RF-11-1602Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 164416 Permit Number: RF -8 -11 -1602
Scheduled Inspection Date: September 19, 2011
Inspector: Bruhn, Norman
Owner: BASSIE, JACQUELINE
Job Address: 195 NW 91 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: MURPHY ROOFS
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Flat
Phone Number
Parcel Number 1131010000190
Phone: (305) 892 -1700
Building Department Comments
RE ROOF FLAT ROOF BUILT UP MODIFIED BUILT
Passed 9,V7'7
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 163951. Remove dumpster. NB
September 16, 2011
For Inspections please call: (305)762 -4949
Page 37 of 48
RE: Permit #
Miami Shores Viiiage
Building Department
INSPECTION AFFIDAVIT
(Print name and circle License Type)
License #:
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756=8972
DATE: 7 D f
licensed as a (n) Contractor / Engineer/ Architect,
FS 468 Building Inspector
, I did personally inspect the roof deck nailing and
(Date & time)
Secondary water barrier work at /Cj iA-Aw '9 i
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Based on 553.844 F.S)
Signatu
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this 0 day o
Notary Public, Sate of Florida at Large
*General, Building, Residential, or Roofing Contractors or any Individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with
permit # and address # clearly shown marked on the deck for each Inspection
Revised on 5/21/2009
11,2\11 PQAAA
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
Owner's Name (Fee Simple Titleholder) 4/'Q V4 MiehtfAID, Phone # . y SP'$ a 6
51.14 r 2011
Master Permit No.
Owner's Address of ®V W 4 / St'
City yiIA p I'M 0 "III State A.Z.
Zip
Tenant/Lessee Name Phone #
Job Address (where the work is being done) 11 �` /1) !J Q 1 ST
City Miami Shores Village County Miami -Dade
Zip
FOLIO / PARCEL #
Is Building Historically Designated YES NO
Contractor's Company Name
Contractor's Address
City c, e Sc
Qualifier Name
State Certificate or Registration No.
0-0 9(/
Zip .
Phone # ° ` cY/
'ficate of Competency No. S-03 2
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit
Type of Work: ❑Addiittiion
Describe( Work:
�1J t3 e tr " 7�3
Square / Linear Footage Of Work:
❑Alteration ❑New
NwAt
❑ Rep. • /Replac
;331/
❑ Demolition
* * * **:x****** ***** **** ** **** * * *** * * **** Fees **:x**** * *** x * *********** * *:x*****************
gfo
Submittal Fee $ Permit Fee $
Notary $ Training/Education Fee $
Scanning $ Radon $ DPBR $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $ 1 '
CCF$
Technology Fee $
Zoning $
CO /CC
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 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
f
Signature
Signature
Owner or Agent
The foregoing instrument was acknowledged before me this n The for
day of 'r, 20 L, by 4414 /i/10,04(0 , day o
who is personally known to me or who has produced "*-80-"- vho is
Contractor
strument wais ackn
,20! , by
known to me or who h
As identification and who did take an oath. as identification and wh
Sign:
Print
My Commissio9
CoIm onweafth of Massachusetts
My Commiselon Expires
Ex ". klatch 14, 2014
********* ********** k*********************** ** ********* ********************
NOTA ' PUBLIC:
Sign: /� I /;
MI/ ✓'
Print: /
e an oath.
My Commis&
cam
APPLICATION APPROVED BY: % ?�
(Revised 07/10/07)
Plans Examiner
Engineer
Zoning
NOTICE OF COMMENCEMENT
A RECORDED COPY M & BE POSTED ON THE 10B SITE AT TIME OF FIRST NEFECTIZN
PERMIT-NO. TAX FOLIO NO.
STATE OF FLORIDA
COUNTY OF MIAMI- DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1. Legal description of pro
rty an street /address:
1J
111111111111111111111111111111111111111111111
CFN 201180575835
OR 8k '278116 Ps 6529; Ups )
RECORDED 08/2? 2011 10:37 :43
HARVEY RUV'IH, CLERK OF COURT
MIACII -FADE COUNTY? FLORIDA
LAST PAGE
2. Description of improvement:
3. Owner(s) name and add
Interest iri property:
Name and address of fee simple titleholder:
4. Contractor's name and address:
5. Surety: (Payment bond required by owner from contractor,
Name and address:
Amount of bond $
6. Lender's name and address:
OA-
if any) GQ-
t HEREBY CERTIFY that this is a true Copy o i e
urlgir�( fd rAn fk�sHOi;eon day et
Fl(� it s� ,f! , A ;,fir
WITNESS my hand • , • ' ial Seat.
HARVEY ' cam i n and Cow, Courts
__ %.
�i trii►a�i
r
'ments may be served as
7. Persons within the state of Florida designated by Owner upon whom notices o
provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expiration date of this Notice of Commencement: (the expiration
date is 1 year from the date of recording unless a
different date ecified)
Signature &1` Owner
Print Owner's Name 44v'/9
Sworn to and subscribed before me this! ! day of
Public
otary's Name
My commission expires:
11301 -39 8/04 PAGES
Prepared by
Address: *!v c •� - �'S .) n 40-0
JAMES J. HUSSON -COTE
Notary Public
Common wealth of Massachusetts
My Commission Expires
March 14, 2014
PERMIT #: — (0Z.
IVilami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RECEIPT
DATE: f l
Contractor
❑ Owner
❑ Architect
Picked up 2 sets of plans and (other)
Address: 1. ' S
Sfc."C C,czcU.¢sk -nor �
From the building department on this date in order to have corrections done to plans
And /or get County stamps. I understand that the plans need to be brought back to Miami
Shores Village Building Department to continue permitting process.
Acknowledged by:
PERMIT CLERK INITIAL:
RESUBMITTED DATE:
1I
PERMIT CLERK INITIAL:
Permit No: 11 -1602
Job Name:
August 31, 2011.
Miami Shores Vivage
Building Department
Building Critique Sheet
1) Provide a complete product approval.
2) Provide a fire directory listing page.
3) Provide calculations per limitation #7 and RAS 117.
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Page 1 of 1
Plan review is not complete, when all items above are corrected, we will do a complete plan
review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and
include one set of voided sheets in the re- submittal drawings.
Norman Bruhn CBO
305 - 795 -2204
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: 4471/0 "l '' mNo
Date:
Property Address: /41 '5— AvL/ q , 1T' 644/ Am/ s v p/l
Roofing Permit Number:
Dear Building Official:
1 ,,vii /4/ID Aevv certify that I am not required to retrofit the roof to wall connections of my
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.
o 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)
Signature
4.vv.,4 ,te /swd
Print Name
/ph.. c ,
Cnimrnf D de i%noel .Q
The undersigned, being the first duly swam, deposes and says that he/
Sworn to and subscribed before me this 1 day of
Notary Public,
he is the owner for the above property mentioned.
t.
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the bu
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/21/2009
a 1994
, 01)— t
Miami Shores Village
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition
High- Velocity Hurricane Zone Uniform Penult Applio
Master Permit No n
Contractor's Name ,(y\ ^ 1 Q' ' \ -s
Job Address ) YYC__ / J ,1�t,,J v q
APPROVED
ZONING DEPT
P C A
.j
EPT
BY
DATE
SpctiOn A�C,anaral Informati SUBJECT TO COMPLIANCE WITH ALL FEDERAL
STTATE AND COUNTY RULES AND REGULATIONS
Process No.
❑ Mechanically Fastened Tile 0 Mortar /Adhesive Set Tile
sphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes
Shingles
❑ Prescriptive BUR -RAS 160
ROOF TYPE
❑ New Roof Lg7 Reroofin g ❑ Recovering
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF)
9
Steep Sloped Roof Area (SF)
Section B (Roof plan)
❑ Repair ❑ Maintenance
Total (SF)
�4` D ilJ
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of
parapets.
a
FLORIDA BUILDING CODE — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section C (Low Slope Application) Surfacing:
Fill in specific roof assembly components
and Identify manufacturer Fastener Spacing for Anc, or/Base Sheet Attachment:
(If a component is not use .identify, s "NA ")
V' Field: " oc La #
System Manufacturer.
Perimeter " , c (»
Product Approval No.: i
i,Comer: oc ,) !' ap
Design Wind Pres ures, From RAS 128 or Calculations:
Number of Fasteners Per Insulation Board:
�) � f PmaxT �.r. C P 3• (�:�
ws "oc
IRows @ " oc
Rows @ " oc
Pmax1: G max .
�/i=ield Perimeter)
Max. Design Pressure, from the specific Product 9 Approval system:
Deck:
Type:
Gauge/Thicknes
Slope: 2
Anchor/Base Sheet & No. of PIy(s):
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer.
/`z—
P
Base Insulation Size and Thickness: 94(—i L--
Base Insulagtionv Fastener/Bonding Material:
Top Insulation Layer:
Top Insulation Size and Thickness: 5
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of PIy(s): poi, 506
Base Sheet Fastener/Bonding Material:
Ply Sheet(s) & No. of PIy(s): -_
Ply Sheet Fastener /Bonding Material:
Top Ply: Ptr-
Top Pty Fastener/Bonding Material:
FLORIDA BUILDING CODE — BUILDING
Comer 1
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
MM I� D
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
NOTICE OF ACCEPTANCE (NOAH
Polyglass USA, Inc.
150 Lyon Drive
Fernley, NV 89408
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 Miami -Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) 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: Polyglass Self - Adhered Roof System over 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- 0822.10 and consists of pages 1 through 20.
The submitted documentation was'reviewed by Jorge L. Acebo.
M I'DADE C • UNTY
APPROVED
NOA No.: 08- 0226.06
Expiration Date: 10/11/12
Approval Date: 01/28/09
Page 1 of 20
ROOFING ASSEMBLY APPROVAL
Category:
Sub - Category:
Materials
Deck Type:
Maximum Design Pressure
Roofing
Modified Bitumen
SBS/APP/TPO
Wood
-112.5 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test
Product Dimensions Specification
Elastobase 65' 2" x 3' 3 -3/8" ASTM D 4601
Elastobase P 5' 2" x 3' 3 -3/8" ASTM D6164
Elastoflex SA V 32' 6" x 3' 3 -3/8" ASTM D 6163
Vent
Elastoflex SA V 32' 6" x 3' 3 -3/8" ASTM D 6163
FR
Elastoflex SA V 32' 6" x 3' 33/$" ASTM D 6163
EIastoflex SA P 32' 6" x 3' 3 -3/8" ASTM D 6164
FR
Elastoflex SA P 32' 6" x 3' 3 -3/8" ASTM D 6164
Polyflex SA P 32' 6" x 3' 3-34" " ASTM D 6222
Polyflex SA P FR 32' 6" x 3' 334" ASTM D 6222
Polyfresko SBS
SAP
Polyfresko SBS
SAP FR
Polyfresko APP
SAP
32' 6" x 3' 3 -3/8" ASTM D 6164
32' 6" x 3' 3 -3/8" ASTM D 6164
32' 6" x 3' 33/8" ASTM D 6222
Product
Description
SBS modified asphalt coated fiberglass
reinforced base sheet.
SBS modified asphalt coated polyester
reinforced base sheet.
Partially self-adhered, fiberglass reinforced,
SBS modified bitumen membrane with a self-
adhering back face and a smooth top surface.
Self- adhered, fiberglass reinforced, SBS
modified bitumen membrane with a self -
adhering back face and a smooth top surface.
Self- adhered, fiberglass reinforced, SBS
modified bitumen membrane with a self-
adhering back face and a smooth top surface.
Self - adhered, polyester reinforced, SBS
modified bitumen membrane with a self -
adhering back face and a granule top surface.
Self - adhered, fiberglass reinforced, SBS
modified bitumen membrane with a self -
adhering back face and a granule top surface.
Self-adhered, polyester reinforced, APP
modified bitumen membrane with a self -
adhering back face and a granule top surface.
Self-adhered, polyester reinforced, APP
modified bitumen membrane with a self -
adhering back face and a granule top surface.
Self-adhered, fiberglass reinforced, SBS
modified bitumen membrane with a self -
adhering back face and a granule top surface.
Self - adhered, polyester reinforced, SBS
modified bitumen membrane with a self -
adhering back face and a granule top surface.
Self - adhered, polyester reinforced, APP
modified bitumen membrane with a self -
adhering back face and a granule top surface.
NOA No.: 084226.06
Expiration Date: 10/11/12
Approval Date: 01/28/09
Page 2 of 20
Product
Polyfresko APP
SAP FR
PolyKool
PolyBianko
Cold Process
Adhesive
PG 100 Asphalt
Primer
PG350 Mod Bit
Adhesive
PG400 Plastic
Roof Cement
PG425 Wet/Dry
Roof Cement
PG450 Flashing
Cement
PG500 MB
Flashing Cement
Polyplus 35
Premium Mod Bit
Adhesive
Polyplus 45
Premium Flashing
Cement
PoIyplus 50
Premium MB
Flashing Cement
Polyplus 55
Premium Modified
Flashing Cement
APPROVED
Dimensions
32'6"x3'334
32' 10" x 3' 3-34"
Test
Specification
ASTM D 6222
ASTM D6222
Type I
32' 10" x 3' 3-34" ASTM D6222
Type I
1, 3, 5, 50, 55 gal.
or tube
1, 3, 5, 50, 55 gal,
tube or 17 oz.
spray can
1, 3, 5, 50, 55 gal.
or tube
1, 3, 5, 50, 55 gal.
• or tube
1, 3, 5, 50, 55 gal,
or tube
1, 3, 5, 50, 55 gal.
or tube
1, 3, 5, 50, 55 gal.
or tube
1, 3, 5, 50, 55 gal.
or tube
1, 3, 5, 50, 55 gal.
or tube
1, 3, 5, 50, 55 gal.
or tube
1, 3, 5, 50, 55 gal.
or tube
ASTM D3019
'Type III
ASTM D41
ASTM D3019
Type III
ASTM D4586
ASTM D3409
ASTM D4586
ASTM D3409
ASTM D4586
ASTM D4586
ASTM D3019
Type I11
ASTM D4586
ASTM D4586
ASTM D4586
Product
Description
Self - adhered, polyester reinforced, APP
modified bitumen membrane with a self -
adhering back face and a granule top surface.
Self - adhered, polyester reinforced, APP
modified bitumen membrane with a self -
adhering back face and a white film laminate on
the top surface.
Self- adhered, polyester reinforced, APP
modified bitumen membrane with a self -
adhering back face and a white film laminate on
the top surface.
A fibered cold process adhesive for use with
roll or BUR roofmg.
A penetrating solution of solvent and a blend of
selected asphalts used to promote adhesion.
A fibered rubberized adhesive designed for use
with modified bitumen membranes.
A thick, fibered, rubberized flashing cement for
use in dry or damp conditions.
A thick, fibered, rubberized flashing cement for
use in dry or damp conditions.
A thick, fibered, rubberized flashing cement.
A thick, fibered, rubberized flashing cement for
use with modified bitumen membranes.
A fibered rubberized adhesive designed for use
with modified bitumen membranes.
A thick, fibered, rubberized flashing cement.
A thick, fibered, rubberized flashing cement for
use with modified bitumen membranes.
A mastic compound for use as a roof flashing
adhesive.
NOA No.: 08- 0226,06
Expiration Date: 10/11/12
Approval Date: 01/28/09
Page 3 of 20
APPROVED INSULATIONS:
Product Name
Polytherm, POLYTHERM Al
Polytherm Composite
ACFoam lI
ACFoam III
High Density Wood Fiberboard
Perlite Insulation
Type X Gypsum
Dens -Deck, Dens -Deck Prime
H- Shield
H- Shield CG
ENRGY -3, JM ISO 3
Fesco Board
Multi -Max, Multi -Max FA
Securock
APPROVED FASTENERS:
Fastener Product
Number Name
1. Dekfast Fasteners #12,
#14 & #15
2. Dekfast Hex Plate
3. Dekfast Lock Plate
4. #12 & #14 Roofgrip
5, Metal Plate
6. Plastic Plate
7. Insul -Fixx HD Fastener
TABLE 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate / perlite composite
insulation.
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Wood fiber insulation board
Perlite insulation board
Fire resistant rated gypsum.
Gypsum insulation board
Polyisocyanurate foam insulation
Polyisocyanurate/perlite composite
insulation
Polyisocyanurate foam insulation
Expanded mineral fiber
Polyisocyanurate foam insulation
Fiber reinforced coverboard
TABLE 3
Product
Description
Insulation fastener for
wood, steel and concrete
decks
Galvalume hex stress plate.
Manufacturer
(With Current NOA)
Polyglass USA, Inc.
Polyglass USA, Inc.
Atlas Energy Products
Atlas Energy Products
Generic
Generic
Generic
Georgia- Pacific
Hunter Panels, LLC
Hunter Panels, LLC
Johns Manville Corp.
Johns Manville Corp.
RMax, Inc.
USG
Manufacturer
Dimensions ('With Current NOA)
2'I " x
3 'A"
Polypropylene locking 3" x 3'A"
plate.
Insulation and membrane Various
fastener
Galvalume AZ50 stress 3" square
plate
Polyethylene stress' plate 3.2" round
Insulation fastener for steel Various
and wood decks
SFS Intec
SFS Intec
SFS Inter
OMG
OMG
OMG
SFS Inter
NOA No.: 08- 0226.06
Expiration Date: 10/11/12
Approval Date: 01/28/09
Page 4 of 20
APPROVED FASTENERS:
Fastener
Number
Product
Name
• 8. Insul -Fixx S
9. Insul -Fixx P
10. Tru -Fast HD
11. Tru -Fast Plates
12. Tru -Fast Plates
APPROVED SURFACING:
Product
Name
PG200 Non - Fibered
Roof Coating
PG300 Fibered Roof
Coating
PG600 Non - Fibered
Aluminum Roof
Coating
PG650 Fibered
Aluminum Roof
Coating
P0700 White Reflective
Roof Coating
PG800 Non - Fibered
Asphalt Emulsion Roof
Coating
TABLE 3
Product
Description
Galvalume AZ55 stress
plate
Polyethylene stress plate
Insulation fastener for steel
and wood decks
Galvalume AZ55 steel plate
Polyethylene plastic plate
TABLE 4
Dimensions
3" round
3" round
3" round
3" round
Product Application
Description Rate
A non fibered asphaltic coating 11/2-2 gal/sq
used to add life and rejuvenate
existing BUR roofing substrates.
An asphalt cutback fibered roof 11/2-2 gal /sq
coating. May be applied by brush
or spray equipment to rejuvenate
aged BUR
Non - fibered aluminum roof
coating.
Fibered aluminum roof coating.
A premium white elastomeric
acrylic based roof coating (water -
based). A polyester fabric may be
used for reinforcement with this
coating.
An asphalt base, un- fibered clay
emulsion
P0850 Fibered Asphalt An asphalt base, fibered clay
Emulsion Roof Coating emulsion
Polyplus 65 Premium Fibered aluminum roof coating.
Fibered Aluminum Roof
Coating
Manufacturer
(With Current NOA)
SFS Intec
SFS Intec
The Tru -Fast Corp.
The Tru -Fast Corp.
The Tru -Fast Corp.
Specification Manufacturer
TAS 140 Polyglass
USA, Inc.
ASTM D4479
'12-1 gal/sq ASTM D2824
Type I .
11/2-2 gal/sq ASTM D2824
Type III
1 -11/2 gal /sq ASTM D6083
3 gal/sq in
two coats
3 gal/sq in
two coats
11/2-2 gal/sq
Polyglass
USA, Inc.
Polyglass
USA, Inc.
Polyglass
USA, Inc.
Polyglass
USA, Inc.
ASTM D1227 Polyglass
USA, Inc.
ASTM D1227 Polyglass
USA, Inc.
ASTM D2824 Polyglass
Type III USA, Inc.
NOA No.: 08- 0226.06
Expiration Date: 10/11/12
Approval Date: 01/28/09
Page 5 of 20
APPROVED SURFACING:
Product
Name
Polyp[us 60 Premium
Non - Fibered Aluminum
Roof Coating
Polybrite 70 White
Elastomeric Roof
Coating
Mule -Hide 111 Non -
Fibrated Roof Coating
Mule -Hide 102 Fibrated
Roof Coating
Mule -Hide 416 Standard
Non - Fibrated Aluminum
Roof Coating
TABLE 4
Product
Description
Non - fibered aluminum roof
coating.
A premium white elastomeric
acrylic based roof coating (water -
based). A polyester fabric may be
used for reinforcement with this
coating.
Anon- fibrated asphaltic coating
used to add life and rejuvenate
existing BUR roofing substrates.
An asphalt cutback fibered roof
coating. May be applied by brush
or spray equipment to rejuvenate
aged BUR
Non - fibrated aluminum roof
coating.
Mule -Hide 406 Standard Fibrated aluminum roof coating.
Fibrated Aluminum
Roof Coating
Mule -Hide 401
Premium Fibrated
Aluminum Roof
Coating
Mule -Hide 410
Premium Non- Fibrated
Aluminum Roof
Coating
Mule -Hide 311
Emulsion Non - Fibrated
Mule -Hide 301
Emulsion Fibrated
Gravel
Slag
Fibrated aluminum roof coating.
Non- fibrated aluminum roof
coating.
An asphalt base, un- fibered clay
emulsion
An asphalt base, fibered clay
emulsion
To be installed in a flood coat of
approved asphalt at 60 lbs/sq
To be installed in a flood coat of
approved asphalt at 60 lbs /sq
Application Specification Manufacturer
Rate
1/2-1 gal/sq ASTM D2824 Polyglass
Type I USA, Inc.
1 -11/2 gal/sq ASTM D6083 Polyglass
USA, Inc.
1'/2 -2 gal/sq
11/2-2 gal/sq
TAS 140 Mule -Hide
Products
Co., Inc.
ASTM D4479 Mule -Hide
Products
Co., Inc.
1/2-1 gal/sq ASTM D2824
Type I
11/2-2 gal /sq ASTM D2824
Type III
11/2-2 gal /sq ASTM D2824
Type III
Mule -Hide
Products
Co., Inc.
Mule -Hide
Products
Co., Inc.
Mule -Hide
Products
Co., Inc.
1/2-1 gal/sq ASTM D2824 Mule -Hide
Type I Products
Co., Inc.
3 gal/sq in
two coats
3 gal /sq in
two coats
400 lbs/sq
300 lbs/sq
ASTM D1227
ASTM D1227
N/A
N/A
Mule -Hide
Products
Co., Inc.
Mule -Hide
Products
Co., Inc.
Generic
Generic
NOA No.: 08- 0226.06
Expiration Date: 10/11/12
Approval Date: 01/28/09
Page 6 of 20
EVIDENCE SUBMITTED:
Test Anne*. Test Name/Report Report No. Date
Factory Mutual Research 4470 J.I. 3001334 02.15.00
Corporation 4470 J.I. 3000857 01.12.00
4470 .1.1. 3004091 01.12 :00
Underwriters Laboratory TAS 114 00NK20869 06.08.00
Trinity 1 ERD TAS 114 11751.05.03 05.30.03
TAS 114 11758.08.03 08.11.03
TAS 114 P1738.02.07 02.05.07
TAS 117(B) -ASTM D903 020841.06.04 06.02.04
TAS 114 11757.12.00 -1 12.01.00
TAS 114 11757.04.01 -1 04.27.01
TAS 114 -J P9260.03.08 03.21.08
TAS 114 4 P7860SC.11:08 1130.07
TAS 117(B)- -ASTM D6862 C8500SC.11.07 11.30.07
ASTM D6164 /ASTM D6222 P10490.08.08 08.13.08
ASTM D6164 / ASTM D6222 P10490.10.08 -R1 10.03.08
ASTM D6222 P7400.03.08 -R1 04.04.08
TAS 114(D) — ASTM D1876 P10070.10.08 10.09.08
ASTM D6222 P10490.10.08 -2 1030,08
PRI Asphalt Technologies ASTM D6222 PUSA - 061 -02 -02 01.28.08
ASTM D6222 PUSA- 062 -02 -02 12.04.08
ASTM D6163. PUSA- 064 -02-02 02.27.08
_a WADE ! UNTY
APPROVED
NOA No.: 08- 0226.06
Expiration Date: 10/11/12
Approval Date: 01/28/09
Page 7 of 20
Deck Type 1I:
Deck Description:
System Type C(1):
Wood, Insulated
19/32" or greater plywood or wood plank, fastened with wood screws at 6" o.c.
All layers of insulation are mechanically attached to roof deck. Membrane is
subsequently adhered to insulation.
All General and System Limitations apply.
One or more of the following
Insulation Layer
ENRGY -3, H- Shield or Polytherm
Minimum 1.5" thick
Insulation Fasteners
(Table 3)
1,7 or 10
Note: All layers of insulation shall be mechanically attached using the faste
above. The insulation panels listed are minimum sizes and dimensions; if larger
the number of fasteners shall be increased maintaining the same fastener density.
Roofing Application Standard RAS 117 for insulation attachment.
Fastener
Density /ft2
1:133 fts
er density listed
anels are used,
ease ref o
Base Sheet:
Membrane:
Surfacing:
Maximum Design
Pressure:
One or more plies. of Elastoflex SA V or Elastoflex SA V FR self - adhered.
. One ply of Polyfresko SBS SAP, Polyfresko SBS SAP FR, Polyfresko APP SAP,
Polyfresko APP SAP FR, Elastoflex SA P, Elastoflex SA P FR, Polyflex SA P,
PolyBianko, PolyKool or Polyflex SA P FR ..self adhered.
(Optional) Install one of the approved surfacing products liste
obtain desired coating or required fire classification.
�-8 psf; (See General limitation #7.)
NOA No.: 08- 0226.06
Expiration Date: 10/11/12
Approval Date: 01/28/09
Page 12 of 20
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor
sheet.
2. Minimum ''A" Dens DeckTM 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 20-40 lbs. /sq., or mechanically attached using the
fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,
panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam
insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be
applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8"
ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous
area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in
each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of
12lbs.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 Ibf. 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.
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 with Roofing Application Standard RAS 1 I 1 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
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 19 of 19
• TGFU.R14571 - Roofing Systems Page 4 of 8
15. Deck: NC
Incline: 1/2
Insulation (Optional): — Polyisocyanurate, perlite, glass fiber or wood fiberboard, any thickness.
Base Sheet: — On ply Type G2, hot mopped or mechanically fastened or "ELASTOBASE ", heat fused, hot mopped or mechanically
fastened.
Membrane: — " ELASTOFLEX S6 G FR ", " POLYFRESKO MOP FR" or "ELASTOSHIELD TS G FR" hot mopped or heat fused.
16. Deck: C -15/32
Incline: 1/2
Base Sheet: — One ply Type G2 or "ELASTOBASE ", mechanically fastened.
Ply Sheet — One ply Type G2 (hot mopped or mechanically fastened) or "ELASTOBASE" (hot mopped, heat fused or mechanically
fastened).
Insulation (Optional): — Polyisocyanurate, perlite, glass fiber, any thickness.
Membrane: — " ELASTOFLEX S6 G FR ", " POLYFRESKO MOP FR" or, ELASTOSHIELD TS G FR " hot mopped or heat fused.
17. Deck: C -15/32 Incline: 1/2
Insulation: — Polyisocyanurate (2 in. min), glass fiber (15/16 in. min), perlite / poiyisocyanurate composite, perlite /urethane composite (2
in. min).
Base Sheet: — One or more layers "POLYFLEX" (heat fused or mechanically fastened), "ELASTOBASE ", " ELASTOFLEX V ", " ELASTOFLEX V-
C" (hot mopped or heat fused) or Type G2 base sheet (hot mopped or mechanically fastened).
Ply Sheet (Optional): — One or more layers "POLYFLEX" (heat fused), "ELASTOBASE ", " ELASTOFLEX V ", " ELASTOFLEX V -C" (hot mopped
or heat fused) or Type G2 base sheet (hot mopped or mechanically fastened).
Membrane: — "DUFLEX G FR ", " POLYFRESKO TORCH FR" or "POLYFLEX G FR" (modified bitumen), heat fused.
18. Deck: C -15/32 Incline: 1/2
Insulation: Polyisocyanurate (2 in. min), glass fiber (15/16 in. min), perlite / polyisocyanurate composite, perlite /urethane composite (2
in. min).
Base Sheet: — One or more layers "POLYFLEX" (heat fused or mechanically fastened), "ELASTOBASE ", " ELASTOFLEX V" or Type G2 base
sheet (hot mopped or mechanically fastened).
Ply Sheet (Optional): — One or more layers "POLYFLEX" (heat fused), "ELASTOBASE ", " ELASTOFLEX V ", " ELASTOFLEX V -C" or Type G2
base sheet (hot mopped or mechanically fastened).
Membrane: — " ELASTOFLEX S6 G ", " ELASTOFLEX S6 G -C" or "POLYFRESKO MOP" (modified bitumen), hot mopped.
19. Deck: C -15/32 Incline: 1
Insulation: — 1/4 in. thick G -P Gypsum DensDeck ®, perlite, wood fiber or glass fiber, 1 in., mechanically fastened.
Ply Sheet — Type G2, mechanically fastened.
Membrane: — "POLYFLEX ", heat welded.
Surfacing: — Monsey Products "Endure Aluminum Roof Coating ", "Weather Check" or "Pro-Grade Aluminum Roof Coating ", 1.5 gal /sq; or
Brewer "Fortress 5001 Asphalt Emulsion ", applied at 4 gal. /sq., followed by "PolyPlus 60 ", applied at 44-1 gal. /sq..
20. Deck: C -15/32 Incline: 2 -1/2
Barrier Board: — 1/4 in. (min) G -P Gypsum DensDeck® with all joints staggered 6 in. from the plywood joints.
Base Sheet: — Type G2, mechanically fastened.
Membrane: — " POLYFLEX G FR" or "POLYFRESKO TORCH FR ", heat fused in place.
21. Deck: C -15/32 Incline: 2
Insulation (Optional): — Polyisocyanurate, perlite, wood fiber or polyisocyanurate /perlite board, any thickness.
Barrier Board: — 1/4 in. (min) G -P Gypsum DensDeck ®, mechanically fastened with all joints staggered 6 in. from the plywood joints.
Base Sheet: — " ELASTOBASE" (poly /sand), mechanically fastened or "ELASTOFLEX SA V PLUS FR "or "ELASTOFLEX SA V FR BASE
VENT" (self adhered).
Ply Sheet (Optional): — " ELASTOFLEX SA V PLUS FR" or "ELASTOFLEX SA V FR BASE VENT ", (self adhered).
Membrane: — " POLYFLEX SA P FR ", " POLYFRESKO APP SA P FR ", " ELASTOFLEX SA P FR ", " POLYFRESKO SBS SA P FR ", " ELASTOFLEX SA V
FR HT", (self adhered) or "POLYFLEX G FR ", " POLYFRESKO TORCH FR ", "DUFLEX G FR ", " ELASTOFLEX S6 G FR ", " POLYFRESKO MOP FR ",
" ELASTOSHIELD TS G FR ", heat fused.
22. Deck: C -15/32 Incline: 1/2
Insulation (Optional): — Polyisocyanurate 1.5 in. (min.) with all joints staggered 6 -in. (min.) from the plywood joints.
Base Sheet: — Type G2, mechanically fastened followed by "ELASTOBASE ", mechanically fastened.
Ply Sheet (Optional): — " ELASTOFLEX SA V PLUS FR" or "ELASTOFLEX SA V PR BASE VENT", (self adhered).
Membrane: — " POLYFLEX SA P FR ", " POLYFRESKO APP SA P FR ", " ELASTOFLEX SA P FR ", " POLYFRESKO SBS SA P FR ", or "DUFLEX G FR ",
"POLYFLEX G FR ", " ELASTOFLEX S6 G FR ", " POLYFRESKO MOP FR ", " ELASTOSHIELD TS G FR ", heat fused.
23. Deck: NC Incline: 2
http: // database. ul. com /cgi- bin/XYV /template /LISEXT/ 1 FRAME /showpage.html ?name =T... 8/30/2011
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 govem the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner ant the
contractor. The owner's initial in the designated space indicates that the item has been explained.
1. �J/' 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. / 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. 4` 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. 4 j Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the
appearance.
5. 4 / Ponding water: The current roof system and /or deck of the building may not drain well and may
cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural
distress and may require the review of a professional structural engineer. Pounding may shorten the life
expectancy and performance of the new roofing system. Pounding conditions may not be evident until the
original roofing system is removed. Pounding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the requirements of Sections R4402, R4403 and R4413.
7. .� Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in ding the service life of the
roof.
?tit -7/11
Owner/Agents Signature Date Contactor nature Date
Revised on 719/2009 LD
►l