HomeMy WebLinkAboutdoc07408020200403153118All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: 4/3/2020
Permit Number:
Building Permit Application
Commercial Residential
PERMIT TYPE: Shingle Re -Roof
PROPOSED IMPROVEMENT LOCATION: j
Address: 28 Lake Vista Trl. Project
Property Tax ID #: 3422-500-0000-000/0
Site Plan Name: Vista St. Lucie Bldg 28
Project Name: Shingle Re -Roof Bldg 28.
Lot No.
Block No.
DETAILED DESCRIPTION OF WORK:
Remove and dispose of exisiting shingle roof down to plywood decking, renail deck to code, install 30# to code.
install IKO cambridge Architectural shingle roof system to code.
CONSTRUCTION INFORMATION:
Additional work to be performed under this permit —check all that apply:
_Mechanical _ Gas Tank _ Gas Piping _ Shutters _ Windows/Doors
_ Electric _ Plumbing
Total Sq. Ft of Construction:
Cost of Construction: $ 84,898.00
Sprinklers _ Generator Roof
Sq. Ft. of First Floor:
Utilities: —Sewer —Septic Building Height:
NM
OWNER/LESSEE:
CONTRACTOR:
Name C1 V
Name: U acS
Address: bO LZIM vistk Tycki \ •
City:yoyt St- Wu --t State: _
Zip Code: 3ggqq Q Fax:
Phone No.1111— U��— ���J�•
Company: 1 YA
Address:
City:
Zip Code: 3 qQ�
Phone No—T] —
t
State:_E _
Fax:��Z
L40
U
E-mail:V\S �� ,UUU(p CDIMWS•j�U, 9--
Fill in fee simple Title Holder on next page ( if different
from the Owner listed above)
E -Mail E((wv
I
t
State or County License MC
07313)(2), (A
if value of construction is $2500 or more, a RECORDED Notice of Commencement is required.
If value of HVAC is $7,500 or more, a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:
Anature o�-Fntract /Ll'cerU Holder
DESIGNER/ENGINEER:
Name:
Not Applicable
MORTGAGE COMPANY:
Name:
Not Applicable
Address:
COUNTY OF I�GIXt'►V:
Address:
COUNTY OF
City:
Zip: Phone
State:
City:
Zip: Phone:
State:
FEE SIMPLE TITLE HOLDER:
Name:
Not Applicable
BONDING COMPANY:
Name:
Not Applicable
Address:
this day of
Address:
of _,20M
City:
To
City:
/��<
/_ � �
Zip: Phone:
00A
Zip: Phone:
V t J
OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCE"NT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YpU INTEN OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE -RECORDING YOUR NOTIC COMMENCEMENT."
Signature of Owner/ Lq0e_e/Contractor as Agent for Owner
Anature o�-Fntract /Ll'cerU Holder
STATE OF FLORI A
STATE OF FLORI A
COUNTY OF I�GIXt'►V:
COUNTY OF
The forgoing instrument, was acknowledged before
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as acknowled ore mg g
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this day of
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ame of person making state ent.
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Personally Known_ OR Produced Identificatirg
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ersonally Known OR Produced Identificatio�'�
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(' nature of Notary Public- State of Florida)
a
ignature of Notary Public- State of Florida )
Commission No. v 1 uly� l�wV (Seal)
Commission NofJ (-A 1,60 (Seal)
REVIEWS FRONT
COUNTER
DATE
RECEIVED
DATE
COMPLETED
ev�7T%19
ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE
REVIEW REVIEW I REVIEW REVIEW REVIEW REVIEW
H
L.
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U
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 4691792 OR BOOK 4401 PAGE 502, Recorded 03/26/2020 09:43:02 AM
NOTICE OF COMMENCEMENT
Permit No. Property Tax ID No.
State of Florida, County of St. Lucie
The Undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information iisjoo
provided in this Notice of Commencement.
Y
Legal Description of property and address if available j c� 1 Ul ,5t- ' Up c� -e- E3 Id qj- - Lb
General description of improvements
�p �>✓�/
Owner/lesseeV�-ItQ� I� `L -�^ Y`l�i i Yi 1i�1 }, �5C)t.t1 U �+�___
Address c l � i8 �.�.'/t� V �ci t �i�� 4 �i1 �� 1 - LU t �� 3 � `f
Interest in property: Homeowners Associsation/ Property Manager
Fee Simple Title holder (if other than owner)
Address
Contractor All American Roofing & Coating of FL Phone # 772-781-4410
Address 340 SE Seville St. Fax # 772"781-4408
Surety Phone #
Address Fax #
Amount of Bond
Lender Phone #
Address Fax #
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13 (a) 7., Florida Statues:
Name Phone #
Address Fax #
In addition to himself, owner designates of
Phone # Fax #
to receive a copy of the Lienor's Notice as provided in Section 7I3.13 (1) (b), Florida Statutes. Expiration date of notice of
commencement is one year from the date of recording unless a different date is specified. WARNING TO OWNER:
ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER
ENTS UNDER CH.713.13, F.S.. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
o c § Q oi, 1MENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
- LL NCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF
z� ,.. v F� A
^ c� MENCMENT.
W� o
Wi
l Z I Y
Propety Apprasier
Signatory's Title/Office
of Florida, County of Martin
:•�Iyknown
his 24 , day of March 20 20 , by Thomas McIntyre
sme or who has produced pe—oll,Jennifer Coutinho
nature of Notary Type(r
or Pint Name of Notary
i7
Title: Notary Public Commission Number I t,SSR t )00
as identification.
(Seal)
nDRBNCLInIIIIIN111DSDUC1NIEN,INAIREINNI)(-ORRIA-1(O•YOFANOFFrCIM.aECORDOR Diaitall} signed by The Honorable Joseph E. Smith
31(ti �ENr tTHORIZfDRNLk%VTO8 RrcoRDf:DORtaFD.,ND.1.crt'.,1AAIoCORDED0RFILLDIN Date: 2020.03.26 0 •45:14 -04.00
nye ot'rTCT ornip .c r.r ut cot N 11 a rRkor nD sulci" ("' Kr. {'" r .
nDSD«iiisrro�+Tnsca[u.,cTR»Nsal.pnaenRttAW Reason: Electron calix Certified Copy
Lnnatinn• ?nl Snnth TnHi�n Pivar Tlr_j Pnrt Di Prrc. i4uS(1
All American Roofing & Coating®f lore- a, Inc.
340 SE Seville St. Stuart F1. 34994 CCC 1329384
February 6, 2020
Vista St. Lucie Association, Inc.
30 Lake Vista Trail
Port St. Lucie, FL 34952
Contact: Tom McIntyre
Phone: 772-878-6632
Email: vistastluci@comcast.net
SHINGLE REROOI? PROPOSAL
Jobsite: Building 28
Lake Vista Trail
Port St. Lucie, FL 349.52
-All American Roofing will remove and dispose of existing Shingle roof down to plywood sheathing.
-AAR will inspect existing plywood sheathing and re -nail according to code.
-AAR will replace up to five (5) sheets 5/8" CDX plywood if needed, N/C.
-AAR will install an ASTM 30u felt underlayment, nailed and tin -tagged to code.
-AAR will install 26ga, galvanized, baked on paint finish, accessory metals.
-AAR will install a iKO Cambridge Limited Lifetime Architectural Shingle, fastened to code using six nails per shingle.
-AAR will procure permit and remove all roofing debris upon completion.
-AAR will provide a 7 -year Workmanship Warranty and any applicable Manufacturers' Warranties upon final payment.
--AAR xvill install additional fasteners to existing straps to bring up to code.
-AAR will repair and/or replace catwalk soffit as necessary.
We will furnish labor and materials for the sum of:
564,898.00
Notes: 1) Any Work done beyond the scope of this contract will be invoiced additionally and separately.
(Please See YVood & Labor Addendum & Job Overview) INITIAL:
2) If additional roofs are discovered under the existing roof during the tear off process, additional charges including
landfill fees, will incur for each additional roof to be torn off. iNiTiAL:
3) No verbal promises made by any representative of this company are binding unless contained in the
Agreement.
4) Please note that price listed above is a "cash" price. If an alternative payment method is selected,
additional fees and/or charges of 3.5% will apply. Please discuss payment methods at time of signing.
INITIAL:
TERMS: This Proposal becomes a Contract upon signing_ Service will begin when the signed Contract and Notice of Commencement and a
30% deposit are received --Progress, 40% of the contract price is due. Upon completion of job the remaining 30% of the contract price is duc.
if final payment -isnot received of completion, Homeowner/Contractor will incur interest charges of 3.5% of the balance duc.
if ictal action is required taabtin final payment, homeowner will also be responsible for payment of all legal fees incurred by All American
Roofing and Coating of,F.torida. All American Roofing will not be responsible for gutters or roof mounted objects such as Solar Panels.
Jesus Vasgtiez, Jr. Accepted by: Auth
All American,Rbofing
ature Date:
of Florida, inc. —A Florida Corp.
*Price quoted is valid for 15 days beyond receipt of this proposal.
Office: (772) 781-4410 Email: offices%A11AmericanRoofer.com Fax: (772) 781-4408
4;3/2020
Florida Building Code Online
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Search Results - Applications
FL# Type Manufacturer Validated By Status
FL11602-R10 Revision Owens Corning Roofing and Asphalt, LLC John W. Knezevich, PE Approved
History FL#: FL11602.1 (954) 772-6224
Model: Titanium Roof Underlayments
Description: Synthetic sheet -type roof underiayments
Category: Roofing
Subcategory: Underlayments
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us :: 2501 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employee 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 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 licensee under Chapter 455, ES., please dick here .
Product Approval Accepts:
M ]�_. ear=:v: -.:rs.
C re"di`.'Car
Safe
https://www.floridabuilding.org/pr/pr_app_lst.aspx 1,1
Certificate of Authorization ##32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203) 262-9245
DESCRIPTION: Titanium' Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of
this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMO I etc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 8.
Prepared by:
Robert J.M. Nieminen, P.E.TF -r = ==-
S;;,. a _ _� The facsimile seal appearing was authorized by Robert
Nieminen, P.E. on 10/17/2019. This does not serve as an
Florida Registration No. 59166, Florida DCA ANE1983%:, ;7;, `"`
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. MEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
Q2018 NEMO ETC, LLC
ROOFING COMPONENT EVALUATION:
s
Product Category:
Roofing
Sub -Category:
Underlayment
Compliance Statement: Titanium'" Roof Underlayments, as produced
by Owens Corning Roofing and Asphalt, LLC,
have demonstrated compliance with the intent of the following sections of the 6t' Edition
(2017) Florida Building
Code through testing in accordance
with applicable sections the following Standards. Compliance is subject to the
Installation Requirements and Limitations / Conditions of Use set forth herein.
Section
Property
Standard
Year
1504.3.1
Wind Uplift
UL 1897
2012
1507.1.1, R905.1.1 Exception
Unrolling, Breaking Strength, Pliability
ASTM D226
2009
1507.1.1, R905.1.1 Exception
Tear Strength
ASTM D1970
2015
1507.1.1, T1507.1.1, 1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012 (04-12) 2012
TAS 110
Accelerated Weathering
ASTM D4798
2011
TAS 110
Pull-through resistance
TAS 117(8)
1995
Entity
Examination
Reference
Date
ERD (TST6049)
Physical Properties
115010.04.09
04/29/2009
ERD (TST6049)
Physical Properties
115010.05.10
05/14/2010
ERD (TST6049)
Physical Properties
135520.06.11
06/15/2011
ERD (TST6049)
ASTM D226
138010.08.11
08/11/2011
ERD (TST6049)
Wind Uplift
135520.08.11-1
08/12/2011
ITS(TST1509)
ASTM D226
311801000Q-003
04/26/2007
ITS(TST1509)
ASTM D226
3130639COQ-002A
08/21/2007
ITS(TST1509)
Physical Properties
3126617COQ-005
10/31/2007
ITS(TST1509)
ASTM D226
101823107COQ-011
01/23/2015
ERD (TST6049)
Physical Properties (NH)
4j-OC-19-SSUDL-01.A
06/14/2019
Owens Corning
Product equivalency
Declaration
06/18/2018
PRI (TST5878)
ASTM D1970
OCF-341-02-01
09/20/2017
PRI (TST5878)
ASTM D1970; Tear strength
OCF-331-02-02
10/03/2017
PRI (TST5878)
ASTM D1970; Tear strength
OCF-332-02-02
10/03/2017
PRI (TST5878)
ASTM D1970; Tear strength
OCF-334-02-02
10/03/2017
PRI (TST5878)
FRSA/TRI April 2012 (04-12), partial
OCF-343-02-01
11/09/2017
PRI (TST5878)
ASTM D4798
OCF-341-02-01
11/27/2017
PRI (TST5878)
TAS 117(B); Pull-through
OCF-422-02-02
04/03/2018
PRI (TST5878)
FRSA/TRI April 2012 (04-12), partial
OCF-425-02-01
08/13/2018
PRI (TST5878)
ASTM D226/ASTM D4798
OCF-331-02-01 R1
05/07/2019
PRI (TST5878)
ASTM D226/ASTM D4798
OCF-332-02-01 R1
05/07/2019
PRI (TST5878)
ASTM D226 / ASTM D4798
OCF-334-02-01 R1
05/07/2019
PRI (TST5878)
UL1897
1378TO02
07/10/2019
PRI (TST5878)
Tensile adhesion
OCF-507-02-01
08/13/2019
ITS (QUA1673)
Quality Control
ITS Listings
Current
ITS (QUA1673)
Quality Control
Service Confirmation
09/30/2017
NEIViO ETC, LLC Evaluation Report 111980.11.08-R11
Certificate of Authorization x32455 6T' EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R10
Titanium Roof Underlayments Revision 11: 10/17/2019
Page 2 of 8
Product
Specification
Plants
Description
4.1 Titanium'" PSU-30
ASTM D1970
Dubai, UAE &
unreinforced polymer modified bitumen material adhered
Underlayment
and FRSA/TRI
Brentwood, NH
to the underside of a polymer -coated, synthetic woven
Metal
April 2012
Slate j
sheet. The underside is backed with a release film. Unit
Yes
weight 24 lbs/square
4.2 Titanium'" UDL-25
FBC 1507.1.1
Qingdao, China
synthetic sheet -type underlayment comprised of a woven
Yes
& R905.1.1
Yes
core coated on one side with a polymer coating. Unit
Yes
(Exception)
weight 2.5 lbs./square
4.3 Titanium" UDL-30
FBC 1507.1.1
Mission, BC,
synthetic sheet -type underlayment comprised of a woven
Titanium UDL-25
& R905.1.1
Canada &
core coated on both sides with a polymer coating. Unit
Yes
(Exception)
Qingdao, China
weight 4.0 lbs./square
4.4 Titanium'" UDL-50
FBC 1507.1.1
Mission, BC,
synthetic sheet -type underlayment comprised of a woven
& R905.1.1
Canada &
core coated on both sides with a polymer coating. Unit
(Base Sheet in 2 -ply
(Exception)
Qingdao, China
weight 4.7 lbs./square
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Asphalt
Wood Shakes
Underlayment
Shingles
Nail -On Tile
Foam -On Tile
Metal
& Shingles
Slate j
Yes
'
Titanium PSU-30
I
Yes
Yes
Yes
Yes
Yes
(See 5.5.1}
Titanium UDL-25
Yes
No
No
Yes
Yes
Yes
Yes
Yes
Titanium UDL-30
Yes
(Base Sheet in 2 -ply
(Base Sheet in 2 -ply
Yes
Yes
Yes
system)
system)
Titanium UDL-50
Yes
No
No
Yes
Yes
Yes
NEMO ETC, LLC Evaluation Report 111980.11.08-1311
Certificate of Authorization «37455 6T' EDITION (2027) FBC NON-HVHZ EVALUATION FL11602-R10
Titanium Roof Underlayments Revision 11: 10/17/2019
Page 3 of 8
NNEMOJetc.
5.5.1 "Foam-On Tile" is limited to use of following Approved the adhesives / underlayment combinations.
TABLE 1A: ALLOWABLE TILE ADHESIVE % UNDERLAYMENT COMBINATIONS'
Underlayment Adhesive Florida Product Approval
j DUPONT Tile Bond" FL22525
Titanium PSU-30 ICP Adhesives Polyset8 AH-160 FL6332
ICP Adhesives Polyset® RTA-1 FL6276
5.6 Allowable Substrates (for self-adhering):
TABLE 2: SUBSTRATE OPTIONS
Underlayment Primer Substrates
(Optional) ASTM D41 plywood
None ASTM D226 felt
Titanium PSU-30
ASTM D41 Titanium UDL-30
I
None Titanium UDL-30 (inverted)
5.6.1 Wind Resistance for Underlavment Systems in Foam -On Tile_ Applications: FRSA/TRI April 2012 (04-12) does not
address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment
forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not
addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on the applications. Maximum Design Pressure is
the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing
pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April
2012 (04-12), Appendix A, Table lA or FBC 1609 for determination of design wind loads.
#1 Maximum Design Pressure = -45 psf:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: (Optional) ASTM D41
Underlayment: One or two plies, Titanium PSU-30, self -adhered and back -nailed max. 6" o.c. with 12 ga.
galvanized annular rink shank nails through 32 ga., 1 -5/8 -inch diameter tin caps in accordance with
Owens Corning Roofing and Asphalt, LLC published installation requirements.
#2 Maximum Design Pressure = -30 psf*:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30 (inverted)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16 -inch
with min. 32 ga., 1-5/8" diameter tin caps
Spacing: 6 -inch o.c. at 4 -inch wide side laps and 12 -inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required at all tin -caps.
Underlayment: One or two plies, Titanium PSU 30, self -adhered and back -nailed max. 6" o.c. with 12 ga. galvanized
annular rink shank nails through 32 ga., 1 -5/8 -inch diameter tin caps in accordance with Owens
Corning Roofing and Asphalt, LLC published installation requirements.
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance,
MEMO ETC, LLC Evaluation Report 111980.11.08-R11
Certificate of Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.11602 -R10
Titanium Roof Underlayments Revision 11: 10/17/2019
Page 4 of 8
#3 Maximum Design Pressure = -30 psf*:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30 (printed side up)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16 -inch
with min. 32 ga., 1-5/8" diameter tin caps.
Spacing: 6 -inch o.c. at 4 -inch wide side laps and 12 -inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: One ortwo plies, Titanium PSU 30, self -adhered and back -nailed max. 6" o.c. with 12 ga. galvanized
annular rink shank nails through 32 ga., 1 -5/8 -inch diameter tin caps in accordance with Owens
Corning Roofing and Asphalt, LLC published installation requirements.
#4 Maximum Design Pressure = -45 psf*:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30 (inverted)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16 -inch
with min. 32 ga., 1-5/8" diameter tin caps
Spacing: 6 -inch o.c. at 4 -inch wide side laps and 8 -inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required at all tin -caps.
Underlayment: One or two plies, Titanium PSU 30, self -adhered and back -nailed 6" o.c. with 12 ga. galvanized
annular rink shank nails through 32 ga., 1 -5/8 -inch diameter tin caps in accordance with Owens
Corning Roofing and Asphalt, LLC published installation requirements.
#5 Maximum Design Pressure = -45 psf*:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30 (printed side up)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16 -inch
with min. 32 ga., 1-5/8" diameter tin caps.
Spacing: 6 -inch o.c. at 4 -inch wide side laps and 8 -inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: One or two plies, Titanium PSU 30, self -adhered and back -nailed 6" o.c. with 12 ga. galvanized
annular rink shank nails through 32 ga., 1 -5/8 -inch diameter tin caps in accordance with Owens
Corning Roofing and Asphalt, LLC published installation requirements.
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or
exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC 1609. 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 ANSI/SPRI
WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an
asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016)
for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Titanium UDL-25, Titanium UDL-30, Titanium UDL-50 or Titanium PSU-30 shall not be left exposed for longer than
180 -days.
NEMO ETC, LLC Evaluation Report 111980.11.08-Rll
Certificate of Authori ation #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R10
Titanium Roof Underlayments Revision 11: 10/17/2019
Page 5 of 8
2
5.8 Tile Slippage Limitations (per FRSA/TRI April 2012 (04-12)1:
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
TABLE 3: TILE SLIPPAGE UMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS
Underlaymenti
Tile Profile
Staging Method Maximum Slope
Titanium PSU-30
�
Flat
Max. 10 -tile stack 5:12
Flat
Max 5 -tile stack 6:12
Lugged
Max. 10 -tile stack 4:12
Lugged
Max. 5 -tile stack 5:12
Lugged
Max. 10 -tile stack (5 over 5)
I
( 5:12
I
Owens Corning Roofing and Asphalt, LLC has furnished data to permit the use of 1 -inch diameter plastic cap nails
in lieu of metal cap nails for these applications, when the Titanium'" UDL-25, Titanium UDL-30 or Titanium UDL-50
underlayment is installed beneath mechanically fastened prepared roof covers referenced in FBC Table 1507.1.1
or R905.1.1.
MEMO ETC, LLC Evaluation Report 111980.11.08-R11
Certificate ofAuthorizotion #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-P,10
Titanium Roof Underlayments Revision 11: 10/17/2019
Page 6 of 8
NNEMOjetc.
6.3.3 Slopes of 4:12 or greater:
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. End (vertical)
laps shall be offset from course to course not less than 6 feet.
Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. When batten systems are to be
installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the
battens.
6.3.4 Slopes of 2:12 to less than 4:12:
End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum 25-inches. End (vertical)
laps shall be offset from course to course not less than 6 feet.
Begin by fastening a 25-inch wide strip along the eaves. Place a full-width sheet over the starter, completely
overlapping the starter course. Continue upslope, maintaining minimum 25-inch side (horizontal) laps, resulting in
a double-layer application.
Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 4-inch o.c.
When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily
attached pending attachment of the battens.
6.4 Titanium'" PSU-30:
6.4.1 Non-Tile Installations:
Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed, and Owens Corning published requirements.
Titanium'" PSU-30 shall be back-nailed in accordance with Owens Corning published installation requirements.
6.4.2 Nail-On Tile Applications:
Shall be installed in compliance with the requirements for Self-Adhered Membrane underlayment set forth in
FRSA/TRI April 2012 (04-12), and Owens Corning published requirements. Titanium"" PSU-30 shall be back-nailed
max. 6" D.C. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in
accordance with Owens Corning published installation requirements.
Refer to Section 5.8 for tile staging limitations.
6.4.3 Foam-On Tile Applications:
Shall be installed in compliance with the requirements for Self-Adhered Membrane underlayment set forth in
FRSA/TRI April 2012 (04-12), and Owens Corning published requirements. Titanium— PSU-30 shall be back-nailed
max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in
accordance with Owens Corning published installation requirements.
Refer to Table 1A for allowable tile adhesives.
Refer to Section 5.6.1 for wind uplift limitations.
Refer to Section 5.8 for tile staging limitations.
6.5 Titanium 2-Pty System:
6.5.1 The Titanium 2-Ply System consists of a base layer of Titanium UDL-30 (top-surface primed or sheet inverted)
mechanically attached to the wood roof deck followed by Titanium PSU-30, self-adhered.
6.5.2 Non-Tile Applications:
Install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with Section 6.3 followed by Titanium
PSU-30 in accordance with Section 6.4.
NEMO ETC, LLC Evaluation Report 111980.11.08-1111
Certificate ofAuthorizotion #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R10
Titanium Roof Underlayments Revision 11: 10/17/2019
Page 7 of 8
SMO 1 etc.
6.5.3 Nail -On Tile Applications:
For nail -on the installations, install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with
FRSA/TRI April 2012 (04-12), using Section 6.3 as a guide, and considering the wider sheet width relative to ASTM
D226 felt. Then apply Titanium PSU-30 in accordance with Section 6.4.
Refer to Section 5.8 for the staging limitations.
6.5.4 Foam -On Tile Applications:
For foam -on the installations, install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with
Section 5.6.1 herein. Then apply Titanium PSU-30 in accordance with Section 6.4
Refer to Table lA for allowable the adhesives.
Refer to Section 5.6.1 for wind uplift limitations.
Refer to Section 5.8 for tile staging limitations.
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
Contact the manufacturer or the named QA entity for plants covered under Rule 61G20-3 QA requirements. Refer
to Section 4 herein for product & production locations having met codified physical properties specifications.
Intertek Testing Services NA Inc. — QUA1673; (604) 520-3321
- END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 1.11980.11.08-Rli
Certificate of Authorization #32455 6i" EDITION (2017) FBC NON-HVHZ EVALUATION FFL11602-R10
Titanium Roof Underlayments Revision 11: 10/17/2019
Page 8 of 8
4/312020
Type Manufacturer
Validated Status
Florida Building Code Online
By
F.7006-
Revision IKO Industries Ltd
Locke Approved
R10
FL#.FL7006.1
Bowden
History
Model: Cambridge, Cambridge HD, Biltmore and Biltmore HD
P. E.
Description: Laminated architectural fiberglass asphalt shingle manufactured at IKO's
{334}
Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont.
300-1800
plants
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By
F.7006-
Revision IKO Industries Ltd
Locke Approved
R10
FL#.FL7006.1
Bowden
History
Model: Cambridge, Cambridge HD, Biltmore and Biltmore HD
P. E.
Description: Laminated architectural fiberglass asphalt shingle manufactured at IKO's
{334}
Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont.
300-1800
plants
Category: Roofing
Subcategory: Asphalt Shingles
........
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
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
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 ASS -275"11,
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https:/ilwww.floridabuilding.org/pr/pr_app_lst.aspx 1/1
=- Lou I J, F�,% d 4 a ME
October 27, 2017
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 2017 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_ 8AGXEFS-2012-11 reformatted 2013-02-rev07/13-Florida)
2) IKO Laminated Shingles Application Instructions
(EN-Laminated_Appins_ 8TTEFS-2012-04 reformatted 2013-02-rev07/13-Florida)
3) IKO Hip and Ridge 12 Application Instructions
(EN-HipandRidge12_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.
r
Signed: Signed: ( a
Brad Grzybowski Duc T.uyen_____
Managing Director Florida Registerec! Professional Engineer
P.E. Number: 65034
Date: October 27, 2017 Date: October 27, 2017
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
IKO-187-02-01
PRI Construction Materials Technologies. LLC. 6412 Badger Dnve Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail: matenalstesting@pricmtcom WebSite: h tplhanwcpricmtcom
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 2017 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 (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 5-5/8"
STEEP SLOPES
—
NAILS� " NAILS
DO NOT NAIL INTO OR ABOVE THE SEALING STRIP
PRI Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail: mater'alstestina@pricmtcom WehSite: http:flwvw.pricmt.com
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 2017 FBG.
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 5-7/8".
- NAIL LINE J
NAILING - STEEP SLOPES APPLICATION
Use six nails is s;ho:vn,.
PROPER APPLICATION REOUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS O—r THE SHINGLE
PRI Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail: matenalstestina@pricmt.com WebSite: htm:7'hv w.pncmt.com
IKO
Installation Instructions for
Asphalt Shingles
Page 4 of 5
IKO Hip and Ridge 12 Application Instructions
(ASTM D3161, Class F —1KO 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 5 1/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has
been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the 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 1/8" (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 by stacking 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, storing 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.
PRI Construction Materials Technoloaies, LLC. 6412 Badger Dnve Tampa. FL 33610 Tel: 813-621-577 Fax: 813-621-5840 e-mail: matenalstestingrpricmtcom WebSite: htip:/NVWW.pricmCcom
IKO
Installation Instructions for
Asphalt Shingles
Page 5 of 5
IK® Leading Edge Plus Application Instructions
(ASTM D3161, Class F — IKO Leading Edge Plus)
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.
1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required
2. Each 39 3/8" x 13 1/4" (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, U.C. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail: matenalstestino@pricmt.com Vleo&te: hdo/Iwv,,v.pncmt.com
October 27, 2017
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 2017 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-8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida)
2) IKO Laminated Shingles Application Instructions
(EN-Laminated—Appins_8TTEFS-2012-04 reformatted 2013-02-rev07/13-Florida)
3) IKO Hip and Ridge 12 Application Instructions
(EN-HipandRidge12-3HRTri-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: Signed:
Brad Grzybc ski Duc TA49ygn
Managing Director Florida Registered Professional Engineer
P.E. Number: 65034
Date: October 27, 2017 Date: October 27, 2017
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
IKO-187-02-01
PRI Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-6215777 Fax: 813-621-5840 e-mail: matenalstesting@i)6cmt.com WebSite: http::`MvW.pricmt.cem
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 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 2017 F6C.
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 (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 5-5/8".
STEEP SLOPES
1-t: T
yl s s _ _ _ e __ -• SEALING STRIP ® i. �..®.*�•_
12,
NAILS
DO NOT NAIL INTO OR ABOVE THE SEALING STRIP
PRI Construction Materials Technoloates, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5540 e-mail: mate6alstesting@pricmt.com WebSlte: ht p: i,vww.pricmt Com
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 2017 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 318" diameter heads, long
enough to penetrate through plywood or 314" 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 5-718".
3,7..
NAIL LINE _a
NAILING - STEEP SLOPES APPLICATION
Use six nails asshorn orn n.
PROPER APPLICATION REOUiRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE
PRI Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail: mate6alstestino@pricmt.com 'NebSite: httrJhvww.pricmt.com
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 5 1/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has
been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the 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 1/8" (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 by stacking 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, storing the shingles in a heated area will allow for
easier bending.
NOTE: SHINGLES MUST BE APPLIED PROPERLY. THEY ARE 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.
T0.-ERIJT
PRI Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax 813-621-5840 email: matehaistestinci@pricmt.com WebSite: h"p: 'NWW.pricmt.cem
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 CONDUCTION 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 13 1/4" (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 Pius 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 Onve Tampa, PL 33610 Tel: 813-621-5777 Pax: 813-621-5840 e -mal: matenalstes5ng�5_pricmt.com WebSite: http iwww.pricmt rcom