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Product Approval Menu>Product or Application Search>Application List>Application Detail,
FL# FL9777-119 F E C E I V E
Application Type. Revision'
Code Version 2014 OCT 0 4 20V
Application Status Approved
PERMITTING
Comments St. Lucie County,FL
Archived
Product Manufacturer Owens Corning
Address/Phone/Email One Owens Corning Parkway
Toledo,.OH 43659
(740)404=7829
greg.keeier@owenscorning:com
Authorized Signature, Greg Keeler
greg.keeler@owenscorning.com
Technical Representative
Address/Phone/Ernall
Quality Assurance Representative
Address/Phone/Email
• r.,
Category Roofing
Subcategory Underlaymerits
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-74.02:L
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date, 12/31/2020
Validated:By Locke Bowden
Validation Checklist=Hardcopy Received
Certificate of independence FL9777 R9 COI OCR 14062 6a'FBC 2014 Evaluation Report Weather
Non-HVHZ FINAL:odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D 1970 2009
ASTM D 226 2006
ASTM G,155 2005
TAS 103` 1995
UL'1897 ::
File Copy 2004
Equivalence of Product Standards
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i
i
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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 Approved06/13/2617
Summarv.of Products
FL# Model;.Number•or Name 'Description
9777.1 Weatherlock G Weatherproofing'Underlayment
i Limits of Usef Installation Instructions
Approved for use in.HVHZ:.No FL9777 R9 II OCR14002 6a FBC 2014 Evaluation Reoor
Approved;for use outside HVHZ:Yes Weatherlock Noh-HVHZ FINAL.odf;
Impact'Resistantp.N/A Verified"By: Zachary R.Priest 7462-1
i. Design Pressure:N/A Created by Independent Third Party:Yes
s Other:See evaluation report for limits of use. Evaluation Reports
' FL9777 R9 AE OCR1400 .6a:FRC 2014 Evaluation Rep
Weatherlock Non-HVHZ FINAL.odf
f treated by Independent Third Party:Yes
9777:2 WeatherLock'G(HighlTear)' Weatherproofing Underlayment
Limits'of.Use Installation Instructions
Approved for use in HVHZ;No fiL9777 R9 Ti 6CR14002 6a FBC 2014 Evaluation Repor
Approved for use outside.HVHZ:Yes Weatherlock"Non-HVHZ FINAL pdf"
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
FL9777 R9 AE O9;914002.6a FBC 2014 Evaluation Repo
Weatherlock Non-HVHZ'FINAL.p7d
I 4 Created by IndependentThird Party: Yes
1-9777.3 Weatherlock MAT Waterproofing.Underlayment
Limits of Use Installation Instructions
Approved for use,in HVHZ:'Yes; FL9777 R9 II OCR14002"6b FBC 2014 Evaluation Reoor
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
Other:See evaluation report for limits of use. Evaluation Reports
'MZZy'R9 AE' OCR14002'6b FBC 2014 Evaluation Regg
Weatherlock HVHZ pdf
Created by Independent`Third Party: Yes
9777.4" Weatherlock,MAT;; 1 Waterproofing.Underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL9777_R9 11 OCR14002 6a FB 2014 Evaluation Reoor
Approved for use.outside HVHZ:Yes Weatherlock Non-HVHZ FINAL•Rdf
Impact Resistant: N/A Verified By: Zachary R. PriestPriest 74021
Design.Pressure;N/A 'Created by Independent Third Party:Yes
Othemtee'evaluation report for limits of use: Evaluation Reports
EL9777'139 AE OCR14002 6a FBC 2014 Evaluation Repc
Weatherlock Non-HVHZ FINAL pdf
Created by Independent Third:Party: Yes
.
9777,.5: WeatherLock_Metal (.Weatherproofing Underlayment
Limits of.Use, I:.Installation;Instructions
Approved for use in HVHZ:No FL9777- R9 -II OCR14002 6a FBC 2014 Evaluation Reoor
I Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ FINAL odf
Impact Resistant: N/A Verified By.:Zachary R. Priest PE7.74021"
Design Pressure: N/A Created by Independent Third Party:Yes
( Other:See evaluation report for limits of use. Evaluation Reports
i FL9777 R9 AE 9CR14002 6a FBC 201'4 Evaluation Reno
" Weatherlock Non-HVHZ FINAL.pddf
Created by Independent Third Party Yes
977T6 Weatherlock Metal Weatherproofing Underlayment
Limits of Use Installation Instructions
l Approved for use in.HVHZ:Yes FL9777 R9 II OCRi4002 6b.FBC 2014 Evaluation Reoar
Approved for use outside HVHZ: No Weatherlock HVHZ.pdf
Impact Resistant: N/A Verified.By:Zachary R. Priest.P&74021
Design Pressure: N/A Created by Independent Third.Party:Yes
i Other:See evaluation report for limits of use. Evaluation Reports
( FL977T R9 AE OCR14002.6b FBC 2014 Evaluation Reps
f Wea#herlock HVHZ.pdf
Created.by'IndependentThird:Pariy:Yes.
9777.7 Weatherlock Specialty Tile&Metal Weatherproofing Underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL9777 R9 :II' O Rf 4002.6a FBC 2014 Evaluation k por
•Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ F_INAL Ddf
Impact Resistant:NSA 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:QCR14002.6a FBC 2014 Evaluation Repo
I Weatherlock.Non-HVHZ FINAL.Ddf
Created by IndependentThird'Party,Yes,
BacFs tier&
Contact Us::2601 Blair Stone Road-Tallahassee FL32399 Phone 850487-1824
The State ofFiorida is an AA/EEO employer.Copyright 2007-2013 State of"Florida.::"privacy°Statement.::Accessibility statement.::Refund Statement
Under Florida law,email addresses are:public records.If you.do not want youre-mail address released'ih response to a public records request,do notsend elf
mail to,this entity.Instead,contact the office by phone or by traditional mall:If you have any,questions,please contactB50.4B7.1395.*Pursuant to Secti
455.275(1),.Florida statutes;effectiye'October 1,2014 licensees licensed under Chapter 45S,F.S.must proyfde the Department With an email address if the.
one..Theemails provided maybe used for official communication with thdlicensee:However email addresses are public record.If you do not Wish to supply F
address,please provide the Department,With an email address which ran he made available to the'public.To determine if you.are a licensee under Chapter as.
.please click.here
Product Approval Accepts:
'® eaeeP M.
Credit Card
Safe .
i
_= Certificate of Authorization No..29824
. - 17520 Edinburgh Drive
CREEK
Tampa,FL 33647
TIECHNIC-AL<SERVICES, L,L.0 (813)480-3421
EVALUATION REPORT FLORIDA BUILDING:CODE 5T"EDITION(2014)
Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC Issued.Apri!fit,2017
1 Owens Corning:Parkway
Toledo;01 .43657
'(800)4387465
www.owenscorni ng.com
Manufacturing Location Brentwood,NH'
Houston,TX
Quality'As"surance-. UL.LLC(QUA9625)
SCOPE
Category":; Roofing
Subcategory: Undedayments
Code Sections: 1504.3.1,1507 2.4,1507.2.8,1507.2.9.2; 150"7.3 3; 1507.4 5, 1507.4.5t2i 150.7.5.3;
1507.5.3.2, 1567.7.3;1507:7:3:2
Properties: Physical properties
REFERENCES
Entity Report No. Standard' Year.
PRI.Construction Materials'Technologies(TST6049) NEI-03R-02-01 ASTM Dr 1970 2009
PRI Construction,Materials Technologies(TST6049).: NEI-042-02-01REV2 ASTM D'1970 2009
.PRI Construction Materials Technologies(TST6049): NEI-045-02-01 TAS 103 1995
PRI Construction Materials Technologies(TST6049) NEI-045-02-01 ASTM G 155.. 2005a
Oki Construction Materials Technologies(TST6049) NEI 053=02-01 TAS 103. 1995
PRI'Construction Materials7echnologies(TST6049)' NEI-053-02-01 ASTM G155 .2005a
'PRI Construction Materials.Technologies(TST6049); N0-093-02-02 ASTM D 1970 2009
PRI,Construction Materials Technologies,(TST6049) OCF-213=02=01' ASTM D'1.623 2009
PRI Construction Materials Technologies(T8T6049), 00E-237-02-0f UL 1897 2004
PRI Construction Materials Technologies(TST5878): OCF-252-02,01 ASTM D 4798 2001:
PRI Construction MateriaisTechnologies(TST604% OCF-252=02-01- ASTM D 1970 9009:
PRI Construction Materials Technologies(TST5878) OCF=253-02-02 ASTM 111970 2009
PRI Construction:Materials Technologies(TST6049) OCF=272=02-01 TA.S 103 1995
PRI Construction MatenaisTechnologies(TST6049) OCF-296-02-02 ICC-ES,AG1881, 2012
ICC-ES AC.48 2012
PRI Construction Materials Technologies(TST6049) 0CF=297-02-01.1 ASTM D 1970 2009
'Determined to be equivalent to ASTM D.226-06;Type I and.il,
E
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OCR14002.6a FL9777-R9 Page 1 of
This evaluation report is provided for State of.Florida product a0pfoval-.under Rule 61 G20-3..rThe manufacturer;shall notify CREEK
Technical Services,L'LC of any product change s=or quality assurance changes throughout the duration for which this report is valid..
This evaluadon report.does.not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed"herein.
t
CEEl\ /j OWENS CORNING;ROOFING AND ASPHALT LLC
j1 WeatherLock®SelfSealing lce&Water.Barriers
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION AND LIMITS OF USE
WeatherLock@ G WeatherLock@ G is an ASTM b 1970 self-adhesive underlayment constructed from SBS
(Brentwood;NO modified asphalt, a fiberglass mat reinforcement and surfaced with granules. The
product is supplied in 2-sq.rolls with nominal dimensions of 37.ft x.667-ft.
WeatherLockg"G is permitted to be used with.mechanically fastened asphalt shingles,
wood shakes orshingles and slate roofing as prescribed in the FBC. Exposure' on the
roof.deck shall be limited to a'maxirnum 30 days..
WeatherLock®Mat WeatherLoek6 Mat is an"ASTM D 1970 self-adhesive underlayment constructed from
(Brentwood,.NH.or SBS mo-dified_asot altwith a.fiberglass mat reinforcement. The product is supplied in 1
Houston, TX) sq..rolls:with nominal dimensions of 3=4 x 33.3-oft and 2 sq,rolls with nominal dimensions
of34x 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 of3=ft x'66.7-ft.
WeatherLock® Metal is permitted to be;:used with. mechanically 'fastened asphalt
shingles, metal roof panels or shingles, wood shakes or shingles, and slate"roofing as
prescribed in the FBC. Ek-posure on the roof,deck shall be limited to a maximum 90
days.
WeatherLockO WeatherLock® Specialty Tile &:.Metal is an.tASTM D 1970 self-adhesive underlayment
Specialty Tile&Metal constructed from SBS,modified asphalt and,surfaced with a.non-woven.polyesterfabric.
(Brentwood;NH) The product is supplied in 2.14 sq.rolls;writh nominal:dimensions-of-3-ft x 71:3-fit:
J.
WeathefLockO Specialty.Tile&Metal is permitted to,be used with mechanically fastened'
asphalt shingles,:clay.or.concfete tile, metal,roof panels;or shingles, wood shakes or
shingles,;and slate roofing-as prescribed in.the FBC.. WeatherLock® Specialty Tile &
Metal is permitted to be used with.adhered clay or concrete the roofing using either 3MT"
260omponent Foam Roof Tile Adhesive"AH-160 (3M Company) or TILE BONDTm Roof
Tile Adhesive(The bow Che,niical:Company),.Exposure on the roof deck shall be limited
to a maximum 90:days.
The maximum roof slope shall 4e-6:12 when used:with clay or concrete the installations
without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles
shall not be stacked greater 10 tiles per.stack,
Weather.Lock®G(High WoptherLock..6 G(High Tear:)is a,self-adhered,underlayment used as an alternative to
Tear) ASTM D 226,Type I or Type,II roofing felt and ASTM D 19.70.,seif-adhering polymer
(Houston, 7 modified bitumen underlayment. The underlayment is composed of`SBS modified
asphalt with,a fiberglass mat interpal reinforcement and is surfaced with:granu.les;:The:
product is supplied with a nominal thickness;of 50 mils in 1.95-sq rolls with nominal
dimensions of 3-ftx 65-ft.
WeatherLocke G(High Tear);is permitted,to'be used 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 limited to a maximum 30 days.
OCR14002.6a
FL9777 R9 Rage 2 of 4
This-evaluation report is provided for State(if'Flodda product approval under Rule 61320-3. The manufacturer shall notify.CREEK
Technical Services,LLCofany product changes brquality assurance 1.changes throughout the:duration for which this report is valid.
This evaluation.report does not express nor imply warranty,,installation, recommended use,.or other product.attributes that are not
speciflically addressed herein,
Is
h
WCREEK
OWENS CORNING ROOFING AND ASPHALT LLC
WeatherLock@ Self-Sealing Ice&Water Barriers
'TECHNICAL SERVICES,_LLC
PRODUCT APPLICATION:
Min. Roof Slope: 2:12 or in accordance in with the FBC
Application: All underlayments shalt be installed in accordance with the FBC
Deck substrates shall be clean, dry, and free from any:irregularities and debris.. Ali
fasteners in the deck shall be checked for protrusion and corrected prior to underlayment
application. Prior to beginning installation, the underlayment shall be unrolled-and
allowed to.relax fora minimum of 3-5 minutes.
The undedayment shall be installed.with the release,backer removed and pressed firmly
into placeJo ensure complete.contact with the deck.The undedayment shall be installed
with the roll length parallel to the save, starting at the,eave., and with minimum 3" side.
laps and rninimum Wend laps staggered rain.6-ft.from preceding Bourse: Additionally,if
applying.WeatherLock®Specialty Tile&.Metal, end laps shall be.primed with ASTM D
41 'primer-or sealed with asphalt roof cement. 3-4 inches:minimum of 3 inches:across the Width
of the lap:-
lUis permissible to back nail.the undedayment 1,2Anches on-center'as needed(nails shall
be installed'perpendicular to deck With the nail heads flush to the .top surface of the
underlayment); 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 installi g at temperatures below the.minimum
Temperature: -application,1 rnperature.
WIND RESISTANCE
The Maxim
urn Design Pressures shown..below were.calculated.using•a 21'margin of safety.per'FBC Section.1594.9.
Underlayment System No.1 —WeatherLock Specialty Tile 8 Metal Orily
Roof Deck: Min. 15/32,=inch CDX plywood,attached-to wood,su ortsa PP. ,paced a maximum 24"o..c.
Undedayment: WeatherLock® Specialty Tile `tip {Metal shall be applied in accordance with
manufacturer's installation instructions toAhe fastened deck and. backnailed along the
selvage wiK.minimum 12ga; 1-114-inch.golVanized .ring shank roofing nails through
optionally primed, 32ga. x 1 5J8-inch 6'tin' caps spaced 12° o.c.. The applied'
underlaymenf shall, be rolled with a rpinimpm i516.,steel. roller immediately following
application.
Maximum Design =1.05 psf
.Pressure,
OCR14002.6a FL9777-R9 Page 3 of
This evaluation report is provided for State of Florida product approval,under Rule 61 G20-3. The mans cturer shall notify CREEK
Technical Services,LLC of any product changes.or quality assurance changes throughout the duration•forwhich this report is valid.
This evaluation report does,not express not imply,Warranty,installation,recommended use,or other product attributes that are not
specifically-'addressed herein..
— ;.. ,.
OWENS CORNING ROOFING AND ASPHALT LLC
CREEK . WeatherLock(&Self-Sealing Ice.&Water Barriers
TECHNICAL SERVICES, LLC
GENERAL LIMITATIONS'
1) This-evaluation report is not use in`he 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.manufacturers published
application.instructions. Where discrepancies exist:between these sources, the more restrictive and FBC
compliant'installation detail shall prevail.
4) Thez roof deck shall be constructed-of.closelyfitted,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 Iap searns shall be installed to shed water from the:deck:
7), The underlayrhent,rhay 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'
1609.
9) The,roof deck:shall be_designed by others in:accordance with F.BC requirements to resist the.design wind,
load pressures'for'components and cladding.
10) Maximum. Design 'Pressures for a given underlayment shall meet or exceed the 'design wind loads
determined for the roof assembly.
1.1) All productslisted`in this-reportshall.be.manufactured undera qualityassurance program in compliance with
Rule 61 G20-3.
COMPLIANCE.STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida. Building
Code 5u,Edition(2014)as evidenced in the referenced.documents submlqed by the named.manufacturer.
R
_'Y ; P���i,
� .,. :,. R, 2017.04.12
No 74021 15:15;46
rr `.,
—
STATE -OF :IU 04`0.
%.` Zachary R.Priest, P.E..
Org ni ation No-'on No. 021
ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,;LLC does not have,nor will 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 comp any,manufactudng..or distdbutng products under
this evaluation.
Zachary R.'Priest,P.E.does not have,nor will acquire,a financial interest inany company manufacturing or distributing products
underthis evaluation.
Zachary R,Priest,P.E.does not have;,nor will acquire;a financial Interestin any otherentityinvolved in the approval process-of the
product. ,
END OFREPORT
OCR14002.6a FL9777-R9 Page 4 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 durationforwhich this report.is:valid.
This evaluation report does not express nor imply warranty,installation, recommended use;or other product attributes that are not
specifically addressed herein.
i
RECE
OC Q 289
TECHNICAL SERVI( E BULLETIN p ERMInNG Balletin#IG05-01/16
St.L cie County,FL
Cardin Al Double-Pane Insulating Glass 3erformance Data
3 mm/ 13.0 mm airspace/3 mm
Center of Glass Comfort
Visible Light U Value Indoor Glass
Reflectance BTU/hr/it=/'F - T m rature °F Tdw
Exterior Glass Interior G1 dss Trans Out I In SHGC Air I Argon Iffinter I Summer W Trans. ISO/CIE
Clear Clear 82% 15% 15% 0.78 0.48 1 0.46 45 90 58% 75%
LoE-180® #2 Clear 79% 15% 15% 0.64 0.31 0.26 55 87 1 29% 63%
LoE2-272® #2 Clear 72% 11% 12% 0.41 0.30 0.25 56 84 16% 55%
LoE2-270® #2 Clear 70% 12% 13% 0.29 0.25 56 83 14% 53%
LoE'-366® #2 Clear I 65% 11% 12% 0.27 0.29 0.24. 56 83 5% 43%
LoE'-340" #2 Clear 39% 13% 16% 0.18 0.29 0.25 56. 83 2% 27%
Clear LoE_-18011 _79% 16% 15% 0.69 0.31 0.26 155 _ 94_ 29% _ 63%
LoE-180® #2 LoE-i89® 77% 15% 14%1 0.62 0.24 0.21 k6 1 105 27% 61%
LoE2-272® #2 LoE-189® 70% 11% 11% 0.41 0.23 0.20 47 1 94 16% 53%
LoP-270® #2 LoE489® 69% 12% 12% 0.36 0.23 0.20 47 1 93 14% 51%
LoE'-366® #2 LoEA89® 63% 11% 11% 0.27 0.23 0.20 48 1 90 5% 41%
LoE'-MO'(#2 LoP_49® 38% 13% 15% 0.17 0.23 0.20 47 91 2% 26%
Green Clear 75% 14% 15% 0.60 0.48 0.46 94 36% 64%
Green LoE-180� 73410 13% 15% 0.52 0.31 0.26 5 92 19% 55%
Green LoE2-272° 66% 11% 11% 0.42 0.30 0.26 56 97 1 M .. 49%
Green LoE2-270e 64% 12% 12% 0:39 0.30 0.26 6 97 10% 47/o
Green LoE'-3u6` 59% 1i% 11% 0.35 0.29 0.24 56 100 3% 38%
Green LoE'-340'" 36% 14% 13% 0.36 0.29 0.25 56 114 1% 25%
GrayClear 57% 9% 13% 0.60 0.48 0.45 5 95 32% 50%
GrayLoE-180® 53% 9% 14% 0.49 0.31 0.26 55 93 _ 17% _42%
GrayLoE2-27_2®_( ) _50% 8% 9% 0.38 0.30 0.25 56 96 10% 38%
GrayLoE2-270® 49°.'0 8% 11% 0.35 0.29 0.25 56 . 97 94�0 37%
GrayLoE'-366® 45% 8% 10% 0.29 0.29 0.24 6 99 3% 30%
GrayLoF-%340'° 26% 10% 13% 0.31 0.29 0.25 56 111 1% 18%
Bronze Clear 61% 10% 13% 0.62 0.48 :0.45 94 31% 51%
Bronze LoE-1800 59% 10% 14% 0.53 0.31 ` 0.26. 93 17% 44°k
Bronze LoE2-2729 54°A 8% 10% 0.39 0.36 M:' 6. 96.. 10% 39%
Bronze . LoE2-2700 52% 9% 11% 0.36 0.20' ' 0.26' 97 9'/0 37%
Bronze LOE3ti3660 1 48% 81Z 10%1 0.31 0.29 0.24 6 99 3% _30%
Bronze LoE3ti340' 29% 11% 130/6 0.33. 1 0.29 0.25 6 113 1% 19%
Notes:
(1) Data was calculated u ing LBNL Window computer program with NFRC envi onmentai conditions.
(2) Calculations based on 13 mm(1/2")airspace,3 mm(1/8")glass,and 90%Argon gas fill level.
(3) Comfort Indoor Glass emperatures are for the center portion of the glass.
(4) Shading Coefficient($ )can be calculated by dividing SHGC by 0.87.
(5) The UV Transmittance is determined as an average for wavelengths 310-38 nm.
(6) UV Damage Weighted Transmittance(Tdw)is the weighted average for wav I _ IE 89/3).
VOID
jr Ile copy
2of5
I
RECEIVED*
OCT 0 4 2017
M PERMITTING MIAMI-DADE COUNTY
St.Lucie County, FL PRODUCT CONTROL SECTION
DEPARTMENT OF REGTJLATORY AND ECONOMIC RESOURCES MER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION
Miami,Florida 33175-2474
NOTICE OF ACCEPTANCE (NOA) T(786)315-2590 F(786)315-2599
Sun-TekManufacturing,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
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section(In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to have
this product or material tested for quality assurance purposes. If this product or material fails to perform in the
accepted manner, the manufacturer will incur the expense of such testing.and the AHJ may immediately revoke,
modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke
this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material
fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code,
DESCRIPTION: ICMG Skylight System .
APPROVAL DOCUMENT: Drawing No. STI-00000290, titled"ICMG", sheet 1 &2 of 2,prepared by Sun-Tek
Manufacturing,Inc.,dated August 07,2007,with 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 oi-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# 13-1010.09 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.
MIAMI•DADECOUNTY NOA te: 15-002018
� � MTIDa
te: 10/10/2018
o 03 Zo 15 bate: 091ON2015
l Page 1
i
t
Sun-Tek Manufacturing,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#07-0425.05
A. DRAWINGS
1. Drawing No. STI-00000290-SHTII&HT2, titled "ICMG'; sheet 1 & 2 of 2,prepared 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#02-0729.07)
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 "Model ICMG 4949
Insulated Glass Skylight with Polycarbonate Inner Liner" prepared by National
Certified Testing Laboratories, Report No. 210-2789-1, 2 & 3, dated 03118102, signed
and sealed by B. Portnoy, PE.
C. CALCULATIONS
1. Anchor Calculations for attachment of skylight to cubing and curbing to decking, dated
08113107, signed and sealed by James D. Wells, Jr., P.E.
D. MATERIAL CERTIFICATIONS (submitted under NOA#02-0729.07)
1. Die drawings No. STI-214 of Deco Ring,prepared by Sun-Tek Manufacturing, Inc. on
6119195.
2. Die drawing No. STI-205 of Curb Frame prepared by Sun-Tek Manufacturing, Inc. on
12126196.
E. STATEMENTS (submitted under NOA#02-0729.07)
1. Code compliance and No-Interest letter issued by Product Technology Corporation on
08127102, signed and sealed by R. J. Quiroga PE.
F. OTHER .
1. NOA renewal request letter issued by Sun-Tek Manufacturing, Inc., dated 08116107,
signed by James Feudner.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#11-0601.03
A. DRAWINGS
1. Drawing No. STI-00000290-SHT11SHT2, titled "ICMG'; sheet I &2 of 2,prepared by
Sun-Tek Manufacturing, Inc., dated August 07, 2007, with last revision "A" dated
October 14, 2011,%signed and sealed by James D. Wells, Jr., P.E.
Imy A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No. 15-0513.09
Expiration Date: 10/10/2018
Approval Date: 09/03/2015
' E-1
o
Sun-Tek Manufacturing,htc.
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 (see NOA#11-0601.02).
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#12-1011.16
A. DRAWINGS
1. Drawing No. STI-00000290, titled. "ICMG", sheet I & 2 of 2, prepared by Sun-Tek
Manufacturing, Inc., dated August 07, 2007, with last revision "A" dated May 03,
2012, signed and sealed by Tames 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. OTHERS
1. A compliance letter, prepared by J&L Wells Consulting LLC, dated April 25, 2012,
certifying compliance with FBC 2010 edition, sign and 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.
elmy A.Makar,P.E.,M.S.
Product Control Section Supervisor
.NOA No. 15-0513.09
Expiration'Date: 10/10/2018
Approval Date: 09/03/2015
E-2
Sun-Tek Manufacturing,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 13-1010.09
A. DRAWINGS
1. Drawing No. STI-00000290, titled "ICMG", sheet I & 2 of 2, prepared by Sun-Tek
Manufacturing, Inc., dated August 07, 2007, with last revision "A" dated May 03,
2012, signed and sealed by James D. Wells, Jr., P.E.
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 "Model ICMG 4949
Insulated Glass Skylight with Polycarbonate Inner Liner" prepared by National
Certified Testing Laboratories, Report No. .210-3915-02, dated 09113113, signed and
sealed by Gerard J.Ferrara, P.E.,.on 09124113.
2. Revised 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 "Model ICMG
4949 Insulated Glass Skylight with Polycarbonate Inner Liner"prepared by National
Certified Testing Laboratories, Report No. 210-3915-02, dated 09113113, revised'on
02126114, signed and sealed by Gerard J. Ferrara, P.E., on 02128114.
C. CALCULATIONS
1. Anchor Calculations for attachment ofskylight to cubing and curbing to decking, dated
10103113, signed and sealed by James D. Wells, Jr., P.E., on 10103113.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
5. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. STI-00000290, titled "ICMG", sheet 1 & 2 of 2, prepared by Sun-Tek
Manufacturing, Inc., dated August 07, 2007, with 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.
elmy A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No. 15-0513.09
Expiration Date: 10/10/2018
Approval Date: 09/03/2015
E-3
z
PART NAME:ICMG SKYLIGHT ASSEMBLY I FILE NAME:Z:\DWG\DWG\ACAD 2000 DRAWINGS\DADE COUNTY ICMG STI-00000290-SHT1 I SHEET 1 OF 2 DWG.NO.STI-00000290-SHT1
DECO CLIP 0.075
6063 T-6 ALUMINUM 17132" SILICONE BEDDING
OUTBOARD DSB GLASS BITE (CONTINUOUS)
SILICONE TEMPERED
SWGGLE INSULATED
TOP AND BOTTOM ro GLASS SPACER(CONTINUOUS) STI-214 DECO RING 0.050 MITRED
OF POLYCARBONATE
(CONTINUOUS) I AND WRAP AROUND
1 JTr_ 6063T-SALUMNIUM1.55'WIOEX1.18"HIGH
INSULATED
GAS FILLED N ' 1 11111GAS IR SEDCE N032 BOLT W/NUT "
T1 (7)PER SIDE
INBOARbDSB 0.125X 26063T-6
STI-205(0.060")MITERED AND STI-6 GLASS TEMPERED ALUMINUM FLAT BAR CUT
WELDED CORNERS EPDM GASKET WITH WELDED CORNERS
245"WIDE x 3.93"HIGH
6063 T-6 ALUMNIUM
CONTINUOUS WOOD LINER STI401-
1.16°WIDE X 0.935 HIGH 1/4'
.177 POLYCARBONATE SHEET MAx 912X2"PHILLIPS PAN
PALRAM PALSUN OR HEAD SCREW(5)PER SIDE
SHEFFIELD MAKROLON GP OR
SABIC LEXAN 9034 1.11°MIN.
EMBEDMENT 2X CURB HEIGHT TO BE
SUFFICIENT TO MAINTAIN
12X 1 12 CLOSED CELLPVC 4"MINIMUM LOWEST POINT
FOAM TAPE OF FRAME TO ROOF SURFACE
110 X 2-1?DECK SCREW LIGHT TUNNEL MATERIAL
SUPPLIED BY OTHERS
8Y OTHERS(APPROVED mill 30* (APPROVED BY DADE COUNTY)
4"MINIMUM ROOF BY DADE COUNTY)
SURFACE TO LIP ROOFING FELT
DESIGN PRESSURE RATING t80 PSF. FLASHING BY OTHERS IN
LARGE MISSILE IMPACT RESISTANCE 1 ACCORDANCE WITH NRCA
SHINGLES
(SEE NOTE 1) BUM
SEALANT(CONTINOUS)
6/6"MIN.
EMBEDMENT
Engineer of Record y NOTE:
James D.Wells, Jr.,P.E. a'min (1)ALL ROOFING DETAILS SHALL COMPLY WITH
Professional Engineer No. 53616 Protrusion CHAPTER 15 OF THE 2014 FLORIDA BUILDING CODE ROOF DECK
g PRODUCCRWiththe 5/6'MINI��f�11tt1111���
(2)4"MINIMUM DISTANCE FROM ANGLE LIP TO ROOF moomplyingwiNlhaFlorid. \�` pAYID /�
4
SURFACE IS FOR SHINGLE OR B.U.R.WITHOUT Bw1dingCodo
J&L Wells Consulting LLC INSULATION.FOR INSULATION AND TILE ROOF ADD FViM�o�» 'D`s.oq
1453 Arbitus Circle TILE HEIGHT AND INSULATION THICKNESS TO 4". 0 1� /. 3616 *'
Oviedo, Ff.32765 (3)ANCHORS TO BE MADE FROM NON-CORROSIVE MATERIAL r "tco"tral 0 S v rS W
COMPATIBLE WITH ALUMINUM.
(407)496-5489 (4)NO ONE-THIRD INCREASE IN THE DESIGN PRESSURE WAS USED. I:. TEpF
Certificate of Authorization (5)TESTED TO TAS 201,TAS 202 AND TAS 203.
No.27162 �flOAFA4
REVISION: Q REVISE
.2OF2 REVISION: PRODUCT NAME: ICMG SUN-TEK MANUFACTURING, INC.
REVISE SHT.2 OF 2 I
BY: BID DATE: oero7ro7 BY: DATE: DRAWN BY:JWF DATE: 05/03/201 DWG NO.STI-00000290-SHT1 REV. A 10303 GENERAL DRIVE ORLANDO,FL 32824
PART NAME:ICMG SKYLIGHT PLAN VIEW I FILE NAME:H:\DWG\DWG\ACAD 2000 DRAWINGS\DADE COUNTY ICMG STI-00000290-SHT2 I SHEET 2 OF 2 DWG.NO.STI-00000290-SHT2
51.375 DESIGN PRESSURE RATING PSF. DECO RING 0.0506083T-eALUMNIUM
Max. SILICONE BEDDING(CONTINUOS) MITERED AND WRAPAROUND
LARGE MISSILE IMPACT RESISTANCE DECO CLIP 0.075
OUTBOARD GLASS
I SILICONE TOP AND BOTTOM DSB TEMPERED(w)
OFPOLYCARBONATE
(CONTINUOS)
10.84375 10.843754 #aa2xlbon.wnur INSULATED AIRSPACE 51
4.00 Engineer of Record (7)per aido ARGON WFILLED g
[:�10.84375 10.84375 - 4.0- 0 4.00 James D.Wells,Jr.,P.E.
0.125 X2'ALUMNIUM FLAT BAR
- Professional Engineer No.53616 6063T-e BUTT WELDED CORNERS ,NBDARDD3B
ST18GLA53 TEMPERED
9T1-205(0.08(°)MITERED GASKET
AL Wells Consulting LLC AND WELDED CORNERS WOOD LINER
ICMG 4949 I 7.23 1453 Arbitus Circle 212 X2 HPHILLIPS PAN EAD SCREW .177 POLYCMSONATESHEET
PAIRAMPALMHOR
Oviedo, FI.32765 SH6fl6OMAMOWNGPOR
SABGLD(NI BD34
#12 X 2 PHILLIPS P HD SCREW 407 496-5489 v2 asad can PVC
FASTENED SKYLIGHT TO CURB 7.23 I x 1 I
Certificate of Authorization ACCORDANCE
foamtepo
(5)PER SIDE + ACCORDANCE WITH NRCA
T No.271��
#10 X 2-1/2'DECK SCREW LIGHT TUNNEL MATERIAL
#8 32 X 3/4 BOLT W!NUT ATTACHES I 7.23 ������gDAVID I{y���//// 4"min (�PER SIDE BY OTHERS(APPROVED
FRAME TO ALUMINUM BAR `���� ��a�Nj�s✓p�i� roofsurfacetoli BYDADECOUNTY)
51.375 1 P ROOFING FELT
(7)PER SIDE I}r� _�
max o.63616 SHINGLES(1)
7.23 IU^ 2X CURB HEIGHT TO BE SUFFICIENT TO
'I07f MAINTAIN 4'MINIMUM CLEARANCE
DAYLIGHT OPENING I i !OF �4 BETWEEN ROOF SURFACE AND
/f. LOWEST UP OF FRAME CURB
45.5"(MAX)X 45.5°(MAX) ��j ^ZOR4DI SUPPLIED BYOTHERS(APPROVED BY
7.23 DADECOUNTY)
N
CURB TO DECK FASTENERS �1A4\����� ROOF DECK 51W MINIMUM BUTYL �"Alin
#10 X 2.6' SEALANT
protrusion
7.23 FASTENER SCHEDULE SKYLIGHT TO CURB FASTENER SCHEDULE CURB FASTENER SCHEDULE
#12 X 2"PHILLIPS PAN HEAD AA TO DECK SUB-FRAME TO FRAME
SCREWS #10 X 2-1/2"DECK SCREWS #8-32 BOLT w/NUT
TIP TO MODEL PER PER PER PER PER
TIP LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE
5.93 4. 0 51.375 x 51.37 4949 5 5 8 8 7 7
-` 5.93 48.375 x 48.375 4646 5 5 8 8 7 7
4.00 35.375 x 61.375 3349 5 4 8 6 7 5
NOTE: 4.00 35.375 x 35.375 3333 4 4 6 5 5 5
(1)ALL ROOFING DETAILS SHALL COMPLY WITH 32.375 x 48.375 3046 5 4 8 5 7 5
CHAPTER 15 OF THE 2014 FLORIDA BUILDING CODE 32.375 x 32.375 3030 4 4 5 1 5 5 5
PRODUCP REVISED 27.375 x 51.376 2549 5 3 8 5 7 4
(2)4"MINIMUM DISTANCE FROM ANGLE LIP TO ROOF cnmp)yingwilhllw Florida
Building Coda 27.375x35.375 2533 4 3 6
SURFACE IS FOR SHINGLE OR B.U.R.WITHOUT 5 5 4
Accapinncc NG -OS/3.o9' 27.375x 27.375 2525 3 3 5 5 4 4
INSULATION.FOR INSULATION AND TILE ROOF ADD Expl mnDam sL.Zo16 24.375 x 48.375 2246 5 3 8 3 7 4
TILE HEIGHT AND INSULATION THICKNESS TO 4". By 1 24.375 x 32.375 2230 4 3 5 3 5 4
(3)ANCHORS TO BE MADE FROM NON-CORROSIVE MATERIAW IDw a c1 'Gln:. 21
.375x24.375 2222 3 3 3 3 4 4
COMPATIBLE WITH ALUMINUM. 1 19.376 x 51.375 1749 1 5 1 3 8 3 _7 3
(4)NO ONE-THIRD INCREASE IN THE DESIGN PRESSURE WAS USED. 19.375 x 35.375 1733 4 3 6 3 5 3
16.375 x 48.375 1446 5 2 8 3 7 3
16.375 x 32.375 1430 4 2 5 3 5 3
REVISION: REVISION: PRODUCT NAME: ICMG SUN-TEK MANUFACTURING, INC.
BY: DATE BY: DATE: DRAWN BY: JWF I DATE: 08/05120111 DWG NO. STI-00000290-SHT2 REV. A 10303 GENERAL DRIVE ORLANDO,FL 32824