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FL# FL7005-R9
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
Archived 01
Product Manufacturer IKO Industries,Ltd
Address/Phone/Email 40 Hansen Road South
Brampton,NON-US L6W 3H4
(708)496-2800 Ext 200
rmetz001@tampabay.rr.com
Authorized Signature Robert Metz
rmetz001@tampabay.rr.com
Technical Representative Bob Metz
Address/Phone/Email REMCO of Pinellas
456 Avila Circle NE
Saint Petersburg,FL 33703
(727)776-5261
rmetzOO1@tampabay.rr.com
Quality Assurance Representative Don Shaw
Address/Phone/Email IKO Industries LTD
120 Hay Rd.
Wilmington,DE 19808
(717)579 67 6
don.shaw@i
Category Roofing
Subcategory Asphalt Shingl
Compliance Method Certification Marko It ION
Certification Agency FM Approvals-CER
Validated By Locke Bowden
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) ga x�C
ASTM D3161 modified to 110 mph 2009
ASTM D3462 2009
ASTM D7158 Class H 2008
ASTM E108 2007
Equivalence of Product Standards
Certified By
h //www.flori&buildin .or r/ r a . dtl:as x? ara e=wCTEVXQVVD*7mYBd2b3K... 7/22/2415
ttp: $ P P PP P F
.L'1V11Ud.Du11Ua1g%,oue umme Page 2 of 3
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 ry of Products
FL# Modell,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 pd
Impact Resistant:N/A EU006 R9 C CAC FM Letter-ASTM d3462 letter-5 6
Design Pressure:N/A 15.pd
Other: FL7006 R9 C CAC FM Letter-ASTM E 108 letter- 5 3
15 Dd
Quality Assurance Contract'Expiratlon Date
12/31/2020
Installation Instructions
FL7006 R.9 II IKO-133-02-01 Letter-Installation
Instructions for FBC FL7006.Ddf
Verified By:Duc T Nguyen 65034
Created by Independent Third Party:No
Evaluation Reports
Created by Independent Third Party:
7006.2 Hip and Ridge 12 Cap fiberglass This is a 12"x 12"fiberglass asphalt shingle used to cover
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
Approved for use in HVHZ:Yes FL7006 R9 C CAC FM Letter-ASTM d3161 letter- 4-15-
Approved for use outside HVHZ:Yes 2015 pd
Impact Resistant:N/A FL7006 R9 C CAC FM Letter-ASTM d3462 letter-5 6
Design Pressure:N/A 15.pd
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
FL7006 R9 II Hit)and Ridge Cap Shingle Installation
Instructions.pd
FL7006 R9 11 IKO-133-02-01 Letter-Installation
Instructions for FBC FL7006.gdf
Verified By: Duc T Nguyen PE 65034
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
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 nd
Impact Resistant:N/A FL7006 R9 C CAC FM Letter-ASTM d3462 letter-5 6
Design Pressure:N/A I5.odf
Other: FL7006 R9 C CAC FM Letter-ASTM E 108 letter- 5 3
15 .Ddf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL7006 R9 TI IKO-133-02-01 Letter-Installation
Instructions for FBC EI-7006.pd
FL7006 R9 11 Roofing-Products-Leading-Edcle-Plus_
Application-EN(11.pg
Verified By:Duc T Nguyen PE 65034
Created by Independent Third Party:No
Evaluation Reports
Created by Independent Third Party:
7006.4 Marathon 25 AR,CRC Superglass 3 tab fiberglass asphalt shingle manufactured at IKO's
M25AR Brampton,Ontario,Hawkesbury Ont.,Toronto,Ont.;
Sylacauga,AL and Kanakakee,IL plants
hq://www.flori&building.org/pr/pr�_app_�d-a.aspx?param--vvCjEVXQwtDqse7mYBd2b3K... 7/22/2015
IKO
Installation instructions for
Asphalt Shingles
Page 2 of 5
IKO Shingle Application Instructions — 3-Tab Shingles
(ASTM D3161, Class F—IKO 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 35'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 318"diameter heads,long
enough to penetrate through plywood or 314"into boards. Use 4 nails per shingle placed 6-1/8"above the butt
edge,approx. l"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
f1-1f2" 1-i01.
SEALING SIM
61118" 12' It ' -
NAILS NAILS
DO NOT NAIL INTO OR ABOVE THE SEALING STRIP
PW Construction Mdae r&Tw&dcoes,LLC.6412 Saeger Drive Tampa FL336t0 Tei:813&21-5177 F=81340-W40 04W,:mataiMesting@priant.COM W"ftV t WJt W W,Pd xnt.ccm
iKO
Installation Instructions for
Asphatt Shingles
Page 3 of 5
IKC? Laminated Shingles Application Instructions
(ASTM D3161,Class F—Cambridge,Cambridge HD,and CRC Biltmore AR)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONDUCTION 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 underiayment 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
underiayment 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. T'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"perfoot(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 5-718".
NAILING-STEEP SLOPES APPLICATION
Use sbs mails as shown.
NAIL LiNE
6 3Wt 'aT',
{ ry
NAiLS CEMENT
PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OFTHE SHINGLE
PRI ConMxfion Mateials Technologies,LLC.6412 Badges Drive Tanpa.FL 33610 Tel:813{x2 4M Far 81340-5840 &mail:matedoistesfiro@pfi=t.com WebSftw IftplAww0crnt.can
IK0
Installation Instructions for
Asphalt Shingles
Page 5 of 5
lK0 Leading Edge Pius 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 undedayment, 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 6 518! (1000 mm x 168 mm)and remove approximately
20"(500 mm). Install this shingle on the lower left comer 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 114"(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 114"(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 comer of the roof deck.
NAILING: Use galvanized (zinc coated)roofing nails, 11 or 12 gauge,with at least
30'(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 Corshuction Materials Techndogi%,ULC.6412 8adr Drive Tampa,FL 33610 Tel:813$21-5777 Fmc 813W-5840 e4naH:maWeJstes0ngQpricmt,wn WehSite:httpllena 0cmt.ccm
FIWApProvals"
tf,,inber of the FW Global Gmap
FM Approvals
1151 Boston-providence Turnpike
P.O.Box 9102 Norwood,MA 02062 USA
T.781762 4300 F:781762 9375 www.finapprovals.com
April 15,2015
Mr.Donald Shaw
IKO Industries,U&
40 Hansen Road South
Brampton,Ontario L6W 3H4
Canada
Customer ID: 1000000686
Subject: IKO industries Ltd-'s FM Approved and Specification Tested asphalt roof
shingles
Dear Mr.Shaw,
This letter is being written following in regards to your recent inquire regarding verification of the ASTM
E108 testing of IKO Industries Ltd's asphalt roof shingles. TKO's glass and organic shingles that are FM
Approved and Specification Tested have been tested in accordance with ASTME108. I have arranged the
shingles by category.
FM Appra"d Products:
11, n
I KAO 'd Ltd Cambridge,Cambridge ED,Marathon 25,Marathon 25 AR,Marathon
Industries
Ultra AR, Superglass Ultra.Al;,Crowne Slate,(IKO)Hip&Ridge 12,'
Hip&Ridge Plus,Dynasty with ArmourZone,Cambridge IR,Leading
Edge Plus
c'
C 6
fc U Biltmore,Biltmore AR,Superglass 25 M AR,Superglass Ultra AR,
,
(CRC)I p&Ridge 12,(CRC)Hi &Ridge Plus
Specification Tested products:
AR"des'�.L` Cambridge AR Dual Black Royal Estate,Marathon 20,Armour Starter;
Arm
ourshdkel Roofshake HW
Canroof Co 'ration;=1l c. Biltmore AR Dual Black,Superglass 20,Biltmore AR
Please be advised that shingles noted above tested to previous versions of ASTM E108 continue
to meet the test criteria of the current version of ASTM E108.
if you have any questions please do not hesitate to contact me.
Very tr*yours,
,/ , //, /2" 6aj-1-4ftd�vz
David L.Alves Phillip J. Smith
Senior Engineer-Materials Group TIM-AVP
FM Approvals FM Approvals
€x C <@>
E ARM APR=
< FIS Appraals"
FM Approvals
1151 Boston-Providence Turnpike
P,O.Box 9102 Norwood,MA 02062 USA
T:781762 4300 F:781762 9375 www.fmapprovals.com
May 3,2015
Mr.Donald Shaw
IKO Industries,Ltd.
40 Hansen Road South
Brampton,Ontario L6W 3114
Canada
Customer ED: 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. TKO's shingles that are FM Approved have
been tested in accordance with ASTM D3161(reports 3040947 and 3038510).
FM Approved Products:
K0 industrees:Itd. Crowne Slate,Cambridge,Hip&Ridge 12,Marathon 25 AR,Marathon
Ultra AR,Cambridge IR,Leading Edge Plus Cambridge HD,Marathon
25 -lip&Ridge Plus,Pynasty with ArmourZone
Cauroof Corporation,Iitic. `. ,1
Biltmore,Hip&Ridge 12(CRC),Superg
Ultra AR,((;�RC Hip&Ridge Plus lass 25 M AR,Superglass
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:781255 4856
E:davidalvff�"fina RLqvals.com
<FM>
-C E
RRM
W Aipprovals"
FM Approvals Mr" w a(thr FM Global Croup
1151 Boston-Providence Turnpike
P.O.Box 9102 Norwood,MA 02062 USA
T:781762 4300 F:781 762 9~375 www.finapprovals.com
May 6,2015
Mr.Donald Shaw
IKO Industries,Ltd
40 Hansen Road South
Brampton,Ontario L6W 314
Canada
Customer ID: 1000000686
Subject: IKO Industries Ltd.'s glass reinforced asphalt roof shingles
Dear Mr. Shaw,
This letter is being written following in regards to your recent inquire regarding verification of the ASTM
D3462 monitoring IKO Industries Ltd's glass reinforced asphalt roof shingles. IKO's shingles that are FM
Approved and/or Specification Tested Listed are monitored by FM Approvals for compliance with ASTM
D3462. They continue to meet this standard.
If you have any questions please do not hesitate to contact me.
Very truly yours,
xa—
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.aives rfmapprovals.com
£x C +�
TMiWni-Dade County -Building- Page 1 of 1
Miami-Davie County Building
Product Control Search
Detail Applicant Information
Applicant Maxim Industries, Inc.
Contact David Thornton
Address 1630 Terrecolony Court
City Dallas
State Texas
ZipCode 75212
Phone (214) 905-2021
Fax (214) 905-2024
Email david@maximskylights.com
Internet wwfw.maximskylight.com
You may also be interested in other N.O.A. files approved for the above Applicant
NOA Description Expires
12-1022.02 Model MAX DGCM 07 Curb Mount Aluminum Skylight January/10/2018
(library1productcontrotlnoa112102202.pdf)
14-0318.01 T Model DCM Curb Mount& DSF Self-Flashing Aluminum February/20/2019
(libraryloroductcontrollnoa11403180Ldf) Skylights
Page Last Edited:Tue May 28,2013 11:10:39 AM
h11AMN
OA1 -
10111
'If
http://www.miamidade.govlbuilding/pc-result_detail_app.asp?app_alias=102095 7/27/2015
MIAMI•DADE MIANI1 DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOWHC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) inv,Y.miamidade.gov/economy
Maxim Industries,Inc.
1630 Terre Colony Court
Dallas,TX 75212
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 j
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
perforin in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION:Model DCM Curb Mount&DSF Self-Flashing Aluminum Skylights
APPROVAL DOCUMENT:Drawing No.MAX0003,titled"Curb Mounted and Self Flashing Skylights",
prepared by Maxim Industries, Inc,sheets 1 through 5 of 5,dated 12/0312013,with revision A dated
02/26/2014,signed and sealed by Robert J.Amoruso,P.E.,bearing the Miami-Dade County Product Control
revision stamp with the Notice of Acceptance number and 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 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#13-1217.24 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned-above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.14-031&01
CrMIAMI�QADE COUNTY - Expiration Date: February 20,2019
Approval Date:May 1,2014
`�¢ � t Page 1
Maxim Industries,Inc.
NOTICE OF ACCEPTANCE: UVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.MAX0003,titled"Curb Mounted and Self Flashing Skylights",prepared by
Maxim Industries,Lie,sheets 1 through 5 of 5,dated 12/03/2013,with revision A dated
02/26/2014,signed and sealed by Robert J.Amoruso,P.E.
B. TESTS
1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation of Self Flashing and Curb Mount Plastic
Glazed Unit Skylights,prepared by Architectural Testing,Inc.,Test Report No.D1032.01-
801-18,dated 10/02/2013,and revision 1 dated 02/24/2014,signed and sealed by Viuu J.
Abraham,P.E.
"Submitted under NOA#13-12.17.24"
2. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform,Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked up drawings and installation of Self Flashing and Curb Mount Plastic
Glazed Unit Skylights,prepared by Architectural Testing,Inc,Test Report No.D1032.01-
801-18,dated 10/02/2013,signed and sealed by Vinu J.Abraham,P.E.
C. CALCULATIONS "Submitted under NOA#134217.24"
1. . Anchor calculations for substrate installation prepared by PTC Product Design Group,LLC,
dated 12/03/2013,signed and sealed by Robert J.Amoruso,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of acceptance No.12-0605.05 issued to Bayer MaterialScience LLC(MA),for their
Makrolon Polycarbonate Sheets,approved on 12/06/2012 and expiring on 08/27/2017.
2. Notice of acceptance No. 12-0110.04 issued to Palram Americas,Inc,for their Corrugated and
Flat Polycarbonate Panels,approved on 02/23/2012 and expiring on 01/22/2016.
F. STATEMENTS,"Submitted udder NOA#13-1217.24"
1. Statement letter of code conformance to 2010 FBC and no financial interest issued by PTC
Product Design Group,LLC,dated 12/11/2013,signed and sealed by R�Tert J.J.Amoruso,P.E.
_ J Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.14-0318.01
Expiration Date:February 20,2019
Approval Date:May 1,2014
E-1
MAMM INDUSTRIES, INC.
CURB MOUNT&SELF-FLASHING SKYLIGHTS a
INSTALLATIONANCHOFAGEDETAILS
Lu
U F
GENERAL NOTES: INSTALLATION NOTES: q uJ
1.THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE(HVHZ)OF THE 2010 I.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION DETAILED.
FLORIDA BUILDING CODE(FBC).THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND a
SEALED TEST REPORT ATI D1032.01-801-18 AND ASSOCIATED LABORATORY DRAWINGS. 2.THE MINIMUM NUMBER OF INSTALLATION ANCHORS ARE BASED ON THE FOLLOWING:
2.1. AS REQUIRED ON SHEET 3(CURB MOUNT)AND SHEET 5(SELF-FLASHING)BASED ON CORNER END DISTANCE
2.ADEQUACY OF THE EXISTING STRUCTURAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE AND ON CENTER SPACING.
OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE 2.2. MINIMUM OF ONE FASTENER PER SIDE AND MINIMUM FOUR FASTENERS PER SKYLIGHT ARE REQUIRED BASED ON
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. SKYLIGHT SIZES SMALLER THAN TESTED AND SHOWN ON SHEETS 2 AND 4. rn i'7 g 0
3.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT 3.FOR INSTALLATION OF SELF-FLASHING SKYLIGHT ONTO WOOD ROOF DECK,USE If12 WOOD SCREWS OF �
PROTECTIVE SYSTEM IS NOT REQUIRED. SUFFICIENT LENGTH TO ACHIEVE 13/8 INCH MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7/8 INCH. tu
SS
4.MATERIALS: 4.FOR INSTALLATION OF CURB MOUNT SKYLIGHT ONTO WOOD CURB,USE H12 WOOD SCREWS OF SUFFICIENT r. 0)p a 8
4.1. SKYLIGHT FRAME MATERIAL:6063-T5 EXTRUDED ALUMINUM. LENGTH TO ACHIEVE 1 318 INCH MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7/8 INCH. V W L7 z
4.2. SKYLIGHT INNER AND OUTER DOME MATERIAL'BAYER MATERIALSCIENCE MAKROLON POLYCARBONATE Z O8 Z z
(NOA 12-0005.05)OR PALRAM AMERICAS POLYCARBONATE(NOA 12.0110.04) 5.FOR INSTALLATION OF CURB MOUNT SKYLIGHT CURB ONTO WOOD ROOF DECK,USE 120(0.148'MIN.SHANK y U _ oi-
DIAMETER)BOX OR COMMON NAILS OR 1/8 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 2118 INCH MINIMUM
5.DESIGNATION'0'STANDS FOR THE A FIXED PANEL EMBEDMENT.MINIMUM EDGE DISTANCE IS 5/16 INCH. w O X W z
F—U-
6.IN ACCORDANCE WITH THE 2010 FBC,SECTION 2411.3.3.3,WOOD BUCKING SHALL HAVE BEEN PRESERVATIVE 6.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO, U W W
TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SECTION 2326.2. FOAM,BRICK VtNEER AND SIDING. Z W g O pp I
7.IN ACCORDANCE WITH THE 2010 FBC,SECTION 2003.8.4,DISSIMILAR METALS INCLUDING FASTENERS THAT 7.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON WOOD SUBSTRATE MATERIALS WITH p Q
MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING WOOD SHALL HAVE BEEN PROTECTED AS MINIMUM SPECIFIC GRAVITY OF 0.55. F_ W
DEFINED IN SECTION 2003.8.4.2. K u
8.TOE-NAILING OF CURB MOUNT SKYLIGHT CURB ONTO WOOD ROOF DECK(NOTE 6 ABOVE)SHALL MEET THE 7 z
FOLLOWING REQUIREMENTS FROM THE 2005 NDS FOR WOOD CONSTRUCTION. ow
7 C1
8.1. LENGTH(L)AS REQUIRED TO MEET P,Ls AND Lm REQUIREMENTS.
03
8.2. MIN.EMBEDMENT(P)IS 2.13'FOR BOX NAILS AND 1.60-FOR COMMON NAILS WITH 0.148'DIAMETER
8.3. MIN.Ls IS 1.33'FOR BOX NAILS AND 1.0' U m 1g �
FOR COMMON NAILS WITH 0.148'SHANK DIAMETER.
8.4. MIN.Lm IS 2.13'FOR BOX NAILS AND 1.6'
FOR COMMON NAILS WITH 0.148`SHANK DIAMETER.
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P Lm Fl dda P.E.No.49762
TABLE OF CONTENTS Q,� MES
SHEET DESCRIPTION ,!4 .. .YON
1 GENERAL AND INSTALLATION NOTES eOO�r���CEP��� 1W.
Q,: No 4975
2 DCM CURB MOUNT-ELEVATION
3 DCM LURE MOUNT-BECKONS DESIGN PRESSURE RATING(PSF) IMPACT RATING :gRVSTATE OF ll W
4 DSF SELF-FLASHING-ELEVATION LARGE and SMALL !�S %*.
5 DSF SELF-FLASHING-SECTIONS +40.0-76.0 MISSILE IMPACT
�����t�Og1•'������
DCM CURB MOUNT - ELEVATION DESIGN PRESSURE _ +40psf / -75psf a
°° a
0
C
Corner Detail U
(see Detail#3) w g
a
Top Frame Fastener
/ #12X1.5" a
/ (see BOM#5)
in Top Frame Fastener
6 /// #10X%" oLn LL
1.O li c
O (see BOM#6) p a
u �
rn a
—(see
Detail Z
J 0 j(see Detail#1) z V a a N
/ oIL� a
Angle De
[ail v w
(see Detail#1) z g o f �g
DL Opening=92.5" $ o 0 8 a1
2� �5
�— Glazing Detall :,o
(see Detail#1&#Z) 2 kill
Frame I 9
!Rig
=97.5" ` s
� g
Bill of Materials: FRODUCEREV&SM
Notes: 1. 6063-T5 Extruded Aluminum Frame mitered and welded at four corners.Manufacturer:AFCO Part#4950 r*M&W46 the Pkdm
1. This skylight is designed to comply with all wind zones,Including the HVHZ,of the Florida 2. 6063-TS Extruded Aluminum Angle mitered and welded at four corners.Manufacturer:AFCO Part#48430
Building Code, 3. Dow Corning 795 Silicone Building Sealant located between aluminum angle&glazing(glass bite)
2. This skylight meets small&large missie Impact resistance(TAS-201/TAS-203) 4. 0.125"UV Enhanced polycarbonate domes.Rlse varies but Is not less than 10%of the smaller
and no other protection is required. dimension of the length or width.Test specimen=10"outer dome&7"Inner dome. MIKRLanaol
3. All framing and roof deck is by others and must comply with the Florida Building Code, Manufacturer:Bayer MaterialSclence LLC(MA) or PalRam Americas
4. All sizes equal to or less than the test size total square footage are to be accepted S. #12 x 1"Stainless Steel Tapping Screw with neoprene gasket.Fasteners located 12"from each corner,
under this NOA. maximum 12"on center.Minimum one fastener per side and minimum four fasteners per skylight. RoboA J.A=m O.P.E.
6. #10 X 0.375"Stainless Steel fasteners 4"from each corner,maximum 12"on center. FJOMd P.E.No.49752
5. Fasteners used attach skylight wood curb are minimum#12 stainless 7. Schnee-Morehead SM5127 0.6250"X 0.125"Sealant tape.
steel wood screws with minimumm embedment of 1 1..377 5"
ApME8 �i,
.GNee.0E *3
.0
Q: No 49 'ro a
to
i0 STA7E F �:��
DCM CURB MOUNT - SECTIONS DESIGN PRESSURE _ +40psf / -75psf co
Detail#1:
Frame,Angle&Glazing Section Detail
012 x t"Stainless Steel Tapping Screw with neoprene gasket O
0.125"W Enhanced Polycarbonate Domes.Rise varies Fasteners located 12"from each comer,maximum 12"on center. d
but Is not less than 10%of the smaller dimension of the Minimum one fastener per side and four fasteners per skylight
length or width.Test Specimen-10'Outer&7"Inner.
Dow Coming 795 Silicone Sealant between retaining 1.75"X 1.75"X.060"Extruded Aluminum Retaining Angle a
Detail#3
angle and top dome.Glazing bite-1.75"
Schnee Morehead SM 5127 sealant tape.0.625"
Aluminum Shape Weld Detail
width applied continuously around the perimeter 010 X 0.375"stainless steel fastener.4"from each AFCO Part#AF-4950 "t
of the dome set comer,maximum 12"on center. m,
.060"Extruded Aluminum Shape Minimum Stainless Steel#12 PH or HH Wood Screw with minimum 1.375"
Sealant to be minimum 0.1251 tall bead to create constant embedment and 0.875"Edge Distance,3"from each comer 8t maximum 8°on co a'
seal between extruded frame and top of curb.(by others center.Pre-punched 1/81 holes by Maxim for fasteners(by others or optional
or Included by Maxim as per note belmv) * accessory)(See Installation Notes on Sheet 1.) rn
Minimum 12D 0.148"Shank Dia.)Common Nall or#6 Stainless Steel Woad - 911weep h z
Curb Butte DRerior Flnlslrlrg(by others) ( —.2s"weep hole Z
S[feyr 6°O.C.with Minimum Embeddment of 2.13°and 0.5625"Edge Distance hfalntaln lip height- at each career. $N�� 05Q
(by others or optional accessory)(See Installation Notes on Sheet 1.) no"V"weld acceptable.
Curb Buck:See e•Note Below --Roof deck.(by others) 0 LL Z
* Minimum distance-r from aluminum frame to f 8
roof surface for shingles or BUR without Insulation. Location of bellare TIG weld. 3 g o �
For insulation and roof tfle add Insulation or roof the '•Roof deck and framing by others All
thickness to 4"minimum height roof details shall comply with the Florida o
Building Code $ T �y
** Curb buck=Nominal Southern Yellow Pine g g S5
2 X 6 minimum with skylight set on buck with minimum XX
B�
11W tali bead of bullding sealant.Installation fasteners are
Stainless Steel#12 PH or HH Wood Screw with minimum
1.375"embedment and 0.875"Edge Distance located 31
from ch comer and maximum 8"on center.This curb
buck Is an optional component Included In the NOX Ap
Anchoring of the curb buck must be per the Florida
Bulking Code.See Installation Notes on Sheet 1.
Detail#2 Detail#4 PRODMOVISW
Glazing Detail Aluminum Angle Corner Weld Detail B �tk�
AFCO Part#AF-4843 Aerwtanea Na
y
0.125"UV Enhanced Polycarbonate Dome.Rise varies B
but Is not less than 10%of the smaller dimension of rwamt a eroaartconool
the length or width.Test Specimen=10".
Schnee Morehead SM 5127 sealant tape.0.625" Robertd Amwurq cue.
width applied continuously around the perimeter Locallen of hellarc TIG weld. Florida P.E N0.4876a
of the dame set. SWES
0.125 UV Enhanced Polycarbonate Dome.lase varies O�trZ. .........
....N9'��q�•.�
but Is not less than 10%of the smaller dimension of �' F•••• 1
the length or width.Test Specimen=7". .'� No 4975 1C
yb l�
��C• STATE OF ��
DSF SELF-FLASHING - ELEVATION DESIGN PRESSURE _ +40psf/ -75psf
0
Corner Detail C
(see Detail#3)
Lu
Lu g€
Top Frame Fastener 3
(see BOM#5) d e
/ a
in
in -e—Top Frame Fastener
d II ® (see BOM#6)
T II ,GLL y a O
Frame Detail g
J OJ j / (see Detail#1) Z 3
0 z a
/ z
/ N=�iY
Angie Detaila
(see Detail#1) O
+— U N O JDLOpening=92.5"
Glazing Detail o in
(see Detail#1) i.
DQ
Frame I m 14
Width=97.5"
Notes: BIII of Materials:
1. This skylight is designed to comply with all wind zones Includingthe HVHZ of the Florida 1. 6063-TS Extruded Aluminum Frame mitered and welded at four comers.Manufacturer:AFCO Part#4951
Building Code. g p y 2. 6063-TS Extruded Aluminum Angle mitered and welded at four corners,Manufacturer:AFCO Part#4843 }��
2. This skylight meets small&large missie Impact resistance(TAS-201/TAS-203) 3. Dow Corning 795 Silicone Building Sealant located between aluminum angle&glazing(glass bite)
4. 0.125"UV Enhanced polycarbonate domes,Rise varies but Is not less than 10%of the smaller
and no other protection Is required. q
3. All framing and roof deck is by others and must comply with the Florida Building Code. dimension of the length or width.Test specimen=10"outer dome&7"Inner dome,
4. All sizes equal to or less than the test size total square footage are to be accepted Manufacturer:Bayer MateriatSclence LLC(MA)or PalRam Americas rrodoa
under this NOA. 5. #12 x 1"Stainless Steel Tapping Screw with neoprene gasket.Fasteners located 12"from each corner,
maximum 12"on center.Minimum one fastener per side and minimum four fasteners per skylight.
5. Fasteners used to attach skylight to the existing roof structure are to be minimum#12 stainless 6. #10 X 0.375"Stainless Steel fasteners 4"from each corner,maximum 12"on center. Renada-nm,n.,P.E.
steel wood screws with minimum embedment of 1.375" 7. Schnee-Morehead SM5127 0.6250"X 0.125"Sealant tape. FIDNa P.E.No.48762
�N��uuipi
JAMES
Q�'• No 48752
iO TATE OF 1���
�i�,��cs%°<�R 1 Opt•`2,��
VAS
� s
DSF SELF-FLASHING - SECTIONS DESIGN PRESSURE = +40psf / -75psf m s
a
Detail#1:
Frame,Angle&Glazing Section Detail o s�
#12x 1"Stainless Steel Tapping Screw with neoprene gasket Fasteners located 12°from Detail#3 u�
0.125"W Enhanced PotyrarbonateDome,.Wsevarieseach corner,maximum 1211 on center.hfiaimumone fastener per side and four fasicnersper Aluminum Shape Weld Detail
but Is not less than 10%of the smaller cilmenslon of the skylight.
length or width.Test specimen=10"outer&7"Inner, AFCO Part#4951
Dow Coming 795 Silicone Sealant between retaining 1.75"X 1.75"X AN'Extruded Aluminum Retaining Angle R"
angle and top dome.Glazing bite=1.75'
Schnee Morehead SM 5127 sealant tape.0.625" l.,weep m " 'n
width applied continuously around the perimeter of —.25^weep Note 19
the dome set. 1110 X 0.375"stainless steel fastener.4"from each life otata 0p height. at each corner. N
comer,maximum 12"on center.
no"V"weld acceptable. �
.060"Bxtntded Aluminum Shape
uD Zo
g8i�
b" Stalniess Steel Mlnimum&12 PH or HH Wood Screw with minimum 1.375" c g n Z a
embedment and 0.875"Edge Distance,3"from each corner&maximum 9"on LL
center.Pre-punched 1/8"holes by Maxim for fasteners(See Installa0an Notes on Location othellarc TIG weld
Sheet 1.) epi to
* Minlmum distance=4"from aluminum frame bo tory
roof surface for shingles or B1R2 without insulation. I{ SSS W
For Insulation and roof 01e add Insulation or roof 01e I F o o
thickness to 4"minimum height
+—Roof deck.(by others)
IN
*�Roof deck and framing by others.All U gW
� S
roof details shall comply with the Florida g
9ullding Coda
15En
os aoafiybt wrf1b the Florida
Detail#2 Detail#4 Cate. e
Glazing Detail Aluminum Angle Corner Weld Detail 9
AFCO Part#4843
0.125"UV Enhanced Polycarbonate Dome.Rise varies
but Is not less than 100/0 of the smaller dimension of the
length or width.Test Specimen=10", Robed J.A=m'*'RE.
fbrlda P.E.tra 49762
Schnee Morehead SM 5127 sealant tape.0.625° �It1111N
owidth f the Balied ne continuously around the perimeter Location of hellerc TIC weld. ,,,�,�,44'�ME$q I���,
,��.oOF;.etc ENB��.➢G��i
0.125"UV Enhanced Polycarbonate Dome.Rise varies No 49752 :Z)
but Is not less than 10%of the smaller dimension of the t?
length or width.Test Specimen=7", :.p;.
11 STATE OF
ONAi,o,N����, I
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