HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Da SCANNED Permit Number: I SO — M55
BY
St. Lucie County
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578
PERMIT APPLICATION FOR: Roof
PROPOSED IMPROVEMENT LOCATION:
Address: 709 SAVANNAH ST
Commercial Residential X
Legal Description: INDIAN RIVER ESTATES -UNIT 06-BLK 20 E 1/2 LOTS 26 AND 27 (MAP 34/11 N) (OR 3584-1202)
Property Tax ID #: 3402-607-0179-000-1
Site Plan Name:
Project Name: BIRGENTHAL
Setbacks Front Back:
DETAILED DESCRIPTION OF WORK:
Right Side: Left Side:
Lot No. 26 & 27
Block No. 20
GABLE ROOF 6/12 PITCH & FLAT - TEAR OFF EXISTING 400 SQ FT FLAT ROOF DOWN TO
PLYWOOD, APPLY NEW BASE SHEET & INSTALL NEW MODIFIED BITUMEN ROOF
CONSTRUCTION INFORMATION:
Additional work to be performed under this permit— check all apply:
F]HVAC Gas Tank ❑Gas Piping _Shutters ❑ Windows/Doors
Electric ❑ Plumbing Sprinklers Generator Roof
Total Sq. Ft of Construction:400
Cost of Construction: $ JigsD, 00
S Ft. of First Floor: _
UtilitiesInSewer 0Septic
Building Height: 10FT
OWNER/LESSEE:
CONTRACTOR:
Name JACK BIRGHENTHAL
Name: CHARLES RICHARDS
Company: ALL AREA ROOFING
Address: 709 SAVANNAH ST
City: FORT PIERCE State: FL
Address: 3921 S US HIGHWAY 1
Zip Code: 34982 Fax:
City: FORT PIERCE State: FL
Phone No. 305-299-2585
Zip Code: 34982 Fax: 772-464-6600
E-Mail:
Phone No. 772-464-6800
Fill in fee simple Title Holder on next page ( if different
E-Mail: JENNIFER@ALLAREAROOFING.COM
State or County License: CCC1326177
from the Owner listed above)
If value of construction is $2500 or more, a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:
DESIGNER/ENGINEER: _ Not Applicable
MORTGAGE COMPANY: x Not Applicable
Name: FL ENGINEERING &TESTING, INC.
Name:
Address: 250 SW 13THAVE
Address:
City: POMPANO BEACH State: FL
City: State:
Zip: 33069 Phone: 866-781-6889
Zip: Phone:
FEE SIMPLE TITLE HOLDER: x Not Applicable
BONDING COMPANY: x Not Applicable
Name:
Name:
Address:
Address:
City:
City:
Zip: Phone:
Zip: Phone:
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commenoft work or recording vour Notice of Commencement. 11
of Owner/ Agent% Lessee
STATE OF FLORIDA
COUNTY OF ST. LUCIE
The forgoing instrument was acknowledged before me
this,_L0 day of 20 14 by
CHARLES RICHARDS
(Name of person acknowledging)
(Sign at a of ota y Publ c- ate of Florida )
Personal nown x OR Produced Identification
Type of Identification Produced
Commission No. FF125420
SONIA
"OtRevised 07/ 15/2014 I (40 3�-0153 EXP�REN ,May 21, 2018
Signature of Contractor/License Holder
STATE OF FLORIDA
COUNTY OF ST. LUCIE
The forgoing instrument was acknowledged before me
this 30 day of DECEMBER 20 14 by
CHARLES RICHARDS
(Name of person acknowledging)
"�6-7 �'
(S' nat re o Not y P blic State Florida )
Personally Known x OR Produced Identification
Type of Identification Produced
mmission No. FF125420
398-0153
SONIA DESTAFNEY
EXPIRES May 21. 2018
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE '
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
COMPLETE
INITIALS
0110812015 17:55 All Area Roof ~._ (FSX)772 464 6600 P.0011001
PIfanning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, Fl, 34982
772-462-2165 or 772-46 2-2172
Fax: 772-462-6443
ROOF INSPECTION AFFIDAVIT
Re: Permit##
A-6ensed as a(n)Contractor*/Engineer/Architect
(Please print name & circle license type) *FS468 Building Inspector
*General, sullding, Residents ! o oofing Co tractor or any individual certified under 468 ! 5- to make such an inspection.
did ersonall the roof deck nailing
On or about l � � p Y inspect p -- e
(Date
work at: "�" 5
(Job site address)
Based upon that examination I have determined the installation was done according to the Hurricane
-Manual- ( Based-on-553.844 F.S-�-
signature and Seal
�It-I/7'7
License #
STATE OF FLORN CA J
COUNTY OF
Sworn. and subscribed, before me this day of 20
by Uke& (4_,!5._ -- Jztd�. Who Is personally known to me or who has produced
Notary Public, State of f�la iaa
Signature of No'E ry� ' �
Commission Numbe : (Seal)
En 02/19/2011
yuNll h
.. SONIIADESTAFldI15Y RECEIVED JAN 08 2015
" MY COMMISSION OFF126420
EXPII4r;S May P-1, 2018
407} 088 01Fi� FlorldeNota SerVloe.aom
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY
FILE # 4022025 OR BOOK 3� PAGE 1946, Recorded 12/12/2014 at L3 PM
Doc Tax: $455.00
Prepared by and return to:
Amy Ng
Law Offices of Popkin & Rosaler, P.A.
1701 W. Hillsboro Blvd., Suite 400
Deerfield Beach, FL 33442
954-360-9030
File Number: 14-71838
Line For
This pe ial Warran� I�ee m e this � day of embeyeee nie Mn
National
Mort ge ssociation, whose. po t o ce:adess is P O. ox 6575265 Jack RBirgh nth l and Virginia K. Bi hen aand a d w fe whoss is 70rt Pierce,
FL 34 82, tee:(Whenever d herein a rms gran and gr teell the p es to thi instgal represeindividuals,
and the success and assigns of orations, ees
Witnesseth, that said grantor, for and in consideration of the sum TEN AND NO1100 DOLLARS (S 10.00) and other good
and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has
granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate,
lying and being in Saint Lucie County, Florida, to -wit:
THE EAST ONE-HALF OF LOTS 26 AND 27, BLOCK 20, INDIAN RIVER ESTATES, UNIT SIX,
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 57,
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
Parcel Identification Number: 3402-607-0179-000-1
D
T O: 7 nn
1. Zoni and e 1 ru , re and dinan
2. Restrictions, covenants, conditions, easemen and other matters of record.
Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining.
To Have and to Hold, the same in fee simple forever.
And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the
grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said
land and will defend the same against the lawful claims of all persons claiming by, through or under it, but not further
otherwise.
OR BOOK 3698 PAGE 1947
r I >
In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written.
Signed, sealed and delivered in our presence:
Fannie Mae A/K/A Federal National
Mortgage Association
by it's attorney in facw o ces of opkin &
By: Michael P kin
As its: Vice President
B virtue f that Limited ower of Attom
recorded 01/10/2014 in O.R. Book 50467,
Page 570 of the public Records of Broward
County, Florida.
State of Florida
County of Broward
The foregoing instrument was acknowledged before me this /0 day of December, 2014, by Michael Popkin, as Vice
President, of o kin & Ro is attomey ' ae al N gage
Associati , , on behalf of the c rpora ' n. He/she [XX perso ally known to me or as produ d a 'ver s lic se as
identifi tion. D
.WY Or s� Notary Public Stata of Florida
;4� t Cuilian Ng `
F` My Comm�sston EE134806
for n° EcP-s 0912912015 '
Printed Name:
My Commission Expires:
r
FLOP
FILE COPY
DATE: 12/30/14
ENGINEERING & TESTING, INC.
Phone: (866) 781-6889 *Fax: (866) 78=4-8550
m-ww.floridaengineeringandtesting.com
250 S.W. 13"' Avenue
Pompano Beach, FL 33069
JOB ORDER #: 14-4034
CLIENT: All Area Roofing
ADDRESS: 3921 S. US Highway 1 Fort Pierce, Florida 34982
PROJECT: Flat Wood Non -Insulated Roof Deck
ADDRESS: 709 Savannah Street Fort Pierce, Florida
FBC 2010/ASCE 7-10 DESIGN PRESSURE CALCULATIONS
Project Information:
Height = 9' Exposure: C Basic/Ultimate Wind Speed: Vint=170 mph
Length = 42' Category: II Nominal Wind Speed: Vasa=Vu1t*-v0.6
Width = 9' Slope: < 7° (asd = allowable strength design)
Parapet Wall: N/A KZ = 0.85, Kzt =1.0, Kd = 0.85
Design Calculations:
Velocity Pressure: q = 0.00256*KZKztKdV2
Velocity Pressure („ lt): 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*v0.6)2] = 32.07 psf
Width of Pressure Coefficient: 0.1(9') = 0.9'
0.4(9') = 3.6' } use: 3'0"
Effective Wind Area: <1 Oft2
For parapet height three feet (3') or larger, zone three (3) shall be treated as zone two (2).
External Pressure Coefficient:
1)
GCP.1
= -1.0
2)
GCP2
= -1.8
3)
GCP3 =
-2.8
Internal Pressure Coefficient:
1)
GCPi = 0.18
Qrlalilj �A��i ✓ murance
Page 2, 12/30/14, Job Order # 1 �J34 _ All Area Roofing
Flat Wood Non -Insulated Roof Deck
709 Savannah Street; 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. #14-0224.03, System Type E(1), pg 12 of 16, 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 = 3'0"
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 Javidan, P. .
Florida Engineering & Testing, Inc.
Florida Reg. No. 60223
Certificate of Authorization No. 6923
x '"
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 S W 26 Street, Room 208
Miami, Florida 33175-2474
T (786)315-2590 F (786) 31525-99
NOTICE OF ACCEPTANCE (NOA) ww%v.miamidade.zov/eeonomy
CertainTeed Corporation
1400 Union Meeting Road, P.O. Box 1100
Blue Bell, PA 19422-0761
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 -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: 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 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 renews NOA#13-0204.03 and consists of pages 1 through 16.
The submitted documentation was reviewed by Alex Tigera.
MIAMI•DADE COUNTY
NOA No.: 14-0224.03
Expiration Date: 06/19/18
\ Approval Date: 04/.10/14
p1 JD Page 1 of 16
U ` 5
g
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 Type
Asphalt coated, fiberglass reinforced
Sheet
Roll weight: 861bs.
II
base sheet
(2 squares)
UL Type 15
Flex-I-GIasTM Base Sheet
36" x 98'9"; Roll
ASTM D 4601, Type
Modified Bitumen coated fiberglass
weight: 901bs.
II
base sheet.
(3 squares)
UL Type G2
Flex-I-GIasTM FR Base Sheet
39 3/8" x 50; Roll
ASTM D 6163,
Modified Bitumen coated fiberglass
weight: 90 lbs.
Grade S, Type I
base sheet.
(1.5 squares)
Flintglas® Ply Sheet Type IV
36" x 1647'; Roll
ASTM D 2178 Type
Fiberglass, asphalt impregnated ply
or VI
weight: 40/55 lbs.
IV or VI
sheet.
(5 squares)
UL Type G1
Flintlastic STA
39 3/8" x 33; Roll
ASTM D 6222,
Smooth surfaced APP Modified
weight: 90 lbs.
Grade S, Type II
Bitumen membrane with non -woven
(1 square)
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 11
Bitumen membrane with non -woven
(1 square)
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: 1001105 lbs.
Grade G, Type II
Bitumen membrane with non -woven
(1 square)
polyester mat reinforcement for mop
application.
Flintlastic FR,
39 3/8" x 34' 2"; Roll
ASTM D 6164,
Fire resistant, granule surfaced SBS
FR-P Premium
weight: 105 lbs.
Grade G, Type I
Modified Bitumen Membrane with
(1 square)
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 SBS
weight: 90 lbs.
Grade G, Type I
Modified Bitumen membrane with
(1 square)
fiberglass mat reinforcement for mop
applications.
CMIAMI-�DADECO=
NOA No.: 14-0224.03
Expiration Date: 06/19/18
Approval Date: 04/10/14
Page 2 of 16
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test
Product
Product
Dimensions
Specification
Description
Flintlastic FR Cap T
39-3/8" x 34'2"; Roll
ASTM D6163
Granule surfaced SBS Modified
weight: 81lbs.
Bitumen membrane with fiberglass
(1 square)
mat reinforcement for torch
application.
Flintlastic FR Base T
39-3/8" x 33'; Roll
ASTM D6163
Modified Bitumen, coated fiberglass
Weight: 81lbs.
base sheet for torch application.
(1.0 squares)
Flintlastic FR Cap CoolStar
39 3/8" x 34' 2"; Roll
ASTM D 6163
Fire resistant, granule surfaced SBS
weight: 90 lbs.
Modified Bitumen membrane with
(1 square)
fiberglass mat reinforcement for mop
applications. Covered with reflective
CoolStar Coating.
Flintlastic FR Cap T CoolStar
39 3/8" x 34' 2"; Roll
ASTM D 6163
Fire resistant, granule surfaced SBS
weight: 90 lbs.
Modified Bitumen membrane with
(1 square)
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: 105 lbs.
Bitumen membrane with non -woven
(1 square)
polyester mat reinforcement for torch
application. Covered with reflective
CoolStar Coating.
Flintlastic GMS/GMS
39 3/8" x 34' 2"; Roll
ASTM D 6164
Granule surfaced SBS Modified
Premium CoolStar
weight: 100/105 lbs.
Bitumen membrane with non -woven
(1 square)
polyester mat reinforcement for mop
application. Covered with reflective
CoolStar Coating.
Flintlastic FR-P/FR-P Premium
39 3/8" x 34' 2"; Roll
ASTM D 6164
Fire resistant, granule surfaced SBS
CoolStar
weight: 105 lbs.
Modified Bitumen Membrane with
(1 square)
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.,
NOA No.: 14-0224.03
Expiration Date: 06/19/18
Approval Date: 04/10/14
Page 3 of 16
I -z
GlasBaseTm Base Sheet 36" x 98'9"; Roll ASTM D 4601 Asphalt coated, fiberglass base sheet.
weight: 69 lbs. UL Type G2
(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 Sheet 36" x 32' 10"; Roll
ASTM D 3909
Mineral Surfaced fiberglass reinforced
weight: 90 lbs.
ASTM D 4897
buffer sheet.
(1 square)
UL Type 30
Black DiamondTm Base Sheet 36" x 68'7"; Roll
ASTM D 1970
Self -adhering fiberglass reinforced
weight: 78 lbs.
modified bitumen base sheet
(2 squares)
APPROVED INSULATIONS:
Product Name
FlintBoard ISO
ACFoam -II
High Density Wood Fiberboard
Perlite Insulation
DensDeck, DensDeck Prime
H-Shield
ENRGY 3, ENRGY 3 25 PSI
Multi -Max FA-3
APPROVED FASTENERS:
Fastener Product
Number Name
l . None
TABLE 2
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
TABLE 3
Product
Description
N/A
Manufacturer
(With Current NOA)
CertainTeed Corporation
Atlas Roofing Corporation
Generic
Generic
Georgia Pacific Gypsum LLC
Hunter Panels LLC
Johns Manville Corp.
RMax Operating, LLC
Manufacturer
Dimensions (With Current NOA)
None N/A
NOA No.: 14-0224.03
Expiration Date: 06/19/18
Approval Date: 04/10/14
Page 4 of 16
EVIDENCE SUBMITTED:
Test Agency/Identifier
Name
Report
Date
Factory Mutual Research Corp.
FMRC 4470
J.I. 3Y8A1.AM
03/23/96
FMRC 4470
J.I. OD3A3.AM
04/04/97
FMRC 4470
J.I. 2DOAO.AM
12/23/98
FMRC 4470
J.I. 1D7A4.AM
11/09/98
Underwriters Laboratories, Inc.
UL 790
R11656
01/11/13
United States Testing Company
ASTM D 5147
97457-4
06/03/88
ASTM b 5147
97-457-2R
12/02/87
Momentum Technologies, Inc.
ASTM D 4601
AX31G813
09/05/08
ASTM D6164
AX31G8F
06/05/09
ASTM D6222
AX31G8G
06/05/09
ASTM D 3909/ D 4897
AX31G8C
09/05/08
TrinitylERD
TAS 114(J)
93504.06.01-1
06/05/01
TAS 117 (B)
3503.10.06
10/10/06
TAS 117 (13)
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
01/10/11
ASTM D4601
C40050.09.12-1
09/28/12
ASTM D1970
C40050.09.12-2
09/28/12
ASTM 135147/134798
C31410.10.10-R1
11/01/12
ASTM 135147/134798
C31410.01.11-1-R1
11/01/12
ASTM D4798
C31410.01.11-2A-R1
02/21/13
ASTM D4798
C31410.12.13
12/05/13
ASTM D6222
C40050.12.13
12/05/13
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
ASTM D6164
CTC-162-02-01
05/09/13
ASTM D6164
CTC-161-02-01
05/09/13
ASTM D6162
CTC-183-02-01
10/02/13
ASTM D6164
CTC-190-02-01
12/02/13
NOA No.: 14-0224.03
MIAMI•DAD6COUNTY Expiration Date: 06/19/18
Approval Date: 04/10/14
Page 5 of 16
Membrane Type:
Deck Type 111:
APP Modified
Wood, Non -Insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type E(1): 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 -I 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-TT-A, 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. 400-1b./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, F1intCoat A-150, APOC #212
Fibrated Aluminum Roof Coating at an application rate of 1 '/z gal. /sq
Maximum Design
Pressure: -52.5 psf. (See General Limitation #7)
NOA No.: 14-0224.03
Expiration Date: 06/19/18
Approval Date: 04/10/14
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WOOD DECK SYSTEM LIMITATIONS:
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. 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" 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 lbs./sq.
Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as
tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below
275 IV. 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 I I I 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 61 G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 14-0224.03
Expiration Date: 06/19/18
Approval Date: 04/10/14
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