HomeMy WebLinkAboutNotice of Acceptance, original MIAMI-DiADE MI41VH-DADE COUNTY
ME PRODUCT CONTROL SECTION
DEPARTMENT-OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
_NOTICE OF ACCEPTANCE (NOA) www.miamiaade.eov/economy
Sun-Tek Manufacturing,Inc.
10303 General Drive
Orlando,FL 32824
SCOPE:
governing the use of construction materials.
This NOA is beingissued under the applicable rules and regulationsg g
PP
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
(AHn'
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 assuraned 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
meet the requirements of the applicable building material fails to q pp g code.
d has been designed to comply with the Hi Velocity Hurricane
This product is approved as described herein, an gn p y High ty
P PP
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 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 revises NOA#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
MIAMI•PADE COUNTY Expiration Date: 10/31/2018
Approval Date: 09/03/2015
File C€ y1
I
Sun-TeIc Manufacturing,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
i
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#07-0425.04
A. DRAWINGS
1. Drawing No. STI-00000298-SHT11SHT2, titled "ISFG", sheet I & 2 of 2, prepared
by Sun-Tek Manufacturing, Inc, dated 06104107 with last revision dated 08107107,
signed and sealed by Tames 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 attachment.of skylight to curbing and curbing to decking,
dated 08113107, signed and sealed by James D. Wells, Jr., P.E.
D. MATERIAL CERTIFICATIONS (submitted under NOA#02-0618.06)
1. Test report on Rate of Burning per ASTMD63S of Geon 87416 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 SUBMITTED UNDER PREVIOUS APPROVAL 911-0601.02
A. DRAWINGS
1. Drawing No, STI-00000298-SHTIISHT2, titled "ISFG", sheet 1 & 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., P.E.
elmy A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No.15-0513.10
I✓apiration Date: 10/31/2018
Approval Date: 09/03/2015
E-1
Sun-Tek Manufacturing,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. Test Addendum for Test Report NCTL 210-2760-1, prepared by national Certified
Testing Laboratories, dated October 17, 2011, certifying the interlayer thickness,
signed by Mark Bennett, Manager of Testing Services.
C. CALCULATIONS
1. None.
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 412-1011.15
A. DRAWINGS
1. Drawing No. STI-00000298, titled "ISFG", sheet I & 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.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. OTB ERS
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.
Helmy 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-2
Sun-Tek Manufacturing,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#13-1028.05
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 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 0812712013, 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
A. DRAWINGS
1. Drawing I& STI-00000298, titled "ISFG", sheet I & 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
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
Clflelmy 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
i
PART NAME:ISFG SKYLIGHT ASSEMBLY FILE NAME:ZADWG\DWG\ACAD 2000 DRAWINGS\DADE COUNTY ISFG STI-00000298-SHT1 SHEET 1 OF 2 DWG.NO.STI-00000298-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
00 ARGON GAS FILLED AND WELDED 6063 T6 ALUM.
STI-401 WOOD LINER 1.16x0.935"
(CON_TINUOUS) SWIGGLE SPACER(0. 5)
#8-32 PHILLIPS PAN HD SCREW AND HEX NUT
7 PER LONG SIDE 7 PER SHORT SIDE
SILICONE SEAL TOP AND BOTTOM
.177 POLYCARBONATE SHEET (CONTINUOUS)
PALRAM PALSUN
l,,- BUTYL 3 RINGS OF SEALANT STI-300 PVC LINER STI-207 HSF SUB-FRAME MITERED AND
o a BENEATH FLANGE(CONTINUOUS) GEON 87416 WHITE WELDED 0.075 6063 76 ALUM.
D:O AROUND PERIMETER OF FLANGE 141 EXTERIOR
n w (CONTINUOUS)AND ON TOP OF EACH
PRODUCTIU:VISGD
z Q FLANGE SCREW AIR SPACE OR am Dump lyinsNilh Oka Flodd,.
ly„ Building Coda
DADE COUNTY APPROVED w
ee No -05 )o #8 X 1"PHILLIPS PAN HEAD
CO SHINGLES EXPANDED POLYSTYRENE INSULATION om 18
(SEE NOTE 1) SCREW, (9)PER SIDE
oct Contra
ROOF DECK mina"thick
DESIGN PRESSURE RATING+/-80 PSF.
LARGE MISSILE IMPACT RESISTANCE
Engineer of Record ����`��o�v o
James D.Wells,Jr.,P.E.
NOTE: �caiv+ •r i�
Professional Engineer No.53616 yt�
`(1)ALL ROOFING DETAILS SHALL COMPLY WITH o y 0.53616 OC:
CHAPTER 15 OF THE FLORIDA BUILDING CODE 2014 edition
J&L Wells Consulting LLC (2)4"MINIMUM DISTANCE FROM ANGLE LIP TO ROOF n=G S(`FtolS w'
1453 Arbitus Circle SURFACE IS FOR SHINGLE OR B.U.R.WITHOUT E s�<7A0TR11D0�
Oviedo, FI.32765 INSULATION.FOR INSULATION AND TILE ROOF ADD
TILE HEIGHT AND INSULATION THICKNESS TO 4".
(407)496-5489 (3)ANCHORS TO BE MADE FROM NON-CORROSIVE MATERIAL
Certificate of Authorization COMPATIBLE WITH ALUMINUM. RAFTER OR TRUSS
No.27162 (5)T STTED TO NO ITAS 201RD 1,,TA 202 AND IN THE DTAS12o PRESSURE WAS USED.
REVISION:A REVISION: PRODUCT NAME: ISFG SUN-TEK MANUFACTURING, INC.
REVISION MADE ON SHT.2 OF 2
BY: BSD D : 08107\07 ev:�,,,,� DATE: 8/15/2013 DRAWN BY: JWF DATE: 08/15/201 DWG.NO.STI-00000298-SHT1 REV. A 10303 GENERAL DRIVE ORLANDo,FL 32824
Y
PART NAME: ISFG SKYLIGHT PLAN VIEW FILE NAME:Z:1DWGIDWGWCAD 2000 DRAWINGS\DADE COUNTY ISFG STI-00000298-SHT2 SHEET 2 OF 2 DWG.NO.STI-00000298-SHT2
54.5 STI-214 DECO RING MITERED AND WRAPPED
tip to tip O AROUND 0.050 6063 T6 ALUM
4,000 5.8125 4.000 0 SILICONE BEDDING(CONTINUOUS) STI-215 DECO COVER 0.075 6063 T6 ALUM
5.8 25 5.8125 a STI.6 GLASS GASKET EPDM OUTBOARD DSB TEMPERED
5. 125 (CONTINUOUS)
STI-001 WOOD LINER SWIGGLE SPACER(0.625")
(CONTINUOUS)
STI-205 CMG FRAME 0,060 MITERED AND SULATED AIR SPACE
5.8125 ^ WELDED CORNERS 6063 T6 ALUM 41 ARGON GAS FILLED
IO #8-32 X i"PHILLIPS PAN HD SCREW
Q I I r AND HEX NUT(7)PER SIDE INBOARD GLASS DSB TEMPERED
SILICONE SEAL TOP
FASTENERS SKYLIGHT AND BOTTOM(CONTINUOUS)
TO DECK#8 X 1"(9)PER SIDE 177 POLVCARBONATE SHEET
O STI-207 HSF SUB-FRAME MITERED .177 PO PALSUN
AND WELDED CORNERS 0.075
p a 6063 T6 ALUM
I ISFG 4949 I I O 3 RINGS OF BUTYL SEALANT AIR SPACE OR
O W BENEATH FLANGE(CONTINUOUS) DADE COUNTY APPROVED
z Q AROUND PERIMETER OF FLANGE INSULATION
SYME RICAL L ^ O (CONTINUOUS)AND ON TOP OF EACH STI-300 PVC LINER
FLANGE SCREW
O "v U) SHINGLES
I I I I �(SEE NOTE1)
#8 X 1"PHILPS PA
FASTENERS SUB-FRAME TO FRAME SCREW(9)PER SIDE 53B1B �^
min.protrusion SI.(�e1S
OF
ROOF ROOF DECK"min thickness ��i "40R10�' f�J`N
I NIL-- RAFTER OR TRUSS '/i��ORAL
Imo-4"MININUM LIP TO FASTENER SCHEDULE SKYLIGHT TO DECK FASTENER SCHEDULE
o ROOF SURFACE '#8 X 1"PAN HEAD SUB FRAME TO FRAME
O SCREWS #8 32 X 3/4"WITH HEX NUTS
v. q PER PER PER PER
DESIGN PRESSURE RATING+/-80 PSF. o qr tip to tip MODEL LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE
LARGE MISSILE IMPACT RESISTANCE N Engineer of Record
54.5x54.5 4949 9 9 7 7
NOTE: James D.Wells,Jr.,P,E. 51Z41.5 4646 8 8 7 7
Professional Engineer No 53616 sas
(1)ALL ROOFING DETAILS SHALL COMPLY WITH . s8. 335 3333 6 6 7 5
3s.5(4. 49 6 6 5 5
CHAPTER 15 OF THE FLORIDA BUILDING CODE 2014 edition FRDouCrRnvIsDo 35.5v51.5 3046 8 6 7 5
(2 4"MINIMUM DISTANCE FROM ANGLE LIP TO ROOF 0WIdin Cod6 r��n°FI"ri3 as.�s.s 2549 8 5 5 5
) QuildinB Cale
SURFACE IS FOR SHINGLE OR B.U,R.WITHOUT AplenmNe - 5 3•lo J&L Wells Consulting LLC 3assls z549 s 5 7 4
oDme 2618 1453 Arbitus Circle 30.&M.S 2533 6 5 5 4
INSULATION.FOR INSULATION AND TILE ROOF ADD 30.sno.5 2525 5 5 4 4
TILE HEIGHT AND INSULATION THICKNESS TO 4". ucicamo. Oviedo, FI.32765 27-941.5 2246 8 5 7 4
(3)ANCHORS TO BE MADE FROM NON-CORROSIVE MATERIAL (407)496-5489 27.5105.5 2230 6 5 5 4
COMPATIBLE WITH ALUMINUM. 27.5Y27.5 2222 5 5 4 4
4 NO ONE-THIRD INCREASE IN THE DESIGN PRESSURE WAS USED. Certificate Of Authorization 22.5:545 1749 9 4 7 3
( ) 22Sx38S 1733 6 4 5 3
(5)TESTED TO TAS 201,TAS 202 AND TAS 203. No.27162 iozx 1.5 1 1446 8 4 7 3
18.5 a5.5 1 1430 1 6 1 4 5 3
REVISION: REVISION: PRODUCT NAME: ISFG SUN-TEK MANUFACTURING, INC.
BY: JWF DATE: OB/19/13 BY: DATE: DRAWN BY: JWF I DATE: 10/14/201 DWG.NO.STI-00000298-SHT2 REV. A 10303 GENERAL DRIVE ORLANDO,FL 32824
2017-10-30 12:38 j.a.'taylor fing 772 468 8397 >> 7724626443 P 1/1
Planning&Development Services
I Building&Code Regulation Division
2900 Virginia Avenue
Fort Pierce,Fl.34982
772-462.2165 or 772.462-2172
Fax: 772-462-6443
ROOF INSPECTION AFFIDAVIT
Re: Permit# 1709-0243
I, KYLE WHITE licensed as a(n)Contractor*/Engineer/Architect
(Please print name;&circle license type) OFS468 Building Inspector
*General,Building,Residential orRooflnp Contractor or anylnd(vidual eert/fled under468 F.S.to make such an Inspection,
On or about 10/30/2017 . I did personally inspect the roof deck nailing
(Date)
work at: 215Q SNEADROAD, ET PIERCE
(Job site address)
Based upon that a ion I have determined the installation was done according to the current
edition of •Astin ilding Code Section 611 or the product approval submitted (whichever is
most s '
CCC1325895
Signature an e I License#
STATE OF FLORIDA
COl)NTY OF. ST LUCIE
Sworn to and subscribed before me this 30th day of OC•[QRF_R 20 1.7
by KYLE WHITE Who Is personally known to me or who has produced
as dentificatlon. `dH1�11I11 flllI/it
MgN��ii��i
Notary Public,State of Florida - • onl�15SIO,y ' .�
Signature of Notary:
Commission Number; FF 936050a I) _ ••� "�';
VF 93605p
En 01/19/2011 dt
III ��i AG.,!WmrySeN�•p�`���
i
RECEIVED 06 8 o 2017 pl
�i��Va11N.A I: fi• � i,. l'�I'� lip ;C,-,� I i .. ���', �
OFFICE USE ONLYf .. .:I L i
DATE FILED: 1 '�. �'�. : .. !:.': . .. .. : PERMIT#
REVISION FEE: RECEIPT# 6 C,5ML 16 Val IVED
NOV 07 2017
PLANNING & DEVELOPMENT SER Knitting Department
® I r; •,I BUILDING&CODE REGULATIOND SI(t, Lucie County, FL
t 2300 VIRGINIA AVENUE
I;; I ' ( , 'I• -FORT PIERCE,
is (772)462-1553 .
' I,APPLICATION YOR BUILDING PERMIT REVISIONS . ... ._.
::;.'.! :...': .! I:.. ' ... ._... . PROJECT INFORMATION.....
J
1. LOCATION/SITE
ADDRESS',' I'I . ;r2150.SNEAD ROAD, FORT PIERCE
I ��, I ;� III •
2. DETAILED DESCRIPTION OF PROTECT
;
REVISIONS:
CHANGE UNDERLAYMENT FROM 30# FELT TO OWENS CORNING WEATHERLOCK TILE
& METAL SELF-ADHESIVE UNDERLAYMENT -- FL#9777.7
1 III
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: CCC1325895 ST.LUCIE COUNTY CERT.#: 23018
BUSINESS NAME: JA TAYLOR ROOFING INC
QUALIFIERS NAME: KYLE WHITE
ADDRESS: 302 MELTON DR
CITY: FORT PIERCE STATE: FL ZIP: 34982
PHONE(DAYTIME): 772-4664040 FAX: 772-468-8397
4. OWNER/BUILDER INFORMATION:
NAME: TARA KASIEWICZ
ADDRESS: 2150 SNEADRD
CITY: FT PIERCE STATE: FL ZIP: 34945
PHONE: 724-448-7795 FAX:
5. ARCHITECT/ENGINEER INFORMATION:
NAME: N/A
ADDRESS:
CITY: ZIP:
PHONE(DAYTIME):
SLCCC:9/23/09
Revised 04/26/2010
File (;�:
. T .
EIVED-
07 2017
BCIS Home I Lag InI User Regi tion: Hot Topics i .Subin(t.Surcharge" Stats.& acts ; Publications MC Staff aCIS Site Map j Links { '
Permitting Department
1 Product Approval St. Lucie County, FL
l.l. USER:Public User
r -w
Product Approval Menu->Product or-Application Search>Application List>Appiieation`Deta11.
Mva�, FL# FL9777-R9 x704-02g3
Application Type Revision STD LUCT COT--,N Y BL1LDzlG DIYJLSIny
Code Version 2014 REVMWED FO C NCE
Application Status Approved REVIEWED v
DATE
Comments PLANS Al` PERMIT MUST BE KEPT ON JOB
Archived
OR NO INSPECTION WILL BE MADE,
CUNCFALED FASTENERS OR ATTACH
Product ManufacMirM- ERESPONSIRILITYOF One Owens in ing Parkway
Address/Phone/Email 17
`oNrRACroR®F� � r��
1`oledo,.OH 43659
ORD (740)404 m782.9
g reg.keeler0owenscomi ng:com
.:Authorized Signature. Greg Keeler,
greg.keeler@owenscorning.com
Technica sl [ five
Adcicess ( J 0�AIVDALLpq
koulhil) Op05ED WOq
MAVIJ �Y FOLD NV ggECT10NS K
Quality �r1a 911 p THAT
Address/Phone/ ta�IIaLLAppLICq®kE6ADE8.
Category Roofing
Subcategory Underlayrrients
Compliance!Method Evaluation Report from-a'Florida Registered Architect or a Licensed F
Professional Engineer
Evaluation Report Hardcopy Received'
Florida.Engineer or Architect Name:who developed the Zachary R.'Priest
Evaluation'Report.
Florida,License 'PE-74021.
Quality'Assurance Entity UL LLC
Quali
ty 'Assurance Contract Exp iration Date. 12/31/20`20'
Validated By f Locke Bowden
al at an ecklist: Ha.rdcopy Received
Certificate of Independen C` 7Z O Rl 02.6a F 2 4 Eva u Re o' W he
_ ..._.. _.
L. df
Referenced Standard and e
( ', tnda Year
2009
AS D 6 20.0
AST
TA S. +3155 p TAS File Coy 20o5
103: 1995
UL'1897 2004
Equivalence of Product Standards
r �
0 .
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/12/2017
Date'Validated 04/12/2017
Date Pending FBC Approval 04/13/2017
Date Approved 06/13/2017
Summary of Products
i FL# Model,.Numberor.Name Description
1;9777.1 Weatherlock.G Weatherproofing'Underlayment
-
Limits of Use: Installation Instructions
Approved.for;use in.HVHZ:.No 'F19777 R9 II OCR14002 6a FBC 2014 Evaluation Reoor
I Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ`FINAL:odf
Impact'Resistai t;:N!A Verified By: Zachary R. Priest.74021
Design Pressure:N/A Created by Independent Third Party:Yes
Other:.See evaluation report for limits.of use. Evaluation Reports
' FL9777 119-AE OCR14002 6a FBC 2014 Evaluation Rep
Weatherlock Non-HVHZ FINAL.pdf
Created by Independent Third Party:Yes
9777.2 Weatherlock G(HigKTear) Weatherproofing Underlayment
Limits of Use: Installation Instructions
Approved for use in.HVHZ:No F69777 R9 II 6CR14002.6a FBC 2014 Evaluation Repor
Approved for use outside HVHZ:.Yes :Weatherlock Non-HVHZ FINAL rJdf
Impact Resistant-: N/A_ Verified'By:'Zachary,R. Priest PE-74021
Design Pressure:N/A Created by Independent Third Party:Yes
j. Other:See evaluation.repoftfor limits of use. Evaluation Reports
II FL9777 R9 AE' OCR14002 6a FBC 2014 Evaluation Repo
i Weatherlock Non-HVHZ FINALadf
Created by Independent Third Party: Yes
,9777.:3 jWeat�erlock MAT I Waterproofing Underlayment
1
Limits of Use. Installation Instructions
Approved for use in HVHZ:Yes rL9777 R9 II OCR140026b FBC 2014 Evaluation Repot
.Approved for use outside-HVHZ: No. Weatherlock HVHZ.odf
:Impact Resistant: N/A Verified By: Zachary. R. Priest 74021
Design Pressure: N/A 'Created by Independent Third Party:`Yes
}I Other:See-evaluation report for limits of use. Evaluation Reports
3 FL9777 R9 AE OCR14002.6b FBC 014 Evaluation Reny
Weatherlock HVHZ pdf
Created by Independent Third Party. Yes
9777.4 Weatherlock MAT;; Waterproofing.0nderlayment
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL9777 R9 II OCIR14002 6a FBC 2014 Evaluation Reoor.
Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ FINAL Ddf
Impact Resistant: N/A Verified By: Zachary R. Priest 74021
l Design Pressure:N/A 'Created by Independent Third Party:.Yes
Other:See evaluation report for limits of use. Evaluation Reports
FL9Z77'R9.AE.OCR14002 6a FBG 2nt4 Evaluation Repo
Weatherlock Non-HVHZ IFINAL.gdf
Created by Independent Third.Party::Yes
1 9777.5 WeatherLock.MetaI Weatherproofing:Underlayment
i Limits of Use jnstallation.InstwtUcEions
Approved'for use in HVHZ: No FL9777 R9 II 0CR14002.6a FBC 2014 Evaluation Reoor
Approved for use outside HVHZ. Yes (Weatherlock Ni3n-HVHZ FINAL pdf
Impact Resistant: N/A Verified By.:Zachary R. Priest PE-74021
? Design Pressures N/A Created by Independent Third Party:Yes
} evaluation report for limits of use. Evaluation Reports
(+ Other:See FL977Z R9 AE OCR140026a F6=2_014 Evaluation Repo
i
Weatherldck Non-HVHZ FINAL.pdf'
Created by Independent Third Party:Yes
9777.6 WeatherLock Metal Weatherproofing Underlayment
Limits of Use Installation Instructions
3` Approved for use in HVHZ:Yes FL9777 R9 II 0CR14002 6b_FAC 2014 Evaluation_ Rebb
Approved for use outside HVHZ: No WeatherLock HVHZ.Ddf
Impact Resistant: N/A Verified By Zachary R: Priest PE-74021
Design.Pressure: N/A " Created by Independent Third:Party: Yes
Other:See evaluation report for limits of use. Evaluation Reports
i FL9777 0 AE OCR14002 6b FBC 2014 Evaluation Repc
I Weatherlock HVHZ.pdf
Created by Independent Third Party: Yes.
9777.7 I WeatherLock Specialty Tile&Metal Weatherproofing Underlayment
I Limits e Installation Instructions Fa
Approved for use,in HVHZ: No FL9777 R9 II OGRt4002 � r.2014 Eval ua inn Repor
.Approved for use outsideHVHZE Yes Weatherlock Non<HVHZ FINAL.Ddf
Impact Resistant:N/A Verified By: Zachary R.;Priest.74021
Design*Pressure. +0/-105 Created by Independent Third Party:Yes
Other'See evaluation report for limits of use. Evaluation Reports
FL9777 R9 AE. OCR1400 .6a'FBC'2014 EValua ion Repo
i Weatherlock Non-HVHZ FINALpdf
Created by Independent-Third Party,Yes,
F3at¢c to"eYi
Contact Us,::2601 Blair Stone Road Tallaha«ate Fi a»aa phone:850-4874824
TheState.of.Florida Is an AA/eEO employer.Coovriaht 2007-2013-State'of Florida. :Ptivacv Statement.::Accessibility Statement:,:Refund•Statement
3
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mail to this entity.Instead,contact the office by phone or by tradltlonal.mail:If you have any questions,.please contact`850.487.1395.*Pumuantto Secti
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address;please provide the Department,with arc email:address which can be made available to the public.To deterrnine.lf you are a licensee:under.Chapter 45,
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Product Approval Accepts:.
CA ®. titccY M
Credit:Gard
Sate .
r y
N Certificate of Authorization No.29824
CREEK17520 Edinburgh Drive
" Tampa,FL.33647
TECHNICAL SERVICES; LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 5 H EDITION(2014)
Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC Issued.April12, 2017
1 Owens Corning Parkway
Toledo;OH 43657
(800)438-7465
www.owenscornfng.com
Manufacturing Location: Brentwood,NH
Houston,TX
Quality Assurance: UL LLC(QUA9625).
SCOPE
Category: Roofing
Subcategory; Ondedayments
Code Sections: 1504.3.1,1.507:2.4, 1507.2.8, 1507.2.9.2, 1507.3 3, 1507.-:4.5, 1507.4.5.2, 150.7.5.3,
1507.5.3.2,:1507.7.3;'1507:7.3.2'
Properties: Physical properties
REFERENCES
En!LN Report No. Standard' Year
PRI.Construction MaterialsT,echnologies(TST6049) NEI-039702-01 ASTM D 1970 2009
PRI Construction Materials'Technologies(rST6.049). NEI-042-02=01REV2 ASTM D 1970 2009
PRI Construction Material's Technologies(TST6049) NEI-045-02-01 TAS 103 1995
PRI Construction Materials Technologies(TST6049) NEh045=02-01 ASTM G 155 2005a
PRI Construction Materials Technologies(TST6049) NEI-053-02-01 TAS 103. 1995
PRI Construction Materials Technologies('TST6049) NEI-053-02-01 ASTM G`155 2005a
PRI Construction Materials Technologies(TST6049), , NE1-093 02-02 ASTM D 1970 2009
PRI Construction Materials Technologies_(TST6049) OCF=213-02-01 ASTM D 1623 2009
PRI Construction Materials Technologies(CST6049). OCF-237=02-01 UL 1897 2004
PRI Constriction Materials Technologies(TST5878) OCF-252702-01 ASTM 04798 200.1,
PRI Construction Matedals'Technologies(TST6049) OCF=252-02-01 ASTM D 1970 2009
PRI Construction Materials Technologies(TST5878) OCF-253-02-02 ASTM D 1970 2009
PRI Construction;Materials Technologies(TST6049) OCF-272-02-01 TAS 108 1695
:PRI Construction Materials Technologies(TST6049) OCF-296=02-02 ICC-ES AC 188' 2012
ICC-ES.ACA8 2012
PRI Construction Materials Technologies(TST6049) OCF-297=02-01.1 ASTM D 1970 2009
'Determined to be equivalent to ASTM D-226=06;Type I and II
E .
OCR14002.6a FL9777-R9 Page 1.of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3..,The manufacturer shall notify CREEK
.Technical Services,LLC of any product changes or quality assurance changes•throughout the duration for Which this report is valid.
This:evaluation repott.does not express nor imply warranty,installation,recommended use,or other product attributes that are not
s ecificali :addressed:hem re .
p Y . ,
I
R OW ENS CORNING ROOFING AND ASPHALT LLC
WeatherLock@ Self-Seating-Ice&Water Barriers
TECHNICAL SERVICES,LLC
PRODUCT DESCRIPT.ION.AND LIMITS.OF USE
WeatherLock@-G. WeatherLock®.G is an.ASTM.D 1970 self-adhesive underlayment constructed from SBS
(Brentwood;.NH) modified asphalt, a fiberglass mat reinforcement and surfaced with granules. The
product is=supplied in 2-sq.rolls with nominal dimensions of 3=ft x.66;7-ft.
WeatherLock@-G is permitted to be.used with mechanically fastened asphalt shingles;
wood shakes or shingles,,and.slate roofing as prescribed in the FBC. Exposure on the
roof deck:shall be limited to a maximurn 30 days..
WeatherLock®Mat WeatherLock® Mat.is an-ASTM D 1970 self-adhesive.underlayment constructed from
(Brentwood,NH or SBS modified-asphalt with a:fiberglass mat reinforcement. The product is supplied in 1
Houston, 7X) sq. rolls with nominal dimensions of 3=ft x 33.3=ft and 2 sq.rolls with nominal dimensions
of'3-ftx 66.7-ft.
WeatherLock@ 'Mat is permitted to be used with mechanically fastened asphalt.shingles,
wood shakes or shingles, and slate.roofing as prescribed in the FBC. Exposure on"the
roof deck shall be limited to.a maximum 30 days..
WeatherLock@ Metal WeatherLock®Metal is an ASTM D 1,970 self-adhesive underlayment constructed from
(Brentwood, NH) SBS modified asphalt with a,fiberglass.mat reinforcement and plastic film surface. The
product is supplied.in 2.0 sq.rolls with nominal"dimensions of.3-ft x 60-ft.
WeatherLock@ Metal is permitted to I%Aised .with' mechanically 'fastened asphalt
shingles, metal roof panels or shingles, wood'shakes or shingles, and slate roofing as
prescribed in the FBC. Exposure on the roof:deck shall be limited to a maximum 90
days.
WeatherLock@ WeatherLock@ Specialty Tile 8:Metal Is an.ASTM D 1970 self-adhesive underlayment
Specialty Tile&Metal constructed from SBS,modified asphalt and surfaced.with a,non-woven polyester fabric..
(Brentwood, NH) The product.its supplied in 2.14 sq.;rolls,with nominal dimensions:of 3-ftx 71.34t:
WeatherLock@ Specialty Tile&Metal is permitted to.be used with mechanically fastened
asphalt shingles,.clay or concrete the metal„roof panels,or:shingles, wood i shakes or
shingles,,and,slate roofing,as prescribed in,the FBC:- WeatherLock@ Specialty Tile &
ere
Metal is permitted to be used With adhd clay.or concrete tile roofing using either 3MTM
2-Component"Foam Roof Tile Adhesive AW160 (3M.Company) or TILE BONDTM'Roof
Tile Adhesive,(The Dow Chernlcal:,Company,), Exposure on the roof deck-shall be limited
to a:maximum 90 days.
The maximum roof'slope shall.be•6:12•.when used:with clay or concrete file installations
Without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles
shall not be stacked greater 10 files per.stack,
WeatherLock@ G(High WeatherLock@ G(High.Tear)is-,a.self-adhered ,underlayment used as an alternative to
Tear) ASTM D 2.26,Type I or Typell roofing felt and ASTM D 1970.5elf-adhering"polymer
(Houston,T)FJ , mod..ified.bitumen underlayment. The underlayment is composed of"SBS modified,
asphalt with a:fiberglass mat,internal reinforcement.and is-surfaced with granules::The
product is supplied with a nominal thickness.of 50 milsjo 1,.95-sq rolls-with nominal
dimensions of 3=fI x 65-ft.
VVeatherLock1D G"(High Tear).is permitted,to beused with mechanically fastened asphalt
shingles; metal roofing,slate.shingles,wood shingles and wood shakes as prescribed in
the FBC- Exposure on the''roof deck shall be Iimited to a maximum 30 days.
OCR14002.6a FL9777-kb Page 2 of 4
This-evaluation report is provided for State of Florida product appio4al,under Rule°61G20-3. The(manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes_th�oughout theAuration forwhich this report is valid.
This evaluation"report does not express nor irn'y Warranty,,installation,recommended use,or other product attributes;that are not
specifically,addressed herein.
OWENS CORNING ROOFING AND ASPHALT LLC
CREEK WeatherLock®Setf-Sealing Ice&Water Barriers
TECHNICAL SERVICES, LLC
PRODUCT APPLICATION
Min.Roof Slope; 2:12 or in accordance in with the FBC'
Application: All underlayments shall be installed in accordance with the FBC.
Deck.substrates shall be clean, dry, -and free from any irregularities and debris: All
fasteners.in the deck shall be checked for protrusion and corrected prior to underlaymenf
application. Prior to beginning installation, the underlayment' shall'be. unrolled and
allowed-to,relax form minimum of 3-5 minutes:.
The underla"ent shall be installed with.the release.backer removed and pressed fmily
into place to,ensure:complete:contact with the deck.The underlaym.rit_shall be installed
with the roll length parallel'to:the eave, starting at.the eave, and with minimum 3"side.
laps and minimum 6"end laps staggered min,:&ft.from preceding course. Additionally,if
applying WeatherLock®Specialty Tile&.Metal, end laps shall be primed-with ASTM D
41 primer or sealed with asphalt roof cement,a minimum-of 34 inches'across`the Width
of the lap.,
It is permissible to back nail the underlayment 12-inches on-center as needed.(nails shall
be installed perpendicular to deck with the nail heads flush to the:top surface of the
undedayment): Additionally, WeatherLock®Specialty Tile & Metal shall be back nailed
When installed`on roof slopes greater than 3:12.,
Min.Application 40°F;Contact:the manufacturer-when installing at temperatures below the minimum
Temperature: application temperature,
WIND RESISTANCE
The Maximum Design Pressures showrmbelow were.calculated using a 2.1 margin of safety,per FBC Section 1504.9' ,
Underlavment System No.1-Weath&Lock:Soecialty Tile 8 Metal Orily
Roof Deck: Min:-t5/32=inch CDX plywood attached.to wood supports-spaced a maximum 24"o.c.
Undedayment: WeatherLock® Specialty Tile tip 'Metat shall be applied in accordance with.
manufacturer's installation instructions to;the fastened deck and.backnailed along the
Selvage witFi.ninimum 1 12ga:, 1- )4;ingh.gaJvanized .ring shank roofing nails'through
optionally;primed, 32ga. x '1 , 18-inch 0 'tin caps spaced '12" o:c:. The applied:
lay underment shall, be rolled with a minimum f5lb.,steel, ro..11er immediately following
application.
Maximum Design -105 psf
Pressure:
OCR14002.6a FL9777-R9 Page 3 ot4
This eyaluation.report isprovided for State of Florida product approval-under Rule 61G20.3. The manufacturer shall notify CREEK
Technical Services,LLC of=any product changes or quality.assurance changes throughout the duration-for which thls-report is valid.
This evaluation report does not express nor imply.warranty,installation,recommended,use,•or other product attributes,that are not
specificaliv addressed,herein.
OWENS CORNING ROOFING AND ASPHALT LLC.
CREEK WeatherL900`Se1F Sealing Ice&Water Barriers
TECHNICAL SERVICES, LLC
GENERAL LIMITATIONS
1)' This,evaluation report is not use'in the HVHZ.
2) Fire Classification is.not within the scope of this evaluation.
3,) Installation of the:evaluated product shall.comply,with this report,the FBC,and the.manufacturer's published
.application 'instructions: .Where discrepancies exist'between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
4) The•roof deck shall be constructed of closely fitted:plywood sheathing for new or existing_ construction.
5) The space under the deck area shall.be properly ventilated in accordance with the'FBC requirements.
6) All side-lap seams shall be installed to stied water from the deck;
7); The underlaymentriiay be used as described-in other current;FBC product approval documents.
8) Design,wind load pressures shall be determined, for components and cladding in accordance with FBC
160.9.
9) The,roof:de&shall be designed by others in accordance with FBC requirements to resist the design wind.
loadpressures'for components and cladding.
10) Maximum Design Pressures for a given. underiayment shall meet- or exceed the design wind loads
determinedfor the roof assembly:
11) All products listed in this report shall be.manufactured under'a quality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE_STATEINENT
The products:evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida.Building
Code 5'h Edition(2014)as evidenced in the referenced documents submittec}by the named manufacturer.
`�rrrrrt�•�r���r
R', p
No 74021' = 15 15.46
STATE OF W:
'Q *%4- p Zachary-R.Priest,P.E.
R t ~ Florida
.Registmbon No.74021
Organization No:.ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services;.LLC does not have,norwill it.acquire,a financial interest in any compa.ny:.manufacturing_ or distributing
products under this evaluation.
CREEK Technical Services,LLC is not owned operated,or controlled by-any companymanufacturing or distributing products under
, 1
this evaluation.
Zachary R.Priest„P.E.does nothave,nor will acquire,a financial interest In any company manufacturing or distributing products
underthis-evaluation.
Zachary R.Priest,P.E.does not hav%,nor will acquire,a financial interest.in any other-entity involved in the approval process of the
product,
END OF REPORT
OCR14002.6a FL9777-R9 Page 4 of 4
This evaluation report is provided for-State of,Florida product approval under Rule 61.G20-3. The manufacturer shall notify,CREEK
Technical Services,LLC of any product changes.or quality assurance changes throughout the duration forwhich this:reportAs valid.
This evaluation report does not;express nor imply-warranty,installation,recommended use,or other product attributes that are hot
specifically addressed herein.