HomeMy WebLinkAboutSUBMITTED PAPERS1. L
DATE: FEES tiff. ' 'Rh IPT #: Permit #: '
St. Lucie County Building & Zoning SCAB
2300 Virginia Avenue Ft. Pierce, FL 34982-5652 SCANNED
® ti Tel.772-462-1553 St. `UC.
• APPLICATION FOR ROOF PERMIT e County
SE RSE S OR INSTRU S
1. Location/Site Address: � ,66 �- �2 �'l,5 ol>
2. Parcel ID Number: 2Y] � ' 32- 6= - =- 42
Office Use
Only
Section
Township
Range
- Mag Page
Zoning
Land Use
Initials
/ %s •
3. Description of Project or Work Activity:
4. Total Roof Area (square feet): ' 2610 5. Roof Pitch:/2 rl-Ar
6. Type of Roof: [►/J/Fibergl ss Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle
�.''1
[ ] Tar & ravel [ ,Mod e7Bitumen [ ] Other
[
N.O.A. or Florida — Product Approval required for all types of Roofing Material (2 Sets) l PP
[ ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product
Approval attached
** Roof Mitigation per F.S. 553.844 will be required
7. Owner Infrmation 8.
Name:- o��J �Q - L I
Address: J 7®� �ecny i !w"I e
City: State:
Zip: Phone:
9. Value of Construction: $ 00
Note Dry -in and Final Inspection Required
Additional inspection may be required per Product Approval
J
Contractor Informatiion ��
FL Reg/Cert #: (_. C C 1,326 AN' 6
County Cert #: 2 36 1,71
Business Name: a) A-7—AOr 0 MC
Fees Due:
Receipt #:
CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the inform ion c ntained in this application is correct and that all work will be
done in compliance with all pli a 1� laws regulating construction and zoning.
y l Lk tL,
PRINT UALIFIERS/OWNERS NAME __ 11 SIG_NATU OF QUALIFIER/OWNER
STATE OF FLORIDA, COUNTY OF�S, �� I , . .
ACKNOWLEDGED BEFORE ME THIS I' DAY OF10—e �6t . 2oAA _, BY A I r Iu 11 hr—
qSIPE ONAL Y K OWNV TO ME OR HAS PRODUCED AS IDENTIFICATION
ADA�c4�1 NOTARY PUBLIC -STATE OF FLOMA
Ka Nielsen
TURE OF NO ARY TYPE OR PRINT NAME OF NOTARY : Comrrtiss one#DD1000358
'•.,, .O Expires: JUNE 12, 2014
COMMISSION NUMBER bIC Q _+� BONDED THRU ATLANTIC BONDING CO., INQ
NOTICE TO OWNER: 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 YOUR LENDER OR
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 3656668 OR BOC- -347 PAGE 2564, Recorded 12/15/2011 .0:49 AM
A
5�-
J.A. TAYLOR ROOFING, INd.
LICENSED CONTRACTORS 302 Mellon Drive NOTICE OF COMMENCEMENT
Fort Pierce. FL 34982 TO BE COMPLETED WHEN CONSTRUCTIONVALUE EXCEEDS $2.500.00
PERMIT #: __......._..--. --_-.-•-TAX FOLIO #: 9-4 1 q.
State of Florida. County oil S}, wUl E, the v,,cf— aned rRrebV gives novice trot improvement will be mode to certoio reel Drepert, o .d 4�
accordance with chapter / 13. Hanau s!ciutes Ine tOIlCwin(j :n(Orrnalian is pravidea Tti IIIiS '4)LCC ^.r C:ar!lr•�r_nCernCilt.
1. LEGAL DESCRIPTION OF PROPERTY (AND STREET ADDRESS IF AVAILABLE): 2S So S. �GJ IdilvS ROFiU
sn'1G L1A JAI C..D... rOA.-t
2. GENERAL DESCRIPTION OF IMPROVEMENT:
3. d OWNER INFORMATION or ULESSEE INFORMATION (If Lessee contracted for the Improvement)
a. Nome: RQ.gd
Address; ),-tag (`dco In tt bv'e. F+ P„•r�c£: y_4y ---- --- - -- ...
b. Interest in properly: ALLi 1_FI!
c. Name and address of fee simple title nolder (if other lnan owner):
tJ I EA
4. CONTRACTOR:
o. Name: liaL—___
-------
b. Phone number:
S. SURETY COMPANY (IF Applicable, a copy of the payment bond Is attached):
O. Name & Address: __t_Ji1A
b. Phone number: Bond amount:......_____-
6. LENDER/MORTGAGE COMPANY:
a. Nome A Address:—
b. Phone number:
7. PERSONS WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON WHOM NOTICES OR OTHER DOCUMENTS MAY BE
SERVED AS PROVIDED BY SECT) N 713.13 (1) (a) 7„ FLORIDA STATUTES:
a. Narne & Address:PIA
,___
b. Pnore nvrnber: •—_____ __._._ - tex number:
S. IN ADDITION TO HIMSELF OR HER!1. SIE F,
a. Owner designates _ .---_...__.....__._ of ---,-_- __....-•----�.----- to receive
O cony of tho iienar's no ice as provided in section ?i3.1311)(b), FlorldO stntues.
b. Phone number:
91. EXPIRATION DATE OF NOTICE OF COMMENCEMENT:
(THE EXPIRATION DATE IS ONE (I ( YEAR FROM THE DATE OF RECORDING UNLESS A DIFFERENT DATE IS SPECIFIED;.
WARNING TO OWNER,
ANY PAYMENTS, MADE BY THE OWNER AFTER THE EXPIRATION OF •HE NOnCF OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,
PART I, SECTION 713.13. FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT
MUST BE RECORDED POSTED ON 1HE JOR SIi BEFORE THE 11111 INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEF E COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
UNDER PE ' LT OF PCR JURY, I DEC E THAT I VE READ THE FOREGOING AND THAT THE FACTS IN IT ARE TRUE TO THE. BEST OF MY
KNOWL GND BELIEF (SECTION 92.525. FLO ��4 STATUTES
SIGNATURE OF OWNER or LESSEE at OWNER'S AUTHORIIED OFFICER/DIRECTOR/PARTNER/MANAGER
SIGNATORY'S TITLE OFFICE
THE OQ /FOREIN INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS - -.,S-.DAY OF � --_ , 20 I-[ , BY:
(( 11
NAME OF PE?SON :YPE OF AUTHORII� %AME OF PARTY ON t3EHALF OF WHOM ItvSTRUMENT WAS EXECJTED
PERT ALL OW R' ❑PROD) ED IDENTIFI ANION lYPE OF IDENTIFICATION
iedsa
NOTARY SIGNATURE NOTARY PRINTED NAME NOTARY SEAL
NOTARY PU13LTC-STATE OF FLORIDA
e•' ' Karen S. Nielsen
IIld ComnLission#DD1000358
"Expires: JUNE 12, 2014
BANDED THRU ATLANTIC SUNNING CO., INC.
t.-TM OF RORInA
t
ST. LUCIE COUNTY
TBIS
TRU'
pR11
BY:
Dal
12/21/2011 09:04 7724688397 JA TAYLOR ROOF73
PAGE 01/01
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-2165 or 772-462-2172
Fax: 772-462-6443
ROOF INSPECTION AFFIDAVIT
r
Re: Permit #
licensed as a Coritractar Engineer/Architect
(Please print name & circle license type) *FS468 Bui ing In pector
*General, Building, Residential orAoofing contractor or any individual certified under 468 F.S. to mak such an Inspection.
On or about Typn all,I did personally inspect the roof deck i ialling
(Date)
work at:
(Job site address)
Based upon that examination I have determined the installation was done a cording to the Hurricane
Mitigation Retrofit Manual (Based on 553.844 F.S.)
Signature and Seal License #
STATE OF FLORIDA
COUNTY OF ' bi am,
Sworn nd subsc i¢ed before me this �� dpy of 20,
by L.t�t! l+'� _. Who Is poobnally own to rime or who has produce d
as lderitification.
Notary Public, State of Florid N0T'ARYPUBLIGS
Signature of No ""' f)FLt)RIDA
Commission Number. _ `� , �1Is S. Nielsen
j` �� in3issi n #DD1300358
��• Bx�ires: DUNE 121 2014
EomY17ED nrxv ATL,1nz1 ING C0.,11TC.
En OS/].9/2011 BOND
Np ,�
'�9' D
DEC 2 1 2011
. / V 6"At f7c
Al
MiAM ODE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.iniamidade.gov/bfiildiii
Owens Corning Roofing and Asphalt, LLC
One Owens Corning Parkway
Toledo, OH 43659 FILF�. COPY
1
SCOPE:%%�% %� r �' 0
This NOA is being issued under the applicable rules and regulation governing the use of construction mate
The s.
The documentation submitted has been reviewed by Miami -Dade County Product Control Section 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
Section (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
Section 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
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Oakridge.@Shingle
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 consists of pages 1 through 4.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 10-1015.01
CMIAMI-DMADE COUNTY Expiration Date: 00210346>
Approval Date: 02/03/11
Page 1 of 4
ROOFING ASSEMBLY APPROVAL
Category
Roofing
Sub -Category:
Asphalt Shingles
Materials
Laminate
Deck Type:
Wood
SCOPE
This approves a roofing system using Owens Corning Oakridge® asphalt shingles manufactured by Owens
Corning as described in Section 2 of his Notice of Acceptance.
PRODUCT DESCRIPTION
Product Dimensions Test Product Description
Specifications
Oakridge® 13 '/" x 39 318" TAS 110 A heavy weight, fiberglass reinforced
Manufacturing laminate asphalt shingle with continuous
Locations #1, 2, 3, 4 bead of sealant,
Oakridge® 13 '/a" x 39 3/s" TAS 110 A heavy weight, fiberglass reinforced
Manufacturing laminate asphalt shingle with dashed bead of
Location #4 sealant'.
MANUFACTURING LOCATION
1. Memphis, TN
2. Irving, TX
3. Savannah, GA
4. Jacksonville, FL
EVIDENCE SUBMITTED
Test Agency
Test Identifier
Test Name/Report
Date
PRI Construction Materials Technologies
OCF-153-02-01
TAS 100
09/22/10
PRI Construction Materials Technologies
OCF-152-02-01
TAS 100
09/21/10
PRI Construction Materials Technologies
OCF-158-02-01
TAS 100
I 1/10/10
PRI Construction Materials Technologies
OCF-151-02-01
TAS 100
09/27/10
PRI Construction Materials Technologies
OCF-150-02-01
TAS 100
09/21/10
Underwriters Laboratories
09NK14530
ASTM D 3462
12/31/09
Underwriters Laboratories
R2453
ASTM D 3462
10/11/10
Underwriters Laboratories
R2453
ASTM D 3462
11/03/10
Underwriters Laboratories
R2453
ASTM D 3462
10/11/10
Underwriters Laboratories
R2453
ASTM D 3462
10/11/10
Underwriters Laboratories
R2453
ASTM E 108
01/13/11
Underwriters Laboratories
R2453
ASTM E 108
10/11/10
Underwriters Laboratories
R2453
ASTM E 108
11/03/10
Underwriters Laboratories
R2453
ASTM E 108
10/11/10
Underwriters Laboratories
R2453
ASTM E 108
10/11/10
NOA No.: 10-1015.01
MIAMMADE COUNTY
Expiration Date: 02/03/16
'Approval
Date:
02/03/11
Page 2 of 4
I
Underwriters Laboratories
09NK14530
TAS 107 (ASTM D 3161)
12/31/09
Underwriters Laboratories
OINK44201
TAS 107 (ASTM D 3161)
09/09/02
Underwriters Laboratories
IONK13947
TAS 107 (ASTM D 3161)
11/12/10
Underwriters Laboratories
R2453
TAS 107 (ASTM D 3161)
10/11/10
Underwriters Laboratories
03NK04954
TAS 107 (ASTM D 3161)
03/07/03
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. Shall not be installed on roof mean heights in excess of 33 it.
3. 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.
INSTALLATION
1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115.
2. Flashing shall be in accordance with Roofing Application Standard RAS 115
3. The manufacturer shall provide clearly written application instructions.
4. Exposure and course layout shall be in compliance with Detail 'A', attached.
5. Nailing shall be in compliance with Detail 'B', attached.
LABELING
1. Shingles shall be labeled with the Miami -Dade Seal as seen below, or the wording "Miami -Dade County
Product Control Approved".
MIAMI•DADE COUNTY
BUILDING PERMIT REQUIREMENTS
1. Application for building permit shall be accompanied by copies of the following:
1.1 This Notice of Acceptance.
1.2 Any other documents required by the Building Official or the applicable code in order to properly
evaluate the installation of this system.
NOA No.: 10-1015.01
MIAMI�DADE COUNTY Expiration Date: 02/03/16
' U Approval Date: 02/03/11
Page 3 of 4
1 '
i
13-1 /4"
1 "--1 r11
DETAIL A
DETAIL B
OWENS CORNING OAKRIDGE
WITH CONTINUOUS OIL DASHED SEALANT
2" ---► 2" Iw11 "
END OF. THIS ACCEPTANCE
m
5 5/8" EXPOSURE
NOA No.: 10-1015.01
MIAMMADE.Co NW Expiration Date: 02/03/16
Approval Date: 02/03/11
Page 4 of 4
� � i'�`�•L�'�'�2u5b JE�1GiWS
1 u Lo
SECTION 1525
HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION
Florida Building Code Edition 2007
High -Velocity Hurricane Zone Uniform Permit Application Form.
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF .
THE UNIFORM ROOFING PERMIT -
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
z
Roof System
Required Sections of the
Permit Application Form
Attachments Required
, See List Below
Low Slope Application
A,B,C
1,2,3;4,5,6,7
Prescriptive BUR-RAS 150
A,B,C
4,5,6,7
Asphaltic Shingles
A,B,D
1,2,4,5,6,7
Concrete or Clay Tile
A,B,D,E
1,2,3,4,5,6,7
Metal Roofs
1,,2,3,4,5,6,7 ,
Wood Shingles and Shakes
A,B,D
1,2,44,5,6,7
Other
As Applicable
1,2,3,4,5,6,7 _
ATTACHMENTS REQUIRED:
1.
Fire Directory Listing Page
2.
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations -
Applicable Detail Drawings
3.
-Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS
128
4.
Other Component of Product Approval
5.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing/Calculation Documentation
15-56
2007 FLORIDA BUILDING.CODE COMMENTARY '
. I.
11061,_ SEMBLIES AND ROOFTOP STRUCTURES
Florida Buildifig-Code Edition 2007
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Information)
Master Permit No. Process No.
Contractor's Name A -
Job Address
ROOF CATEGORY
Low Slope 1:1 Mechanically Fastened Tile D Mortar/Adhesive Set Tile
11 Asphaltic
phaltic 11 Metal Panel/Shingles 0 Wood Shingles/Shakes
Shingles
11 -Prescriptive BUR-RAS 150
ROOF TYPE
11 New Roof. X Rer-cyofing- `:a—Fleac-amerin g El Repair 0 Maintenance
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
Section B**(Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, . roof drains; scuppers, overflow scuppers and overfow drains.*
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zcine!� abd location of
parapets.
Remove existing r"1111ajlto--p6w"d
L
*e flin rw r sh nk ails
1 " i ism.-Ful-I u d h6d.
17 URAA 9)
Pa o.c. ends N; it .t se
(323)
19 AZO
_
CRAA
(400 "
20:
10
lv
e m
lace
e= xiaffemfin
aced
Dveexistine
i
-otte
a pl
re
6
o.(.
sA
I -
22
ra
(2449).
7—
F9
2007 FLORIDA BUILDING CODE COMMENTARY
24' -
is lal :
24
15-57
ROOF ASSEMBLIES AND ROOFTOP S--'TURES
r-C-o�ditio.n2047_.----- ----- ------
High-Velocity Hurricahe Zone Uniform Permit Application Form. .
Section Q (Low Slope Application) Surfacing:
Fill in specific roof assembly components
and identify manufacturer Fastener Spacing for AnchoriBase Sheet Attachment:• .
(If a component is not used, identify as "NA")
Field: " oc @ Lap, # Rows ? @ 12 " oc
System Manufacturer: perimeter: R " oc @Lap, #Rows @ l Z " oc
Product Approval No.: 16223, 6(0
Corner: '' �P " oc @Lap, #Rows Z- @ S " oc
i
Design Wind Pressures, From RAS 128 or Calculations:
('jP b Number of Fasteners Per Insulation Board.
Pmax1'-'3a'4- Pmax2: ' y (moo Pmax3^ 76' S
Max. Design Pressure, from the specific Product
Approval system: S2 5 ,
Deck:
Type:
Gauje/Thickness: 19�3L MIN
Slope: 0-1
Anchor/Base Sheet & No. of Ply(s): e P 2.8 _ y,PLLF�
Anchor/Base Sheet Fastener/Bonding Material:
�. ooF.{JCS u r�►t� -}'fl.ar G�Pi •
Insulation Base Layer: `
Base Insulation Size and Thickness:
Base Insulation Fastener/Bonding Material:
Top Insulation Layer:
1
top Insulation Size and Thickness'
Top Insulation FastenerBonding Material:
Base Sheet(s) & No, of Ply(s):
Base Sheet Fastener/Bonding Material:
Ply'Sheet(s) & No. of Ply(s):
Ply Sheet Fastener/Bonding Material:
Top Ply: ASee Y, 4-5- Nl
Top Ply Fastener/Bonding Material:
� �'� l•, t' 4LI E.fl
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
15-58 2007 FLORIDA BUILDING CODE COMMENTARY
MIAMI-DADS Cf.,l_i1Nn1---- ----.—
PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 24$
BOARD AND CODE ADMIN.ISTRADON DIVISION Miami, Florida 33I75-2474
T (786) 313-2390 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.govlbuitding
Johns Manville Corporation
71717th Street
Denver, CO 80202
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials, The documentation submitted has been reviewed and accepted by Miami -Dade County BNC
-Product Control Section 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 Section (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. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade
County Product. Control Section 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.
ITESCRIPTIOIYs .Johns Manville APP. iYiodif e.d Bitumen: Roofing;Sysiems C3ver Wood';ldecks
LABELING: Each unit shall bear a permanent label with tale manufacturer's name or loge, 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 tv 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 maybe displayed in advertising literature. If any portion vfthe 1*TGA 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 ar; .-,
distributors and shall be available for inspection at the job site at the request of the Building Official, �0 '
This NOA renews and revises NOA No. 06-0417.09 and consists of pages 1 through 14.
The submitted documentation was reviewed by Jorge I.,, Acebo
4
NOA No.: 11;42BA6 . .
Expiration mte: 06714112
Approval Date: 07114/11
Page 1 of 14
RoonNG Symm ,APPROVAL
Category;
Roofing
g SubSateot --y;e
Modified Bitumen
Luterlair.
APP
Deck lyne:
Wood
h1ajimum Design Pressure
-52.5 psf
TRADE NAMES OF PRODUCTS MANuAcTuRED OR LABELED By APPLICANT:
TABLE I
Test Product
Product Dimensions Specification Description
JM APP Base 39-3/8" x 48' ASTM D 6509 APP modified asphalt, fiberglass
reinforced, smooth surfaced base sheet
APPeX 4S 39-3/8" x 341 ASTM D 6222, APP modified asphalt, polyester
type L grade S reinforced, smooth surfaced mmbrane.
*APPeX 43M. 3 . 9-3/9" x 34' ASTM D 6222, APP modified asphalt, polyester
type I grade 0 reinforced, mineral surfaced membrane.
APPeX 4.SMFR 39-3/8" x.34' -ASTM D 6222, APP modified asphalt, polyester
type I grade G reinforced, fire -retardant, mineral surfaced
membrane.
Tricor MFR 39-3/8" x 34' ASTM D 6223 APP modified asphalt, polyester / glass
reinforced, granule surfaced membrane.
Tricor S 39-3/8" x 34' ASTM D 6223 APP modified asphalt, polyester / glass
reinforced, smooth surfaced membrane.
PermaPly 28 36" x 106'. ASTM D 4601 Type 11 asphalt impregnated and coated
72 lb. roll glass fiber base sheet
Ventsulation 36" x 36' ASTM D 4891 Heavy duty fiber glass base sheet
Type it impregnated and coated on both sides with
asphalt with or without fine mineral
stabilizer,
APPROVED IwLATms:
TABLE 2
Product Name Product Description Manufacturer
(With Current NOA)
ENRGY 3, 25-PSI Isocyanurate Insulation. Johns Manville
Fesco Foam, DuraFoatn Isocyanurate Insulation with perlite facer Johns Manville
Retro-Fit Board, DutaBoard A high -density perlite roof insulation. Johns Manville
Fesco Board Rigid perlite roof insulation board, Johns Manville
Structodek High Density Wood Fiber insulation board. Masonite
NOA.No.: 11-0223.06
Expiration Date: 061-14112M
M La N WAIDD E Approval Daie-6��Q—MW—i
Page 2 of 14
1 '
TABLE 3
Fastener Product
Product
Manufacturer
Number Name
Description
Dimensions
(With Current NOA)
1, UltraFast Fasteners
Insulation fastener for woad
Johns Manville
and steel.
2. UltraFast ASAP
Pre -assembled Insulation
Johns Manville
fastener and plate
3: UltraFast Metal Plate
Galvalume AZ55 steel plate
3" square &
Johns Man-dBe
3" round
4. Olympic Fastener #12 &
Insulation fastener
Olympic Mfg, Group
414
S. Olympic Fastener ASAP
Pre -assembled Insulation
Olympic Mfg. Group
fastener and plate
6. Olympic G-2
Galvalume AZ55 steel plate
3.5" round
Olympic Mfg. Group
7. Olympic Standard
Galvalume AZ50 steel plate
3" round
Olympic Mfg. Group
8. Tru-Fast
Insulation fastener for steel
The Tru-Fast Corp.
and wood decks
9. Tru-Fast Plates
Galvalume AZ55 steel plate
3" round
The Tru-Fast Corp.
EVIDENcF, SUBMITTED:
Test Ageney
Test Identifier
Description
Date
Factory Mutual Research Corp.
J.1.OXOA9.AM
Wind Uplift
03/25/94
J.I.OW6A2.AM.
Wind Uplift
02105/93
J.I.OX7A4.AM
Wind Uplift
08/26193
J.1.3001482
08/11/98
J.1. 3002823
04/01/99
J.1.3003468
02IO2/00
J.1.3007148
04119100
3009490
4470
04/04/01
3011248
4470
l l /01/02
3012974
4450
06/03/02
Underwriters Laboratories, Inc.
i
R-10400 Published Annually
Exterior Research & Design, LLC
#4361-2:04.97-1 TAS I I4(J)—Wind
Uplift 04/15/97
10390A.12.97-1 TAS 114(J) — Wind
Uplift 12/15/97
10390A.10.97-1 TAS 114(J) —Wind
Uplift 10/15/97
10391.01 A TAS 1
I4(J) & TAS
117 (B) 01/29/03
NGA No.: 11-0223.06
M�,arsiaaoncoursr�r Expiration Date: 06114/12
� , Approval Date: 07/14/11
Page 3 of 14
Ik%mbrane Type:
APP
Deck Type 1I:
Wood, Non -Insulated
Deck Description.:
"/32" or greater plywood or wood plank
System Type E:
Base sheet mechanically fastened.
All General and System limitations apply.
Base Sheet:
(Option #1) One ply of JM APP Base, PermaPly 28, Glasbase Plus or
Ventsulation mechanically fastened to the deck with JM Ultrarast, Olympic or
Tru-Fast metal plates and fasteners at a 4" side lap 12" o.c, and two rows staggered
in the center of the sheet l 8" o.c.
(Maximum Design Pressure —45 psf — See General Limitation #9)
I(Option #2) Mininium two plies of JM PermaPly 28 or Ventsulation
simultaneously fastened to the deck lapped 4" and fastened with approved roofing
nails and tin caps 9" o,c. at the lap and two rows staggered in the center of the
sheet 12" o.c. ✓ �/
(Maximum Design Pressure —52.5 psf — See General Limitation #7.)
(Option 03) Minimum two plies of JM PermaPly 28 or Ventsulation
simultaneously fastened to the deck with JM Ultrafast fasteners and Metal Plates
spaced 9" ox. in a 4" lap and 12" o.c, in two staggered rows in the center of the
sheet.
(Mrcimum Design Pressure —52.5 psf — See General Limitation #7.)
Ply Sheet:
(Optional) One or more plies of JM APP Base or APPeX 4S heat welded to base
sheet.
Membrane:
One or more plies of APPeX 4S, APPe� X 4.Si or APPeX 4.5 MFR heat welded.
Surfacing:
(Optional) Install one of the following for all systems that do not achieve
acceptable fire ratings through the use of FR membrane sheets. Any coating, listed
below, used as a surfacing; must be listed within a current NOA.
1. 400 lb./sq.. gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at
a rate of 601bJsq.
2. Karnak 97, Karnak 97 AF, Monsey Premium Long Life Aluminum Roof Coating
Asbestos Free or Monsey Prograde Aluminum, Grundy AL IYIB aluminum coating
at a rate of 1-1/2 gal/sq Monsey Aquabrite, Gardner asphalt emulsion, APOC
Sunbright 400 or Henry 229 Aluminum Emulsion at 2% gal/sq or APOC 21.2
Aluminum Roof Coating at 3 gallsq.
3. Grundy 20 F asphalt emulsion, Endure Asphalt Emulsion, APOC 302 or 302 AF
applied at 2'/2 gal/so, with optional 60 .ibsJsq. of roofing granules embedded in wet
coating.
Maximum Design
Pressure: See Fastening Options
NOA. No.: 11-0223.06
afm
AVE Expiration Date: 07114/1.1
� � Approval Date: Q7/14111
Page 13 of 14
Woo DFcK SySnwi LdIYIITk'I oNs:
1 A slip sheet is required with Ply. 4 and Ply 6 when used as a mechanically fastened base or anchor
sheet.
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 EV'I' 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 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" b'reak shall be
placed every IT in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbs./sq. 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 lb%, 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 anchorlbase sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered
Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS 117.
7, Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both. insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed
by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant
(When this limitation is specifically referred within this NOA, General Limitation #9 will not
be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs
shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements,
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners).
(When this limitation is specifically referred within this NOA, General Limitation 07 will not
be applicable.)
END OF THIS ACCEPTANCE
NOA No.: 11-0223.06
Expiration Date:. 0611.4112
MIAMii3ADECOUNiY Approval Date: 07/14/11
Page 14 of 14