 170 FR° or "Ruberoid 30 PR" or 'Ruberold EnergyCap SSS 30 FR' or "Rube old St3S
Heat Weld Plus PR" heat fused.
52. Deck: C-15/32 Zi dunes 1/2
1nstlation (OpUos+al)n -- Any UL Classified, any thickness, mechanically fastened.
Barrier Search — minimum 1 /2 -In. thick gypsum board or mlaimum 114 -in. thick G -P Gypsum Corp "Densbeck ® Roofboard" or
"DensDeck Prim efe? Roofboard° or "DeneDeck DuraGward Raofboard" mechanically fastened.
Baas Sheer — One ply "Liberty Std Self - Adhering Base/Ply Sheet" or "Ruberoid SA Base/Ply Sheet' self adhered.
Membranes — One ply "Ruberokl 585 Meat Weld 170 FR° or "Ruberoid 30 FR" or °Rubereld EnergyCap WS 30 FR" or "Ruberoid 585
Heat Weld Pius PR" heat fused.
53. Deck: MC Incline: 1
Printer: — "Fire Out" applied at 1- ga1/300 -ft2.
Bess Sheet (Optional): — One ply "Liberty MA Base Sheen', mechanically fattened.
Ply Sheets — One ply "Lraerty SOS Seit"Adhering Beee/Pty Sheet" or "Ruberoid SA Sase/Ply Sheaf" self adhered
Cap Sheet -- One ply "Liberty PR SOS Sol-Adhering FR Cao Sheet° or "Ruberoid SA Cap FR Sheet° telt adhered.
54. Deck: C -15/32 incline: 1/2
Primer: — "Fire Our applied at 1- ga41100"ft2.
:dip Sheet (Optional): — 1 ply "StormSafe" meshanicarly fastened.
Base Sheet (Optional): — One ply "Liberty MA Base Sheet", rr.ecvenIcally fastened.
Ply Sheets .- One ply "Liberty MS Self- Adhering Base/Ply Sheet" or "Rubereid SA Base/Ply Skeet" self adhered.
Caap Sheet: — One ply "Liberty FR SMS Self-Adhering FR Cap Sheet" or "Ruberroid 5A Cap PR Sheet" self adhered.
55. Deck; NC Incline: 1
Insulation (Optional): — Partite, fiber glass, potyisocyasurate, urethane or periite /polyisocyanurate composite, offset 8-In. from
joints.
Base Sheets — One or more plies Type G2 "GAfrGLAS 975 Base Sheet ", or "Tri-Ply *75 ease Sheet", ar Type G3 "GAFGLAS Mineral
Surfaced Cap Sheet", er'Tri-Pfy Mineral Surfaced Cep Sheer, hot mopped or mechanically fastened.
Ply Sheet (Optional): — One or more plies Type Gt, hot mopped In place.
Membrane: — One ply "Ruberofd Torch Smooth° or "Rubereld Mop Smooth ".
Membrane: — Ono ply "Rube akl Map FR ".
56. Veda NC
Incliner 1
Insulation IOptielnel)t — Polyisaryanurate, wood Ober, parltte, glass fiber, any tbkknees, hot mopped or mechanically fastened
Base Sheets — One or more piled Type G2 "GAFGLRS *75 Base Sheet", or "Tri-Ply 975 Base Sheer, meerhanieally fastened.
Ply Sheet a — One or more plies "Ruberotd 20 ". hot mopped in piece.
Membranes — One ply "Ruberahf 555 He t e e FR" ar "RU 'd . ° heat welded m place.
57. Decks C -15/32 Inclines 1/2
Base Sheet: — Two or more phew Type "GAFCLAS *75 Base Sheer or "Tri -Ply *75 Base Sheet°, mechanieally faMened.
Membrane: — One ply "Ruberaid SB5 Heat Weld Plus FR" ar'Rube:ord SW Heat Weld 170 FR" heat welded in place.