HomeMy WebLinkAboutProduct Approval TYPICAL DETAILS
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'11 IS Home { Log In User Registration Hot Top16 ` Submit Surcharge j Stats&Facts l Publications FBC Staff i SCIS Site Map i unks J' Search {
SusiQncees
Professi l roduct Approval
USER:Public User
Ret�uiaton � `x
,Product Approval Menu>Product or Application Search>Application List>Application Detail
V
FL# FL9487-R4
Application Typo' Revision
Code Version 2014 O
I�
Application"Status Approved
ry
Comments
Archived
VVV
Product Manufacturer Tarco Roofing
Address/Phone/Email One Information Way
Suite 225
Little Rock,AR 72202
(254)913-7750
smohseen@tarcoroofing.com
Authorized Signature Shaik Mohseen
smohseen@tarcoroofing.com i
Technical Representative Shaik Mohseen
Address/Phone/Email 2403 Taylors Valley Road
Belton,TX 76513 "
(254) 913-7750
smohseen@tarcoroofing.com
Quality Assurance Representative
Address/Phone/Email
i
Category Roofing
Subcategory Modified Bitumen Roof'System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
1.
Florida Professional Engineer '
Evaluation Report Hardcopy-Received
r !il
Florida Engineer or Architect Name who developed Robert J.M. Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance-Contract Expiration Date 10/13/2017
Validated By John W. Knezevich, PE
!
Validation Checklist- Hardcopy Received
i
'Certificate of Independence FL9487 R4 COI 2015 01 COI Ni ml�en Reif
u
.Referenced Standard and Year(of Standard) Standard I Year
ASTM D226 2006
ASTM D6163 2000
ASTM D6164 2005
FM 4470 in 1992
FM 4474 2004
Equivalence of Product Standards 'I
Certified By
!
III
Sections from the Code
i
Product Approval Method Method 1 Option D.
Date Submitted 12/17/2015
Date Validated 12/17/2015
bate Pending FBC Approval 12/21/2015
Date Approved 02/10/2016
i
Summary of Products
FL# Model,Number or Name' Description
9487.1 LeakBarrier EasyStick Modified ' Self-Adhering Modified Bitumen Roof Systems
Bitumen Roof Systems
Limits of Use Installation Instructions
Approved for use in HVHZ:No EL9487 R4 IT 200 1' ER TARCO MOS SBS 9487-
Approved;for use outside HVHZ:Yes R4.odf
Impact Resistant: N/A Verified:By: Robert).M. Nleminen PE-59166
Design Pressure:+N/A/-135 Created by Independent Third Party:Yes
Other.1.)The design pressure In this application Evaluation Report's i
relates to one particular assembly over concrete deck. FL 9487 R4 AE 02?5 12 F1 F� TARCO MODBrr SBS 487
Refer to the ER Appendix for other systems and deck R4.odf
types.2.)Refer to ER, Section 5'for other Limits of Created by Independent Third,Party: Yes
Use.
!
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Contact Us::1940 North Monroe Street;Tallahassee Fl.3234999 Phone:850-487-1824
The State of Florida is an WEED employer.Copyright 2007-1013 State of Flonda.::.Privacvl.Statement::iAccessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response,to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.'must provide,the Departinent with an email address if they have
one.The ernalls provided may be used for official communicabon with the licensee.However email addnesses are public iecord.If you do not wish to supply a
persona)address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter
455,F.S.,please click JIM.
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MIAMI• DE MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
DEP OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street Room 208
BOARD AND CODE ADMINISTRATION DIVISION k Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) �v".miamidade.eov/ecanomy
Sun-Tek Manufacturing,Inc.
10303 General Drive
Orlando,FL 32824
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
(AM.
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. ff 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. ''l
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: ISFG Skylight System
APPROVAL DOCUMENT: Drawing No. STI-00000298,titled"ISFG",sheet 1 &2 of 2,prepared by Sun-Tek
Manufacturing,Inc.,dated August 07,2007,last revision#A dated May 04,2015,signed and sealed by James D.
Wells, Jr., P.E., on May 04, 2015, bearing the Miami-Dade County Product Control Revision stamp with the
Notice of Acceptance number and the expiration date by the Miami Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label*with the manufacturer's 'name or logo, city, state,
model/series and the 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 Red and there has been no
change in the applicable building code negatively affecting the performance of this product_
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA It 13-1028.05 and consists of this page 1, evidence submitted pages E-1,E-2, &E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S.
` NOA No.15-0513.10
MIAM4DADE COUNTY W. Expiration Date: 10/31/2018
Approval Date: 09/03/2015
og03 Zo/5; Pagel
Sun-Tek Manufacturing,Inc
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
I. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#07-0425.04
A. DRAWINGS
1. Drawing No STI-00000298-SHT11SRT2, titled "ISFG sheet I & 2 of 2,pr-e
pared
by Sun-Tek Manufacturing, Inc, dated 06104107 with last revision dated'08107107,"
signed and sealed by James D. Wells,Jr., P.E.
B. TESTS(submitted under NOA#02-0618.06)
1.. Test Report on Large Missile Impact Test per PA 201, Cyclic!Wind Pressure Test per
PA 203 and Uniform Static Air Pressure Test per PA 202 of'Insulated" Glass Skylight
with Polycarbonate Inner Liner" prepared by National Certified Testing
Laboratories, Report No. 210-2760-1, 2 &3, dated 01122102,:signed and sealed by B.
Portnoy,P.E.
C. CALCULATIONS
1. Anchor Calculations for affachment.of skylight to curbing and curbing to decking
dated 08113107, signed and sealed by James D. Wells, Jr.,RE
D. MATERIAL CERTIFICATIONS (submitted under NOA#02-0618.06)
1. Test report on Rate ofBurning per ASTMD635 of Geon 874 ,,,"6 White 141
Exterior, 0.137 inch,prepared by Commercial Testing Company, Report No. 01-
11293, dated 11129101, signed by J Jackson.
2.. Test report on Self Ignition Temperature per ASTMD1929 of Geon 87416 White
141 Exterior,prepared by Commercial Testing Company, Report No. 01-11292,
dated 11129101, signed by J Jackson
E. STATEMENTS (submitted under NOA#02-0618.06)
1. Code compliance letter issued by Product Technology Corporation. on 09127102,
signed and sealed by R. J Quiroga P.E.
F. OTHER
1. NOA renewal request letter issued by Sun-Tek Manufacturing, Inc., dated 08116107,
James Feudner.
2. EVIDENCE, SUBMTTED UNDER PREVIOUS APPROVAL#11-06,01.02
A. DRAWINGS
1. Drawing No. STI-00000298-SRT11SHT2, titled "ISFG", sheet I &2 of 2, prepared
by Sun-Tek Manufacturing, Inc, dated August 07, 2007,:,,last revision #A dated
October 14, 2011, signed and sealed by James D- Wells,Jr.,i P.E.
LA I
&retntj�A.Makar,P.E.,Mg.
—
Product Control Section Supervisor
NPA No.15-0513.10
Axpiration Date: I0/31/2018
Approval Date: 09/03/2015
E-1
ill
I
Sun-Tek Manufacturine,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. Test Addendum for Test Report NCTL 210-2760-1, prepared by national Cert f ed
Testing Laboratories, dated October 17, 2011, certifying the interlayer thickness,
signed by Mark Bennett, Manager of Testing Services.
C. CALCULATIONS
1. None.
I
D. QUALITY ASSURANCE
-1. By Miami-Dade County Department of Permitting, Environment, and Regulatory
Affairs(PERA).
E. MATERIAL CERTIFICATIONS
1. None.
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#12-1011.15
A. DRAWINGS
1. Drawing No. STI-00000298, titled "ISFG", sheet 1i & 2 of 2, prepared by Sun-Tek
Manufacturing'Inc, dated August 07, 2007, last revision #A dated May 03, 2012,
signed and sealed by James D. Wells, Jr., P.E.
B. TESTS
1. None.
I.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHERS
I �,I
1. A compliance letter;prepared by.J&L Wells Consulting LLC, dated April 25, 2012,
certify compliance with FBC 2010 edition, sign&sealed by James D. Wells, Jr.,P.E.
2. Verification testing to be performed per letter from National Certified Testing
Laboratories, dated September 18, 2012, signed by Christopher Bennett.
I
I
Helmy A.Makar,P.E.,M.S.
Product Control Section Supervisor
II NOA No.15-0513.10
Expiration Da te: 10/31/2018
Approval Date: 09/03/2015
E-2
I
I;
I
y _
Sun-Tek Manufacturing,Inc.
I
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED I
4. EVIDENCE SUBMP 7ED UNDER PREVIOUS APPROVAL#134028.05
A. DRAWINGS
1. Drawing No. STI-00000298, titled `ISFG". sheet 1 & 2 of'Z, prepared by Sun-Tek
Manufacturing, Inc., dated August 07, 2007, last revision #A dated August 15, 2013,
signed and sealed by James D. Wells, Jr., P.E., on February 07, 2014.
B. TESTS
1. Test Report on Large Missile Impact Test per PA 201, Cyclic'Wind Pressure Test-per
PA 203 and Uniform Static Air Pressure Test per PA 202 of"Insulated Glass Skylight
-with Polycarbonate Inner Liner"' prepared by National Certified Testing
Laboratories, Report No. 210-3915-01, dated 08/27/2013;; signed and sealed by
Gerard Ferrara, P.E.
C. CALCULATIONS
1. Anchor Calculations for attachment of skylight Model ISFG to Decking, dated
1010312013, signed and sealed by James D. Wells, Jr.,P.E.
D. QUALITY ASSURANCE
1. By Miami Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. Bill of Material and Components Die Drawings.
5. NEW EVIDENCE SUBMITTED 4
A. DRAWINGS
1. Drawing No. STI-00000298, titled "ISFG", sheet 1; & 2 of 2, prepared by Sun-Tek
Manufacturing, Inc., dated August 07, 2007, last revision #A dated May 04, 2015,
signed and sealed by James D. Wells, Jr., P.E., on May 04, 2015.
B. TESTS
1. None.
.C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE it
1. By Miami Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
C'Relmy A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No.15-0513.10
Expiration Date: 10/31/2018
Approval Date: 09/03/2015
E-3
PART NAME:ISFG SKYLIGHT ASSEMBLY I FILE NAME:Z:\DWG\DWG\ACAD 2000 DRAWINGS\DADS COUNTY ISFG STI-00000298-SHT1 I SHEET 1 OF 2 DWG.NO.STI-0000029B.SHT1
STI-215 DECO COVER 0.075 6063 T6 ALUM 17132"GLASS BITE
1/8"OUTBOARD DSB TEMPERED STI-214 DECO RING MITERED AND
SILICONE BEDDING(CONTINUOUS) 1/8"INBOARD GLASS DSB TEMPERED WRAP AROUND 0.050 6063 T6 ALUM.
STI-6 GLASS GASKET EPDM -__ _
(CONTINUOUS) INSULATED AIR SPACE STI-205 CMG FRAME 0.060 MITERED
0 ARGON GAS FILLED AND WELDED 6063 T6 ALUM.
STI-401 WOOD LINER 1.164.935"
-=(CONTINU,OUS) _ - SWIGGLE SPACER(0.6 5)
#8-32 PHILLIPS PAN HD SCREW AND HEX NUT
7 PER LONG SIDE 7 PER SHORT SIDE �-
.177 POLYCARBONATE SHEET SILICONE SEAL TOP AND BOTTOM
PALRAM PALSUN — (CONTINUOUS)_
BUTYL 3 RINGS OF SEALANT STI-300 PVC LINER STI-207 HSF SUB-FRAME MITERED AND
0 a BENEATH FLANGE(CONTINUOUS) GEON 87416 WHITE WELDED 0.075 6063 T6 ALUM.
O AROUND PERIMETER OF FLANGE 141 EXTERIOR
LU (CONTINUOUS)AND ON TOP OF EACH
vRooucrmisLD
Z Q FLANGE SCREW AIR SPACE OR mmmPlyixdhUw FlaiiC
DADE COUNTY APPROVED e iune No -05 .1 o #8 X 1"PHILLIPS PAN HEAD
'v SHINGLES EXPANDED POLYSTYRENE INSULATION °"D 18 SCREW, (9)PER SIDE
(SEE NOTE 1) m uuueic�nun
ROOF DECK mina"thick
FA
DESIGN PRESSURE RATING+/-80 PSF. FA
LARGE MISSILE IMPACT RESISTANCE
Engineer of Record `���op'VIDi
James D.Wells,Jr.,P.E. o S%% V►OIAIIf�'�''�
Engineer No.53616 NOTE:
Professional En
9
(1)ALL ROOFING DETAILS SHALL COMPLY WITH r o.53616 a:=
CHAPTER 15 OF THE FLORIDA BUILDING CODE 2014 editiony�
AL Wells Consulting LLC (2)4"MINIMUM DISTANCE FROM ANGLE LIP TO ROOF G ��1(
S Il V.1F
1453 Arbitus Circle SURFACE IS FOR SHINGLE OR B.U.R.WITHOUT E �'�,� �,.'�oRiot-
Oviedo,FI.32765 INSULATION.FOR IN AND TILE ROOF ADD
TILE HEIGHT AND INSULATION THICKNESS TO 4".
(407)496-5489 (3)ANCHORS TO BE MADE FROM NON-CORROSIVE MATERIAL �rr1r111►1��\�
Certificate Of Authorization COMPATIBLE WITH ALUMINUM. RAFTER OR TRUSS
No.27.162 (4)NO ONE-THIRD INCREASE IN THE DESIGN PRESSURE WAS USED.
(5)TESTED TO TAS 201,TAS 202 AND TAS 203.
REVISION: REVISION: PRODUCT NAME: I S FG SUN-TEK MANUFACTURING INC':
REVISION MADE ON SHT.2 OF 2 ,
e esD D = 06107\07 Y:jWf DATE; 8/15/2013 DRAWN BY: JWF DATE:08/15/201 DWG. NO.STI-00000298-SHT1 I REV. A 10303 GENERAL DRIVE ORLANDO,FL 32824
PART NAME:ISFG SKYLIGHT PLAN VIEW I FILE NAME:Z:\DWG\DWGV\CAD 2000 DRAWINGS\DADE COUNTY ISFG STI-00000298-SHT2 I SHEET 2 OF 2 1 DWG.NO.STI-00000298-SHT2
54.5 STI-214 DECO RING MITERED A40� _
--
tip to tip O AROUND 0.050
t},QQQ r25
,�_ 4.��0—� O STI-215 DECO COVER 0.075 6063 T6 ALWJ611
5.8125 58125 O SILICONE BEDDING(CONTINU
5 8 5 12� STI-6 GLASS GASKET EPDOUTBOARD DSB TEMPERED
(CONTINUOU
-
STI-401 WOOD LINERSWIGGLE SPACER(0.625')
(CONTINUOUS)
STI-205 CMG FRAME 0.060 MITERED AND8ULA A A R LE CE
5.8125 h WELDED CORNERS 6063T6 ALUMARGON GAS FILLED
I� /18.32 X AND HEX NUT
)D SCREW
—
UT 7 PER SIDE 7
IN
BOARD GLASS DSB TEMPER
FASTENERS SKYLIGHT -- _ -
----SILICONE O E•TIN SEAL-TOPTO DECK#8 X 1"(9)PER SIDEAND BorroM(coNnNuo
STI-207 HSF SUB-FRAME MITERED .177 POLYCARSONATE SHEET
AND WELDED CORNERS 0.075 PALRAM PALSUN
p n- 6063 T6 ALUM
I ISFG 4949 I O 0-1
3 RINGS OF BUTYL SEALANT AIR SPACE OR
O w BENEATH FLANGE(CONTINUOUS) DADE COUNTY APPROVEb
I r — ►� z Q AROUND PERIMETER OF FLANGE INSULATION
SYME RICAL C O (CONTINUOUS)AND ON TOP OF EACH STI-300 PVC LINER
6 O FLANGE SCREW
to
O v SHINGLES
(SEE NOTE
t� 08 X 1"PHILPS PA ` 53816
FASTENERS SUB-FRAME TO FRAME SCREW(9)PER SIDE
Z min.protrusion �O/s f0
OF
r ROOF DECK ii"min thickness ���� NRtpP
RAFTER OR TRUSS ��/i�)NA4\�\\\�``
4"MININUM LIP TO FASTENER SCHEDULE SKYLIGHT TO DECK FASTENER SCHEDULE
ROOF SURFACE A #8 X V PAN HEAD SUB-FRAME TO FRAME
O SCREWS A8 32 X 3/4"WITH HEX NUttL
tY OPER PER PER PER
DESIGN PRESSURE RATING+/-80 PSF, O V tip to tip MODEL LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE=
LARGE MISSILE IMPACT RESISTANCE N Engineer of Record 50.5x54.5 4949 9 9 7 7
NOTE: James D.Wells,Jr.,P,E. 51SX51.5 4646 8 8 7 7
•(1)ALL ROOFING DETAILS SHALL COMPLY WITH Professional Engineer NO.53616 39.&n 3349 9 6 7 5
CHAPTER 15 OF THE FLORIDA BUILDING CODE 2014 edition PRODUCT Ruv1sGD 3&.5x35.5 3333 s 6 5 5
0Complyingw6htheFlorida 3.505..5 3046 8 6 7 5
(2)4"MINIMUM DISTANCE FROM ANGLE LIP TO ROOF DwIdinscode 3s as.5 3030 s s 5 5 __
SURFACE IS FOR SHINGLE OR B.U.R.WITHOUT A�p1m,mNo - S 3•/o J&L Wells Consulting LLC 50.5x54.5 2549 9 5 7
Z°/8 1453 Arbitus Circle 30.&3U 2533 6 5 5 4
INSULATION.FOR INSULATION AND TILE ROOF ADD 30.5x3°.5 2525 5 5 4 4 —
TILE HEIGHTAND INSULATION THICKNESS TO 4". ,� �,"�,�nn°n. Oviedo, FI.32765 27.5x51.52246 8 5 7 4
(3)ANCHORS TO BE MADE FROM NON-CORROSIVE MATERIAL (407)496-5489 27.&33.5 2230 6 5 5 4
COMPATIBLE WITH ALUMINUM. 27.5x27.5 2222 5 5 4 a
4)NO ONE-THIRD INCREASE IN THE DESIGN PRESSURE WAS USED.
Certificate Of Authorization 22.5x54.5 1749 9 a 7 3
( 22sx3es 1733 6 4 5 3
(5)TESTED TO TAS 201,TAS 202 AND TAS 203. No.27162 18.5x51.6 1448 8 4 7
19.5435.5 1430 6 1 4 1 5 1 3
'
RE 81 N: REsioN: PRODUCTNAME: ISFG SUN-TEK MANUFACTURING, INC,
BY: � DATE: 08/19/13
BY: DATE: DRAWN BY: JWF DATE: 10/14/201 DWG.NO.STI-00000298-SHT2 REV. A 10303 GENERAL DRIVE ORLANDO,FL 32824
F`Ii A ENGINEERING & TESTING, INC.
4
Phone: (866)781-6889 •Fax: (866) 784-8550
www.floridaengineei-ingandtesting.com
250 S.W.13th Avenue
Pompano Beach,FL 33069
DATE: 5/26/16 JOB ORDER#: i 16-1649
CLIENT: Freedom Roofers,LLC
ADDRESS: 5575 US 1 -Suite# 1 &2 Vero Beach,FL 32967
PROJECT: Eloph Residence Sloped Roof Deck(Slope: 4/12)
ADDRESS: 8506 Coquina Avenue Fort Pierce,FL
FBC 2014/ASCE 7-10 DESIGN PRESSURE CALCULATIONS
Proiect Information:
Mean Height=<15' Exposure: C Basic/Ultimate Wind Speed: Vult=170 mph
� P p p
Length= 50' Category: II Nominal Wind Speed: Vasd=Vuit*-V0•6
Width= 26' Slope: 4/12= 18.4° (asd=allowable strength design)
Parapet Wall: N/A Residential KZ=0.85, Kzt= 1'.'0, Kd=0.85
I'i
Design Calculations:
Velocity Pressure: q=0:00256*KZK tKdV2 II
Velocity Pressure (ult): q--0.00256(0.85)(1.0)(0.85)(170)2] =5145 psf
Velocity Pressure (.d): q=0.00256(0.85)(1.0)(0.85)(170*0.6)?!] =32.07 psf
Width of Pressure Coefficient: 0.1(26') = 2.6'
„I
0.4(15') = 6.0' } use: 3'0"
Effective Wind Area: <1 Oft2
External Pressure Coefficient: Internal Pressure'Coefficient:
1) GCP 1 = -0.9 1) GCP; = 0.18
2) GCP2 = -1.7
3) GCP3 = -2.6 it
Design Pressures Based on Vasd:
1) Field P1 = 32.07*[(-0.9)—(0.18)] _-34.6`psf
2) Perimeter P2 = 32.07*[(-1.7)—(0.18)],=-60.3'i,psf
3) Corners P3 = 32.07*[(-2.6)—(0.18)],=-89.2"psf
.��
i/r Q '°ys II
Quality *�A /.Issrirance
'1
z Page 2,5/26/16,Job Order#16-1649
Freedom Roofers,LLC-Eloph Residence YE, A
Sloped Roof Deck(Slope: 4/12)
8506 Coquina Avenue;Fort Pierce,FL:
Attachment Requirements: j
Based on the requirements of Florida Product Approval # 17796,:6, Table A with
maximum design pressures of -108.5psf and -156.5psf,' the following are our
recommended fastening patterns to attach the 26 ga. 5V Crimp Roof Panel to the
minimum 15/32 or greater thick plywood decking utilizing#9-15 x 1-1%2" WoodZac with
Zac Head with sealing washing through panel rib with 1/4" m mmum penetration through
plywood at the following fastener patterns and fastener spacing:
Zone(s) Field(1) , Perimeter(2) & Corners (3)
Max. Total Uplift _
Design Pressure -108.5 psf
Fastener Pattern Panel Rib
Fastener Row Spacing 12" O.C.
Notes: Corners and perimeter (edge, hip, &ridge) area dimension shall not be less
than a = 3'0" (Zone 2: Perimeter is a 310" wide strip, Zone 3: Corners
are 3'0" x 31011)
Our engineering attachment analysis is limited to uplift resistance only,
therefore, it does not include waterproofing or aesthetic concerns as
applicable.
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 2014 Edition.
i
Wind load calculations based on ASCE 7-10, iFBC 2014 and information
provided by client. Client is responsible for verifying exist"ting conditions as it
pertains to the above provided product approval.
All work shall be inspected by our field engineer(or authorized
representative) or a building department inspector to verify compliance
with specifications
Sincerely,
Mark A. Mesiano, P.E.
'Florida Engineering&Testing, Inc.
Florida Reg.No. 48202
Certificate of Authorization No. 6923
i
Florida Budding Code Online http:/Iwww-floridabuilding-org/pr/pr app dd.aspx?pWam=wGE...
U'�G
14
..v,...s`-_�_::._._::a._.,•'
^t BC15 Home ; lag In User RegLstratlon i Hot Topics t Submit Surcharge ' Sta[s&FacCs Putdlwtlons FBC Staff: BSS Site Map Links ' Search
Business'��;
Professional tjn= �'�P`blicUsa '
t � .{ Product Aooroval'Menv>Product or Application Search>Apoliration List>Appricatiotl Dotail
iE. jt'.�: FL FL10450-R7
Application Type Revision
Code Version 2014
Application Status Approved
Comments
ArchlVed
Woduct Manufacturer Tamo Roofing
Address/Phone/Email One Information Way
Suite 225
Little Rock,AR 72202
(254)913-7750
smohseen@tarcorooflng.com
Authorized Signature Shaik Mohseen
smohseen@tarcoroofing.com
Technical Representative Shaik Mohseen
Address/Phone/Email 2403 Taylors Valley Road
Belton,TX 76513
(254)913-7750
snohseen@tarcoroofing.com
Quality Assurance Representative Shalk Mohseen
Address/Phone/Emall 2403 Taylors Valley Road
Belton,TX 78717
(254)939-3775 Ext 210
smohseen@tarcoroofing.com
Category Roofing
Subcategory Underlayments j
Compliance Method
Evaluation Report from a Florida RegisteredlArchitect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen j
the Evaluation Report
Florida License PE-59166 j
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/13/2017
Validated By Sohn W.Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence '
Pe FLi0450 R7 COI 2015 01 COI Pfieminen odf
Referenced standard and Year(of Standard) Standard
Year
ASTM 01970 2009
ASTM D226 jl 2006
.f
1 of 2
4/19/16, 10:03 AM
IIi
Florida Building Code Onhne http:llwww-floc dabuilding.org/pr1Pi—app—OasK9-pmram—mwGE...
ASTM D3909 1997
ASTM D4869 2005
ASTM D6164 2005.
ASTM D6380 i 2003
FM 4474 2004
FRSA/TRI April 2012(04-12) 2012
TAS 103 1995
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
I ,
Date Submitted 12/17/2015 li
Date Validated 12/17/2015
Date Pending FBC Approval 12/21/2015
Date Approved 02/10/2016
Date Revised 04/18/2016
SummarV of Products
fir.-# Model,Number or Name Description
10450.1 Tared Roof Underiayments Roof underiayments for use in prepared'rtwf assemblies
Limits of rise Installation Instructions
Approved for use in HVHZ:No EL10450 0450 R7 11 2015 22 FINAL ER TARGO Fj} jERI AYMENTS FL10450-
Approved-for use outside HVHZ:Yes R7.odf i Ii
Impact Resistant:NIA Verified By:Robert Nieminen PE-59166
Design Pressure:+N/A/-217.5 Created by Independent Third Party:Yes,
Other.1.)The design pressure herein pertains Evaluation Reports
to one particular bonded underlayment PL10450 R7 AE2015 22 FfNAG ER TAR .O UNDERLAYMENTS Ft 10450-
application for use beneath adhesive-set the R7.ndf
systems.Refer to ER Section 5.6.2 for details, Created by Independent Third Party:Yes:
and other bonded underlayment systems.2.)
Refer to ER Section 5 for Limits of Use.
Beek NeXT
,Qn ct Us::AW North Monroe Street Tallabasspge r4.3 300 Phone:850-4§L-1824-
The State of Florida is an AAJEEO employer,QIlayrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility S cement::Refund statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released Ind response to a pubto-records request,do notaend electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any ou;sN .,please contact 850.487.1395.-Pursuant to section
A 45.275G13,Florida Statutes,effectNo October 1,2012,licensees licensed under chapter 455,F.S.musi'provide the Department with an entad address If they have
one.The emalls provided may be used for official communication with the licensee,however email addresses are public record:If you do not wish to supply a
personal address,please provide the Department with an emelt address which can be made available to the public.To determine if you are a itensee under.Chapter
455,F.S.,please click hM. °
ProductApprovat Acceplxt
® ;Ctrl: M II
SLi3{3'CIIFICC n;}iltlVrlr4:a' - ;
Il
io
I�
p2 of 2 4119116,10:03 AM
EXTER16,11 RESEARCH&DESIGN,LLC.
k j certificate of Authorization#9503
i.
353 CHRISTIAN STREET,UNIT#13
OXFORD,CT 06478
_tTRINIT"I ERR
i PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION.REPORT
Evaluation Report 10890.07.08-R7
Tarco,Roaring FL10450-117
One Information Way,Suite 271;
Date of Issuance:07/11/2008
Little Rock,AR 72202 Revision 7:12/17/2015
SCOPE:
'This Evaluation Report is issued under Rule 61G20-3 and the applicable rules, and regulations governing the use of
-construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,P.E.for
use of the product'under the Florida Building Code and Florida Building Code,Residential Volume.lume. The products described
herein have been evaluated for compliance with the e Edition(2014)Florida Building Code sections noted herein.
I)Escmpuclre Tarco Roof Underlayments
'L48EUNG: Labeling shall.be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED CompuANcE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes,or provisions of the Code that relate tol'the produ'l ct change. Acceptance of this
Evaluation Report I by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT. The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in Its entirety.
INspEcnoN:Upon'request,a copy of this entire Evaluation Report 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 Evaluation Report consists of pages I through 10.
Prepared by:
(TLTLtrtry "'
.......................................
J Thef=simue seal sppearinwm authortzed bVRoben Nleminen,
Robert LM.Nieminen,P.E.
P.E.on 22/27/2025.ThTs does not serve as an efectronleallysigned
Florida Registration No.59166,Florida DG4 ANE1983document signed,sealed hardoopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
L Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products.it evaluates.
2. Trinityl ERD is-not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Niernifien,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
,product.
S. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/Was used for permitting or design guidance unless retained
specifically for that purpose.
E -
y
ROOFING COMPONENT EVALUATION: j
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Tarco, have demonstrated compliance with the
following sections of the Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations/Conditions of.Use set forth herein.
2. STANDARDS:
Section Prope StandardI Year
1504.3.1 Wind Uplift FM 4474 2004
1507.2.3,1507.3.3,1507.5.3, Physical Properties ASTM D226 2006
1507.7.3,1507.8.3,1507.9.3
1507:2.311507.2.8,1507.4.5.1, Physical Properties ASTM D4869 2005
1507.4.5.2,1507.5.3,1507.5.3.2, 1
1507.7.3,1507.7.3.2,1507.8.3,
1507.8.3-2,1507.9.3,1507.9.3.2
1507.2.4,1507.2.9.2,1507.5.3, Physical Properties ASTM D1970 2009
1507.7.3
1507.2.9.2 Physical Properties ASTM D3909 1997
1507.Z9.2,1507.3.3 Physical Properties ASTM D6380 2003
1507.3.3 installation Practice FRSA/TRI April 2012,(04-12) 2012
1507.11.2 Physical Properties ASTM D6164 2005
1523.6.5.2.1 Physical Properties TAS 103' 1995
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) ASTM D6164 T6470.08.07-R1 08/30/2007
ERD(TST6049) FM 4474 T6460.06.07-R1 10/09/2007
ERD(TST6049) ASTM D1970 T30160.08.09 08/14/2009
ERD(TST6049) TAS 103 733190.08.10 08/06/2010
ERD(TST6049) ASTM D1970 T32530.08.10 08/17/2010
ERD(TST6049) FM 4474 T37610.07.11 06/29/2011
ERD(TST6049) ASTM D3909 T40780A4.12 04/0612012
ERD(TST6049) ASTM D6380 740790.04.12 04/06/2012
ERD(TST6049) TAS 103 T35410.04.12 04/18/2012
ERD(TST6049) ASTM D1970 T45250.04.13-R2 04/23/2013
ERD(TST6049) Physical Properties 743930.09.13-R2 E 09/11/2013
ERD(TST6049) Physical Properties TAR-SC9480.15 j 07/02/2015
ERD(TST6049) Wind-FM4470/4474 TAR-SC5670.14 12/03/2015
ERD(TST6049) Wind-FM4470/4474 TAR-SC8020.14 12/03/2015
PRI(TSTS878) ASTM D1970 BRY-018=02-01 08/11/2003
PRI(TST5878) ASTM D1970 1311Y-01702-01 08/11/2003
PRI(TSTS878) ASTM D226 TOT-014=02-02 OS/1812004
PRI(TST5878) ASTM D226 TOT-015-02-02 05/24/2004
PRI(TST5878) ASTM D6380 TOT-029-02-01 07/05/2005
PRI(TST5878) ASTM D4869 TOT-009-02-01 j` 09/14/2004
PRI(TST5878) ASTM D4869 TOT-009-02-02 09/14/2004
PRI(TST5878) ASTM D226 TOT-041'02-M 05/24/2006
Miami-Dade(CER1592) FBC HVHZ Certification 12-0420.02 10/03/2013
Tarco Roofing Adhesive compound Affidavit 12/1512015
UL,LLC.(QUA9625) Quality Assurance Service Canfirmatlon Exp.10/13/2017
Exterior Research and Design,LLC. �, Evaluation Report10880.07.08-R7
Mate of Auffinfilatim#9503 F110450-R7
Revision 7:12/17/2015
Page 2 of 10
li
�' .�f I�J�1�`I ERCT
4. PRODUCT DESCRIPTION:
4.1 Self-Adherina Underlayments:
4.1.1 LeakBarrier Fast90 Self-adhering Tile Underlayment is an asphalt-saturated organic felt coated on both,
sides with asphalt and surfaced on the tap side with mineral granules and,on the underside with a self-
adhering compound and release film. G
4.1.2 LeakBarrier MS300 Ice and Water Armor is a self-adhering, glass mat reinforced, mineral surfaced,SBS
modified roof underlayment.
4.1.3 LeakBarrier PS20e Ice and Water Armor is a self-adhering, glass mat reinforced, fabric surfaced, SBS
modified roof underlayment.
4.1.4 LeakBarrier PS200mu Ice and Water Armor is a self-adhering, glass mat reinforced,smooth poly film
surfaced;SBS modified roof underlayment.
4.1.5 LeakBarrier"NR5007 is a self-adhering,plastic film surfaced,modified underlayment.
4.1.6 LeakBarrier SS400 Ice and Water Armor is a self-adhering, fiberglass,"reinforced, smooth surfaced
modified underlayment.
4:2 Mechanically Fastened Underlayments:
4.2.1 Tarco 15 is an ASTM D226 Type 1,15 Ib asphalt-saturated organic felt
4:2.2 Tarco 30 is an ASTM D226 Type II,30 Ib asphalt-saturated organic felt
4.2.3 Tarco NO 30 is an ASTM D4869 Type II asphalt-saturated organic felt
4.2.4 LeakBarrier EasyLay is an asphalt-coated polyester fabric roof underlaymerrt.
4.3 Mechanically Fastened and/or Bonded Underlayments:
4.3.1 Fiberglass Mineral Surfaced Roll Roofing is an ASTM D3909, glass-fiber-reinforced, asphalt-coated,
granule surfaced underlayment used as a valley liner.
4.3.2 ASTM Organic Mineral Surface Tile Underlayment is an ASTM D6380,Class M asphalt-saturated organic
roll roofing sheet.
4.3.3 LeakBarrier EasyMop"'SBS is a polyester reinforced,SBS modified bitumen roofing underlayment.
S. LimrrAtiONS:
5.1 This is a.building code evaluation. Neither Trinity I ERD no Robert Nieminen, P.E. are, in any way, the
Designer of Record'for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
5.4 Tarco Roof Underlayments may be used with any prepared roof cover where the product is specifically
referenced within FBC approval'documents. If not listed,a request may beV made-to the AH1 for approval
based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop Tarco underlayments are follows:
TABLE'1, ROOF C01/ER OP110„
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal'" wood Shakes Slate
Shingles &Shingles
LeakBarrier Fast90 Yes Yes Yes
See 55.2 No Yes Yes
LeakBarrier MS300 Yes No No No Yes Yes
LeakBarrier PS200"T Yes Yes 5ee Y5e55 2 Yes q it Yes Yes
LeakBarrier PS200" Yes No No Yes ',, Yes Yes
i
Exterior Research and Design,LLC. Evaluation Report 10880.07.08-R7
Gir*cofe of Autharba.don A9503 F1.10450-117
Revision 7:12/17/2015
Page 3 of 10
I,
i'
I' I
I
'I
III
T it-11TV ERD
TABtE 1 `ROOF COVER.;11)pTIONS
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal ,I Wood Shakes Slate
Shingles &Shingles
LeakBarrier N11500"TNo No Yes ';r
Yes
(No copper or Yes Yes.
zinc)
LeakBarrier SS400 Yes No No _ 1 No Yes Yes
Yes Yes
LeakBarrier FasyLay Yes (as base sheet in (as base sheet in Yes Yes Yes
2-ply system) 2-piysystem) P
LeakBarrier EasyLay Yes Yes Yes Yes Yes Yes
UDL Basic or UDL 50 (See FL16884) (as base sheet In (as base sheet in (See FL16884
2-ply system) 2-ply system) ) (SeeFL16884) (SeeFL16884)
Tarco 15 Yes No No Yes Yes No
Yes Yes
Tarco 30 Yes (as base sheet in (as base sheet in Yes i Yes Yes
2-ply system) 2-ply system)
Tarco NO 30 Yes No No Yes Yes Yes
(double layer) (double layer) (double layer) (double layer)
Fiberglass Mineral Yes
Surfaced Roll Roofing Valley Liner per No No No i No No
1507.2.9.2(2)
ASTM Organic Mineral -
SurfaceTile Yes Yes Yes No i Yes Yes
See 5.5.2
Underlayment
Lea
SBS
kBarrier EasyMop Yes Yes See 2 No Yes Yes
5.5.1 Tarco 15,Tarco 30,Tarco NO 30 and Easyl-ay may be used as a mechanically attached base layer followed
by a LeakBarrier' self-adhering top layer or asphalt-applied ASTM Qrganic Mineral Surface The
Underlayment or LeakBarrier EasyMop SBS with allowable roof covers noted above for the respective top
layer underlayments. i� l
5.5.2 "Foam-On Tile" is limited to use of 3M 2-Component Foam Roof Tile Adhesive AH-160 (FL6332)
applications unless tensile adhesion / long term aging data from an accredited testing laboratory is
provided.
5.6 Allowable Substrates:
5.6.1 LeakBarrier self-adhering direct-bond to deck:
➢ New untreated plywood(unprimed or primed with ASTM D41 primer);',`I
➢ Existing plywood(unprimed or primed with ASTM D41 primer);
➢ New or existing OSB(unprimed or primed with ASTM D41.primer); !"
➢ Structural concrete(unprimed or primed with ASTM D41 primer).
Note: Tarco does not require priming of new or existing plywood or OSB sheathing. New or existing
plywood or OSB sheathing should be cleaned of all dirt.and debris prior:to application of LeakBarrier
membranes.
I II
ASTM Oreanic Mineral Surface Tile Underlayment or LeakBarrier EasyMop SBS Direct-Bond to Deck:
➢ ASTM D41 primed structural concrete.
Note:Refer to 5.6.4 for uplift limitations associated with direct-deck underlayment installations where the
overlying roof cover is foam-on tile roofing.
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5.6.2 Bond to Mechanically Attached Base Sheet:
LeakBarrier self-adhered to:
)0- ASTM D226,Type I or II felt;
> ASTM D4869 felt;
> LeakBarrier EasyLay.
ASTM Organic MineralSurface Tile Underiayment or LeakBarrier EasyMop SBS in hot asphalt to-
> ASTWD226,Type I or It felt;
> ASTM D4601,Type 11 base sheet.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on the systems,base layer shall be attached
per minimum requirements of FRSA/TRI April 2012(04-12).
5.6.3 LeakBarrier Self-Adhering'Bond to Other Substrate Types
> ASTM D41 primed metal(flashing metal,valley metal,etc.)
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Anl6lical FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on the systems,where
the underlayment forms part of the load-path. The following wind uplift limitations apply to underlayment
systems that are not,addressed in FRSA/TRI April 2012(04-12)and are ll, in foam-on tile applications.
Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads,
and reflects the ultimate passing pressure divided by 2 (the 2 to, 1 mall of,safety per FBC 1504.9 has
already been applied).Refer to FBC 1609 for determination of design wind loads.
5.6.4.1 Maximum Design Pressure=75.0 P
Deck: Min.15132-inch plywood to meet project requirements,to satisfaction of AHJ
Prime'r: (Optional)ASTM D41
Base Ply- (Optional)LeakBarrier PS200m0,self-adhered.
Underlayment: LeakBarrier PS20l self-adhered.
5.6.4.2 Maximum Design Pressure=-120.0 Psf:
Deck: Min.15/324nch plywood to meet project requirementsto satisfaction of AHJ
'Primer: (Optional)ASTM D41 i
Joint Treatment: Plywood joints are covered with 4-inch wide strips of LeakBarrier PS200mu or LeakBarrier EasyBase,
rolled into place to create continuous bond
-Base Ply: (Optional)LeakBarrier PS200mu I self-adhered
Underlayment: LeakBarrier PS20e,self adhered.
5.6.4.3 Maximum Design Pressure=-217.5
Deck: Structural concrete to meet project requirements to satisfaction of'AHI.
Primer: (Optional)ASTM D41
Base Ply: (Optional)LeakBarrier P5200mu,self-adhered
Underlayment: LeakBarrier P520e,self-adhered.
5.6.4.4 All other direct-deck, adhered Tarco underlayment systems beneath f6am-on tile systems carry a
Maximum Design Pressure of-45 psf.
5.6.4.5 Maximum Design Pressure=-45.0 PW
Deck: Min.15132-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet. LeakBarrier EasyLay UDL Basic or LeakBarrier EasyLay UDL 50(48"wide rolls);See FBC FL16884.
Fasteners; 12 ga. x 115-Inch long x 3/8-inch head diameter annular ring shank roofing nails and 1-5/8-inch
diameter tin caps
Spacing: 6"o.c.at the 4-inch wide side laps and 8"o.c.at four(4)equally spaced,staggered center rows.
Base Ply.- (Optional)LeakBarrier PS200Mu,self-adhered
Underlayment: LeakBarrier PS20011T,self-adhered.
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5.6.4.6 Maximum Design Pressure=-60.0 ps!',
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: LeakBarrier EasyLay
Fasteners: 12 ga.x 1.2S-inch long x 3/8 inch head diameter annular ring shank hank roofing nails and 1-5/8-inch
diameter tin caps
Spacing: 7"o.c.at the 4-Inch wide side laps and 7'o.c.at three(3)equally spaced,staggered center rows.
Base Ply: (Optional)LeakBarrier PS200MU,self-adhered
Underlayment: LeakBarder PS20e,self-adhered.
5.6.4.7 Maximum Design Pressure=-60.0 a
Deck- Min.151$2-inch plywood to meet project requirementsto satisfaction of AHJ.
Base Sheet: LeakBarrier EasyLay UDL Basic or LeakBarrier EasyLay UDL 50(48 ,Mde rolls);See FBC FL16884.
Fasteners: 12 ga.x 1.254rich long x 318-inch head diameter annular ring shank roofing nails and 1-5/8-inch
diameter tin caps
Spacing: 60 o.c.at the 44nch wide side laps and 6"o.c.at four(4)equally sp"i3ced,staggered center rows.
Base Ply. (Optional)LeakBarrier PS200Mu'self-adhered
Underlayment. LeakBarrier PS200r,self-adhered.
5.6.4.9 Maximum Design Pressure=-82.5 pgt
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: LeakBarrier EasyLay
Fasteners:'' Simplex MARX Cap Fasteners
Spacing: 8"o.c.at the 4-inch wide side laps and V!o.c.at four(4)equally spaced,staggered center rows.
Base Ply: (Optional)LeakBarrier PS200 MU,self-adhered
Underlayment: LeakBarrier P5200 self-adhered.
5.6.4.9 Maxlrnui'n Design Pressure;;-120.0 psf:,
Deck: Min.IS/32-inch plywood to meet project requirements to satisfaction of AH).
Base Sheet: LeakBarrier EasyLay
Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring sh'ank roofing nails and 1-5/8-inch
diameter tin caps
Spacinp 4"o.c.at the 4-inch wide side laps and 4"o.c.at four(4)1equally spaced,staggered center rows.
Base Ply. (Optional)LeakBarrier PS20eu,'self-adhered
Undeillayment: LeakBarrier OS20e,self-adhered.
5.6-4-10 For mechanically attached base sheet in a 2-ply system, the maximum design pressure for the selected
assembly shall,:at a minimum,meet or exceed the Zone 1 design pressure determined in accordance with
FRSA/TRl April 2012(04-12),Appendix A,Table 1A or FBC 1609. Zones 2 and 3 shall employ an attachment
density designed by a qualified design professional to resist the 'elevated:l$ressuie criteria. Commonly
used methods are RAS 117, FM LPDS 1-29 and ANSI/SPRI WDil. Assemblies above marked with an
asterisk*carry the limitations set forth in Section 2.2.1.5.1(a)of FM;LPIDS 1-29 for Zone 2/3 enhancements.
5.7 Exposure-Limitations:
5.7.1 LeakBarrier EasyLay,FAST 90,ASTM Organic Mineral Surface Tile Oriderlayrn I ent and LeakBarrier tasyMop
SBS shall not be left exposed for longer than 180-days after installation.
5.7.2 LeakBarrier PS200 HT shall not be left exposed for longer than 120-days after installation.nstallation.
5.7.3 LeakBarrier MS300, NR500"T, P5200MU or SS400 shall not be left exposed for longer than 30-days after
instillation.
5.7.4 Tarco 15,Tarco 30 and Tarco NO 30 shall be,covered as soon as possible after installation;exposure for
more than 24 hours after installation could adversely affect performance.
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6. INSTALLATION:
6.1 Tall Roof Underlayments shall be installed in accordance with Tarco published installation requirements
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application,and primed the substrate(if applicable).
6_3 LeakBarrier®Fast906 Self-Adhering Tile Underlayment:
6.3.1 Easyll shall be installed in compliance with the requirements for 90# felt underlayment (except the
product is self-adhered)in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile Applications:
Cut the Fast90 roll into 12'to 16'sections for workability and allowto relax prior to application.
Chalk a plumb line 36"from all outside perimeters;then chalk plumb lines 32"apart,upslope to the ridge
line.
Membrane Application:
➢ Place a full width piece of Fast90 on the prepared substrate,parallel to the eave edge of the roof,with
the selvedge edge positioned upslope and in-line with the is`chalk line.
➢ Fold back half the sheet and remove the exposed release film, taking care not to displace the
membrane P
➢ Working from the centerline out, roll the membrane onto the substrate;taking care to avoid wrinkles
and ridges,and repeat for the other half of the sheet. ';
➢ Remove selvage release film,if present,and install capped or tin tagged nails 6"o.c.in the center of the
selvedge edge.
➢ Install the subsequent sheets in the same manner,with upslope selvedge edges in-line with chalk lines,
with 4"side laps and 8"end laps.
➢ Seal all 8"end laps 1/16"thick application of asphalt plastic cement and"stagger all end laps minimum
36".
➢ Roll the entire surface with a weighted roller,paying particular attention'to side laps,end laps and eave
/rake areas to ensure a complete bond.
6.3.4 Tile Applications:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
Wait a minimum of 24 hours prior to loading roof tiles.
All tiles shall be staged four tiles perpendicular to slope,six tiles on;top,parallel to slope; not to exceed 10
tiles total to a maximum roof pitch of 5:12 for flat tiles and 6:12 for luggedr,tiles. If tiles are to be left in a
staged condition for more than 30 days,tiles shall be staged two tiles perpendicular to slope,four tiles on
top,parallel to slope; not to exceed 6 tiles total to a maximum roof pitch of5:12 for flat tiles and 6:12 for
lugged tiles.
At roof pitch in excess of those noted above, the tiles shall be staged behind a nominal 1 x 2 horizontal
batten.
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_4 LeakBarrier®MS300,PS200"T,PS200mu.NR500"r or SS400Ice and Water Armor:
6.4.1 MS 300, PS200"; PS200"', NR500"T or SS400 shall be installed in compliance with the requirements for
ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.4.2 Non-Tile Applications:
Cut MS 300, PS200"T, PS200MU, NR500"T or SS400 to manageable sections and allow to relax prior to
application.
Membrane Application:
➢ Place a full width piece on the prepared substrate, aligned,parallel to the eave edge and extend
approximately 3/8"over the eave and rake with the selvedge edge positioned upslope.
➢ Fold back the upslope half of the sheet and remove the exposed release film,taking care not to displace
the membrane
➢ Working from the centerline out, roll the membrane onto thelsubstrate;taking care to avoid wrinkles
and ridges
➢ Apply a 1/16"thick layer of asphalt plastic cement over the eave and ',rake metal, extending 2" to 3"
onto the deck surface.
➢ Fold back the downslope half of the sheet, remove the release film and roll the membrane onto the
substrate from the centerline out. ! ;"
➢ Seal all 6" end laps with a 1/16"thick application of asphalt plastic cement and stagger all end laps
minimum 36".
➢ Remove selvage release film,if present,and install second and subsequent courses in a similar manner.
➢ Install capped or tin-tagged-nails 6"o.c.along the centerline ofithe laps.
➢ At all T joints,where an end-lap and the next overlapping course intersect,apply a bead of roofing laps
cement before the overla PP g m course is laid. ;II
➢ Roll the entire surface with a weighted roller,paying particular attentiori to side laps,end laps and eave
/rake areas to ensure a complete bond. I'
6.4.3 Tile Applications(PS200"T only): !,
Reference is made to FRSA/TRI April 2012 (04-12) Installation (Manual 'and Table 1 herein, using the
instructions noted above as a guideline.
Wait a minimum of 24 hours prior to loading roof tiles.
All tiles shall be staged four tiles perpendicular to slope,six tiles on top,parallel to slope; not to exceed 10
tiles total to a maximum roof pitch of 5:12 for flat tiles and 6:12 for lugged;tiles. If tiles are to be left in a
staged condition for more than 30 days,tiles shall be staged two tiles perpendicular to slope,four tiles on
top,parallel to slope; not to exceed 6 tiles total to a maximum roof pitch of 5:12 for fiat tiles and 6:12 for
lugged tiles.
At roof pitch in excess of those noted above, the tiles shall be staged behind a nominal 1 x 2 horizontal
batten.
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6.4.4 Two(2).Ply Underlayment Systems:
LeakBarrier®SS400 Ice and Water Armor followed by LeakBarrier®SS400 Ice and Water Armor(direct-to-
deck per 5.6.1 or over mechanically attached base sheet per 5.6.2)'is allowable for use under mechanically
attached prepared roof systems. Limits of use are those associated with the'top-layer material. This is not
a requirement,but is allowable if a 2-ply underlayment system is desired. II
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6.5 Tarco 15 and 30:
6.5.1 Tarco 15 and 30 shall be installed im compliance with the.requirements,ifor ASTM D226, Type I and II
underlayments,respectively,in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.5.2 Non-Tile Applications:
Reference is made to the current edition of the NRCA Steep-slope Roofing Manual.
6.5.3 Tile Applications,base laver in 2-ply system(Tarco 30 only): I'
Reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein.
6.6 Tarco NO 30:.
6.6.1 Tarco NO 30 shall be installed in compliance with the requirement's for ASTM D4869,Type II underlayment
in FBC Sections 1507 for the type of prepared roof covering to be installed; 1507.4.5.2(1),1507.5.3.2 (1),
1507.7.3.2(1),1507.8.3.2(1)or 1507.9.3.2(1).
6_7 LeakBarrier EasyLay:
6.1.1 EasyLay shall be installed in compliance with the requirements for ASTM D226,Type I or II underlayment in
FBC Sections 1507 for the type of prepared roof covering to be installed.
6.7.2 Re-fasten any-loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application.
6.7.3 Non-Tile Applications:
Place a full width section of EasyLay,parallel to the eave edge of the roof and unroll 2 to 3 feet with the lay
lines facing up, and position to the edge of the eave and rake. Install a few.fasteners at the top,near the
rake, and roll out the sheet to a manageable length. Pull, straighten and align the sheet so.that any
wrinkles are eliminated and,the sheet is even with the eave edge.I'Fasten with 3/8"headed roofing nails or
1"capped(plastic or metal)nails,driven by hand or pneumatically,spacedrl 6"o.c.,at all laps.in the center
of the seam area,and two staggered rows fastened 12"o.c.in the field of the sheet. install-nails such.that
the.head of the nail is flush with the surface, without cutting into the surface. Fasten from the top to
avoid walking or kneeling on unsecured sheet. Continue to thel end of tNe substrate and fasten down.
Align the next roll over the precedingsheet so as to form a minimum 4",'water-shedding lap,and install.
per instructions above. Apply subsequent'sheets in the same manner, with minimum 4"water-shedding
laps and minimum 8"end-laps,which are staggered minimum 36"';fro the preceding course.
For double layer applications, follow the instructions noted above, but fusing a minimum 19", water-
shedding side lap.
Allow for minimum 6"up the vertical transitions and minimum 6"over hips'and ridges.
At valleys,first install a vertical length of EasyLay down the cente?of thevalley,then start.at the low point
and work.to the high point,rolling the membrane from the center outwardiin each direction,ensuring no
wrinkles or tears. Covered with valley-metal or other valley lining material in.accordance with NRCA
recommendations.
Apply a thin coat of asphalt plastic cement to waterproof areas where ariy cuts or tears have occurred:
Seams or joints that require adhesive or sealant can be treated with high quality plastic cement(asbestos
free)-.
6.7.4 Tile A ylications,'base laver in 2-ply system:
Reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein.
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6_8 ASTM Organic Mineral Surface Tile Underlavment:
6.8.1 Shall be installed in compliance with the.requirements for ASTM D6380, Class M sheets in.FBC Sections
1507 for the type of prepared roof covering to be installed.
6.8.2 Non-Tile Applications:
Reference is made to the current edition of the NRCA Steep-slop6!l Roofing Manual and ARMA
recommendations for installing shingle underlayments and flashings.
6.8.3 Tile Applications:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. Tile shall be
loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment.
6_9 LeakBarrierT"EasyMop SBS:
6.9.1 Shall be installed in compliance with current Tarco published installation requirements, subject to the
limitations herein.
6.9.2 Non Tile.Apol!cations:
For mechanically attached applications: Secure LeakBarrier EasyMop SBS using 3/8-inch headed roofing
nails or 1-inch diameter cap-nails spaced 9-inch o.c.within the 4-inch wide'side laps and 12-inch o.c.in two
(2) equally spaced,staggered center rows in the center of the sheet. End-laps shall be minimum 6-inch
wide,and offset end-laps minimum 3-feet.from course to course. Seal end laps in accordance with Tarco
requirements.
For bonded applications: Fully adhere LeakBarrier EasyMop SBS iin hot-asphalt to the substrates noted in
Section 5.5: Side laps shall be minimum 4-inch and end-laps minimum 6-inch wide, and offset end-laps
minimum 3-feet from course to course. Side and end-laps,shall be fully adhered in a complete mopping of
hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. Consult Tarco
instructions regarding back-nailing requirements.
6.9.3 Tile Applications:
J
Refer to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. Tile shall be loaded and
staged in a manner that prevents tile slippage and/or damage to the underlayment.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the.installation of
this product.
SII
8.. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C.Rule 61G20-3 QA requirements
9. QUALITYASSuRANCE.ENTITy:
UL,LLC.—QUA9625;(847)664-3281
-END OF EVALUATION REPORT-
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�'O A ENGINEERING & TESTING, INC.
Phone: (866) 781-6889•Fax: (866) 784-8550
idaena neeringandtesting.com
wn-wffl'"
250 S.W.13th Avenue
Pompano Beach,FL 33069
I
DATE: 5/26/16 JOB ORDER#: 16-1649
CLIENT: Freedom Roofers, LLC .
ADDRESS: 5575 US 1 -Suite# 1 &2 Vero Beach,FL 32967
PROJECT: Eloph Residence Sloped Roof Deck(Slope: 4/12)
ADDRESS: 8506 Coquina Avenue Fort Pierce,FL
11 iii
FBC 2014/ASCE 7-10 DESIGN PRESSURE CALCULATIONS
Proiect Information:
Mean Height=<15' Exposure: C Basic/Ultimate Wind Speed: Vit=170 mph
Length= 50' Category: Il Nominal Wind Speed: Vasa=Vult*v0.6
Width= 26' Slope: 4/12= 18.4° (asd=allowable strength design)
Parapet Wall: N/A Residential KZ=0.85„Kzt= l''A Kd=0.85
I�
Design Calculations:
III
Velocity Pressure: q=0:00256*KZK,tKdV2
Velocity Pressure (,,It): q=0.00256(0.85)(1.0)(0.85)(170)2] =531:45 psf
Velocity Pressure (.d): q=0.00256(0.85)(1.0)(0.85)(170*v6.6)2] =32.0',7 psf
Width of Pressure Coefficient: 0.1(26') = 2.6'
0.4(15') = 6.0' } use: 3'0"
Effective Wind Area: <102
External Pressure Coefficient: Internal Pressure Coefficient:
1) GCP1 = -0.9 1) GCP; = 0.18
2) GCP2 = -1.7
3 GCP3 = -2.6
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Design Pressures Based on Vasd:
1) Field P1 = 32.07*[(-0.9)—(0.18)] =-34.6 psf
2) Perimeter P2 = 32.07*[(-1.7)—(0.18)]1=-60.3`psf
3) Corners P3 = 32.07*[(-2.6)—(0.18)] =-89.2!'psf
�+,rte NO 911
Qualit✓ �A 1!✓smrance
drys
a
Page 2,5/26/16,Job Order#16-1649
Freedom Roofers,LLC-Eloph Residence
FloO�A
Sloped Roof Deck(Slope: 4/12)
8506 Coquina Avenue;Fort Pierce,FL:
Attachment Requirements:
Based on the requirements of Florida Product Approval # 17796.6, Table A with
maximum design pressures of -108.5psf and -156.5psf,� the following are our
recommended fastening patterns to attach the 26 ga. 5V Crimp Roof Panel to the
minimum 15/32 or greater thick plywood decking utilizing#9-15 x 1-1/2" WoodZac with
Zac Head with sealing washing through panel rib with 1/4" minimum penetration through
plywood at the following fastener patterns and fastener spacing:
Zone(s) Field(1) , Perimeter(2) & Corners (3)
Max._Total Uplift
-- - -108.5 psf -Design Pressure
Fastener Pattern Panel Rib
Fastener Row Spacing 12" o:c.
Notes: Corners and perimeter (edge, hip, &ridge) area dimension shall not be less
r
than a = TO" (Zone 2: Perimeter is a 3'0" wide strip, Zone 3: Corners
are 310" x 3'011)
Our engineering attachment analysis is limited to uplift resistance only,
therefore, it does not include waterproofing or aesthetic concerns as
applicable.
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 2014 Edition.
Wind load calculations based on ASCE 7-10, FBC 2614 and information
provided by client. Client is responsible for verifying existing conditions as it
pertains to the above provided product approval.
All work shall be inspected by our field engineer(or authorized
representative) or a building department inspector to verify compliance
with specifications
Sihcerely,
ISI
x -2 /6
Mark A. Mesiano, P.E.
Florida Engineering&Testing, Inc.
Florida Reg.No. 48202
Certificate of Authorization No. 6923
IIS