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Product Approval Menu>Product or AooliCal ion Search>Application List>Application Detail
a ,• FL# FL15529-R1
mom
Application Type Revision
Code Version 2014
Application Status Approved
Comments COPY
Archived FILE.
Product Manufacturer IKO Industries, Ltd
Address/Phone/Email 40 Hansen Road South
Brampton, NON-US L6W 3114
(708)496-2800 Ext 200
rmetzOO1@tampabay,rr.com
Authorized Signature Robert Metz
rmetzOD1@tampabay.rr.com
Technical Representative Bob Metz
Address/Phone/Email REMCO of Pinellas
456 Avila Circle NE
Saint Petersburg, FL 33703
(727) 776-5261
rmetzOCI@tampabay.rr.com
Quality Assurance Representative Don Shaw
Address/Phone/Email IKO Industries LTD
120 Hay Rd.
Wilmington, DE 19808
(717) 579-6706
don.shaw@iko.com
Category Roofing
Subcategory Underlayments
Compliance Method Test Report
Testing Lab PRI Construction Materials Technologies, LLC
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 06/26/2025
Validated By Zachary R. Priest, P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence l-15529 R1 COI'11_12838 R2 COI PRI CMT Cert of Indeoendenceffl.gdf
FL15529 R1 COI FM- Certificate of Independence 3-25-2011.pdf
Referenced Standard and Year(of Standard) Standard Year
D1970 2009
Equivalence of Product Standards
Certified By
https•J/www.floridabLilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvKmQdIOUtQtlXdgH16aAWg7ZYjpsp/o2fluk8a6ZyMdl6cigOA3d`/o3d 112
7/8/2016 Florida Building Code Online
Product Approval Method Method 1 Option B
Date Submitted 06/29/2015
Date.Valldated 07/14/2015
Date Pending FBC Approval 07/23/2015
Date Approved 10/16/2015
Summary of Products
FL# Model,Number or Name Description
15529.1 StormShield Standard Ice and #7910033
Water Protector
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL15529 RI II SShieldIWO806 Application Instructions
Approved for use outside HVHZ:Yes 2012.pdf
Impact Resistant: N/A Verified By: PRI Construction Materials Technologies, LLC
Design Pressure: N/A Test Reports
Other. FL15529 R1 TR IKO-081-02-01 Report ASTM D 1970
StormShield Standard Ice and Water Protector 04-20 Z
PRI.Ddf
FLISS29 R1 TR IKO-143-02-01 FBC 2014 Letter- FBC
FL15529.pdf
. £loci; next �
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone;850-4B7-1824
The State of Florida 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 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 Department with an email address if they have
one.The emalis 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 email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click here.
Product Approval Accepts:
CrediE C.�I`d
Saila
httpsi/www.floridabuilding.org/prlpr_appjtl.aspx?param=wGEVXQwtD qvKmQdIOUtQtlXdqH]6aAWg7ZYj ps%2fluk8a6ZyMdl6clg%3d%3d 212
If
"0
CONSTRUCTION MATERIALS
TECHNOLOGIES
Brad Grzybowski
Managing Director
July 9,2015
Dear Sir/Madam,
PRl-CMT tested several products for IKO Industries and subsequently issued LaboratoryTest Reports.These
reports have been utilized to support FL15529,This letter serves to establish compliance of legacytest reports
to FBC 2014.
FL15529—StormShield Standard Ice and Water Protector
Product Specification
• Applicable product specification:ASTM D1970
• FBC 2014 referenced standard year:ASTM D1970-09
• Test Report: PRI Project/Report Number IKO-081-02-01 states compliance to ASTM D1970-08.
• Action: Establish equivalency between ASTM D1970-08 and ASTM D1970-09.
• Conclusion:Compliance to FBC 2014 established.
Statement of Independence: PRI Construction Materials Technologies and/or Duc T.Nguyen, FL P.E.do not
have nor plan to acquire a financial interest in any company manufacturing or distributing products for which
the test reports are issued.
Signed: //� .t'r %� �� Signed:
Brad Gtzyba ski Duc T.r en '
Managing Director Florida Rbrgtrtereil Professional Engineer
P.E.Number.65034
Date: July 9, 2015 Date: July 9,2015
IKO-143-02-01
PRI construction Materials Technologies,LLC.6412 Badger Drive Tampa,FL 33810 Tel;813.621-5777 Fax:813-621-5840 e-mail:matedalstesting@pricmLoom WebSite:Upl/mvw.pricmt.com
1 •
APPLYING IKO'S STORMSHIELD
Ko ICE & WATER PROTECTOR
Caution
• Read all instructions before proceeding with application.
• Membrane must always be covered by shingles or other roofing materials. It must not be left exposed
to the weather.
• This product is a vapour retardant. Space under roof deck must be properly ventilated to avoid
moisture condensation.
• In cool temperatures membrane should be tacked in place with mechanical fastenings.
• Installation is not recommended when air and substrate surface temperatures are less than 5°C(40°F).
APPLICATION DIRECTIONS
Surface Preparation
• The roof deck must be clean, smooth, dry and free of sharp protrusions.
• Metal and masonry surfaces must be primed.
Installation
1. Cut the membrane into 3 m to 4.5 m (10 ft. to 15 ft.) lengths.
2. Unroll and align with the lower edge of roof.' Tack top edge with four equally-spaced temporary
fasteners.
3: Lift the lower half and remove the lower release film, exposing the adhesive surface.
4. Carefully reposition the membrane down onto the deck and press firmly in place. Avoid wrinkles.
Remove temporary fasteners.
5. Fold top half down and remove release film.
6. Carefully reposition the membrane up onto the deck and press firmly in place. Avoid wrinkles.
• If two courses are required, the top course should overlap the selvage tape on the lower course by
75 mm (Y).
• End laps must be at least 15 cm (6")and rolled to ansure adhesion and should be located at least 61
cm (24")from those in the previous course.
• Apply each course carefully.
• Best suited for low sloped roof areas. Cover entire area with StormShield Standard Ice and Water
Protector, lapped as outlined above, and then shingle as per normal shingle exposures.
Valleys and Ridges
• Cut the membrane into 1.2 m to 1.8 m (4 ft. to 6 ft.) lengths. In the valley, start at the low point and
work upwards,overlapping each sheet at least 15 cm (6"). Peel off the release film and centre the
sheet over the valley or ridge. Drape and press in place working from the centre outward toward the
edges.
• Membranes must not be left exposed in an open valley:
Ice Dam Protection
• Membrane must be applied to reach above the highest expected level of ice dams, and at least 61 cm
(24") up the roof from the vertical projection of the interior surface of the outside wall.
Drip Edge
• Drip edges must be located under the membrane at the eaves, and over the membrane at rake edges.
Note
• Do not remove selvage tape.
Storage
• Store rolls in their carton until application. Store inside or undercover not over 40°C (1040F).
SShieldlW 08-08
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7/8/2016 Florida Building Code Online
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Product Approval Menu>Product or Application Search>Application List>Application Detail
' ami FL# FL7006-119
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archlved
Product Manufacturer IKO Industries, Ltd
Address/Phone/Email 40 Hansen Road South
Brampton, NON-US L6W 31-14
(708)496-2800 Ext 200
rmetz001@tampabay.rr,com
Authorized Signature Robert Metz
rmetzOO1@tampabay.rr.com
Technical Representative Bob Metz
Address/Phone/Email REMCO of Pinellas
456 Avila Circle NE
Saint Petersburg, FL 33703
(727) 776-5261
rmetz0ol@tampabay.rr.com
Quality Assurance Representative Don Shaw
Address/Phone/Email TKO Industries LTD
120 Hay Rd.
Wilmington, DE 19808
(717) 579-6706
don.shaw@iko.com
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Certification Mark or Listing
Certification Agency FM Approvals -CER
Validated By Locke Bowden
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 modified to 110 mph. 2009
ASTM D3462 2009
ASTM D7158 Class H 2008
ASTM E108 2007
Equivalence of Product Standards
Certified By
https.//www.flaridabuilding.org/pr/pr_appdtl.aspx?param=wGEVXQwtDgse7rnYBd2b3K6mXtoZLhN\IX122Npf7OJlEp/pad 1/3
7WO16 Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 06/28/2015
Date Validated 06/30/2015
Date Pending FBC Approval
Date Approved 07/06/2015
Summa rV of Products
FL# Model,Number or Name Description
7006.1 Cambridge, Cambridge HD and CRC Laminated architectural fiberglass asphalt shingle
Biltmore AR manufactured at IKO's Kankakee,IL; Hawkesbury, Ont.;
Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL7006 R9 C CAC FM Letter-ASTM d3161 letter- 4-15-
Approved for use outside HVHZ:Yes 2015 .odf
Impact Resistant: N/A FL7006 R9 C CAC FM Letter-ASTM d3462 letter-5 6
Design Pressure: N/A 15. d
Other: FL7006 R9 C CAC FM Letter-ASTM E 108 letter- 5 3
15 odf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL7006 R9 II IKO-133-02-01 Letter-Installation
Instructions for FBC FL7006.ndf
Verified By: Duc T Nguyen 65034
Created by Independent Third Party: No (i
Evaluation Reports
{ Created by Independent Third Party:
7006.2 Hip and Ridge 12 Cap fiberglass I This is a 12"x 12"fiberglass asphalt shingle used to cover i
shingles the hip and/or ridge of an asphalt shingle roof system
manufactured in Toronto,Ont. and Brampton, Ontario �?
Limits of Use Certification Agency Certificate 1
Approved for use in HVHZ:Yes FL7006 R9 C CAC FM Letter-ASTM d3167 letter- 4-15-
Approved for use outside HVHZ:Yes 2015 .odf j
Impact A act Resistant: N r
p / 7006 R9 C CAC FM Letter-ASTM d3462 letter- 5 6
Design Pressure: N/A 1S.Pd
Other: FL7006 R9 C CAC FM Letter-ASTM E 108 letter: _5 3
15 .odf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL7006 R9 II Hip and Ridge Cao Shinale Installation t
Instructions.odf
FL7006 R9 II IKO-133-02-01 Letter-installation
Instructions for FBC FL7005 odf
Verified By: Duc T Nguyen PE 65034 I
Created by Independent Third Party: No {
Evaluation Reports {
Created by Independent Third Party:
7006.3 Leading Edge Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip at
Starter Strip the bottom of a roof system manufactured in Brampton and
_ Hawkesbury,Ontario plants i
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes j FL7006 R9 C CAC FM Letter-ASTM d3161 letter- 4-15-
Approved for use outside HVHZ:Yes 2015 .Ddf
Impact Resistant:N/A FL7006 R9 C CAC FM Letter-ASTM d3462 letter- 56
Design Pressure: N/A 15.pdf i
Other: FL7006 R9 C CAC FM Letter-ASTM E 108 letter- 5 3
15 .pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
1LF_7006R9 IT IKO-133-02-01 Letter- Installation
Instructions fpr FBC FL7006.pdf
FL7006 R9 II Roofing-Products-Leading-Edge-Plus-
App1icatlon-EN(1).pdf
Verified By: Duc T Nguyen PE 65034 i
Created by Independent Third Party: No
Evaluation Reports i
T ' Created by Independent Third Party:
7006.4 Marathon 25 AR, CRC Superglass 3 tab fiberglass asphalt shingle manufactured at IKO's
https://�vww.floridabuilding.org/pr/pr_app ol.asp)?param=wGEVXQwtDgse7mYBd2b3K6mXtoZLhNVX122Npl7OJlE%3d 213
7/8/2016 Florida Building Code Online
M25AR Brampton,Ontario,Hawkesbury Ont.,Toronto, Ont.; i
Sylacauga,AL and Kanakakee,IL plants `
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL7006 R9 C CAC FM Letter-ASTM d3161 letter- 4-15-
Approved for use outside HVHZ:Yes 2015 .Ddf
Impact Resistant: N/A FL7006 R9 C CAC FM Letter-ASTM d3462 letter- 5 6
Design Pressure:N/A 1S.Ddf
Other: FL7006 R9 C CAC FM Letter-ASTM E 108 letter- 5 3
15 .Ddf
Quality Assurance Contract Expiration Date
12/20/2020
Installation Instructions
FL7006 R9 II IKO-133-02-01 Letter-Installation
Instructions for FBC FL7006.pdf
Verified By: Duc T Nguyen 65034 III
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
BacisPoext
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement
Under Modda 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
mall 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,FS.must provide the Department with an email address if they have
one:The smalls 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 email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click here.
Product Approval Accepts:
Crodit'Card'
Safe
httpsJ/www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgse7mYBd2b3K6mXteZLhNVX122Npl70J1Ep/o3d ' 3/3
FM Approvals«
FM Approvals f,+ .>rjtk�j:''C;i;rxrtf,=sup
1151 Boston-Providence Turnpike
P.O.Box 9102 Norwood,MA 02062 USA
T:781.762 4300 F:781 762 9375 www.fmapprovals.com
May 3,2015
Mr.Donald Shaw
IKO Industries,Ltd.
40 Hansen Road South
Brampton,Ontario L6W 3H4
Canada
Customer ID: 1000000686
Subject: IKO Industries Ltd.'s FM Approved asphalt roof shingles
Dear Mr. Shaw,
This letter is being written following in regards to your recent inquire regarding verification of the ASTM
D3161 testing of IKO Industries Ltd's asphalt roof shingles. IKO's shingles that are FM Approved have
been tested in accordance with ASTM.D3161 (reports 3040947 and 3038510).
FM Approvedproducts:
Crowne Slate,Cambridge,Hip&Ridge 12,Marathon 25 AR,Marathon
Ultra AR,Cambridge IR,Leading Edge Plus,Cambridge HD,Marathon .
25,Hip&Ridge Plus,Dynasty with ArmourZone
Cairio C.orporatoii .Iti ::: Biltmore,Hip&Ridge 12(CRC),Superglass 25 M AR,Superglass
Ultra AR,(CRC)Hip&Ridge Plus
Please be advised that shingles noted above tested to previous versions of ASTM D3161 continue
to meet the test criteria of the current version of ASTM D3161.
If you have any questions please do not hesitate to contact me.
Very truly yours,
David L.Alves Phillip J.Smith
Senior Engineer-Materials Group Principal Engineer-AVP
FM Approvals FM Approvals
1151 Boston-Providence Turnpike
Norwood,MA 02062
T:781 255 4856
E:david.alves@fmapprovals:com
ar>Rovm APPR
wM _
CONSTRUCTION MATERIALS
TECHNOLOGIES
March 30,2015
IKO Industries, Ltd
120 Hay Rd.
Wilmington, DE 19809
Re: FBC FL7006
Sir(s),
.PRI Construction Materials Technologies has completed a technical review and attached sealed shingle
instructions in compliance the 2014 Florida Building Code.
This review was completed based on the receipt of following evidence from IKO Industries, Ltd:
1) IKO Shingle Application Instructions—3-Tab Shingles
(EN-3Tab—Appins_BAGXEFS-2012-11 reformatted 2013-02-rev07/13-Florida)
2) IKO Laminated Shingles Application Instructlons
(EN-Laminated_Appins_8TTEFS•-2012-04_reformatted 2013-02-rev07/13-Florida)
3) IKO Hip and Ridge 12 Application Instructions
(EN-HipandRidgel2_3HRTri-2013-08_reformatted 2013-08)
4) IKO Leading Edge Plus Shingle Application Instructions
(EN-3LEP-Tri-2012-06_reformatted 2013-03)
5) ASTM D3161 Test Report(FM Approvals Project No.3040947)
The attached instructions should be used in conjunction with the published manufacturer's application
instructions and applicable code. In the event the instructions conflict, these instructions shall govern.
Statement of Independence:PRI Construction Materials Technologies and/or Duc T.Nguyen, FL P.E.do not
have nor plan to acquire a financial interest in any company manufacturing or distributing products for which
the test reports are issued.
Signed: . �•I L Signed: 1( 'l
Brad Grzybo ski Due T.1 u en
Managing Drrector Florida ere d Professional Engine r
P.E.Number:65034
Date: April 30, 2015 Date: April 30;2015
Attachments: A) IKO Shingle Application Instructions-3-Tab
B) IKO Laminated Shingles Application Instructions
C) IKO Hip and Ridge 12 Application Instructions
D) IKO Leading Edge Plus Application Instructions
1KO-133-02-01
PRI Constnution Materials Technologies,LLC.6412 Badger Drive Tampa,FL 33610 Tel:813-621-5777 Fax:613-621-5640 e-mail:materialstesting&rlcmLcom WebSite:httpJlwww.prianLcom
IKO
Installation Instructions for
Asphalt Shingles
Page 2 of 5
IKO Shingle Application Instructions — 3-Tab Shingles
(ASTM D3161, Class F—11<0 Marathon 25 AR and CRC Superglass M25AR)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT,THESE INSTRUCTIONS WILL GOVERN.
ROOF DECK: Solidly sheathed and fastened deck conforming to 2014 FBC.
UNDERLAYMENT:Applied in accordance with building code requirements.For areas where the roof slope is
less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code
requirements, the first sheet overlapping the eave protection by 19",followed by full 36"widths overlapping
each preceding course by 19"or other Approved underlayments in accordance with the qualified application
instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of
underlayment laid parallel to the eaves,-with 2"horizontal laps and 4"end laps. Apply metal drip edges on top
of any underlay along rake edges and directly to the deck along eaves in accordance with building code
requirements.
NAILING: Use galvanized(zinc coated)roofing nails, 11 or 12 gauge,with at least 3/8"diameter heads,long
enough to penetrate through plywood or 3/4"into boards. Use 4 nails per shingle placed 6-1/8"above the butt
edge,approx. 1"and 13"from each end and 1/2"above each cutout. Drive nails straight so that nail head is
flush with, but not cutting into shingle surface.
NAILING ON STEEP SLOPES: For steep slopes of 21"per foot(600)or more,use 6 nails per shingle placed
as shown below. Ensure that no nail is within 2"of a joint/cutout of the underlying shingle. Seal down each
shingle at time of application with three 1"diameter(approx.size and thickness of a quarter)spots of asphalt
plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle.
Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles
should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the
heat of direct sunlight.
EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8".
STEEP SLOPES
1=112" r-1rr'.
SEALING STRIA ± •. + --� +� �� .
NAILS F NAms
DO NOT NAIL INTO OR A96VE THE.SEALING STRIP
PRI Construction Materials Technologies,LLC.6412 Badger Drive Tampa,FL 33610 Tel:813621-5777 Fax:813.621-5840 e-mail:materialstesfng@pricml.com WebSita:http:llwww.pricmtcom
IKO
Installation Instructions for
Asphalt Shingles
Page 3 of 5
IKO Laminated Shingles Application Instructions
(ASTM D3161, Class F—Cambridge, Cambridge HD, and CRC Biltmore AR)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT,THESE INSTRUCTIONS WILL GOVERN.
ROOF DECK: Solidly sheathed and fastened deck conforming to 2014 FBC.
UNDERLAYMENT:Applied in accordance with building code requirements.For areas where the roof slope is
less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code
requirements, the first sheet overlapping the eave protection by 19",followed by full 36"widths overlapping
each preceding course by 19"or other Approved underlayments in accordance with the qualified application
instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of
underlayment laid parallel to the eaves,with 2"horizontal laps and 4"end laps. Apply metal drip edges on top
of.any underlay along rake edges and directly to the deck along eaves in accordance with building code
requirements.
NAILING:Use galvanized(zinc coated)roofing nails, 11 or 12 gauge,with at least 3/8"diameter heads,long
enough to penetrate through plywood or 3/4"into boards. Use 4 nails'per shingle placed in the nail line 7-3/8"
below the top edge,approx. 1"and 13"in from each end. Drive nails straight so that nail head is flush with,
but not cutting into shingle surface.
NAILING ON STEEP SLOPES:For steep slopes of 21"per foot(60°)or more,use 6 nails per shingle placed
as shown below. Ensure that no nail.is within 2"of a joint/cutout of the underlying shingle. Seal down each
shingle at time of application with three 1"diameter(approx.size and thickness of a quarter)spots of asphalt
plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle.
Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles
should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the
heat of direct sunlight.
EXPOSURE. Installed shingles shall have a maximum average exposure of 54/8".
NAILING=STEEP SLOPES APPUCATI0 1i
Usesix nails as shown.
--► a— .t. 1" —► i ► rl,.
V. � —
if—
NAIL LINE —�
bate 11 =e<
i
rZ ' r�
NAILS CEMLN I
PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OFTHE SHINGLE
PRI Construction Materials Technologies.LLC.6412 Badger Drive Tampa,FL 33610 Tel:813621-5777 Fax:813621-5640 e-maU:matedalstesflng@pOcmt.com WebSite:httpJAvww.pricmtcom
IKO
Installation Instructions for
Asphalt Shingles
Page 4 of 5
IKO Hip and Ridge 12 Application Instructions
(ASTM D3161, Class F—IKO Hip and Ridge 12)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT,THESE INSTRUCTIONS WILL GOVERN.
Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are
designed for a 51/8"(130 mm)exposure. (For a neater appearance,the top of each side of each piece has
been factorytrimmed on a 1"(25 mm)taper(see drawing).Bend each piece overthe hip or ridge,and nail 5
5/8" (143 mm)above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 118" (130 mm).
Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge
pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end
opposite to the prevailing wind direction and continue to the other end. Note:To obtain a three-dimensional
effect,(which is recommended,but not required),apply hip and ridge shingles double thickness,bystacking 2
pieces on top of one another,the lower piece extending about 3/4"(19 mm)further than the top piece(see
diagram).The final shingle should be set in cement,and the exposed nail heads of the final shingle should be
covered with cement.Prior to application in cold weather,staring the shingles in a heated area will allow for
easier bending.
NOTE:SHINGLES MUST BE APPLIED PROPERLY.THEYARE DESIGNED FOR USE AS HIP AND RIDGE
SHINGLES ONLY,AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS.WE ASSUME NO
RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO
PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER
VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS.REVIEW
ALL APPLICABLE BUILDING CODES,-MINIMUM PROPERTY STANDARDS,AND REQUIREMENTS PRIOR
TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS.
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6.718'
ns.mm)
PRI Construction Materials Technologies,U.C.6412 Badger Drive Tampa,FL 33610 Tal:813-6215TTT Fax 813-621-5840 a-mail:matedoistesung@prlcmt.com WebSite:httWtANww.pdcmt.com
IKO
Installation Instructions for
Asphalt Shingles
Page 5 of 5
IKO Leading Edge Plus Application Instructions
(ASTM D3161, Class F—IKO Leading Edge Plus)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN. CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT,THESE INSTRUCTIONS WILL GOVERN.
1. Apply any underlayment, eave protection,valley flashings, or drip edges to roof deck as required.
2. Each 39 3/8"x 131/4"(1000 mm x 336 mm)IKO Leading Edge Plus strip is perforated lengthwise for
separation into two(2)shingles.Take one IKO Leading Edge Plus strip and fold flat at perforation to
separate.
3. Take one of the separated shingles 39 3/8"x 6 5/8"(1000 mm x 168 mm)and remove approximately
20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up,with the
factory installed sealant adjacent to the eaves.The shingle should overhang the rake edge and eaves
by a nominal 1/4"(6 mm)minimum. Fasten the shingle to the roof deck with nails located 3"to 4"(75
mm to 100 mm)from the eave edge and-1"(25 mm)in from each end.
4. Take the leftover 20"(500 mm)piece shingle.Rotate the piece and align it vertically up the rake edge
with the factory installed sealant adjacent to the outer edge of the roof.The shingle should overhang
the rake edge by a nominal 1/4"(6 mm)minimum. Fasten the shingle to the roof deck with fasteners
located 3"to 4"(75 mm to 100 mm)from the rake edge and 1"(25 mm) in from each end.
5. Repeat Steps 3—4 for the right lower corner of the roof deck.
NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge,with at least
3/8"(9 mm)diameter heads, long enough to penetrate through plywood or 3/4"(20
mm) into boards. Use 4 nails per shingle placed 3"to 4"(75 mm to 100 mm)from
—the eave edge and approximately 1"and 13"(25 mm and 330 mm)in from each end.
6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck.Install
the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles
should overhang the rake edge and eaves by a nominal 1/4"(6 mm)minimum.Fasten the shingles to
the roof deck with nails located 3"to 4"(75 mm to 100 mm)from the eave edge,4 nails per shingle.
7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first
course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way,
the sealant on the IKO Leading Edge Plus shingles will adhere to the first-course field shingles and
help keep them from lifting in high winds.
PRI Construction Materials Technologies,LLC, 6412 Badger Drive Tampa,FL 33618 Tel:813.62157TT Fax:813-621-5848 e-mag:matefialstesVng@pHcmt.com WebSite:http:Owww.prlcmtcom
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Product Aoomvat Menu>Product or Aontiration Search>Application List>Application Detail
�..,,
•' f-q . FL# FL2847-R8
Application Type Revision
Code Version 2014
Application Status Applied For
Comments
Archived 0
Product Manufacturer Lomanco,Inc
Address/Phone/Email 2101 West Main Street
Jacksonville,AR 72076
(501)982-6511
acarter@iomanco.com
Authorized Signature Andrew Carter
acarter@lomanco.com
Technical Representative Andrew Carter
Address/Phone/Email 2101 West Main Street
Jacksonville,AR 72076
(501)982-6511 Ext 361
acarter@lomanco.com
Quality Assurance Representative Andrew Carter
Address/Phone/Email 2101 West Main Street
Jacksonville,AR 72078
(501)982-6511 Ext 361
acarter@lomanco.com
Category Roofing
Subcategory Roofing Accessories that are an Integral Part of the Roofing System
Compliance Method Evaluation Report from a Product Evaluation Entity
Evaluation Entity Miami-Dade BCCO-EVL
Quality Assurance Entity Miami-Dade BCCO-QUA
Quality Assurance Contract Expiration Date 09/04/2018
Validated By Miami-Dade BCCO-VAL
Certificate of Independence
Referenced Standard and Year(of Standard) Standard Y —r
Miami-Dade TAS 100(A) 1995
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option C
a
Date Submitted 08/16/2016
Date Validated
SummarV of Products
FL# Model,Number or Name Description
2847.1 Lo-OmniRidge LOR9-4 Gun Nailable 4'Ridge Vent for 9"Cap Shingles
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL2847 R8 II LOR9-4 13070110 pdf
Approved for use outside HVHZ:Yes Verified By: Miami-Dade BCCO-EVL
Impact Resistant:N/A Created by Independent Third Party:
Design Pressure:N/A Evaluation Reports
Other: 1.Refer to applicable building codes for required FL2847 RS AE LOR9-4 13070110.odf
ventilation.2.Omni Roll Ridge Vent shall not be installed on
roof hips.3.Omni Roll Ridge Vent shall not be connected at
ridge intersection,nor within 12"of any side wall or roof
protrusion,with a ventilation slot clearance of 12"from such
obstructions. 5.Omni Roll Ridge Vent shall not be installed
on roof mean heights greater than 33 feet.
2847.2 Lo-OmniRoll LOR-30 30'Gun Nailable Shingle Over Ridge Vent
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL2847 R8 TI LOR-30 13070111 pdf
Approved for use outside HVHZ:Yes Verified By: Miami-Dade BCCO-EVL
Impact Resistant:N/A Created by Independent Third Party:
Design Pressure:N/A Evaluation Reports
Other:1. Refer to applicable building codes for required FL2847 R8 AE LOR-30 13070111.pdf
ventilation.2,OmniRidge Vent shall not be installed on roof
mean heights greater than 33 feet.
2847.3 OmniRidge OR-4 4'Shingle Over Ridge Vent
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL2847 R8 II Lomanco OR-4-NOA 16051027.Ddf
Approved for use outside HVHZ:Yes Verified By: Miami-Dade BCCO-EVL
Impact Resistant:N/A Created by Independent Third Party:
Design Pressure:N/A Evaluation Reports
Other:1, Refer to applicable building codes for required FL2847 Ra AE Lomanco OR-4-NOA 16051027.odf
ventilation.2.OmniRidge Vent shall not be installed on roof
mean heights greater than 33 feet.
Back -71
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida 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 your e-mail address released in response to a public-records request,do not send electronic
mall 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 Department with an email 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 email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
CfetlC..Gard<<..'s'
II
<Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX...
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USER:Pub5c User
Product Aooroval Ffenu>Product or Acol[cation Search>Aool'Kation List>Application Detail
FL# FL1654-R19
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer POLYGLASS USA
Address/Phone/Email 150 Lyon Drive
Fernley,NV 89408
(570)384-1230 Ext 242
jakins@poiyglass.com
Authorized Signature James Akins
jakins@polygiass.com
Technical Representative Steve Wadding
Address/Phone/Email 150 Lyon Drive
Fernley,NV 98408
(602)363-7139
stevew@polyglass.com
Quality Assurance Representative lames Akins
Address/Phone/Email 555 Oakridge Road
Humboldt Industrial Pkwy
Hazleton,PA 18201
(800)894-4563
jakins@polyglass.com
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method. Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nleminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/06/2018
Validated By Jahn W.Knezevlch,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL1654 R19 COI 2016 01 COI Nleminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D6162 2000
ASTM D6163 2000
ASTM D6164 2005
ASTM D6222 2008
ASTM D6509 2009
FM 4470 1992
FM 4474 2004
Equivalence of Product Standards
Certified By
Sections from the Code
1 of 2 10/12/2016 11:11 AM
Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX...
Product Approval Method Method 1 Option D
Date Submitted 04/18/2016
Date Validated 04/19/2016
Date Pending FBC Approval 04/20/2016
Date.Approved 06/08/2016
Summary of Products
FL# Model,Number or Name Description
1654.1 Polyglass SBS and APP Modified Bitumen SBS and APP modified bitumen roof systems
Roof Systems
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL1654 R19 II 2016 04 FINAL Al ER POLYGLASS MODBIT FL1654-
Approved for use outside HVHZ:Yes R19.Odf
Impact Resistant:N/A Verified By:Robert Nieminen PE-59166
Design Pressure:+N/A/-622.5 Created by Independent Third Party:Yes
Other:1.)The design pressure in this application relates to one Evaluation Reports
particular assembly over'concrete deck.Refer to the ER Appendix for FL1654 R19 AE 2016 04'FINAL ER POLYGLASS MODBIT FL1654-
other systems.and deck types.2.)Refer to ER,Section 5 for other Limits R19.Ddf
of Use. Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Coovriaht 2007-2073 Slate of Florida.:;Privacy Statement::AccessLFty Statement::Refund Statemem
Under Florida law,emal addresses are public records.D you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,
contact the office by phone or by traditional mal.IF you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,Icensees
licensed under Chapter 455,F.S.must provide the Department wfth an emal address if they have one.The emails 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 email address which can be made available to the public.To determine If you
are a Irensee under Chapter 455,F.S.,please tick hem.
Product Approval Accepts:
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TRINITYI ERD
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Table Deck Application Type Description Page
1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5
18-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-9
113-2 Wood New,Reroof(Tear-Off)or Recover A=2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 10-11
1C Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12
11) Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 13-14
1E Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 15-16
1F-1 Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 17-19
1F-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 20-22
1G Wood New or Reroof(Tear-Off) I F Non-Insulated,Bonded Roof Cover 22
2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech,Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 23
2B Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech,Attached Insulation,Bonded Roof Cover 24-25
2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 26-27
3A Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 28.32
3B Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 32
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 33-34
4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 34
4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 35-37
5A CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 38
5B CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 39
5C CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 40
51) CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 40
5E CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 40
6A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 41.42
6B Gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 42
6C Gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 42
6D Gypsum Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 42
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 43-45
7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 45
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the
roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
D Wood: Minimum 0.75-inch penetration.
➢Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
➢ Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanu rate, polystyrene, wood fiberboard, perlite, gypsum-based roof board or mineral-wool roof board that meets the CIA
requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover.
Exterior Research and Design,LLC.d/b/a Trinity[ERD Evaluation Report P9290.02.08-1117 for FL1654-R19
Certificate of Authorization#9503 Revision 17:04/18/2016
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 45
-
TRINITY I ERn .
4. Minimum 200 psi,minimum.2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover),whereby the base
sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and
structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
5. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions.
➢ Hot asphalt(HA): Full coverage at 25-30 lbs/square,
➢ Dow Insta-Stik Roofing Adhesive(D-IS): Continuous 0:75 to 1-inch wide ribbons,12-inch o.c.
➢ Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
➢ OMG OlyBond 500(OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is
referenced.
➢ OlyBond Classic(OB Classic): Full coverage at 1 gal/square.
➢ ICP Adhesive&Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c.
D Note: When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,board joints shall be staggered.
D Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
6. Unless otherwise noted,all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets.or exceeds.that listed for a particular system in the tables,then
the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table:
➢ Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-inch thick)
➢ OMG Oly0ond 500(OB500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3)
➢ OMG OlyBond 500(08500): MDP -187.5 psf (Min.0.5-inch thick ISO 95+GL)
➢ OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500(OB500): MDP -487.5 psf (Min.0.5-inch thick ACFoam 11)
➢ ICP Adhesives&Sealants CR-20: MDP -117.5 psf (Min.1.0-inch thick)
7. Bonded.polyisocyanu rate insulation boards shall be maximum 4 x 4 ft.
8; For mechanically attached components or partially bonded insulation,the maximum design pressure for.the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC
Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29.
Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements.
9. For fully bonded assemblies,the maximum design pressure'for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitted.
10. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
11. For existing substrates in a bonded recover installation,the existing roof system shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system shall be capable of
resisting project design pressures on its own merit to the satisfaction of the AHJ,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 or TAS 124.
12. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application.
13. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced,refer to current LWIC Product Approval for specific deck
construction and limitations. For systems where specific LWIC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWIC over structural concrete,
reference is made to FBC Section 1917.4.1,Point 1.
Exterior Research and Design,I.I.C.d/b/a Trinity(ERD Evaluation Report P9290.02.08-R17 for FL1654-1119
Certificate of Authorization#9503
Revision 17:04/18/2016
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 45
I
1
i•
`` TRINITY I ERS
14. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
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Reference Layer Material Application
BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type II Hot Asphalt at 20 4f)
(Base and Ply sheets,Asphalt- Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI lbs
/square
Applied) Note: Asphalt-applied sheets or insulation shall not be applied to poly flim surfaced.membranes.
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Polyglass HT Base 650 PG350 at 1.5-2.0
SBS-CAI Cap Elastoflex VG,.Elastoflex VG FR,Elastoflex S6,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR,Polyfresko G gal/square
SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6 Polyplus 35 at 1.5-2.0'
SBS=CA2 Ca Elastoflex VG,Elastoflex VG FR,Elastoflex 56,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR,Polyfresko G
Cap SBS(sand-backed),Polyfresko G SBS FR(sand-backed) gal/square
Base Ply or Ply One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,Elastoflex S6,Polyglass
SBS-AA HT Base 650 Hot Asphalt at 20-40
(SBS,Asphalt-Applied) Cap Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex 56,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR, lbs/square
Polyfresko G SBS(sand-backed),Polyfresko G SBS FIR(sand-backed)
Note: Asphalt-applied sheets or insulation shall not be applied to poly flim surfaced membranes.
SBS-TA Base Ply or Ply One or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex S6,Polyglass HT Base 650
(SBS,Torch-Applied) Cap, Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR, Torch-Applied
Polyfresko G SBS_(po - ked),Polyfresko G SBS FR(poly-film backed)
Ba__se,Ply +One oramorerplies lasioflex SA':V B Elastoflex SA V FR Base,Elastofleic.SA V Plus,-Elas�ofleR SA-V Plus-FR_�_
-SBS-S-A” Cap-`Elastoflex SA P,Elastoflex 599 FR,Polyreflect
;Self-Adherin Self-Adhering
(SBSg) Note: Unless otherwise noted,permissible membrane substrates for SBS-SA are limited to the 585-SA Base Ply options herein,
Elastobase(poly/sand)or Elastobase(poly/poly).
APP-TA Base Ply or Ply One or more plies Polyglass APP Base,Polyflex,Polybond
(APP,Torch-Applied) Cap PolVflex,Polyflex G,Polyflex G FR Poland,Polybond G,Polyfresko G,Polyfresko G FR Torch-Applied
APP-SA- Cap`-P-oiyflexSA,R,-Polyflex-SAP,. "<P.olyfresko _eS olykoal ''`—
(APP,Self-Adhering) Note, Unless otherwise noted,permissible membrane substrates for APP-SA are limited to the SBS-SA Base Ply options herein, Self-Adhering
Elastobase(poly/sand)or Elastobase(poly/poly).
15. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings
associated with coating usage.
D PG200 Non Fibered Roof Coating;
➢ PG300 Fibered Roof Coating;
➢ PG600 Non-Fibered Aluminum Roof Coating;
➢ PG650 Fibered Aluminum Roof Coating;
PG700 High Quality Elastomeric Roof Coating or KM Acryl 25;
➢ PG700QS(Quick Set)High Quality Elastomeric Roof Coating or KM Acryl 25-QS(for granule-surfaced APP or SBS only);
D PG800 Asphalt Emulsion Roof Coating;
➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating;
➢ Polyplus 65 Premium Fibered Aluminum Roof Coating;
➢ Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15;
➢ Polybrite 70QS(Quick Set)Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS(for granule-surfaced APP or SBS only);
➢ Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating.
Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report P9290.02.08-1117 for FL1654-R19
Certificate of Authorization#9503 Revision 17:04/18/2016
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 45
�. TTY ERD
€ RINI
16. The following represent priming requirements for gypsum-based coverboards:
➢ Dens Deck and Dens Deck Prime shall be field-primed with PG100 prior to self-adhering or torch-applied membrane application. No priming is required for hot-asphalt membrane applications.
➢ SECUROCK Gypsum-Fiber Roof Board does not require field priming for any membrane application.
17. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design'Pressure(MDP)limitations. The lesser of the MDP listings below vs,those in Table 3A
applies:
.N. .: ..... .5....... _., ..,-n..nmaz..S ,..
OWN 'C.'P23:,•rx u
4._f.x..3 ....!!Bi ai. 3 Rrii:,Ar";i',.a�'��.,'m3,•313:":•�.i� :,;-Ss:*�i ! ':'.!'-'''.,!^
?: c. F�•,'ir..�' 7;4.� . 3...:ilT_i:?i.�,...,i;, ry::,•F,.±l¢3... '�',€:E, '�� : a
4llA'�tCit�.:�Ag $ .: ,.... � ,ax'':::•��.. .. .". :-.t' k' ..,.
_..,.___ t,_.._.... ...............:•�. ,,.�i_.> •,,..,u.,;� �..:,>,:,_s,_.._ z.: ,�!..aF_:�:<�.�.
Option# Primer Vapor Barrier
O
p Type Attach Insulation Adhesive MDP(psf)
1 PG100 Elastoflex SA V Plus Self-Adhering Inta-Stik or CR-20,12-inch o.c. -60.0
2 PG100 Polyglass APP Base Torch-applied Inta-Stik or CR-20,12-inch o.c. -75.0
3 PG100 Elastoflex SA P Self-Adhering Insta-Stik,12-inch o.c. -75.0
4 PG100 Elastoflex SA P Self-Adhering Millennium One Step Foamable Adhesive,12-inch o.c. -157.5
5 PG100 Elastoflex SA P Self-Adhering CR-20,12-inch o.c. -270.0
18. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report P9290.02.08-R17 for FL1654-1119
Certificate of Authorization#9503 Revision 17:04/18/2016
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 4 of 45
��i,� TR11VIl'Y�ERo
1.
TABLEIF-2:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)ORRECOVER
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(SCREWS&PLATES),BONDED ROOF COVER
System Deck(See Base Sheet Roof Cover(See Table 1) MDP
No. . Note 11 Type Fasten Attach Base Ply Cap (Psf)
W-134 Min.19/32= Elastobase,Elastobase P(poly-film Dekfast Hex with Dekfast#14 or Trufast 3"Metal 12-inch o.c.in 4-inch lap and 12-inch o.c.in two SBS-SA,APP-SA
SBS-SA , 52.5*
inch plywood top) Insulation Plate with Trufast HD (2),equally spaced,staggered center rows SBS-TA,APP-TA
W.135 Min.19/32- Elastobase,Elastobase P(poly-film Dekfast Hex with Dekfast#14 or Trufast 3"Metal 12-inch o.c.in 4-inch lap and 12-inch o.c.in two Polyflex SA Base APP-TA -52.5*
inch plywood top) Insulation Plate with Trufast HD (2),equally spaced,staggered center rows
Min.19/32- Elastobase,Elastobase P(poly-film OMG Flat Bottom Plates(square)with Roofgrip 12-inch o.c.in 4-inch lap and 12-inch o.c.in two SBS-SA SBS-SA,APP-5A, -60.0*
[j-:1:36: inch plywood top) #12 (2),equally spaced,staggered center rows SBS-TA,APP-TA
W-137 Min.19/32- Elastobase,Elastobase P(poly-film OMG Flat Bottom Plates(square)with Roofgrip 12-inch o.c.in 4-inch lap and 12-inch o.c.in two Polyflex SA Base APP-TA -60.0*
inch plywood top) 412 (2),equally spaced,staggered center rows
TABLE 1G: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Deck(See Roof Cover(See Table 1)
Primer MDP(psf)
No. Note 1) Joint Treatment Base Ply Ply Cap
W' Min.15/32- (Optional)PG100 None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- y�
90.0
' _' P138 inch plywood TA,APP-TA TA,APP-TA
W-139 Min.15/32- (Optional) flex SA Base
inch plywood (O P )PG100 None Polyflex (Optional)APP-TA APP-TA 90,0
Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Base or (Optional)5BS-SA,SBS- SBS-SA,APP-SA,SBS-
W-140 inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V FR Base TA,APP-TA TA,APP-TA 97.5
Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
W-141 inch plywood . (Optional)PG100 place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA 135.0
Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into
W-142 ex
inch plywood (Optional))PG100 Polyflex place to create continuous bond. Yfl SA Base (Optional)APP-TA APP-TA -135.0
Exterior Research and Design,I.I.C.d/b/a Trinity)ERE Evaluation Report P9290.02.08-1117 for FL1654-R19
Certificate of Authorization#9503 Revision 17:04/18/2016
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 22 of 45
i
I
MIAMI-DARE MIAN H DARE COUNTY
t' hAw&dh� PRODUCT CONTROL SECTION
f DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,R 208
BOARD AND CODE ADMINISTRA IONDIVi$XON Room ..._—.
--mlemil-Norida 33175-2474
NOTICE OF ACCEPTANCE NOA T(786)313-2590 F(786)315-2599
f Sun-Tek Manufacturing,Inc.
1 10303 General Drive.
Orlando,EL 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
Stction 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
laccepted 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
ifails 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
i 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.
i 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# 13-1010.09 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. —
MAMMA COUNTY NOA No, 15-05I3.09
•011• ��� Expiration Date; 10/10/2018
0 J p3�Za�5 Approval Date: 09/03/2015
/ Page 1
1 '
I
1 -
Sun-Tek Manufacturing,Inc.
jNOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
f _ ..----------._... .....- — --..-
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#07-0425,05
A. DRAWINGS
1. Drawing No,STI-00000290-SIIT11SHT2, titled "ICMG", sheet 1 &2 of 2,prepared by Sun-
Tek Manufacturing, Inc, dated'06/09/07, with last revision dated 08/07/07, signed and sealed
by.lames 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 Pi essur a Test per
PA 203 and Un form 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.
i
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.
j 2. Die drawing No. STI-205 of Curb Frame prepared by Sun-Tek Manufacturing, Inc. on
12/26196.
E. STATEMENTS(submitted under NOA#02-0729,07)
1. Code compliance and No-Interest letter issued by Product Technology Corporation on
08/27102, 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-SHTIISHT2, 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.
1my 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
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(see NOA#11-0601,02).
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami Dade County Department of Permitting, Environment, and Regulatory
Affairs(PEP-4).
E. MATERIAL CERTIFICATIONS
1. None.
3, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#12-1011.16
A. DRAWINGS
1. Draining 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 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
I. None. l
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
Expiratlon-Date: 1011.0/2018
Approval Date: 09103/2015
E-2
Sun-Tek Manufacturina,Inc.
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
--4.-_---EV1DHNC!E SUBMITTED UNDER PREVIOUS APPROVAL 013-1010.09
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 P-4 201, Cyclic Wind Pressure Test per
PA 203 and Uniform Static Air Pressure Test per PA 202 of "Model 1CMG 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 1CMG
4949 Insulated Glass Skylight with Polycarbonate Inner Liner"prepared by National
CertNed 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 of skylight 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
I Drawing No. STI-00000290, titled "ICUG", sheet I & 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
• I -
I
I
i
PART NAME:ICMG SKYLIGHT ASSEMBLY I FILE NAME:Z:1DWG1DWGIACAD 2000 DRAWINGSOADE COUNTY ICMG STI-00000290.SHT1 I SHEET 1 OF 2 1 DWG.NO.9TI-00000290-SHT1
DECO CUP 0.075 j
60637-6ALLI MENUM 17132' SILICONE BEDDI G.
OUTBOARDOSB GLASS BITE (CONTINUOUS)
TEMPERED
SILICONE
INSULATED
70PANDBOTTOM GLASS SPACER(CONTINUOUS)
STI-214 DECO R N,0.050 MITRED
OF POLYCARBONATE AND WRAP ARC UND
(CONTINUOUS) 1 6063 T-8 ALUMN UM(.55•LMDE X 1.1 B"HIGH
IAR ON ULATED AI RLEDCE 1 'ARGON ED AIR SPACE
#8-3280-T W NUT
� I
0.125 X 6063 T-6
INBOARb DSB ALUMINU FLAT BAR CUT i
STI-205(DABO')MITERED AND STi$GLASS TEMPERED' WITH WE BED CORNERS
WELDED CORNERS EPDM GASKET
245"W70E X 3W HIGH C610'1-6 ALUMNIUM
CONTINUOUS WOOD LINER 671401-
114,
1.16'WIDE X0935 HIGH MAX i
177 POLYCARBONATE SHEET Ot X2 PHILUPS PAN
PALRAM PALSUN OR H SCREW(5)PER SIDE
j
SHEFFIELD MAKROLON GP OR
1.11"MIN.
SABIC LEXAN 9034 EMBEDMENT 2X CURB HEIGHT T08E
SUFFICIENT TO MAINTAl m
12 X 1 12 CLOSED CELLPVC 4-MINIMUM LOWEST POIry i
FOAM TAPE OF FRAME TO ROOF SURFACE
LIGHT TUNNEL MATERIAL SUPPLIED BY OTHERS
#10X2-171'DECKS CREIN BYOTHERS(APPROVED mIn30" (APPROVED BYDADECOi7Nijlf)
4"MINIMUM ROOF 13Y DARE COUNTY) I
SURFACE TO LIP ROOFING FELT
DESIGN PRESSURE RATING t80 PSF. FIAs INGBYOTHERS IN
LARGE MISSILE IMPACT RESISTANCE
ACCORDANCEIMIHNRCA
SHINGLES
(SEE NOTE 17 BUTYL
SEALANT(CONMNOUS)
518 MR4
EMBEDMENT
Engineer of Record Al
NOTE:
James D.Wells,Jr.,P-E. a'min (1)ALL ROOFING DETAILS SHALL COMPLY WITH ROOF DECK
Provision CHAPTER 15 OF THE 2014 FLORIDA BUILDING CODE w MINI.
Professional Engineer No.53616 PRODDOTREYISEO �jNttcsutp�/
(2)4"MINIMUM DISTANCE FROM ANGLE LIP TO ROOF moomgyingwldlheFi"riA. tQ DI01W
SURFACE IS FOR SHINGLE OR B.U.R.WITHOUT
J&L Wells Consulting LLC INSULATION.FOR INSULATION AND TILE ROOF ADD �F"41o�omo�otg *�
1453 Artittus Circe TILE HEIGHT AND INSULATION THICKNESS TO 4". Dy = °• 3616
Oviedo, FL 32765 (3)ANCHORS TO BE MADE FROM NON-CORROSIVE MATERIAL ' " P°"tr°' Q
s -LAOS" #u_
COMPATIBLE WITH ALUMINUM >
(407)496-5489 (4)NO ONE-THIRD INCREASE IN THE DESIGN PRESSURE WAS USED. MA Al OF
Certificate of Authorization (5)TESTED TO TAS 201,TAS 202 AND TAS 203. ,�i//� AL.
�t1`����
No.27162
REVISION: A 56,12.8 REVISION: PRODUCT NAME; 'CMG SUN-TEK MANUF TURING, INS.
REVISE SHT.2OF 2
BY: BSD DATE: 08707/07 BY: DATE DRAWN BY:JWF DATE: 05103/201 OWG NO.STI-00000290-SHT1 REV. A 10303 GENERAL DRIVE OR NDO,FL 32824
I
i.. ... ..-..- ..... ..
I
i
i
PART NAME:ICMG SKYLIGHT PLAN VIEW I FILE NAME:HADWGIDWGWCAD 2000 DRAWINGSIDADE COUNTY ICMG ST(-00000290-SHT2 SHEET 2 OF 2 DWG.NIX STI-0000029"HT2
i
Max.
DESIGN PRESSURE RATING t80 PSF. OECD RING0.QWW63T-SALUMI 1Uj
MaX. 31LKX)NE BEDDING(CONTINUOS) MITERED IINOWRAP AROUND
LARGE MISSILE IMPACT RESISTANCE DECO CLIP GATS
. ` FPSIIJCOLYCARBONATE NE TTOM i DSSTEEMPEREOARD O(118')
OU
(CONTINUOS)
10.84375 10.84375 ia32x
4'� Engineer OfReCOTd olftVdmit
(np�rsdo. G,a� g,
�i0.84375- 10.84375 4-� r-4.00 James D.Wells,Jr.,P.E. 0.125X2'ALUMNIUMFuiTBAR
Professional Engineer No.53616 --BUTFWEIDEDOORNERs INWARD I
STISGULSS GASKET T'EMPEREU(N87
-77 STI-]06(0.06n MITERED i
723 J&L Wells Consulting LLC
AND
WELDED CORNERS WOODLINER
ICMG 4949 I 1453 ATIDitus Circle e12X2'H� RAN mPOLYciAeaH�iEat
Oviedo F1.32765 aPOInNSPaR
M12X 2 PHILLIPS P Hb SCREW � , EW !
(407)496=5489 salol;=-M
FASTENED SKYLIGHT TO CURS 723 S IN 112.7 irzclosad ouu PUG
(5)PER SIDE No-2C eofi4utnorizatiDll ACCOIRDANCE,NTH RCA toam6pe
I -
1 -17 ``T'j1Yc / B10X2-12'DECKSCREW
FBRAME TO ALUMINUM BAR ACHES 7.23 ``\\\` 9AVtDryWp,//♦♦' 4.,m� (e)PER SIDE LIGHT TUNNEL BYOTHER9(APPROVED
51.375 (7)PE
SLOE `�*yp�V1�i#I�e¢'�.p♦^ roofsurfaceto GP ROOFING FELT BYMGECOUNl11
c 0-53610
*'
723 a..^.. SHINGLES(7)
y �� 2XGUR8 HEIGHT TO BESUFFICI TTO
DAYLIGHT OPENING I SOI 'BETWEEN
IN 4 MW6 URFACLEARANCEND
45.F(MAX)X45.S'(MAX) ��♦ BETWEEN ROOF SURFAGEAND
♦ �ORIO1' �� LOWEST UPOFFRAME CURB
CUR<}TDDECKFASTENERS 723 ♦/I�,�O/YAL�r \t~ �PLI�B�THERsypPRovE we
I JJJ)Ifllltl�
#10X2.6' ROOF OECK5B'MINIMUM $�T �^m n j
protrusion
I I
SCHEDULE
723 FASTENER SCHEDULE SKYLIGHT TO CURB FASTENER SCHEDULE CURB FASTENER
{ I #12 X 2 PHILLIPS PAN HEAD ATO DECK SUB-FRAME TO FRAME
Jam. SCREWS #10 X 2-1/0 DECK SCREWS #8-32BOLTw/NUT !
TIPTO MODEL PER PER PER PER PER
TIP LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE L NG SIDE SHORT SID.6
5.93 5.93 4. D� 51.375 x 51.37 4949 5 5 8 8 7 7
48.375 x 48.375 4646 5 5 8 8 7 7
4.00 35.3 5 x 51.375 3349 5 4 B 6 7 5 I I
NOTE- 4,00 35.37$x 35.375 3333 4 4 6 6
•(1)ALL ROOFING DETAILS SHALL COMPLY WITH 32375 x48.375 3046 5 4 E 6 --7 5 I
CHAPTER 15 OF THE 2014 FLORIDA BUILDING CODE PRoOVCrnEvtsED 32-375 x 32.375 3030 4 4 5 5 5 5 i
(2)4"MINIMUM DISTANCE FROM ANGLE LIP TO ROOF cmapl,Iag.khd,aFlad,6, 27.375x51.375 2549 —5 -3 8 5 N4 !
SURFACE IS FOR SHINGLE OR B.U.R.WITHOUT BmIdMaCoda 27.375x35.375 2533 4 3 s 5 5J3Z7,375x27375 2525 3 3 5 5INSULATION.FOR INSULATION AND TILE ROOF ADD b� ZI,gleo/8 24.376x 48.376 2246 5 3 8 3 7TILE',HEIGHT AND INSULATION THICKNESS TO 4!.(3)ANCHORS TO BE MADE FROM NON-CORROSIVE MATERIA[Y IDDd a ctC24375X32375 2230 4 3 5 3 524.375 x 24.375 2222 3 33COMPATIBLE WITH ALUMINUM. 19.375x51.3]5 1749538 3 7(4)NO ONETHIRD INCREASE IN THE DESIGN PRESSURE WAS USED• 19.375 x 35.375 1733 4 3 6 •36375 3
REVISION: REVISION PRODUCT NAME: •
f CMG SUN-TEK MANUFACTURING, INC.
BY: DATE: BY: DATE DRAWN BY: JWF DATE: 08/05/2011 DWG NO. STI-40000290-SHT2 REV. A 10303 GENERAL DRIVE OR NDO,FL 32824
I
i
i
unde,rstanding Thermat
On Glass Performance
Solar HeatGaln Coefficient$SHM
measures how much'heat from-the suns blocked.
The lower the SHGC,the more the skylight is
blocking,heat:entering the living space.
U-Factor 0>SHGC>1
measures how well your '� "-- lower is better
i skylight prevents heatfrom _
escaping a living space. �. ;
0.15>U factor>1.20
Lower isbetter
Visible Transmittance SVT} . !Ultraviolet Light M)
measures how.much tight comes considered the energy that accounts
through the skylight. " for the majority of fading of materials
-- -'
and:furnishings.
0 0>'VT>100%
Personal Preferenceq ^ 0>UV>1
•lower is better
Insulated Glass Thermal Properties Comparison
;glass t1-Factor SHGC VT UV
Single:Parie,Clear 1:04 .86 90% 13
Tinted/ClrTemp w/Ar on 48 63 61 Yo 32
. _. ... . . .. g .:. _ .__
Low=e/ClrTemp w/Argon .30 .72 76% .50
Lo E2 240/ClrTemp w/Argon .26 .25 39% .16
LoE3 366/ClrTemp w/Argon .24 .27 65% 05
LoE3 340/ClrTemp w/Argon .24 .18 39,% .02
Condensation
Condensation in your home is caused by-excess humidity orinvisible water vapor in
the air.The warm air'in your home can hold large amounts of this water vapor(much
more than cold air).When the moisture-laden warm aircomes'in contactwitha cool
surface,the vapor condenses to form actual water droplets.This is the cause of the
condensation you see on the inside of your skylights or windows.The lower the
U-Factor&SHGC thermal numbers,the better result reducing condensation.
4 N400/1
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Gloss Skylights from Sun-Tek
LoE3.340 over Char Tempered (std)
Laminated impact Available ' s
-allows in the least
amount of heat to your home
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:your home of any availble glass on
the market ;
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