HomeMy WebLinkAboutREVISION - BUILDING PERMITOFFICE USE ONLY: FILE COPY
DATE FILED: \ ` `0rr1 ,� PERM[T #
REVISION FEE: , `P 3 RECEIPT #
PLANNING & DEVELOPMENT SERVICES SCANNED
BUDDING & CODE REGULATION DIVISION BY
2300 VIRGINIA AVENUE St. Lucie County
FORT PIERCE, FL 34982-5652
(772)462-1553 RECEIVED
APPLICATION FOR BUILDING PERM REVIS
PROJECT INFORMATION 1 0 L' ;
ST. Lucie County, Permitting
LOCATION/SITE
ADDRESS:
5711 Raintree Trail Fort Pierce FL 34982
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Change scope from shingle roof system to metal roof system. Install Owens Coming Titanium Undedayment and 26GA 5V
Crimp metal roof system. Replace existing skylight with same.
CONTRACTOR INFORMATION:
STATE of FL REGJCERT. #: CCC1330816 ST. LUCIE CO CERT. #:
BUSINESS NAME: St Lude Roofing INc
QUALIFIERS NAME: Jeffrey Hampson
ADDRESS: 1913 SW south Macedo Blvd
CM: Port St Lucie STATE: FL Z[P: 34984
PHONE (DAYTIME): 772344-7193 FAX: 772-207-7354
OWNER/BUILDER INFORMATION:
Q1:\TIC
/:\ JI 77F.S3
CITY: STATE: ZIP:
PHONE (DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME):
1ZMA
I 07fil 1 �"
4/9/2019
Florida Building Code Online
Produd Aonrwal Menu>PmdI orlinofotw Se "> Applloaon list>ApplimUenreran
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
FL11602-R7
Revision
2017
Approved
BY.�U
St. Lucie County
APR 10 :'..i
ST. Lucie County, Permitting
Owens Coming Roofing and Asphalt, LLC
One Owens Coming Parkway
Toledo, OH 43645
(740) 321-6345
Greg.Keeler@owenscoming.rom
Keeler Greg
Gmg.Keeler@owenscoming.com
Greg Keeler
2790 Columbus Road
Granville, OH 43023
(740)321-6345
greg.keeler@owenscomi ng.com
Roofing
Underiayments
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
._ 7 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nteminen
Evaluation Report
Florida License
PE-59166
Quality Assurance Entity
Intertek Testing Services NA, Inc - QA Entity
Quality Assurance Contract Expiration Date
12/31/2020
Validated By
John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL11602 R7 COI 2018 01 COI NIEMINEN.p
Standard
ASTM D1970
ASTM D226 (physicals)
ASTM D4798
FRSA/TRI April 2012
TAS 117(B)
Year
2015
2009
2011
2012
1995
httpsJ/8oridabuilding.orWpripr app dti.aspx?param=wGEVXQwtDgsQFc5Kp/.2frrZeHYB7UGe5KMr5ErnR4gtpLet7gKPIfiBaeQ-/.3dp/pad 112
4912019
Sermons from the Code
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
08/16/2018
10/08/2018
08/23/2018
10/18/2018
FL #
Model, Number or Name
Description
11602.1
Titanium Roof Undedayments
Synthetic sheet -type roof underlayments
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11602 R7 11 2018 09 FINAL2 ER OWENS
Approved for use outside HVHZ. Yes
CORNING F1.11602-117.odf
Impact Resistant: N/A
Verified By: Robert Nieminen PE-S9166
Design Pnssure: +N/A(-45
Created by Independent Third Party: Yes
Other: 1.) The design pressure noted herein pertains to use of
Evaluation Reports
a specific undedayment system beneath foam -on file sytsems.
FJ11602 R7 AE 2018 09 FINAL2 ER OWENS
Refer to ER Section 5.6.3 for details. 2.) Refer to ER Sections 5
CORNING FL31602-R7.ndf
and 6 for other Limits of Use. I
Created by Independent Third Party: Yes
Back Nert
r U Us :: 203 6hir Stine Road, Tallahassee FL M399 Phone: 850-487-1824
The state of Florida is an I VEEO employer. rawriaM 2007-2013 Sbbe of norida.:: to .. AEI W Sbriamp rt :- RK W St nn
Wrier Florida law, ema0 addresses are pub& remrds. If you do not waft your e-Ma0 addrew released In resporee W a Wblk r rds request, do not send et m r lc
mail W Mk entty. Instead, o:nbR Me off-" by phone mby tradRbwl malt. If you have arty questions, please mnmet 850.487.1395.'P nt W Sendlon 455.2MI),
Florida State , elrenYlve OGober 1, 2012, fimvoe¢ licensed under Clwpmr455, FS. must pmvtde the Depadment Huh an arms address if they have are. The erruils
provided may be used for off d cnnmrmiadon wah Me liarwee. However mall addm;sas are pudic record. If yw do Flat w W supply a primal addrev pl e
provide the DepaMrent w M an mwl address which can be made available W the Wblic To determine if you are a floensee under Chapter 455, FS., Pease cK& her .
t
?Cl Url tN m I-I-RIC.s
httpslffia4dabuildng.orgfpr/pr app_rill.aspx?param=wGEVXQwtDgsOFc5KOlo2frrZeHYB7UCe5KMr5EmR4gtpLet7gKPlflBaeQo.*M%3d 212
SCANNED NEMO I etc.
BY Certificate of Authorization N32455
St. Lucie County 353 Christian Street, Unit813
Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION••
Owens Corning Roofing and Asphalt, LLC Evaluation Report 111980.11.09-RS
One Owens Corning Parkway FL11602-R7
Toledo, OH 43659 Date of Issuance:11/03/I009
(740) 321-634S Revision 8: 09/14/2018
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida_ The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 6' Edition (2017) Florida Building Code sections noted
herein.
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). NEMOietc. 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.
INSPErnON: 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 7
Prepared b Y�
P
y
-y ..n;
aau MM
Robert J.M. Nieminen, P.E.
g Y vi The racgrule seat appearngwasaud�oraedbyRoben
Florida Registration No_59166, Florida DCAANE1983
Nieminen,PZ on 09114/201& This does natserve as an
eleUronicaHys%ned dmanent.
COmnrATION OF INDEPENDENCE:
I. 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. NEMO 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
S. This is a building code evaluation. Neither NEMOI etc. nor Robert Nieminen, P.E.are, in anyway, 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.
ONEMO etc.
ROOFING COMPONENT EVALUATION:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Titanium"' Roof Underiayments, as produced by Owens Coming Roofing and Asphalt, LLC,
have demonstrated compliance with the intent of the following sections of the 6'h Edition (2017) Florida Building
Code through testing in accordance with appricable sections the following Standards. Compliance is subject to the
Installation Requirements and Limitations / Conditions of Use set forth herein.
Section
Prop
Stanard
year
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 S10
Pull -through resistance
TAS 117(B)
1995
E
Examination
Reference
bate`
ERD 0ST6049)
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
05/15/2011
ERD (TST6049)
ASTM D226
138010.08.11
08/11/2011
ERD (TSr6049)
Wind Uplift
135520.08.11-1
09/12/2011
ITS(TST1509)
ASTM D226
311801000Q-003
04/26/2007
ITS OST1509)
ASTM D226
3130639COQ-002A
08/21/2007
ITS (IST1509)
Physical Properties
3126617COCI-WS
10/31/2007
ITS(TST1509)
ASTM D226
101823107COQ-011
01/23/2015
Owens Coming
Product equivalency
Declaration
06/18/2018
PRI (TST5878)
ASTM D1970
OCF-341-02-01
09/20/2017
PRI(TSTS878)
ASTM D1970; Tear strength
OCF-331-02-02
10/03/2017
PRI (TST5878)
ASTM D1970; Tear strength
OCF332-02-02
10/03/2017
PRI OSTS8781
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
IV27/2017
PRI (TST5878)
TAS 117(8); Pull -through
DCF-422-02-02
04/03/2018
PRI [TST5878)
FRSA/rRI April 2012 (04-12), partial
OCF425-02-01
09/13/2018
ITS (QUA1673)
Quality Control
ITS listings
Current
ITS (QUA1673)
Quality Control
Service Confirmation
09/30/2017
4. PRODUCT DESCRIPTION:
4.1 Self -Adhering Underiayments:
4.1.1 Titaniumn' PSU-30 is an unreinforced polymer modified bitumen material adhered to the underside of a polymer -
coated, synthetic woven sheet. The underside is backed with a release film. Unit weight 24 Ibs/square. Meets ASTM
D1970 and FRSA/TRI April 2012.
NEMO ETC, LLC Evaluation Report 111980AL08403
Certificate of Autflor=ffon#32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R7
Titanium RooWnderlaymems Revision & 09/14/Z018
Page 2 of 7
ONEMOletc.
4.2 Mechanically Fastened Underlayments:
4.2.1 TitaniumTM UDL-25 is a synthetic sheet -type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight 2.5 lbs./square; meets FBC 1507.1.1 & R905.1.1(Exception).
4.2.2 Tdanium' UDL-30 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.0 lbs./square; meets FBC 1507.1.1 & R905.1.1(Exception).
4.2.3 Titanium"' UDL-50 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.7 lbs./square; meets FBC 1507.1.1 & R905.1.1(Exception).
5.1 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.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of
this product.
5.4 Titanium' Roof Underlayments may he used with any prepared roof cover where the product is specifically
referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction
for approval based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
TABLE
1: ROOF COVER OPTIONS
ASPHALT :'
WOOD SHAKES'
UNDERLAYMENT
- SHINGLES
NAI40NTILIE
'FOAM-ONTILE
METAL
&SHINGLES
SLATE
Titanium PSU-30
Yes
(Dubai, UAE)
yes
Yes
(See 5.5.1)
Yes
Yes
Yes
Titanium PSU-30
(Brentwood, NH)
Yes
Yes
No
Yes
Yes
Yes
Titanium UDL-25
Yes
No
No
Yes
Yes
Yes
Yes
Yes
Titanium UDL-30
Yes
(a She h2pir
(a She m2piy
Yes
Yes
Yes
system)
system)
Titanium UDL-50
Yes
No
No
Yes
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of following Approved the adhesives / underlayment combinations.
'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product ApprovalforOvertuming Moment Resistance Performance.
NEMO ETC, LLC Evaluation Report 111980.1L08-RS
a"Jk teofAutho ulwn a32455 61° EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R7
Titanium Roof Underlayments Revision 8: 09/24/2018
Page 3 of 7
ONEMOletc.
5.6 Allowable Substrates: Titanium PSU-30:
5.6.1 Direct -Bond to Deck:
➢ New untreated plywood;
➢ Existing untreated plywood, primed as needed with D41 primer to achieve bond.
5.6.2 Bond to Mechanically Attached Base Sheet:
➢ ASTM D226, Type 1 or II felt.
➢ Titanium UDL-30 (primed with D41 primer) or UDL-30 (inverted).
5.6.3 Wind Resistance for Underlayment 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 the systems, where the underlayment
farms 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 tile 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). Referto FRSA/TRI April
2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads.
#1 Maximum Design Pressure=-45 psf:
Deck: Min. 15/324nch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: (Optional) ASTM D41
Underlayment: One or two plies, Titanium PSU-30 (Dubai, UAE), self -adhered and back -nailed max. 12" o.c in
accordance with Owens Coming Roofing and Asphalt LLC published installation requirements.
#2 Maximum Design Pressure =-30osf':
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. 32ga, 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 (Dubai, UAE), self -adhered and back -nailed max- 12" o.c. in
accordance with Owens Corning Roofing and Asphalt LLC published installation requirements.
#3 Maximum Design Pressure=-30 pstx:
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 3/16Anch
with min. 32 ga, 1-5/8" diameter tin caps.
Spacing: 64nch 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 or two plies, Titanium PSU 30 (Dubai, UAE), self -adhered and back -nailed max. 12" o.c. in
accordance with Owens Coming Roofing and Asphalt LLC published installation requirements.
NEMO ETC, LLC Evaluation Report 111980.1L08-RB
Cerhfficate afAuthoMabdn#32455 6m EDITION (2017) FBC NON-HVRZ EVALUATION FL11602-R1
Titanium Roof Undedayments Revision a: 09/14/2018
Page 4 of
ONEMO etc.
#4 Maximum Design Pressure=-45 psf•:
Deck: Min. 15/324nch 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. at4-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 (Dubai, UAE), self -adhered and back -nailed 12" o.c. 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. at4-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 (Dubai, UAE), self -adhered and back -nailed 12" o.c. in
accordance with Owens Coming 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. In this case, 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 WDS, 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 orTitaniumUDL-50 shall not be left exposed for longer than 30-days.
Titanium PSU-30 shall not be left exposed for longer than 180-days.
5.8 Tile Slippage Limitations [per FRSA/TRI April 2012 (04-1211:
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.
Titanium PSU-30 (Dubai, UAE) Flat Max.10-tile stack 5:12
Lugged Max. 10-tile stack 6:12
Titanium PSU-30 (Brentwood, NH) Tiles shall be loaded and staged atop battens, regardless of tile profile or
slope
NEMO ETC, LLC Evaluation Report 111MAL08-M
Certfimte of AuthcaWhon#32455 6- EDITION (2017) F8C NON-HVH2 EVALUATION FL316D2-R7
Titanium Roof Underlayments Reu"WM S-09/14/2028
Page 5 oF7
NNEW10 et
c.
c
6.1 Titanium Roof Underlayments shall be installed in accordance with Owens Coming Roofing and Asphak, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted
below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to
remove any dust and debris prior to application, and prime the substrate (if appliable)-
6.3 Titanium" UDL-25, Titanium UDL-30 or Titanium UDL-50: -
6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, considering the wider sheet -width.
6.3.2 Fasteners:
Mechanical attachment of Titanium UDL-25 and Titanium UDL-30 is limited to ring shank roofing nails with
minimum 1-inch diameter plastic caps.
Mechanical attachment of Titanium UDL-50 is limited to ring shank roofing nails with minimum 3/8-inch diameter
heads; ring shank roofing nails with minimum 1-inch diameter plastic caps; screws and plates; or plastic cap staples.
6.3.2.1 Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: '...except metal cop noilssholl
be required where the ultimate design wind speed, V.' equals or exceeds 150 mph."
Owens Coming 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.
6.3.3 Slopes of 4:12 or ereater:
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4 inches.
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:
Double layer application; 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 as noted in 6.3.3, but maintaining minimum 25-inch
side (horizontal) laps, resulting in a double -layer application -
GA Titaniumfl' PSU-30:
6.4.1 Non -Tile Installations:
Shall be installed in compliance with the codified requirements for ASTM 01970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed, and Owens Coming published requirements.
Titanium'" PSU-30 shall be back -nailed max.12" o.c. in accordance with Owens Coming Roofing and Asphalt, LLC
published installation requirements.
6.4.2 Tile Applications:
Shall be installed in compliance with the requirements for Self -Adhered Membrane underlayment set forth in
FRSA/TRI April2012 (04-12), and Owens Corning published requirements. Titanium"' PSU-30 shall be back -nailed
max.12" o.c. in accordance with Owens Coming Roofing and Asphalt, LLC published installation requirements.
Tile shall be loaded and staged in a manner that prevents the slippage and/ordamage to the underlayment Refer
to Table 2 herein, and Owens Coming Roofing and Asphalt LLC published requirements fortile staging.
NEMO ETC, LLC EvaluaBon Report 111980.2L08-RS
Certfico[e ofAuVw=Wm d32455 a EDmON (2017) FBC NON-HVHZ EVALUATION FLU602-R7
Titanium Roof Undedayments Revision 8: 09/14/2018
Page 6 of 7
ONEMO etc.
6.5 Titanium 2-PIy System:
65.1 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.
65.3 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.
For adhesive -set file roofing, refer to Section 5.6.3 herein.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer
to Table 2 herein, and Owens Coming Roofing and Asphalt, LLC published requirements for tile staging.
As required by the Building Official or Authority Having J urisdiction in order to
this product.
Contact the noted QA agency for information on product locations covered for F.A.C. 631520-3 CIA requirements.
The following plants have qualified products under their respective physical properties specifications.
Plant; '
5pg4 cation
Produ' s
Mission, BC, Canada
FBC 1507.1.1(Exception)
Titanium UDL-30; Titanium UDL-50
Qingdao, China
FBC 1507.11(Exception)
Titanium UDL-25; Titanium UDL-30; Titanium UDL-50
Dubai, UAE
FRSA/FRI 04-12 (2-ply system)
Titanium PSU-30 (Dubai, UAE)
Brentwood, NH
ASTM D1970, FRSA/rR104-12
Titanium PSU-30 (Breatwood, NH)
QUALITY9.
Intertek Testing Services NA Inc.—QUA1673; (604) 520-3321
-END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 111980AL08-R8
OutrflWe OfAunefaiWon 432455 6- EDmON (Z017) FBC NON-HVHZ EVALUATION FL3360Z-R7
Titanium Roof Uldedayments Revision 8: 09/14/2018
Page 7 of 7
RECEIVED
APR 10 ?01g
i ST. Lucie County, Permitting
4
��1
Im
SCANNED
BY
St. Lucie County
Palm City, FL 34990
Compliant with Florida Building Code 2017 (6tl' ed.)
Compliant with Florida Product Approval Rule # 611320-3
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2
Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood
Deck w/ min. 0.42 specific gravity with screws. 24" Coverage
Rib Height 3/8"
Corrosion Resistant Compliant: FBC Sec.1507.4.3
Fastener 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate
3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet
requirements)
Fastener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to
penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length
to meet requirements)
Underlayment: To be compliant with FBC Sec. Chart 1507.1.1
Slope: Shall be in compliance with FBC Sec.1507.
See Fastener attachment specifications above
Install Details: Table A ' Allowable, Loads
METHOD 1
----- -
METHOD 2
----- --
METHOD.3 _
METHOD 4
DESIGN PRESSURE*
-86 PSF
-93.5 PSF
-101 PSF
-228 PSF
ROW SPACING . ... _
16" ax. _
_ 16" o.c..,
8" O.C.
6" o.c.
FASTENER SPACING (ALONG Panel width) ,
_ 12" o.c.
_12" o.c. _ _
12" o.c.
12" o.c.
FASTENER SIZE
#9
#10
#10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06 & 1897-041 Test Report 016893.01-450-18 05/02/14
Test Report F3366.01-450-18 11/18/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-Irf I II t *Design pressure margin of safety 2:1
�C.O .F
Locke Bowden, P.E. does not have, not will acquire a financial int lh a �cq 4ym,9iyfacturing or distributing products
under this evaluation.
Locke Bowden, P.E. is not owned, operated, or controlled by a& coonpadypmbb3f9tures, or distributing products under this
report. a ,C : /' ; . a "..9
N
FL17O22.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details
Limitations:
1. Uhderlayment to be compliance with current Florida Building Code (FBC)2017 6th ed.
2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference.
3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-13
4. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Support framing in compliance w/FBC 2017 61h ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Structural Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report.
— Fasteners -
#9.1-12"Min. or
#10 " 1-12" Min. pwTable A' rorRow 5-V Dimp Roof Panel
Spacing and Design Pressures
Hex Washer Head Wood screws
Deck:
-15132" agreater Plywood, a
- Wood plank
24"
12'
30
Panel
Overlap
Panel Profile
Nominal12" Nominal12"
O.C. o.c.
Fasten
g x -1/2" Min. or #10 x 1-112" Min. per
Table "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Width
Refer to Table "A" for Spacing Along Panel
Length
Deck-15/32" or greater
Plywood, or
-Wood plank
RECE1Vty
p k 10 '19
5T. Lucie CounC tYe Pew
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Vmfied BY: Robert J. AmonsonFe R iE No.r
4WO
thatM by Independent TNN Party: Yes
Evaluation Reports
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Smhm^ent:: Pblllly ct ., R.firnd"Is
was lroaaa law, emau edWeeal are public retsNs. if you tip not want your e-mail address
relaaM In msponu to a pabllcre¢Ns request, do not send decomNe mall to this many.
handead, tmmO the ohl by phone or by traditional mall. If you have any questions, please
cmmQ ecn 487 I age, *pursuant m RNon 455.275(I), Flmlde Statutes, eaective Webb, lr '
Nlli,lcomeees Gtvtsed under Oohm"55, F.S. muse provide the Department Mth an small
addrta a they have one, Tile emalls plovlded mey be used for officialNm blue
canmumawith e
Ilee:lse. mmayer emNl addresses art public needed. If you do not arsh he supply a personal
address, please prwlde the Department with an email address wNdt on be made available to
the publlc To detemilne If you are a licensee under Gapter 455, FS., please tlIIX all
product APPMal Accepts:
00®®G
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Sa/a
SCANNED
BY
St. Lucie County
MAXIM INDUSTRIES, INC.
SERIES "DCM" DADE CURB MOUNT SKYLIGHT
INSTALLATION ANCHORAGE DETAILS
GENERAL NOTES:
INSTALLATION NOTES:
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH
1.ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH
VELOCITY HURRICANE ZONE(HVHZ) OF THE CURRENT
ANCHOR LOCATION SHOWN.
EDITION OF THE FLORIDA BUILDING CODE (FBC). THE
PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ARE
SIGNEDAND SEALEOTESTREPORTATI01d3381.01AND
THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR
ASSOCIATED LABORATORY DRAWINGS,
PRODUCT INSTALLATION. .
2. ADEQUACY OF THE EXISTING STRUCTURAL FRAMING AS A
3. FOR INSTALLATION INTO WOOD ROOF DECK, USE 012
MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1318
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS
LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE
11NCH.
ENGINEER ORARCHITECT OF RECORD.
'
4. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE
3.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION
WALL FINISHES, INCLUDING BUT NOT LIMITED TO
REQUIREMENTS EXIST USE OF AN APPROVED IMPACT
STUCCO, FOAM, BRICK VENEER AND SIDING.
PROTECTIVE SYSTEM IS NOT REQUIRED.
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN
4. MATERALS:
ACCORDANCE WITH ANCHOR MANUFACTURER'S
4.1. SKYLIGHTFRAME:8083-T6EXTRUDEDALUMINUM.
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL
4.2. SKYLIGHT INNERAND OUTER DOME MATERIAL:
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
MAI ROLON POLYCARBONATE BY COVESTRO, LLC PER
THAN THE MINIMUM STRENGTH SPECIFIED BY THE
CURRENT MIAMIDADE NOA COMPONENT APPROVAL.
ANCHOR MANUFACTURER.
B. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH
THE FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.42.
4" MAX. FROM 10.50' MAX.
CORNERS TYP. O.C. TVP.
L T T T T
4" MAX. FROM T ~
CORNERS TYP.
TABLE OF CONTENTS
DESIGN PRESSURE RATING(PSF) IMPACTRATING
LARGE MISSILE
i80A
IMPACT
SHEET
REV.
SHEET DESCRIPTION
1
—
NOTES, ELEVATION S ANCHOR LAYOUT
2
SECTION VIEWS
10.50" MAX.
O.C. TYR
1 1 1
48" MAX. O.A.
FIXED D.L.O. WIDTH
_ 518" MAX. O.A.
CURB WIDTH
_ 43" MAX. OA.
WIDTH
ELEVATION & ANCHOR
LAYOUT
EXTERIOR VIEW
TH
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FbMe P..E.C. N.. o.49]6]
!Digitally
signed by
pw RobertJ
10:08:11
-05,00,
1. Minimum #12 fastener by others. Pre -punched installation holes 4" from each corner, maximum 10.5" on center. Minimum penetration=1-3/8".
2. .060" X 1.5" X 1.75" 6063-T6 extruded aluminum retaining angle. Aluminum angle mitered and welded @ four comers.
3. 52.5" X 100.375" UV Enhanced outer Makrolon Polycarbonate Dome by Covestro, LLC @ 8" height on test sample dome height varies per skylight size but not
less than the larger of 10% of the dome's span or 4') .
4. 52.5" X 100.375" UV Enhanced inner Makrolon Polycarbonate Dome by Covestro, LLC @ 4" height on test sample ( dome height varies per skylight size but
not less than the larger of 10% of the dome's span or 41 .
5. OSI PR256 urethane sealant. Located between aluminum retaining angle and outer dome $ between inner dome and aluminum frame.
6. Sealant tape. 1" X .125" located between outer and inner domes.
7. 6063-T6 extruded aluminum frame. Aluminum frame mitered and welded @ four corners.
B. #12 X 1.75" fastener. One fastener located equidistant from each corner. Four fasteners per skylight.
9. #10 X .375 18-8 stainless steel fastener. Located 4" from each comer, maximum 11" on center.
10. All units equal to or less than the total square footage or the test specimen, 36 square feet, will be accepted under this approval.
11. Minimum distance = 4" from angle lip to roof surface for shingles or BUR without insulation. For insulation and file roof add tile height and insulation thickness to
the 4" minimum height.
O2 .060" Extruded Aluminum,'
Retaining Angle
OMinimum #12 wood screw with min.
1-3/8" embedment into substrate
receiving point. Installation holes 4"�
from each comer, maximum 10.5" on
center.
Design Pressure: 60psf +/-
I_
Roof deck and framing by others. All
mof details shall comply with _
Chapter 15 of the Current Edition
FBC and Chapter 9 of the Current
Edition FRC.
Outer Polycarbonate Dome O3
Inner Polycarbonate Dome
Sealant O
Sealant Tape
-Sealant O
—Condensation Gutter
Sealant O
1-3/8"'Min.
Embedment
Curb Mount Model
#12 Stainless Steel Fastener with
neoprene gasket. One fastener
located equidustant from each
' comer. (Four fasteners per
skylight)
#10 X .375" stainless steel fastener @
4" from each corner, maximum 11" 9O
on center.
0.060" Aluminum Frame O
R.b dj.P ...P.E.
RWde P.E.Ne.4WW
Digitally
signed by
€?.4,, RobertJ
10:08:31
-05'00'