RF-08-1334Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: 08/11/2008
Inspector: Grande, Claudio
Owner: JOHNSON, STEVEN
Job Address: 145 95 Street NE
Miami Shores Village, FL 33138-
Project: <NONE>
Block:
Contractor: A STAR CONTRACTORS INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Roof - New
Phone Number
Parcel Number 1132060132740
Lot:
Phone: 954 - 922 -5990
Building Department Comments
re -roof flat roof
0
ii/
17
Passed
/
Inspector Comments
AS PER HOLD HARMLESS LETTER SUBMITTED BY CONTRACTOR.
8/11/08 CG
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid .
until
Monday, August 11, 2008
Page 2 of 2
Mated Vow fear
'e efta iie ee
10050 NE 2nd Ave
Miami Shores, Fl 33138
Phone 305-795-2204; Fax 305-756-8972
www.miamishoresvillage.com
HOLD HARMLESS
08 -13.
DATE: 0 ( l Ce
PROPERTY LOCATED AT: / '/ 5 A) 96 3t ' . AA 1 A L&C,t, 5 -5 53/3
As 404■
...) (C` (o5 .7-7 54a license contractor of subject property,
Permit number 1 1. ZO ( 0 1 3 2-74
Issued to 4 SZ,e.KZ- CO Av—l/LA -t- . 1 '.?-LC
agree to hold Miami Shores Village, its agents and authorized personnel harmless and relieve them from
any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee)
resulting from missed inspection of the above mention permit. I furthermore assume responsibility for the
correction, if required, of work performed under the above permit.
Type of inspection missed ,t/ rizeres. 'peak ec 4 S LA./ Le p
G
Ylctr k l C I4Vle- ' `t°°
(Prime Contractor - qualifier) (Print Name)
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 S day of
Notary Public, Sate of Florida at Large
SYLVIAM. ROGERS
a Notary Public - State of Florida
t„ ,°
�' Na , P Arty C°mmlasTen �P� Jun 30, 2009
��� P °; Commission # DD 446866
"'''" �" "• Bonded By National Notary Assn. 1"
Pl ogeN AB PpPuoB
x6577 QQ # u0lssnuwoJ ,i
'OE unfldxa u oilurwoO
w• t •z
ePPold to a3e1S or
Sti39OJ WAS
07/22/2008 12:48 FAX
[Space Above This Line For Recording Data]
Warranty Deed
(Statutory Form - FS 689.02)
zs-
j�LJ 002
This Indenture, Made this hj/day of June, 2008, between Steven J. Johnson and Linda M. Johnson, husband
and wife, First Party, to Alexandre Maxitniano and Marianna ilynson, husband and wife, Second Party, whose post office address is
145 NE 95 Street, Miami, FL 33138. •
successors and herein, the terms "First Party" and "Second Party° shall include singular and plural, heirs, legal representatives, and assigns of individuals, and the
assigns of corporations, wherever the context so admits or requires.)
Witnesseth: That said First Party, for and in consideration of the sum of $10.00 and other good valuable consideration
receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Second
Party, III that certain land situated in Miami -Dade County, Florida,•to wit:
The East 1/2 Lot 19, all of Lots 20, 21 and 22, and the West 10 feet of Lot 23, Block 20, AMENDED PLAT OF
MIAMI SHORES SECTION ONE, according to the map or plat thereof, as recorded in Plat Book 10, Page 70,
of the Public Records of Miami -Dade County, Florida.
• a/Wa 145•NE 95 Street, Miami, FL 33138
(For Information Only: Property Appraiser's Parcel Identification Number is 11 -3206- 013 -2740)
Subject to: Conditions, restrictions, reservations, limitations and easements of records, if any (provided, however, that this reference shall
not operate to reimpose the same), applicable zoning regulations and taxes for the current and subsequent years.
Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining.
And the First Party hereby covenants with said Second Party that the First Party is lawfully seized of said land in fee simple;
that the First Party has good right and lawful authority to sell and convey said land; that the First Party hereby fully warrants the title to
said land and will defend the saute against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances.
In Witness Whereof, the said First Party has signed and sealed these presents the day and year first above written.
Signed, sealed and delivered in the presence of:
Witness
Pru}t 'mess D
W�tt1Qs
C/L
RIP! BSS
Print Witness Name
STATE OF FLORIDA
COUNTY OF MIAMI -BADE
) SS
Steven J. Jo on
Addre s: 920213eauclerc
J• some I
inda M. Johnson
Address: 9202 Beauclerc Circle W.
Jacksonville, FL 32257
The foregoing instntn-rent was acknowledged before me this day of June, 2008, by Steven J. Johnson and Linda M.
Johnson, husband and wife, who are personally known to role and/or p j duced as identification.
•
No 3C ublic -„State of Florida
G / t� Gs/ i1-t t9r►
Print Name —
Notary Public State of Florida
Etieen Sammons
j My Commission 00397159
of lucr Expires 02/1612009
0 :17urbao1Wa9001 Common Fflco Cta,b,3 F10:01i0001TurboCl0efn6oOWu3i61 .63- 5»Marlatleadakkl8010 Vrlambted DocamenalwvARNiv.00.wed
BUILDING
Miami Shores Village
Building Department
JUL 1 2308 14
BY:
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Permit No. ifo- 1534
PERMIT APPLICATION
FBC 2001
Permit Type (circle): Building Electrical
Owner's Name (Fee Simple Titleholder) , 4 4X 11 d -e AX /119, A c1 P Phone # 30,r-3/9
Master Permit No.
Plumbing Mechanical
Owner's Address Z .� /V 9/ s# Sliree�`'
City f-/ r.a 141 i .S0 re State /C70 /° i SA
Tenant/Lessee Name
zip 33/33
Phone #
Job Address (where the work is being done) /Vs— if 93-4.-- S
City Miami Shores Village County 'ami Dade
Is Building Historically 'Designated YES
Contractor's Company Name iQ—J V _ n
Contractor'sddress
City 46 / , £
Qualifier
NO
6/' State
Phone #
Zip
q y 7 s. ivgL
Zip
Architect/Engineer's Naine (if applicable) Phone #
$ Value of Work For this Permit 30 J
Type of Work: ['Addition ['Alteration
Describe Work: p%)
❑New
Square Footage Of Work: 0
Repair/Replace ° ❑ Demolition
Submittal Fee $ Permit Fee $
Notary $ Training/Education Fee $
sou
CCF $ CO /CC
Technology Fee $
Scanning $ Radon $ Zoning Bond $
Code Enforcement $ Structural Plan Review. $
Total Fee Now Due S
(Continued on opposite 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 FT.RCTRICAL 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 comment;, must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is .issued In the afjnce `'of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
Owner or Agent
The foregoing instrument was acknowledged before me this
of , 20::6, by vimig`2�
who is personally known to me or who has produced j)L�
As identification and who did take an oath.
NOTARY PUBL - :
Sign:
Print:
My Commission
nes:
My cnmm. apires Apr. 7, 2012
Signature
Contractor
The foregoing instrument was acknowledged before me this ')
day of AS , 20 0
who is personall kno ' o me or who has produced
by 1t/ C ) - (�,1, 2u� -Rog
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: SI m
My Comis ion E ices•
(Certificate of Competency Holder)
SYLVIA M. ROGERS
Notary Public - State of Florida
kiVothrnission Expires Jun 30, 2009
Bonded By National Notary Assn.
- --
State Certificate or Registration No. Certificate of Competency No.
********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED BY:
Chc 12/15103
2�* * * * * * ** **** 1c*** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Plans Examiner
Engineer
Zoning
3UILDING DEPARTMENT
NOTICE OF COMMENCEMENT
Please file at 22 N.W. 1ST Street, Miami
PERMIT NUMBER:
FOLIO NUMBER:
State of Florida
County of Miami-Dade
1111111 II11I111 #1 11-111 1111111111 H11i 11111111
CFN 2OO8RO6O3359
OR Bk 264'1 Ps 36631; l.1Rsi
RECORDED 07/23/2008 11 :33 :50
HARVEY RUVI H v CLERK OF COURT
MIAMI -DADE COUNTY, FLORIDA
LAST PAGE
The undersigned hereby gives notice that improvements will made to certain real property. and in accordance with
Chapter 713.23, Florida Statutes, the following in provided in this Notice of Commencement.
Street address /Yr me' il'and Legal description of property
Description of improvement:
-e Pia
Ow () 4/ a'rt Ile /I'w; Rdz ® and address: Z 3 3" 2� �� S S�iP � !�'%I'GH,; SLR oses,
wner s name
Ft 33/3g
Interest in property: Ow,t e"
Name of fee simple titleholder (if other than owner): and address
Contractor's name.._fi`J x. address + , 3
Phone number: /fJ) . ! t -Q ,e/ ?L)
1 _
Amount of Surety bond: $ : (Payment bond required by owner from contractor, if any)
Surety Naine and address
Phone number:
Lender's name and address
Phone number:
Persons within the state of Florida designated by Owner, upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statues,
Name and address: and address
In addition to himself, Owner designates the following person(s) to receive a copy of a Lienor's Notice as provided in
Section 713.13(1)(b), Florida Statues,
Name and address
Phone number:
Expiration date of this Notice of Commencement: (the expiration date is one [1)
year from the date of recording unless a different date is specified)
SIGNATARA,OFcy ; 4,? l an d
Sworn to and subscribed before me on this
By ! PXG '2- 4 / Q
Notary Public
M
Print Owner's Name: () JI'x f4 19-X pt )'ewe)
Day of ,
Print Notary's Name:
Oath taken Oath not taken
Commission Ex
Personally Known, or Produced ID
Rev: 1/2003
rJv2
Prepared by: 04 U
Address: t /IP IC S r
STATE OF FLORIDA, COUNTY OF DADE
!HEREBY CERTIFY that this is a t e opy of the
onginal filed in this Office on day of
AD 2O
Official Seal.
f CKcuit and County Courts
(� • D.C.
WITN
t4AR
By
t
D11% Low Slope
❑ Asphaltic
® ' Shingles
Master Permit No.
Contractor's Name
Job Address
Munlcane zone- Untior m Permit Application Form.
Section A (Gen
ral Information
Process No.
.•. •
❑ New Roof
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑ Metal PaneUShingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
•
• • •
❑ MonaCasilitiesive Set File
❑ Wood dhingles/Shtlkbs
there,,, 6 •
Gas Vgnt St�• •
lea• No
Type: Natural Li •4 •
•
• •
•
••
•
•
•
£Re- Roofing
❑ Recovering ❑ Repair ❑ Maintenan
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
Section B (Roof Plan
Plan: illustrate all levels and sections, roof drains, ecu
overflow drains. Include dimensions of sections and
along of elevated pressure zones and location of parape
111111111111iiiiiiiiillipliiiiiiiiiiii .. pp .... .E C 'C E C�CC"C:CE C� . i c EEBE EEEE g•... ....C. Ea CiiEi�r• i!,1�'�tY>L�iiWi a
.E .. .ill ---_..ii �. •••�••Wi:a ... iii
�. �■ IIm EE•ESB:ES�..u:.. E.E..SS E~ C r
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arliti
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•
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123,01.48 5/03 PAGE
Section C
MIAMI -LAE
r,,,u' • %"y�E
Miami -Dade County Building Department Electronic Application
High Velocity Hurricane Zone Roofing Permit Application Form
Section C page (Low Slope Roof Systems)
Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box.
ROOF SYSTEM MANUFACTURER:
Product Approval (NOA):
1 tC...31)ikz
lystem Type:
Wind Uplift Pressures, From RAS 128 or Sealed Calculations:
(P1) Field:
WEI
(P2) Perimeters:
(P3) Comers:
psf
psf
psf
Maximum Design Pressure From NOA
Roof Slope:
" : 12 Roof Mean Height
psf
Parapet Walls: No 'Yes Parapet wall Height
Deck Type:
Support Spacing:
— SELECT DECK TYPE-
Alternate Deck Type:
Existing Root
Fire Barrier.
" o/c
ft.
ft.
I locl
1 e io cat
Vapor Barrier.
Anchor Sheet
Anchor Sheet Fastener / Bonding Material:
Insulation Base Layer Size & Thickness:
/xP e deck t
Insulation Base Layer Fastener / onding Material:
1 0- a rt k
Insulation Top Layer Size & Thickness:
.mod
Insulation Top 1Layer Fastener / Bonding Material:
I
Base Sheet(s) & No. of Ply(s):
Base Sheet Fastener / Bonding Material:
I
Ply Sheet(s) & No of Ply(s):
Ply Sheet Fastener / Bonding Material:
Top Ply:
14, L
Top Ply Fastening / Bonding Material:
• • •
•• •
••-
• -
••••
•••- •
•
IijerLF
Surfacing: i Wit
• •
••••
••
•
i• •
•
• •
•• ••
•• •
• • -
•• •
SINGLE PLY MEMBRANE: •
Single Ply Manufacturer / Type:
• • -
• •
•• • •• •
• • •
••••
• •
••••
Single Ply Sheet Width: a " 1/2 Sheet Width:
No. of Single Ply 1/2 sheets:
Single Ply Membrane Fastening / Bonding Material:
{ / vich, PlAsc hkc
❑ FASTENER SPACING FOR BASESHEET ATTACHMENT
❑ SINGLE PLY MEMBRANE ATTACHMENT
1. Field: Fl " o/c @ Laps &17-1 rows IC " o/c
2. Perimeter: ®" o/c @ Laps & rows ECI " o/c
3. Comer. Il " o/c @ Laps & M rows 13:LI " o/c
NUMBER OF FASTENERS PER INSULATION BOARD:
1. Field: pi 2. Perimeter: 3. Comer: 1----71
Insulation Fastener Type :
Lae fze`ie e . 44 �) 1
WOOD NAILER TYPE AND SIZE:
I
Woo Nailer Fastener Type and Spacing:
I /- /%V
EDGE & COPING METAL SIZES:
Edge Metal Material:
Edge Size:
•
.•
•
•
•
•
• •
•
•
•
•
•
— SELECT EDGE METAL MATERIAL-
ELDGE METAL II ,
Hook Strip Size: — SELECT ED TAL HOOK STRIP SIZ- 1
Edge Metal Attachment
P44
Coping Material: (--SELECT PARAPET WL ► COPING MATERIAL—
Coping Size: — SELECT COPI 1 M
— SELECT •P 1G z
Hook Strip Size:
E OR THICKNESS —
HOOK STRIP SIZE-
Parapet Coping Metal Attachment:
SECTION 1524
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of this section... The provisions of
Chapter 15 of the Florida Building Code, Building 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 and the contractor. The owner's initial in the adjacent box indicates that the
item has been explained.
1. Aesthetics Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) issues 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 Chapter 16 (High Velocity Hurricane Zones) of the
Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system).
3. Common Roofs: Common roofs are those which have no visible delineation between
neig boring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing
contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed.
4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking
can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing
nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code
provides the option of maintaining this appearance.
5. Ponding Water: The current roof system and/or deck of the building may not drain well and may
cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural
distress and may require the review of a professional structural engineer. Ponding may shorten the life
expectancy and performance of the new roofing system. Ponding conditions may not be evident until the
original roofing system is removed. Ponding conditions should be corrected.
/4/1 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge
if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the Florida Building Code, Plumbing.
•• 'l T.•Ver• tilatiQny•N4ost roof structures should have some ability to vent natural airflow through the
• interior of.tttd'structural assembly (the building itself). The existing amount of attic ventilation shall not be
• td'uced. It•may be tiernefiMial to consider additional venting which can resit in a tejding the service life of
.$6p pof. ... • • • •
7/ / OLD
:Awes/Agent Signature Date Contractor's Signature
•
. Spro.Rerty Ag •
•
•
Ft 33, 3.2:f
Process Number
... • • • ... • • •
• .• .. . • • .. .•
• • • • • • • . . •
• • • ... • . •
• • • • • • • •
... • • • • ... • •
• . . ••• •
• • • • • • • • •
• • • • • • • • • •
• • • • • • • • • • • • • • • • • • • •
• • ... • •
.. ... .. • • • ..
•
• •
• • •
•
.. 00• • • • • • ..
111(iiniin
cum HuurMN(d MATERIALS AND SYSTEMS DIRECTORY
ROOF COVERING MATERIALS (TEVT)
'ofing Systems (TGFU) — Continued
- "ACFoam
aucts "Apache PYROX ", "Apache White Line ", "Apache
le "ENRGY 2A ", "ENRGY 2G ".
FR" EPDM, 45 to 60 mils, fully adhered with one of the
:Aiding system. The membrane is adhered with "Royal
iur - 'ing adhesive, applied at 611 sq ft /gal. The membrane laps
S FW-. -th "Royal M6365" lap adhesive, applied at 75 sq ft /gal.
are caulked with "Royal 6346 ".
kr - nemical bonding system. The membrane is adhered tyith
IBu = 2375" bonding adhesive, applied at 60 sq ft /gal. The
ns are sealed with "PLIOBO \D 9053" lap adhesive at 131
r lap edges are caulked with "PLIOBOND 5533" .
Incline: 1/4
iystyrene or polyisocvanurate, any thickness.
1115-.±: Wood fiberboard, 1 in. min, or one of the followin
min: Celotex wood fiberboard, Georgia - Pacific "Sturd
- -:rt Fiberboard fiberboard.
=PDM ", 45 to 60 niil, fully adhered with Uniroyal "Royal
a•. -:•,e at 75 sq ft /gal. The membrane laps are sealed with
u 'm .= 1M6365 "adhesive at 1/2 gal/100 sq ft and the lap edges
•:h Uniroyal "Royal M6389 ".
41 - Incline: 1/2
:Iptional): Perlite or glass fiber, 15/16 in. thick min, or
-':e, 2 in. thick min, joints in insulation offset 6 in. with
or more plies "MB Base Sheet" (Type G2) or any Type
min of 23 Ibs /sq, mechanically fastened, spot or fully
'tional): "APP 160" or "APP 170" (modified bitumen),
PP 180 FR" or "RhoFlex FR" (modified bitumen), heat
III I
111
IIII
g
Incline: 1
:styrene (1 to 2.5 Ibs /cu /ft), 1 in. min.
- .35 Roofing "FR -10 ".
rraPly" (TPA), 40 -100 mil.
Incline: 1
95 +GL" or perlite, any thickness.
-;traPly" (TPA), 40-100 mil.
Incline: 1-1/2
)I( onal): Polystyrene (tapered or uniform thickness) or
rofoam LG, PD, RM, SM, TG or STYRQIB" or
-- :ckness or glass fiber, any thickness.
her (Huebert) 1 in. or "FiberTop B ". " FiberTop E ",
:^erTop S ", 1/2 in. min.
— 71v" (TPA), 40 -100 mil.
Incline: 1
Deck covered with either of the following insu-
red in place): cellular, vermiculite, perlite, gypsum
" - V, a base concrete deck may be used if all exposed
_-. 'uted.
-a Ply" (TPA), 40 -100 mil.
' Incline: 1/2
ptional): Perlite or glass fiber, 15/16 in. thick min, or
te, 2 in. thick min, joints in insulation offset 6 in. with
or more plies "MB Base Sheet" (Type G2) or any Type
Sin of 23 Ibs /sq, mechanically fastehed, spot or fully
:-tonal): "APP 160" or ".APP 170" (modified bitumen),
;PP 180 FR" (modified bitumen), heat fused.
Incline: 1/4
atlas Roofing "ACFoam Ii ", Rmax "Multi -Max FA ".
Line" or "Pyrox ", any thickness.
_S -FR" (EPDM), 45 or 60 mil.
Incline: 3 /4
Iii 'tional): Any UL Classified, any thickness.
,. d fiberboard, 1/2 in. thick min.
_S -FR" (EPDM), 45 or 60 mil.
Incline: 1/2
ROOF COVERING MATERIALS (TEVT)
149
Roofing Systems (TGFU)— Continued
Insulation (Optional): "ISO 95+ GL ", wood fiberboard or peillitki anv
thickness.
Membrane: "LS -FR" (EPDM), 45 or 60 mile • •
• ••••
90. Deck: C -15/32 Incline tnlimited • • • • e
Insulation (Optional): any UL Classified, IMII1Tckness. • •
Barrier Board: G -P Gypsum Dens- Deckv, T./1111..tlfick niin or epsum
wallboard, 1/2 in. thick min. •••• • •
Membrane: "UltraPly" (TPA), 40 -1(10 mil. •••••• •
91. Deck: NC Inclirye� j • • • • • •
Insulation (Optional): Glass fiber or perlige`t jil%ax,
fastened.
Membrane: One layer "SBS Metal Flash- Ai••'•liMied bitumen, heat
fused or hot mopped. • •
••••
92. Deck: \C Incline: Unlimited • • • • • •
Insulation (Optional): Polvisocyanurate , ,RpfyistcyanuraicL purl ite
composite, phenolic, phenolic /perlite composite, glass fiber, f1 j,gc} filtr
or perlite, any combination, any thickness and/or EPS covered with min
1 in. perlite, wood fiber or 15/16 in. glass fiber.
Base Sheet: Type G2, one or more plies.
Membrane: "SBS Metal Flash -AL" (modified bitumen), heat fused.
93. Deck: C -15/32 Incline: Unlimited
Insulation: Polyisocyanurate, 1-1/2 in. thick niin, joints in insulation
offset 6 in. with joints in deck.
Base Sheet: One or more plies Type G2, mechanically fastened, spot or
fully mopped.
Membrane: "SBS Metal Flash -AL" (modified bitumen), heat fused.
94. Deck: C -15/32 Incline: Unlimited
Insulation: Perlite or glass fiber, 1 in. thick min, joints in insulation
offset 6 in. with joints in deck.
Base Sheet: One or more plies Type G2, mechanically fastened, spot or
fully mopped.
Base /Ply Sheet: One or more plies Type G2, hot mopped in place.
Membrane: "SBS Metal Flash -AL" (modified bitumen), heat fused.
95. Deck: \C Incline: 2
Insulation: "ISO 95 +GL" or perlite, any thickness.
Membrane: "UltraPly" (TPA), 40 -100 mil., fully adhered with "Water
Based Bonding Adhesive ", 1 1/4 gal /sq.
96. Deck: NC Incline: 2
Insulation (Optional): Pol'isocyanurate, polystyrene (tapered or uni-
form thickness) or Dow Chemical "Styrofoam LG, PD, RM, SM, TG or
STYROIB" or "Irmagard ", any thickness or glass fiber, any thickness.
Insulation: Wood fiber (Huebert) 1 in. or "Fihertop B ", " FiberTop E ",
"FiberTop C" or " FiberTop S ", 1/2 in. min.
Membrane: "UltraPly" (TPA), 4(1 -1110 mil., fully adhered with "Water
Based Bonding adhesive ", 1 1 /4 gal /sq.
97. Deck: NC Incline: No Limitations.
Insulating Concrete: Deck covered with either of the following insu-
lating concretes (poured in place): cellular, vermiculite, perlite, gypsum
or structural. Optionally, a base concrete deck may he use if all exposed
surface joints are grouted.
Membrane: "UltraPly" (TPA), 40 -101) mil., fully adhered with "Water
Based Bonding .Adhesive", 1 1/4 gal /sq.
98. Deck: C -15/32 Incline: No Limitation
Insulation (Optional): Any UL Classified, any thickness.
Barrier Board: Gypsum wallboard, 1/2 in. nom, joints in wallboard
offset 6 in. with joints in deck.
Membrane: "UltraPly" (TPA), 411 -101) mil.. fully adhered with "Water
Based Bonding adhesive ". 1 1/4 gal /sq.
99. Deck: \C Incline: No Limitation
Insulation (Optional): Any L•L Classified, any thickness.
Barrier Board: Regular or water resistant wallboard, 1/2 01. nom.
Membrane: "UltraPly" (TPA), 40 -100 mil., hilly adhered with "Water
Based Bonding .Adhesive", 1 1/4 gal; sq.
100. Deleted
1(11. Deck: NC Incline: 1. 2
Insulation (Optional): Any UL Classified, any thickness.
Insulation: Glass fiber, wood fiber or perlite. 1: 2 in. min thickness.
Membrane: "UltraPly TPO ".
ck: C -15/32 - Incline: 2 -1
ulation (Optional): Any UL Classified. any thickness.
Gypsum wallboard. 1'2 in. thick min G -P Gypsum
4 in. min. joints in ti%.allboard offset n in. with joints in
Membran,:- "UltraPly T
102.
ens-Deck %2
LOOK FOR THE UL MARK ON PRODUCT
Ml� ADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Firestone Building Products Company
310 E. 96th Street
Indianapolis, IN. 46240
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLE& RIMING
140 WEST FLAGLkER StREET, Stiff 1603
MIAIGB, F11ORIDA13130+1563
(305) 375 -29Ui ;' FAX (305) 373'1908
•
••••
• •
•• ••
• •
•• •
•
••
• •
•
SCOPE: • • ••••
• This NOA is being issued under the applicable rules and regulations j
materials. The documentation submitted has been reviewed by Miami-Dade iCounty Product C�orniorO
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
and the AHJ may immediately revoke, modify, or expense a erch within
their jurisdiction. BORA reserves the right to revoke acceptance, if the use of such product or material within
County Product Control Division that this product or material fails totmeet theerreq� cements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity
Hurricane Zone of the Florida Building Code.
DESCRIPTION: Firestone UltraPly TPO Single Ply Roof Systems over Wood Deck
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
TERMINATION of this NOA will occur after the expiration date or if there has beenf a this revisionuor
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 new NOA consists of pages 1 through 6.
The submitted documentation was reviewed by Jorge L. Acebo
NOA No.: 07 -0130.04
Expiration Date: 04/19/12
Approval Date: 04/19/07
Page 1 of 6
r. Y.,. �....:..4e..t ..e+ .A ..i�s.ouafrai
ROOFING SYSTEM APPROVAL
Calm= Roofing
TPO, Single Ply Roofing
Dec-- k Tie:
Maximum Des ¢n Pressure
Fire Classification:
Wood
-60 psf
See General Limitation #1
Firectnne 'Map. Pm. Co.
• •
•
.. •
....
• •
....
••••
•
•
....
••• •
•
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.. •
• • . • •
TRADE NAMES OF PRODUCTS
MANUFACTURED OR LABELED Br1 *rf •
DLICA
TABLE 1
Product
UltraPly TPO
UltraPly TPO
Unsupported Flashing
UltraPly TPO T joint
Cover
UltraPly TPO Cut Edge
Sealant
Pourable Sealer S -10 Part
A & B
Water Block Seal (S -20)
UltraPly TPO General
Purpose Sealant
TPO QuickSeam Flashing
UltraPly TPO QuickPrime
UltraPly TPO Small and
Large Pipe Flashing
UItraPly TPO Inside &
Outside Corners
UltraPly TPO Coated
Metal
Metal Insulation Plate
Termination Bar
Edgegard System
UltraPly TPO Walkway
Pad
Splice Wash SW -100
Dimensions
Various
.060 x 24" x 50'
.060x4 "x4"
11 oz. Tube
1 can of Part Ato
I can of Part B
10 oz. Tube
10.3 oz. Tube
S -3/4" x 100'
1 gallon & #
gallon
Small and large
Pre- molded
corners
4' x 10' sheets
.017 - .023 x 3"
.087 x 1.08" x 10'
Various
X 50'
5 gallon pail
Test
SoeciHcations
TAS 131 -95
TAS 131 -95
TAS 131 -95
TAS 131 -95
TAS 131 -95
FM 4450
3003 -H14, 3105 -
H14 or 6063 -T5,
or T6 Aluminum
Various
. . •
Product Desc iafo$
Reinforced TPO 0.045" to 0.080"
thick membrane
Un- reinforced TPO
Un- reinforced TPO
Synthetic Rubber •
Two part Polyurethane sealant
Water Sealant
Butyl Rubber Sealant
Flashing material with pre- applied
adhesive
Primer for TPO QuickSeam
Flashing
Un- reinforced TPO molded TPO
pipe flashing
Un- reinforced TPO molded TPO
inside and outside corners
TPO coated metal
Round Batten Plate
Aluminum bar for flashing
terminations
Flashing materials and assemblies
Recycled thermoplastic Walkway
Pads
Cleaning and prep solution for
NOA No.: 07- 013004
Expiration Date: 04/19/12
Approval Date: 04/19/07
Page 2 of 6
APPROVED INSULATIONS:
Product Name
ISO 95+ GL
ISO 95+ GL Woodfiber Composite
ISO 95+ GL Perlite Composite
Firestone 3/8" Dens -Deck
FiberTop
ACFoam II
High Density Wood Fiberboard
Sturdi -Top / high density Wood
fiberboard
E'NRG'Y 2
Multi -Max FA
APPROVED FASTENERS:
Fastener
Number
Product
Name
1. Firestone HD Fastener
2. Firestone AP Fastener
3. UltraPly TPO 2 -3/8"
Barbed Seam Plate
4. Hex Insulation Plate
5. Pre - Assembled AP
fastener & plate
6. Pre - Assembled HD
fastener & plate
TABLE 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate / woodfiber insulation
Polyisocyanurate / perlite insulation
Fire resistant rated gypsum
Woodfiber insulation board
Polyisocyanurate foam insulation
Non - Asphaltic fiberboard Insulation
Non - Asphaltic fiberboard Insulation
Polyisocyanurate foam insulation
Polyisocyanurate Insulation
TABLE 3
Product
Description
#15 Fastener for steel,
Wood, concrete decks
#14 Fastener for steel,
Wood, concrete decks
Membrane seani
attachment plate
AZ 50 Galvalume steel
stress plate
#14 w /insulation plate for
steel, Wood, concrete decks
#15 w /insulation plate for
steel, Wood, concrete decks
•••••
• ••••
• • •
•• • ••• •
..
••
•11ihnufactarer.
0Yith4prrent:NNO1
Firestone Bldg. Pro. Co. •
Firestone 13ldg. Piro eCo.
Fir4stofie 331dg. Pzo..CO.
Firestone 81dg.
Firestone Bldg. PM. Co.
Atlas Energy Products
Generic
Georgia- Pacific
Johns Manville
RMAX
Manufacturer
Dimensions (With Current NOA)
N/A Firestone Bldg. Pro. Co.
N/A Firestone Bldg. Pro. Co.
2 -3/8" Firestone Bldg. Pro. Co.
diameter
3 -W'x 2 -7/8" Firestone Bldg. Pro. Co.
N/A Firestone Bldg. Pro. Co.
N/A Firestone Bldg. Pro. Co.
NOA No.: 07- 0130.04
Expiration Date: 04/19/12
Approval Date: 04 /19/07
Page 3of6
EVIDENCE SUBMITTED:
Test Agency
Underwriters Laboratories Inc.
Factory Mutual Research
Corporation
Test Identifier
01NK17982
00NK43467
99NK5401
99NK3276
98NK39140
98NK25593
J. L 3006983
J. L 3004249
J. I. 3003830
J. I. 3001925
3014031
3014918
3012931
3016670
3017120
3020394
3022988
Atlantic & Caribbean Roof ACRC 06-030
Consulting, LLC.
Description
Fire Classifications -see
directory
Fire Classifications -see
directory
Fire Classifications -see
directory
Fire Classifications -see
directory
Fire Classifications -see
directory
Fire Classifications -see
directory
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
4470
4470
Wind Uplift
4470
4470
4470
4470
TAS 114-95
Appendix J
••••
• •
• ••••
• • • •
•. • Date. • •
• • •
current • • • fine 5, 2001
current" 7anuary 1242901 • •
• •
• • • • •
.... .• • •
currelati ..8,ugust 17, 1999
• • • •
•
curreit ,March 30;•1999
•• • •• •
• • •
current May 13;11'919
current September 1998
February 8, 2000
November 3, 1999
May 26, 1999
May 24, 1999
07/22/02
12/17/03
04/04/04
04/29/04
04/30/04
09/03/04
01/28/05
08/21/06
NOA No.: 074130.04
Expiration Date: 04/19/12
Approval Date: 04/19/07
Page 4 of 6
• •
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APPROVED ASSEMBLIES:
Membrane Type:
Deck Type 1I:
Deck Description:
System Type D:
All General and Syste
Insulation Layer
Single Ply, TPO, Reinforced
Wood, Insulated,
• .
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•.
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• • •
19/32" or greater plywood attached to min. 2" x 4" supports sp� mad 24 • •
with 10d nails spaced 4" o.c. at the perimeter of plywood a8d.8 ails spacsed.6" • •
o.c. at the field of plywood. • • • • •
•• •• •• .
Membrane mechanically attached over preliminary fastened insulation. ••••
em Limitations apply.
ISO 95+GL
Minimum 1.5" thick
(Optio � To Insulation Layer
DensDeck, DensDeck Prime
Minimum 0.25" thick
• •
• • ••••
• • •
.• • • •• .
Insulation Fasteners Fastener • •
(Table 3)
N/A
Density /ft'
N/A
Insulation Fasteners Fastener
(Table 3) Density /ft'
N/A
ood Fiber, Sturdi- Top/High Density Wood Fiber
Minimum 0.5" thick N/A
N/A
N/A
Note: All insulation shall have preliminary attachment, prior to the installation of the roofing
membrane at a minimum application rate of five (5) HD screws and 3" diameter HD insulation
plates per 4' X 8' insulation board.
Barrier: None.
Membrane: Firestone UltraPly TPO (45 -80 mil) Reinforced Membrane attached to deck
through the preliminary attached insulation as described below.
Maximum Design
Pressure:
Membrane is mech
HD Seam Plates s
maximum 90" o.c. an
ed using Firestone HD Fasteners and 2 3/8"
minimum 5.5" wide laps. Laps are spaced
inimum 5" heat weld.
-60 psf (See General Limitation #7)
NOA No.: 07 -0130.04
Expiration Date: 04/19/12
Approval Date: 04/19/07
Page 5 of 6
•
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•
•
GENERAL LINIITATIONS:
• •
. ••••
• • • •
1. Fire class cation is not part of this acceptance; refer to a current Approved RoolF'i literialsi3ire tory • ' •
for fire ratings of this product. •
•
2. Insulation may be installed in multiple layers. The first layer shall be attached in ®atipi lance 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 mechanicafl5' hed iis'idg The
fastening pattern of the top layer. • • • • • • •
•
• 3. All standard panel sizes are acceptable for mechanical attachment. When applied ih Spprovedasphalt. •'
panel size shall be 4' x 4' maximum. • •
• • •••• • •
4. An overlay and/or recovery board insulation panel is required on all applications 'over "closed?kg'foam •
•
insulations when the base sheet is fully mopped. If no recovery board is used the base sheer 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 lbsisq. 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 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 Professional Engineer,
Registered 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.)
END OF THIS ACCEPTANCE
NOA No.: 07 -0130.04
Expiration Date: 04 /19/12
Approval Date: 04 /19/07
Page 6 of 6