HomeMy WebLinkAboutSUBMITTED PAPERSDA
FEES DUir,:
St. Lucie County Building & Zoning
® 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 SC
B Tel.772-462-1553 V EFJ
�- - - APPLICATION FOR ROOF PERMIT sr•
Lucie
n SEE EVERSE SIDE FOR INSTRUCTIONS COUnty
1. Location/Site Address: (�70 `!' l Q/l/rc,�,, O
2. Parcel ID Number: 13n l- (D l I -=LIJ - cod - Q-
Office Use
Section
Township
Range
Ma Pa a
ZoningLand
Use
Initials
Only
3. Description of Project or Work4ctivi
4. Total Roof Area (square feet):
6. Type of Roof: [ t,]1'iberglass Shingle
5. Roof"Pitch:
[ ] Concrete Roof Tile [ ] Wood Shake / Shingle
[ ] Tar & Gravel [✓]Modified Bitumen [ ] Other
[ v] N.O.A. or Florida - Product Approval required for all types of Roofing Material (2 Sets)
[ ] All. Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product
Approval attached
** Roof Mitigation per F.S. 553.944 will be required.
7. Owner Information 8. Contractor Information
Name: c�
Address: 1 `70 q P-Q-Lsnsa - o
City: �C- - PLLJ-Q.e State: f:F--
Zip: 94`lam Phone: `n a - y 00. 13(0L/
9. Value of Construction: $ 3.4 ( D .
Note Dry -in and Final Inspection Required
m Additional inspection may be required per Product Approval
FL Reg/Cert #: • CSC ( 3 0 (Q, t -71
County Cert #:
Business Name: 4LA
Fees Due:
Receipt #:
CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that -all work will be
done incompliance wigplicable laws regal ' g c stru and zoning.
i
PRINT QUALIFIERS/OWNERS NAME SIGNATURE OF QUALIFIERIOWNER
STATE OF FLORIDA, COUNTY OF cS L L
ACKNOWLEDGED BEFORE ME THIS �_ DAY OF 20iSA� BY _ ` ,L """ J—)
WHO IS PERSONALLY KNOWN TOME OR HAS PRODUCED AS IDE
NMI AWJOP�F—
SHARON KAUFMAN
SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY MY C SSION #FF052943
COMMISSION NUMBER
{407)398.0153
EXPIRES September 10. 2011
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.
3SE?H E. SMITH.::LERK 0, THE C1:-7 .sSl'>,
A!NT L� C E 0UN T Y
_4U'
:E OF COMMENCEMENT
The undersigned hereby gives notice that improvement 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.
ejjal Descriptions f Property: (and street address if available):
aak-0f tYfir /' �1-lL,���-,BI,�/!/ /,o��/s- (�709 %,.z.nASq=141A-P— FRI Az4-c ,�(, 3.ewf,57-
General description of improvement: &-AVI -2 .L[/�
Owner information or Lessee information if the Lessee contracted for the improvement:
Name 9- -Qc-, z Aweat
Interest in property: 'JWhGZ
Name and address of fee simple titleholder (if different from Owner listed above):
Contractor's Name:
Contractor Address:
Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $
Name and address:
Lender Name: _
Lender's address:
one Number:
Phone Number:
one 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 Statutes:
Name: Phone Number:
Address:
In addition to himself or herself, Owner designates of
Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes.
Phone number of person or entity designated by owner:
to receive a copy of the
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be 1 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 THE NOTICE 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 AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the.facts stated therein are true to the best of
rn"nowledee and belief.
of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager
(Signatory's Title/Office)
'Pp. SHARON KAUFMAN
c MY COMMISSION #FF052943
•',�EOFFoe.;' EXPIRES September 10. 2017
The foregoing instrument was acknowledged before me this19 day of115LZA- , 20/ Cf (407) 398.0153 FloridallotaryService.com
By la/l0� �L.Y1�CJ( as for
Name of Person Type of authority e.g. officer, trustee) Party on behalf of whom instrument was executed
c-Z (-lrlti Personally known_ or produced Identification
(Signature of Notary Public - State of Florida)
(Print, Type, or Stamp Commissioned Name of Notary Public) Type of Identification produced I�L
0212712014 11 :0 1 All Area Roofing r . _+FAk)772 464 6600 P.0011001
Planning & Development Services
Building & Code RegWation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-2165 or 772-462-2172
Fax. 77Z-462-6443
R00F'1NSPgCTJ0N AFFIDAVIT
Re: Permit #. �(!/ - 0� 5-
I, icy licensed as a(n)Contractor*/Engineer/Architect
(Please print name ci cle license type)F5468 Building Inspector
*General, 9uilding, Residential or Roofing Contractor or any Individual certified under468 F.S. to make such an inspection.
On or about 02
ate
I did personally inspect the roof deck nailine
work at: Pc-.2.lCp7l
ob 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,)
r
Signature and Seal license N
STATE OF FLORID
COUNTYOF
Sworn to and subscribed before me this day of 20
by t-I -{ Who is personally known to me or who has produced
ka-el c.5 as Identification.
Notary Public, State of FI rich
Signature of Notary:r& � c
Commission Number: ----...-_-_-_-
En 01/19/2011
53
SHARON KAUFMAN
My COMMISSION ##5F052943
EXPIRES September 10, 2017
ENGINEERING & TESTING, INC.
Phone: (866) 781-6889 •Fat: (866) 78 4-8550
wwii floridaenginecringancltesting.com
250 S.W. 131h Avenue
Pompano Beach, FL 33069
DATE: 2/13/14 JOB ORDER #: 14-562
CLIENT: All Area Roofing
ADDRESS: 3921 S. US Highway 1 Fort Pierce, Florida 34982
PROJECT: Regina Byrd Residence Flat Wood Non -Insulated Roof Deck
ADDRESS: 6709 Penny Lane Fort Pierce, Florida
FBC 2010/ASCE 7-10 DESIGN PRESSURE CALCULATIONS
Project Information:
Height = 8' Exposure: C Basic/Ultimate Wind Speed: Vi1t=170 mph
Length = 24' Category: II Nominal Wind Speed: Vasa=Vult*0.6
Width = 15' Slope: < 7° (asd = allowable strength design)
Parapet Wall: N/A Residential KZ = 0.85, Kzt = 1.0, Kd = 0.85
Design Calculations:
Velocity Pressure: q = 0.00256*KZK tKdV2
Velocity Pressure (ult): q=0.00256(0.85)(1.0)(0.85)(170)2] = 53.45 psf
Velocity Pressure (asd): q=0.00256(0.85)(1.0)(0.85)(170*0.6)2] = 32.07 psf
Width of Pressure Coefficient: 0.l(15') = 1.5'
0.4(8') = 3.2' } use: 3'0"
Effective Wind Area: <10ft2
For parapet height three feet (3') or larger, zone three (3) shall b as zone two (2).
External Pressure Coefficient: Internal Pres"s Efficient:
1) GCP1 = -1.0 1) GCP; _
2) GCP2 = -1.8
3) GCP3 = -2.8
0-
Quamyt A 4,s assurance
��3 `e�
Page 2, 2/13/14, Job Orde",_ _4-562 ,
All Area Rooting - Regina Byrd Residence
Flat Wood Non -Insulated Roof Deck
6709 Penny Lane; Fort Pierce, FL:
Design Pressures Based on Vasd:
1) Field
P1 = 32.07*[(-1.0)
— (0.18)]
= -37.8 psf
2) Perimeter
P2 = 32.07*[(-1.8)
— (0.18)]
= -63.5 psf
3) Corners
P3 = 32.07*[(-2.8)
— (0.18)]
= -95.6 psf
Attachment Requirements Per RAS-117:
Based on the requirements of N.O.A. #13-0204.03, System Type E(3), pg 28 of 32, with a
maximum design pressure of-52.5psf; the following are our recommended fastening
patterns to attach the proposed base sheet to the wood (non -insulated) deck utilizing
approved 11 ga. annular ring shank nails and approved tin caps:
Field: 8" o.c. @ 4" laps and 3 staggered rows 8" o.c.
Perimeter: 8" o.c. @ 4" laps and 4 staggered rows 8" o.c.
Corners: 6" o.c. @ 4" laps and 5 staggered rows 6" o.c.
Notes: Corners and perimeter area dimension shall not be less than a = TO"
Contractor to verify that the fastening patterns meet manufacturer's
requirements for issuance of a warranty (as applicable).
All work shall be in compliance with the local building code product
control notice of acceptance and manufacturer specifications and Florida
Building Code 2010 Edition.
Wind load calculations based on ASCE 7-10, FBC 2010 and information
provided by client.
All work shall be inspected by our field engineer (or authorized
representative) or a building department inspector to verify compliance
with specifications.
Sincerely, `
Reza 7avid�n, P.E.
Florida Engineering & Testing, Inc.
Florida Reg. No. 60223
Certificate of Authorization No. 6923
moo,wy.- ;;`s"
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA
CertainTeed Corporation
1400 Union Meeting Road, P.O. Box 1100
Blue Bell, PA 19422-0761
M[AMI-DADE CO LINTY
PRODUCT CONTROL SECTION
I1805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786)315-2590 F (786) 31525-99
www.miamidade.eov/economy
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 RER -
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. RER reserves the right to revoke this acceptance, if it is determined by Miami-pade
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: CertainTeed Modified Bitumen Roofing Systems 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 Miam ade County, Florida, and
followed by the expiration date may be displayed in advertising literat t> I. I ny portion of the NOA 'is
displayed, then it shall be done to its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by t aannuf cturer or its
distributors and shall be available for inspection at the job site at the request o �ti ng Official.
This NOA renews and revises NOA No. 08-0410.09 and consists of pages 1 throu h 32.
The submitted documentation was reviewed by Jorge L. Acebo.
a�
MIAMI•DADE COUNTY
�11111=
Expii
Apl
ROOFING SYSTEM APPROVAL
Category
Roofing
Sub -Category:
Modified Bitumen
Material:
APP/SBS
Deck Type,
Wood
Maximum Design Pressure:
-60 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test
Product
Product
Dimensions
Specification
Description
All Weather/Empire Base
36" x 65' 10";
ASTM D 4601
Asphalt coated, fiberglass
Sheet
Roll weight: 86 lbs.
.Type II
reinforced base sheet.
(2 squares)
UL Type 15
Flex-I-GlasTM Base Sheet
36" x 98'9'; Roll
ASTM D 4601,
Modified Bitumen coated
weight: 90 lbs.
Type II
fiberglass base sheet.
(3 squares)
UL Type G2
Flex-I-GlasTM FR Base
39 3/8" x 50; Roll
ASTM D 6163,
Modified Bitumen coated
Sheet
weight: 90 tbs.
Grade S, Type I
fiberglass base sheet.
(1.5 squares)
Flintglas® Ply Sheet Type
36" x 164'7"; Roll
ASTM D 2178
Fiberglass, asphalt impregnated ply
IV or VI
weight: 40/55 lbs.
Type IV or VI
sheet.
(5 squares)
UL Type G 1
Flintlastic STA
39 3/8" x 33; Roll
ASTM D 6222,
Smooth surfaced APP Modified
STA Plus 5.0
weight: 90 lbs.
Grade S, Type II
Bitumen membrane with non -
(I square)
woven polyester mat reinforcement
for torch application.
Flintlastic GTA, GTA-FR
39 3/8" x 33' 3"; Roll
ASTM D 6222,
Granule surfaced APP Modified
weight: 105 lbs.
Grade G, Type II
Bitumen membrane with non -
(I square,)
woven polyester mat reinforcement
for torch application.
Flintlastic GMS,
39 3/8" x 34' 2"; Roll
ASTM D 6164,
Granule surfaced SBS Modified
GMS Premium
weight: 100/105 lbs.
Grade G, Type II
Bitumen membrane with non -
(I square)
woven polyester mat reinforcement
for mop application.
Flintlastic FR,
39 3/8" x 34' 2"; Roll
ASTM D 6164,
Fire resistant, granule surfaced
FR-P Premium
weight: 105 lbs.
Grade G, Type I
SBS Modified Bitumen Membrane
(1 square)
with non -woven polyester mat
reinforcement for mop application.
Flintlastic FR Cap Sheet
39 3/8" x 34' 2"; Roll
ASTM D 6163,
Fire resistant, granule surfaced
weight: 90 lbs.
Grade G, Type I
SBS Modified Bitumen membrane
(I square)
with fiberglass mat reinforcement
for mop applications.
Flintlastic FR Cap T
39-3/8" x 34'2"; Roll
ASTM D6163
Granule surfaced SBS Modified
weight: 81 lbs.
Bitumen membrane with fiberglass
(1 square)
mat reinforcement for torch
application.
NOA No.: 13-0204.03
MIAMI•DADECOUNTY
... 6
Expiration Date: 06/19/14
Approval Date: 05/30/13
Page 2 of 32
Test
Product
Product
Dimensions'
Specification
Description
Flintlastic FR Base T
3.9-3/8" x 33'; Roll
ASTM D6163
Modified Bitumen, coated
Weight: 81tbs.
fiberglass base sheet for torch
(LO squares)
application.
Flintlastic FR Cap CoolStar
39 3/g" x 34' 2"; Roll
ASTM D 6163
Fire resistant, granule surfaced
weight: 90 lbs.
SBS Modified Bitumen membrane
(1 square)
with fiberglass mat reinforcement
for mop applications. Covered
with reflective CoolStar Coating.
Flintlastic FR Cap T
39 3/8" x 34' 2"; Roll
ASTM D 6163
Fire resistant, granule surfaced
CoolStar
weight: 90 lbs.
SBS Modified Bitumen membrane
(1 square)
with fiberglass mat reinforcement
for mop applications. Covered
with reflective CoolStar Coating.
Flintlastic GTA, GTA-FR
39 3/8" x 33' 3"; Roll
ASTM D 6222
Granule surfaced APP Modified
CoolStar
weight: 1-05 lbs.
Bitumen membrane with non -
(I square)
woven polyester mat reinforcement
for torch application. Covered
with reflective CoolStar Coating.
Flintlastic GMS/GMS
39 3/g" x 34' 2"; Roll .
ASTM D 6164
Granule surfaced SBS Modified
Premium CoolStar
weight: 100/105 lbs.
Bitumen membrane with non -
square)
woven polyester mat reinforcement
for mop application. Covered with
reflective CoolStar Coating.
Flintlastic FR-P/FR-P
39 3/8" x 34' 2"; Roll
ASTM D 6164
Fire resistant, granule surfaced
Premium CoolStar
weight: 105 lbs.,
SBS Modified Bitumen Membrane
(1 square)
with non -woven polyester mat
reinforcement for mop application.
Covered with reflective CoolStar
Coating. Covered with reflective
CoolStar Coating.
Ultra Poly SMS
36" x 64'4"
ASTM D 6164,
Smooth surfaced SBS Modified
(2 squares)
Grade S, Type I
Bitumen Membrane with non-
woven polyester mat reinforcement
for mop applications.
GlasBaseTm Base Sheet
36" x 98'9"; Roll
ASTM D 4601
Asphalt coated, fiberglass base
weight: 69 lbs.
UL Type G2
sheet.
(3 squares)
PolySMS Base Sheet
39 3/8" x 64' 4"; Roll
ASTM D 4601,
Modified Bitumen coated polyester
weight: 90 lbs.
Grade S, Type II
base sheet.
(2 squares)
UL Type G2
Yosemite® Buffer Base
36" x 32' 10"; Roll
ASTM D 3909
Mineral Surfaced fiberglass
Sheet
weight: 90 lbs.
ASTM D 4897
reinforced buffer sheet.
(1 square)
UL Type 30
Black DiamondTM Base
36" x 687'; Roll
ASTM D 1970
Self -adhering fiberglass reinforced
Sheet
weight: 78 lbs.
modified bitumen base sheet
(2 squares)
NOA No.: 13-0204.03
MIAMMADECOUNTY Expiration Date: 06/1.9/14
Approval Date: 05/30/t3
Page 3 of 32
APPROVED INSULATIONS:
Product Name
FlintBoard ISO
ACFoam -[I
High Density Wood Fiberboard
Perlite Insulation
DensDeck, DensDeck Prime
H-Shield
ENRGY 3, ENRGY 3 25 PSI
Multi -Max FA-3
TABLE2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Wood fiber insulation board
Perlite insulation board
Water resistant gypsum board
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Manufacturer
(With Current NOA)
CertainTeed Corporation
Atlas Roofing Corporation
Generic
Generic
Georgia Pacific Gypsum LLC
Hunter Panels LLC
Johns Manville Corp.
RMax Operating, LLC
APPROVED FASTENERS:
TABLE3
Fastener
Product
Product
Manufacturer
Number
Name
Description
Dimensions
(With Current NOA)
1.
Dekfast 12 & 14
Insulation fastener
SFS [ntec, Inc.
Fastener
2.
Dekfast Galvalume
Galvalume AZ50 steel plate
2 7/8" x 3 -A"
SFS Intec, Inc.
Steel Hex Plate
3.
OMG #12 & #14
Insulation fastener
OMG, Inc.
Roofgrip Fasteners
4.
OMG 3 in. Round
3" round galvalume AZ50
3" round
OMG, Inc.
Metal Plates
steel plate
5.
Trufast #12 DP
Insulation fastener for wood
Altenloh, Brinck & Co.
Fastener
and steel decks
U.S., Inc.
6.
Trufast 3" Metal
Galvalume steel plate
3" round
Altenloh, Brinck & Co.
Insulation Plate
U.S., Inc.
7.
Trufast 3" TL
Galvalume steel plate
3" round
Altenloh, Brinck & Co.
Insulation Plate
U.S., Inc.
8.
Dekfast 15 HS
Coated, carbon steel
Various
SFS Intec, Inc.
fastener
9.
Trufast #15 EHD
Coated, carbon steel screw
various
Altenloh, Brinck & Co.
Fastener
U.S., Inc.
10.
Trufast # 14 HD
Coated, carbon steel screw
various
Altenloh, Brinck & Co.
Fastener
U.S., Inc. .
11.
Trufast 2" Metal Seam
Galvalume steel stress plate
2" round
Altenloh, Brinck & Co.
Plates
U.S., Inc.
MIAMI•DAD=COUNTY=
NOA No.: 13-0204.03
Expiration Date: 06/19/14
Approval Date: 05/30/13
Page 4 of32
EVIDENCE SUBMITTED:
Test Agency/Identifier
Name
Report
Date
Factory Mutual Research Corp.
FMRC 4470
J.1. 3Y8A LAM
03/23/96
Underwriters Laboratories, Inc.
UL 790
R11656
01/11/13
United States Testing Company
ASTM D 5147
97457-4
06/03/88
ASTM D 5147
97-457-2R
12/02/87
Momentum Technologies, Inc.
ASTM D 4601
AX31G81)
09/05/08
ASTM D6164
AX3lG8F
06/05/09
ASTM D6222
AX31G8G
06/OS/09
ASTM D 3909/ D 4897
AX31G8C
09/OS/08
TrinityjERD
TAS 114(J)
93507.08.99-1
04/18/01
TAS 114(J)
93514.02LAB
11/11/02
TAS 117 (B)
3503.10.06
10/10/06
TAS 117 (B)
06490.04.07-R1
06/27/07
TAS 114 (H)
Letter
04/05/06
TAS 114
3533.01.06
01/06/06
TAS 114
3521.07.04
07/29/04
TAS 117 (B)/ ASTM D 6862
C8500SC.11.07
11/30/07
TAS 114
C8370.08.08
08/19/08
ASTM Physical Properties
C10080.09.08-R4
03/25/10
ASTM 136164/134798
C31410.01.11-2
01/10/l 1
ASTM D4601
C40050.09.12-1
09/28/12
ASTM D1970
C40050.09.12-2
09/28/12
ASTM D5147/134798
C31410.10.10-R1
11/01/12
ASTM D5147/D4798
C31410.01.11-1-R1
11/01/12
PRI Construction Materials
ASTM D6163
CTC-032-02-01
01/22/08
Technologies LLC
ASTM D6163
CTC-066-02-01
08/09/11
ASTM D6164
CTC-068-02-01
08/09/11
ASTM D6222
CTC-070-02-01
08/09/11
ASTM 136164/134798
CTC-093-02-01
08/09/11
ASTM D2178
CTC-122-02-01
03/13/12
ASTM D2178
CTC-123-02-01
03/13/12
ASTM D4601
CTC-127-02-01
03/13/12
ASTM D6163
CTC-128-02-01
06/11/12
ASTM D6163
CTC-129-02-01
06/11/12
ASTM D6164
CTC-132-02-01
06/11/12
NOA No.: 13-0204.03
MIAMI•DADECOUNTY Expiration Date: 06/19/14
Approval Date: 05/30/13
Page 5 of 32
Membrane Type: APP MODIFIED
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type E(3): Base sheet mechanically fastened.
All General and System Limitations apply.
Base Sheet: One ply of All Weather/Empire Base Sheet, Glas Base or Flintglas Premium Ply
Sheet (Type VI) mechanically attached as detailed below.
Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and
approved tin caps 8"o.c. in the lap and three rows staggered in the center of the
sheet 8"o.c.
Ply Sheet: (Optional ) One ply of All Weather/Empire Base Sheet, Ultra Poly SMS, Glas
Base, Flex -I Glas Base, Flex-] Glas FR Base or Poly SMS or one or more plies of
Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered
in a full mopping of approved asphalt applied within the EVT range and at a rate
of 20-40 lbs./sq. or one ply of Black Diamond Base Sheet self -adhered or
Flintlastic STA torch adhered.
Membrane: Flintlastic GTA, Flintlastic GTA CoolStar, Flintlastic GTA-FR or GTA-FR
CoolStar torch adhered to base/ply sheet.
Surfacing: (Optional) Any coating, listed below, used as a surfacing, must be listed within a
current NOA. Install one of the following:
1. 400-lb./sq. gravel or 300-lb./sq. slag in a flood coat of approved mopping
asphalt at an application rate of 60 lb./sq.
2. Karnak (#97 AF) Fibrated Aluminum Roof Coating, FlintCoat A-150, APOC
#212 Fibrated Aluminum Roof Coating at an application rate of 1 '/2 gal. /sq.
Maximum Design
Pressure: -52.5 psf (See General Limitation 97)
NOA No.: 13-0204.03
Expiration Date: 06/19/14
Approval Date: 05/30/13
Page 28 of 32
WOOD DECK SYSTEM LIMITATIONS:
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 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. [f 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" 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 tbs./sq.
Note: Spot attached systems shall be limited to a maximum design pressure of -45 psE
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. [f the fastener value,
as field-tested, are below 275 IbE 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 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 #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 9N-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
MIAMMADE COUNTY
NOA No.: 13-0204.03
Expiration Date: 06/19/14
Approval Date: 05/30/13
Page 32 of 32
1
MIAMI-DiADE
® 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 r (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miainidRde.gov/building/
Tamko Building Products, Inc.
220 West Fourth Street
Joplin, MO 64802
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 Cdunty) 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
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: TAMKO Roof Shingles
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 C lorida, and followed by
the expiration date may be displayed in advertising literature. If any portion of t e A - displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manu r its distributors
and shall be available for inspection at the job site at the request of the Building Offici
This revises NOA # 10-0831.05 and consists of pages 1 through 4.
The submitted documentation was reviewed by Alex Tigera.
NOA 223.11
Expiration ate: /01/15
Approval 2/11
f4
ROOFING ASSEMBLY APPROVAL
Catezory
Roofing
Sub-Cateeory:
Asphalt Shingles
Materials
Laminate
Deck Type:
Wood
SCOPE
This approves Tamko Heritage 30, Heritage, Heritage 50, Heritage Premium, Heritage XL, and Heritage
Woodgate Asphalt Shingles, manufactured by Tamko Building Products, Inc, as described in this Notice of
Acceptance.
PRODUCT DESCRIPTION
Product Dimensions Test
Specifications
Heritage 30 and Heritage 13 %4 " x 39 3/s" TAS 110
Heritage XL and Heritage 13 '/4 " x 39 3/g" TAS 110
Woodgate
Heritage 50 and Heritage 13 '/a " x 39 3/9" TAS 110
Premium
MANUFACTURING LOCATION
1. Dallas, TX
2. Tuscaloosa, AL
EVIDENCE SUBMITTED
Product Description
A heavy weight, dimensional asphalt shingle.
A heavy weight dimensional asphalt shingle.
A heavy weight, dimensional asphalt shingle.
Test Agency
Test Identifier
Test Name/Report
Date
Underwriters Laboratories, Inc
TAS 107
04CA44252
02/25/05
ASTM D3462
02NK33813
09/23/02
ASTM D3462
03CA14536
01/15/04
PRI Asphalt Technologies, Inc.
TAS 100
TAP-129-02-01
05/23/05
TAS 100
TAP-130-02-01
05/23/05
TAS 100
TAP-131-02-01
05/23/05
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 ft.
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.
NOA No.: 11-0223.11
Mu4taanaae COUNT r Expiration Date: 12/01/15
Approval Date: 05/12/11
Page 2 of 4
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".
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.: 11-0223.11
Expiration Date: 12/01/15
Approval Date: 05/12/11
Page 3 of 4
DETAIL A
HERITAGE 30, HERITAGE, HERITAGE XL, HERITAGE WOODGATE, HERITAGE56, AND
HERITAGE PREMIUM
All dimensions are in inches.
5TH COURSE
4TH COURSE
04'
3RD COURSE
2ND COURSE
23
1ST COURSE
29
Full
DETAIL B
HERITAGE 30, HERITAGE, HERITAGE XL, HERITAGE WOODGATE, HERITAGE50, AND
HERITAGE PREMIUM
13-1/4" X 39-3/8" LAMINATED SHINGLE
All dimensions are in inches
I0 39-3/8" `I
----------------j-------------------------.--------------------------------------
6-1/8"
END OF THIS ACCEPTANCE
MIAM!-DADE COUNTY
13-1/4"
5-5/8"
Exposure
NOA No.: 11-0223.11
Expiration Date: 12/01/15
Approval Date: 05/12/11
Page 4 of 4