HomeMy WebLinkAboutBuilding Permit Application 1
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ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED `
Date: s Wy Permit Number:
RECEIV'7D JAN 0� 20i7
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue,Fort Pierce FL 34982
Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential X
PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line V�e,-�q
PROPOSED IMPROVEMENT LOCATION:
Address: 10725 S. Ocean Dr 133
Legal Description: Holiday Out at St Lucie Blk L Lot 13 and equal pro-rata interest in common elements(OR 1162-2859:1177-2256:1381-2183:2809-1508)
Property Tax ID#: 4511-501-0349-000-7 Lot No.
Site Plan Name: Block No.
Project Name:
Setbacks Front Back: Right Side: Left Side:
DETAILED DESCRIPTION OF WORK:
1.
ReRoof �iY�ov� hi���l IeS I'e �Icc►e_ Gc, FAN i I
q/1z
CONSTRUCTION INFORMATION:
Additional work to e e orme under t ispermit—c ec a apply:
E1HVAC El Gas Tank Gas Piping _Shutters ❑Windows/Doors
❑Electric ❑ Plumbing Sprinklers Generator Roof
Total Sq. Ft of Construction: 792 Sq. Ft.of First Floor: 792
Cost of Construction:$ 8350 Utilities: Sewer 0Septic Building Height: 8'
OW N ERAESSEE: CONTRACTOR:
Name Sally A.Searl Name: Jamie Cisco
Address:3425 Ridgewood Ave Company: Sunshine Roofing, LLC
City: Ashtabula State:OH Address: PO Box 1083
Zip Code: 44004 Fax: City: Palm City State:OH
Phone No.216-256-4442 Zip Code: 34991 Fax:
E-Mail:shandy.searl@gmail.com Phone No. 772-260-8195
Fill in fee simple Title Holder on next page(if different E-Mail: sunshineroofingllc@gmail.com
from the Owner listed above) State or County License: CCC1327796
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
f
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:
DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable
Name: Name:
Address: Address:
City: State: City: State:
Zip: Phone: Zip: Phone:
FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: _Not Applicable
Name: Name:
Address: Address:
City: City:
Zip: Phone: Zip: Phone:
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.
Inconsideration 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.
I
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 Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencing work or recording our Notice of Commencement.
OA . 61L .-
Signature of Own r/ ent/Lessee Sig-ature of ontractor/License Holder
STATE OF FLOC DA S`TATE OF FLO ?A
COUNTY OF Lo-eta COUNTYOF Lam- e
The for oing instrument was acknowledged pefore me The fRing inst ument was acknowledged before me
this Q day of�eern�Nr 20 14`by thisd- rgo dayof 20�Lby
'saki R `secl1;� Jamie Cisco
(Name o person acknowledging) (Name of person acknowledging)
(Signat re of No ry Public-Itate of Olorida) (Signat re of NotaN Public-Soto of Flo ida)
Personally Known OR Produced Identification X Personally Known X OR Produced Identification
Type of Identification P' License Type of Identification Produced
Notary P State of Florldo Ro
Notary T �9e to of FloridaCommission No. �' MiryCommission No. Ma I
My Cammlesfon FF 230179 My Commission FF 230179
ores 0612812019
a w Expires ON28/2019
Revised 07/15/2014
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
COMPLETE
INITIALS
JOSEPH E. SMITH; CLERK OF THE CIRCUIT COURT = SAINT LUCIE COUNTY
FILE # 4263139 OR BOOK 317 PAGE 2651, Recorded 01/0 017 08:37:18 AM
Aprao RECORDINC�rRN TO-
I
PERMIT NUMBER I _J
I a_
NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to certain real property,and in accordance with Chapter 713,
Florida statutes the following information is provided in the Notice of commencement.
1.DESCRIPTION OF PROPERTY(Legal description and street address)TAX FOLIO NUMBER: 4511-501-034WO-7
SUBDIVISION B TRACI'___JLOT BLDG UNIT
I 2.GENERAL DESCRIPTION OF IMPROVEMENT:
Reroof
3.OWNER INFORMATION: a.Name Sally Sead
b.Address 3425 Ridgewood Ave Ashtabula,OH 44004 c.interest in property Owner
i
� d.Name and address of fee simple titleholder(if other than owner)
4.CONTRACTOR'S NAME,ADDRESS AND PHONE NUMBER: Sunshine Roofing,LLC 772-260-8195 PO Box 1091 Palm City,FL 34991
I o
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5.SURETY'S NAME,ADDRESS AND PHONE NUMBER AND BOND AMOUNT:
6.LENDER'S NAME,ADDRESS AND PHONE NUMBER:
7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7.,14orida Statutes-
NAME,ADDRESS AND PHONE NUMBER:
8.In addition to himself or herself.Owner designates the following to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b),Florida Statutes:
NAME,ADDRESS AND PHONE NUMBER:
9.Expiration date of notice of commencement(the expiration date is 1 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
I ARE CONSMERED IMPROPER PAYMENTS UNDER CHAPTER 713 PART I SECTION 713 13 FLORIDA STATUTES AND CAN RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
pO.STEp ON THE JOB SrrF BEFORE UM FIRST INSPECTION IF YOU INTEND TO OBTAIN FINANCING CONSULT WrrH YOUR
I ENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT
a
Signature of r Print Name and Provide Signatory's Title/Office
Owner's Authorized Officer/Dhrector/Partner/Manager
State of Florida
County of Martin '
The f regoing instru was ac{�'owledged before me this day of E'f'P—m b�r 20�.
By �aNy —as Owner
(Name of person) (Type of authority...e.g.Owner,officer,trustee,attorney in fact)
For
(Name of party on behalf of whom instrument was executed) Personally Known_or produced the following type of ID:
No"Pubic Slab or Work
rtivm I�Iuecp1 Kk"d
MY CONn(Ptin Name of Notary Pu ic�L ) (Signs re of No Pub* ) E OVA o^o f
Under penalties of perjury,I declare that I have read the foregoing and that the facts in it are tare to,the best o my)mow g
belief(section 92:525,Florida Statutes).
UWE OF F9NM A
Signature(s)of Owner(s)or Owner's)'Authorized Officer/Dihe`MWMrrfn'AmlD7ariager who signed above:
IAI;S 18TO CERTIFY THAT THIS IS A
y7 T';. AID CORRECT COPY Or THE E.
B . zu� By
ue�.omm3cv2aonm „u�) .IOF;t.PH E.SMITH CLE r o�
B1 •.'
eputy
}
G
PAUL WELCH INC.
Mechanical Electrical Civil Engineering
1984 S.W. Biltmore St. Suite#114
I
Port Saint Lucie,FL 34984
Phone(772) 785 - 9888
E-mail pwelchinc@aol.com
I
i ..
December 22,2016HLE COPY
Re: Searl Re-Roof
10725 S. Ocean Dr. 113
Jensen Beach,FL 34957
SCOPE OF WORK:
Install new Metal Roof(Extreme Metal Fabricators,LLC"16"wide/ 1"Nail Strip"FL
#17022.5)at above referenced address over new underlayment,and existing plywood sheathing.
i
DESIGN CRITERIA:
FBC 2014
ASCE7-10
PROJECT DATA:
BUILDING HIEGHT= 10'
A=3'
MEAN,ROOF HIEGHT= 15'
ROOF ANGLE=4:12
SHAPE=PITCHED GABLE
ADJUSTMENT FACTOR= 1.00
MIPROTANCE FACTOR= 1.00
WIND VELOCITY V u1t= 165MPH
WIND VELOCITY V asd= 128 MPH
EXPOSURE=D
ENCLOSURE CLASS=ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT=-0.18
i
APPLIED UPLIFT DESIGN PRESSURES PER ASCE(PSF):
ZONE 1 (Field)=-37.8
ZONE 2 (Perimeter/Ridge)=-63.7
ZONE 3 (Corners)'=-93.5 Paul Welch Inc.
i _Paui;Welch P.E. Reg.No. 29945
December 22,2016
10725 S.Ocean Dr. 133 Jensen Beach,FL - - 1 of 3
/ 1 \
f.
II
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METAL.ROOFING ATTACHMENT REQUIREMENTS:
Metal roofing to be attached with corrosion resistant Hex-Head wood screws#10 z 1"minimum
(minimum 3/16"penetration through deck). Fasteners shall be placed through the nail strip each
course 16"on center across panel width and spacing along the ribs as follows:
i
ZONE 1 (Field):FASTENER SPACING=6" O.C.
ZONE 2,(Perimeter/Ridge): FASTENER SPACING=6"O.C.
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ZONE 3 (Comers): FASTENER SPACING=6" O.C.
I
NOTE: PROVIDE 3/16" CONTINUOUS BEAD OF BOSTIK CHEM-CHALK SEALANT
AT ALL PANELS.
Design uplift Pressure for attachment as per above:
Product Design Pressure: Zones 1,2&3: -97.25 PSF
Therefore O.K.
I
UNDERLAYMENT:
jUnderlayment shall be in accordance with manufacturer's guidelines,FBC 1507.4.5.1, and FBC
15074.5.2. Underlayment shall be Polyglass Polystick TU Plus FL#5259.1
DECK INSTALLATION:
Re-nail,all plywood sheathing(15/32"thick minimum)with 8D ring-shank nails at 4"O.C.
perimeter and 6" O.C. field for all zones.
i
i
All work to be in compliance with product approval (FL# 17022.5), (FL#5259.1),
manufacturer's specifications,and the Florida Building Code 2014.
i
Paul Welch Inc.
Paul Welch P.E.Reg.No.29945
December 22,2016
10725 S.Ocean Dr. 133 Jensen Beach,FL 2 of 3
f
Cs&L�
® _ o J^�
Cr Atsi6
�A
ROOF ZONE PLAN
A=3' '
ZONE DESIGNATION(TYPICAL)
NOTE: PROVIDE 3/16" CONTINUOUS BEAD OF BOSTIK CHEM-CHALK SEALANT
AT ALL PANELS.
Paul Welch Inc.
Paul Welch P.E. Reg.No. 29945
December 22,2016
10725 S.Ocean Dr. 133 Jensen Beach,FL 3 of 3
Florida Building Code Online
12J28/4016 -
lie
EIVE:D JAN 03 2617 -
BCIS H°me I Log In } User Registration } Hot Topics } Submit Surcharge } Stabs&Facts 1 Publications I FBC Staff } BCIS Site Map } Links I Search i
bProduct Approval
d Or
'R USER:Public User
i Product Approval Menu>Product or Aoolication Search> opllratliin L st-> Graiio DetaB
a, FL# FL17022-R5
y a.,
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
I Product Manufacturer Extreme Metal Fabricators, LLC.
Address/Phone/Email 2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
tara@extrememetalfabricators.com
Authorized Signature James Buckner
jimmy@cbuckinc.net
Technical Representative Richard McKuhen
Address/Phone/Email 2160 SW Poma Drive
Palm City,.FL 34990
(772)872-8034
rchard@emfab.net
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK,Inc.
the Evaluation Report
Florida License PE-31242
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By Steven M. Unch, PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL17022 R5 COI CertOfIndeo.odf
Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
UL 1897 2004
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
httpsJ/www.floridabuilding.org/pr/pr app dtl.aspx7param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bNvFm7fRf1JOJDgzc%2bg82DQ%3d%3d 113
121281T16 Florida Building Code Online -
Product Approval Method Method 1 Option D
Date Submitted 04/20/2016
Date Validated 04/20/2016
Date Pending FBC Approval 04/24/2016
Date Approved 06/08/2016
Date Revised 10/21/2016
Summary of Products
I FL# i Model,Number or Name Description
r
17022.1 (1) 5-V Crimp 26 gauge steel, lapped roof panel, mechanically attached to wood
deck with exposed screws.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R5 II 1 5VCrimo 26ga WoodDeck EVALREPORT.odf
Approved for use outside HVHZ:Yes Verified By:James L Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure:+N/A/-228 Evaluation Reports
Other:Refer to evaluation report for conditions and FL17022 R5 AE 1 5VCrimo 26ga WoodDeck EVALREPORT.odf
limitations of use. Refer to manufacturer's installation Created by Independent Third Party:Yes
instructions as a supplemental guide for attachment.
17022.2 (2) 5-V Crimp 0.032"aluminum, lapped roof panel, mechanically attached to wood
deck with exposed screws.
Limits of Use Installation instructions
Approved for use in HVHZ: No FL17022 R5 II 2 5VCrimo 032A1um WoodDeck EVALREPORT.odf
Approved for use outside HVHZ:Yes Verified By: James L Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-168.5 Evaluation Reports
Other:Refer to evaluation report for conditions and FL17022 R5 AE 2 SVCrimp 032A1um WoodDeck EVALREPORTpdf
limitations of use. Refer to manufacturer's installation Created by Independent Third Party:Yes
instructions as a supplemental guide for attachment.
17022.3 (3) 1.5"Mechanical Seam 1.5"rib height, 16"wide,24 gauge steel,standing seam roof panel
mechanically attached to wood deck with clips and screws.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R5 II 3 1.5 MechSeam 24ga WoodDeck EVALREPORT.udf
Approved for use outside HVHZ:Yes Verified By:James L Buckner, P.E. @ CBUCK,Inc. P.E. #31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: +N/A/-191 Evaluation Reports
Other:Refer to evaluation report for conditions and FL17022 R5 AE 3 1.5
limitations of use. Refer to manufacturer's installation MechSeam 24ga WoodDeck EVALREPORT.pdf
instructions as a supplemental guide for attachment. Created by Independent Third Party: Yes
17022.4 (4) 1.5"Mechanical Seam 1.5"rib height, 16"wide, 0.032"aluminum,standing seam roof
panel mechanically attached to wood deck with clips and screws.
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL17022 R5 II 4 1.5
Approved for use outside HVHZ:Yes MechSeam 032A1um WoodDeck EVALREPORT.odf
Impact Resistant:No Verified By:James L. Buckner, P.E. @ CBUCK,Inc. P.E. #31242
Design Pressure:+N/A/-191 Created by Independent Third Party:Yes
Other:Refer to evaluation report for conditions and Evaluation Reports
limitations of use. Refer to manufacturer's installation FL17022 R5 AE 4 1.5
instructions as a supplemental guide for attachment. MechSeam 032A1um WoodDeck EVALREPORT.odf
Created by Independent Third Party: Yes
17022.5 (5) 1"Nail Strip 1"rib height, 16"wide,26 gauge steel,standing seam roof panel
mechanically attached to wood deck with screws.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R5 n 5 1NailStrio 26ga WoodDeck EVALREPORT.pdf
Approved for use outside HVHZ:Yes Verified By:James L. Buckner,P.E. @ CBUCK,Inc. P.E. #31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-97.25 Evaluation Reports
Other:Refer to evaluation report for conditions and FL17022 R5 AE 5 SNailStrio 26ga WoodDeck EVALREPORT.odf
limitations of use. Refer to manufacturer's installation Created by Independent Third Party:Yes
instructions as a supplemental guide for attachment.
17022.6 (6) 1"Nail Strip 1"rib height, 16"wide, 0.032"aluminum,standing seam roof panel
mechanically attached to wood deck with screws.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R5 II 6 iNailStrio 032A1um WoodDeck EVALREPORT.odf
httpsl/www.floridabuildng.orgtpripr_app U.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bNvFm7fRf1JOJDgzc%2bg82DQ°/"3d%3d 213
12/28/2016 . Florida Building Code Online
Approved for use outside F Yes Verified By:James L. But P.E. @ CBUCK,Inc. P.E. #31242
Impact Resistant:No Created by Independent i"...;Party,Yes
Design Pressure:+N/A/-78.5 Evaluation Reports
Other:Refer to evaluation report for conditions and FL17022 R5 AE 6 1NailStrio 032A1um WoodDeck EVALREPORT.Ddf
limitations of use. Refer to manufacturer's installation Created by Independent Third Party: Yes
instructions as a supplemental guide for attachment.
17022.7 (7) 1.5" Nail Strip 1.5"rib height, 19"wide,26 gauge steel,standing seam roof panel
mechanically attached to wood deck with screws.
Limits of Use Installation Instructions
Approved for use use in HVHZ:No FL17022 R5 II 7 1 SNailStriD 26ga WoodDeck G1/ALREPORT.odf
Approved for use outside HVHZ:Yes Verified By:James L. Buckner,P.E. @ CBUCK, Inc. P.E. #31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-63.5 Evaluation Reports
Other:Refer to evaluation report for conditions and FL17022 R5 AE 7 i SNailStrin 26ga WoodDeck EVALREPORT.Ddf
limitations of use. Refer to manufacturer's installation Created by Independent Third Party: Yes
instructions as a supplemental guide for attachment.
I
1.7022.8 (8) EMAX Rib 29 gauge steel, lapped roof panel mechanically attached to wood
deck with exposed screws.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R5 II 8 EMAX Rib 29ga WoodDeck EVALREPORT.odf
Approved for use outside HVHZ:Yes Verified By:James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: +N/A/-146 Evaluation Reports
Other: Refer to evaluation report for conditions and FL17022 R5 AE B EMAX Rib 29ga WoodDeck EVALREPORT.Ddf
limitations of use. Refer to manufacturer's installation Created by Independent Third Party:Yes
instructions as a supplemental guide for attachment.
17022.9 (9) PBR MAX 26 gauge steel, lapped roof panel mechanically attached to wood
deck with exposed screws.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R5 II 9 PBR Rib 26oa WoodDeck EVALREPORT.odf
Approved for use outside HVHZ:Yes Verified By:James L Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: +N/A/-119.5 Evaluation Reports
Other: Refer to evaluation report for conditions and FL17022 R5 AE 9 PBR Rib 26ga WoodDeck EVALREPORT.adf
limitations of use. Refer to manufacturer's installation Created by Independent Third Party:Yes
instructions as a supplemental guide for attachment.
aack FEE
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 350.487.1395.-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,F.S.,please click here.
Product Approval Accepts:
1r0
Credit Card
Safe.
httpsl/www.floridabLilcing.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR°/g2hNvFm7fRfiJOJDgzc%2bg82DQ%3d%3d 313
CBUCK E=ncj1neL=r1nQ
I N___ -
Speclalty Structural Enc)lneerinq CBUCK,Inc.Certificate of Authorization#8064
i
Evaluation Report
1" (Vail Strip
i Metal Roof Assembly
Manufacturer:
Extreme Metal Fabricators, LLC.
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
for
Florida Product Approval
# FL 17022.5 R5
Florida Building Code Sth Edition (2014)
Method: 1 - D
Category: Roofing
Sub - Category: Metal Roofing
Product: 1"Nail Strip Roof Panel
Material: Steel
Panel Thickness: 26 gauge
Panel Width: 16"
Panel Seam: Snap-lock
Support: Wood Deck
Digitally signed by James L.Buckner,P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
61G15-2;\�111111111/////
Prepared by: ��•�,�s sDc,�'
James L. Buckner, P.E.,SECB �Q• . �1cENs'' c�,A'%
Florida Professional Engineer#31242
Florida Evaluation ANE ID: 1916 _ No31242
Project Manager:Youry Demosthenes
Report No. 16-123-1NS-S61N-ER ;�,�'. STATE OF
(Revises 15-217-INS-S6W-ER) �i,�s ' .F4OR10P• C9���
Date: 4/18/16 '�s�0NA������
Contents:
Evaluation Report Pages 1—7
2016.04.1911:32:32-04'00'
CBUCK,Inc. - Palm Beach County,Florida
Phone: (561)491-9927• Email:cbuck@cbuckinc.net•Website:www.cbuckinc.net
Mail Address:2637 E.Atlantic Blvd,#34069,Pompano Beach,FL 33062
i
(� FL#: FL 17022.5 R5
� Date: 4/18/16
Page
Report No.:2 of 7 -1NS-S6W-ER
Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Manufacturer: Extreme Metal Fabricators,LLC.
Product Name: 1" Nail Strip
Product Category: Roofing
Product Sub-Category Metal Roofing
Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d)
Product/System 1" Nail Strip Roof Panel, 26 Gauge steel, 16" wide panel mechanically attached to
Description: Wood Deck
I
Product Assembly as Refer to Page 4 of this report for product assembly components/materials &
Evaluated: standards:
1. Roof Panel
2. Fasteners
3. Adhesive (select system)
4. Underlayment
5. Insulation (Optional)
Support: Type:
Wood Deck
(Design of support system is outside the scope of this evaluation.)
Description:
• 15/32" or greater plywood,
• or Wood plank(min.specific gravity of 0.42)
Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2,
applicable code sections and in accordance with . manufacturer's
recommendations.
Performance: Wind Uplift Resistance:
• Design Uplift Pressure (ASD): Refer to Table A
(Refer to "Table A" attachment details herein)
FL#: FL 17022.5 R5
Date: 4/18/16
N �� �������g Page Report No.:3 of 7 -INS-S6W-ER
SpPclalfiy Structural EnginEmerinq CBUCK,Inc.Certificate of Authorization#8064
Performance Standards: The product described herein has demonstrated compliance with:
• UL580-06—Test for Uplift Resistance of Roof Assemblies
• UL 1897-04—Uplift test for roof covering systems
Code Compliance: The product described herein have demonstrated compliance with the performance
standards listed above as referenced in the current Florida Building Code.
Evaluation Report This product evaluation is limited to compliance with the structural requirements
Scope: of the Florida Building Code, as related to the scope section to Florida Product
Approval Rule 61G20-3.001.
Limitations and + This evaluation report for "Optional Statewide Approval' contains technical
Conditions of Use: documentation, specifications and installation method(s) which include
"Limitations and Conditions of Use" throughout the report in accordance with
Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is
the authority to approve products under"Optional Statewide Approval'.
• Option for application outside "Limitations and Conditions of Use"
• Rule 61G20-3.005(l)(e) allows engineering analysis for"project specific approval
by the local authorities having jurisdiction in accordance with the alternate
methods and materials authorized in the Code".Any modification of the product
as evaluated in this report and approved by the Florida Building Commission is
outside the scope of this evaluation and will be the responsibility of others.
• This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to
comply with Florida product approval rule (FAC) 61G20-3.This evaluation report
is part of the Florida Building Commission approval for the listed code related
criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a
design certification of code compliance construction submittal documentation,
per FBC section 107,for any individual structure, site specific or permit design.
• Deck shall be in compliance with applicable building code.
• Design of support system is outside the scope of this report.
• Fire Classification is outside the scope of Rule 61G20-3, and is therefore not
included in this evaluation.
• This evaluation report does not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Dade& Broward Counties)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005 (3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA
1824).
FL#: FL 17022.5 R5
Date: 4/18/16
UE:K Page Report No.:4 of 7 -1NS-S6W-ER
Speaclalty Structural Enginesring CBUCK,Inc.Certificate of Authorization#8064
Components/Materials Roof Panel: 1 Nail Strip
(by Manufacturer): Material: Steel
Thickness: 26 Gauge (min.)
Panel Widths: 16" (max.) Coverage
Rib Height: 1"
Yield Strength: 50 ksi min.
Corrosion Resistance: In compliance with FBC Section 1507.4.3:
• ASTM A792 coated, or
• ASTM A653 G90 galvanized steel
Fastener:
i
Type: Pancake-Head Wood Screw
Size: #10 x 1" (min.)
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
i Standard: Per ANSI/ASME B18.6.1
i
Seam Adhesive/Sealant: (Select Systems)
Product Name: Bostik 91511 Chem-Chalk
Type: One component, polyurethane adhesive
Application Size: 3/16"continuous bead
Application Location: Along base of male rib vertical flange at each panel
i
seam. (Refer to Table "A"and drawing Pg 6-7)
Components/Materials: Underlayment:
(by Others): Material and application shall be in compliance with FBC Section 1507.4.5.1 and
1507.4.5.2, applicable codes and in accordance with manufacturer's
recommendations.
Insulation(Optional):
Type: Rigid Insulation Board
Thickness: 3" (max.)
Properties:
Density: 2.25 pcf(lbs/ft3) min.
Or Compressive Strength: 20 psi min.
Insulation Notes:
• Rigid Insulation shall meet minimum density OR compressive strength.
• Insulation shall comply with FBC Section 1508. When insulation is
incorporated, fastener length shall conform to penetrate thru bottom of
support a minimum of 3/16".
1 \ FL#: FL 17022.5 R5
Date: 4/18/16
Report No.: -1NS-S6W-ER
Page 5 of 7
Speclaltj Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Installation: Installation Method:
(Refer to"TABLE A" below and drawings at the end of this evaluation report.)
■ Fastener Spacing: Refer to"TABLE A" Below
(along the length of the panel)
■ Rib Interlock: Snap-Lock
(Panel ribs shall be fully engaged to form an integral snap-lock.)
■ Seam Adhesive: Refer to Table "A" & Drawing Page 6.
(Apply continuously along base of male rib vertical flange at each panel
seam.)
■ Minimum fastener penetration thru bottom of support, 3/16".
■ For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
TABLE"A"
ALLOWABLE LOADS
METHOD 1 METHOD 2
Design Pressure(ASD)*: -86 PSF -97.25 PSF
Fastener Spacing: 6"o.c. 6"o.c.
Seam Adhesive: Not required 3/16"continuous bead
(Refer to pg. 6-7)
*Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1.
Install the 1" Nail Strip roof panel assembly in compliance with the installation
method listed in this report and applicable code sections of FBC 5th Edition (2014).
The installation method described herein is in accordance with the scope of this
evaluation report. Refer to manufacturer's installation instructions as a
supplemental guide for attachment.
Referenced Data: 1. UL 580-06 &UL 1897-04—Uplift Test
By Architectural Testing, Inc.-West Palm Beach, FL
(FBC Organization#TST ID: 1527)
Report No. D8133.01-450-18, Date: 06/30/15, Specimens#1
2. Quality Assurance
Keystone Certifications, Inc. (FBC Organization ID#QUA 1824)
Extreme Metal Fabricators, Inc. Licensee#974
3. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization#ANE 1916)
I
' (y FL#: FL 17022.5 R5
Date: 4/18/16
Report No.:16-123-1NS-S6W-ER
Page 6 of 7
Specialty Structural Englneprinq CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, LLC.
;1" Nail Strip (26 Gauge Steel) Roof Panel attached to Wood Deck
Drawings
1
i
1611
I
1"
3/4�'
Panel Profile
16" o.c.
Deck:
-15/32"or greater Plywood,or
-Wood plank
Integral Snap Lock
For METHOD 2:
Apply 3116"Bead Bostik 915Tm Sealant
Continuous Along Male Rib Vertical Flange
X \ Fastener
#10 x 1"Min. per Table"A"
Pancake Head Wood Screw
Typical Assembly Profile View
(Typical Fastening Pattern Across Width)
i
FL#: FL 17022.5 R5
Date: 4/18/16
U� n 1nsQ*Qr1� Page Report No.:7 of 7-1NS-INS -ER
NO -
SpeK--lalh4 St'rucfiural Enginpering CeuCK,Inc.Certificate of Authorization#8064
i
Installation Method
i
Extreme Metal Fabricators, LLC.
1" Nail Strip (26 Gauge Steel) Roof Panel attached to Wood Deck
Fastener
#10 X 1"Min. per Table"A"
Pancake Head Wood Screw
1"Nail Strip Roof Panel
\1 T
1 -
,� Optional:
Y\�� Rigid Insulation
Thickness 3"Maximum
Seam Adhesive Application:
Deck: For Method 2
15/32"or greater Plywood,or Apply 3/16"Bead Bostik 915'"4 Sealant
-Wood plank Continuous Along Male Rib Vertical Flange
(Refer to Table"A")
Typical Roof Assembly
Isometric View
(Optional) Rigid Insulation Board per Page 4 of this report
TABLE "A"
ALLOWABLE LOADS
METHOD 1 METHOD 2
Design Pressure(ASD)*: -86 PSF -97.25 PSF
Fastener Spacing: 6"o.c. 6"o.c.
Seam Adhesive: Not required j 3/16"Continuous Bead
*Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1.
RECE_"`_`-D JA�l 0 3 f �7
C�s ?
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Search Criteria Refine Search
Code Version 2014 FL# 5259.1
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
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Search Results-Applications
Type Manufacturer Validated By Status
FL5259-R25 Revision POLYGLASS USA John W.Knezevich,PE Approved
History FL#:FL5259,1 (954)772-6224
Model:Polyglass Roof Underlayments
Description:Roofing underlayments
Category:Roofing
Subcategory:Underlayments
.Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
i
i
i
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer._Copyright 2007-2D13 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
emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
Credit Card
Safe
EXTERIOR RESEARCH&DESIGN,I.I.C.
Certificate of Authorization#9503
353 CHRISTIAN STREET, UNIT#13
�, TRINITY ERD OXFORD,CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
Polyglass USA,Inc. Evaluation Report P12060.02.09-R21
150 Lyon Drive FL5259-1125
Fernley, NV 98408 Date of Issuance:02/24/2009
Revision 21:10/17/2016
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 51h Edition (2014) Florida Building Code sections noted
hereiri.
DESCRIIPTION: Polyglass Roof Underlayments
l •
LABELING: Labeling shall be in accordance with the requirements 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. if the product changes or the
referenced Quality Assurance documentation changes. Trinity I ERD 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 "Trinity I ERD 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 13.
Prepared by:
;;•" y�orspte0-
— The facsimile seal appearing was authorized by Robert Nieminen,
P.E.on 10/17/2016.This does not serve as an electronically
Robert J.M.Nieminen, P.E. signed document. Signed,sealed hardcopies have been
Florida Registration No.59166,Florida DCA ANE1983 ` �;'.�r`.;�;;L. transmitted to the Product Approval Administrator and to the
named client
CERTIFICATION OF INDEPENDENCE:
1. trinitylERD 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. TrinityJERD 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 Trinity IERD 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.
TRINITY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category,: Underlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the
;following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is
subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind Uplift FM 4474 2004
1504.3.1 Wind Uplift UL 1897 2004
1504.6 Accelerated Weathering ASTM G154 2006
1504.6 Accelerated Weathering ASTM G155 2005
1507.2.3,1507.3.3,1507.5.3,1507.7.3, Physical Properties ASTM D226 2006
1507.8.3,1507.9.3
1507.2.4,1507.2.9.2,1507.5.3,1507.7.3 Physical Properties ASTM D1970 2009
1507.11.2 Physical Properties ASTM D6164 2005
1507.11.2 Physical Properties ASTM D6222 2008
1507.3.3 Installation Practice FRSA/TRI April 2012 2012
1523.6.5.2.1 Physical Properties TAS 103 1995
3. REFERENCES:
Entity Examination Reference Date
FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000
PRI(TST 5878) Physical Properties PRIO1111 04/08/2002
PRI(TST 5878) Physical Properties PUSA-005-02-01 01/31/2002
PRI(TST 5878) Physical Properties PUSA-013-02-01 12/23/2002
PRI(TST 5878) Physical Properties PUSA-013-02-02 12/23/2002
PRI(TST 5878) Physical Properties PUSA-013-02-03 12/23/2002
PRI(TST 5878) Physical Properties PUSA-018-02-01 07/14/2003
PRI(TST 5878) Physical Properties PUSA-028-02-01 07/13/2005
PRI(TST 5878) Physical Properties PUSA-033-02-01 01/12/2006
PRI(TST 5878) Physical Properties PUSA-035-02-01 09/29/2006
PRI(TST 5878) Physical Properties PUSA-055-02-02 12/10/2007
PRI(TST 5878) Physical Properties PUSA-061-02-02 01/28/2008
PRI(TST 5878) Physical Properties PUSA-076-02-01 02/22/2008
PRI(TST 5878) Physical Properties PUSA-083-02-01 04/14/2008
PRI(TST 5878) Physical Properties PUSA-088-02-01 07/29/2009
MTI(TST 2508) Physical Properties JX20H7A 04/01/2008
MTI(TST 2508) Physical Properties RX14E8A 01/29/2009
ERD(TST 6049) Physical Properties 11752.09.99-1 02/08/2000
ERD(TST 6049) Wind Uplift 11757.08.01-1 08/13/2001
ERD(TST 6049) Wind Uplift 11776.06.02 01/16/2003
ERD(TST 6049) Physical Properties 02200.07.03 07/14/2003
ERD(TST 6049) Wind Uplift P1740.01.07 01/04/2007
ERD(TST 6049) Physical Properties P5110.04.07-1 04/11/2007
ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008
ERD(TST 6049) Physical Properties P13450.08.09 08/13/2009
ERD(TST 6049) Wind Uplift P30540.11.09-R1 11/30/2009
ERD(TST 6049) Physical Properties P11030.11.09-1 11/30/2009
ERD(TST 6049) Wind Uplift P11030.11.09-2 11/30/2009
ERD(TST 6049) Physical Properties P11030.11.09-3 11/30/2009
ERD(TST 6049) Physical Properties P33360.06.10 06/25/2010
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R21
Certificate o/Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-1125
Revision 21:10/17/2016
Page 2 of 13
- TRINITY I ERD
Entity Examination Reference Date
ERD(TST 6049). Physical Properties P33370.03.11 03/02/2011
ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011
ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011
ERD(TST 6049) Physical Properties P40390.08.12-1 08/06/2012
;ERD(TST 6049) Physical Properties P40390.08.12-2 08/07/2012
;ERD(TST 6049)1 Physical Properties C41420.09.12-3 09/11/2012
ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2013
ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013
ERD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013
ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013
ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013
ERb(TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013
ERD(TST 6049) Wind Uplift P11781.11.03-Ri 11/26/2013
ERD(TST 6049) Physical Properties P45270.0S.14 05/12/2014
ERD(TST 6049) Physical Properties 6020.07.14-1 09/09/2014
ERD(TST 6049) Physical Properties 6020.09.14-2 09/08/2014
ERD(TST 6049) Physical Properties 6020:09.14-3 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-4 09/08/2014
ERD(TST 6049) Physical Properties .6020.09.14-5 09/08/2014
ERD.(TST 6049) Physical Properties 6020.09.14-6 09/08/2014
ERD(TST 6049) Physical Properties P46520.10.14 10/03/2014
ERD(TST 6049) Physical Properties P44360.10.14 10/07/2014
ERD(TST 6049) Physical Properties P43290.10.14 10/17/2014
ERD(TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015
ERD(TST 6049) Physical Properties P40390.04.15 04/03/2015
ERD(TST 6049) Physical Properties PLYG-SC8080.05.15-1 05/20/2015
ERD(TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016
ERD(TST 6049) Physical Properties PLYG-SC8080.07.16 07/16/2016
ERD(TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016
ICC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014
Miami-Dade;(CER 1592) HVHZ Compliance NOA 14-0717.08 01/22/2015
Polyglass USA Manufacturing Affidavit Products Current 02/18/2009
Polyglass USA PA Affidavit Mule-Hide Cross Ltg 03/01/2008
Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.04/24/2018
4. PRODUCT DESCRIPTION:
4.1 Mechanically Fastened Underlayments:
4.1.1 Elastobase is a fiberglass reinforced,SBS modified bitumen base sheet.
4.1.2 'Elastobase P is a polyester-reinforced,SBS modified bitumen base sheet.
4.1.3 Polyglass G2 Base is a fiberglass-reinforced,asphaltic base sheet.
4.1.4 Polyglass APP Base is a fiberglass-reinforced,APP modified bitumen base sheet.
4.2 Self-Adhering Underlayments:
4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,surfaced
with polyolefinic film surface;meets'ASTM D1970 and TAS 103.
4.2.2 Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced,
surfaced with poly-film surface;meets TAS 103.
4.2.3 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with an
aggregate surface;meets ASTM D1970.
Exterior Research and Design,I.I.C. Evaluation Report P32060.02.09-R21
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R25 .
Revision 21:10/17/2016
Page 3 of 13
I
..I TRINI-fY ERD
4.2.4 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with a
polyester fabric surface; meets ASTM D1970 and TAS 103.
4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester
reinforced,with a granular surface;meets ASTM D1970 and TAS 103.
4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester
fabric surface;meets ASTM D1970 and TAS 103.
4.2.7 Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR) are polyester
reinforced,APP modified bitumen cap sheets;meet ASTM D6222.
4.2.8 Polystick Dual Prot" is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with a polyester fabric surface;meets ASTM D1970.
4.2.9 Polystick Tile ProT1 is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with a polyester fabric surface;meets ASTM D1970 and TAS 103.
'4.2.10 Polystick MU-X is a nominal 54-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with a polypropylene film surface;meets AC188 and physical requirements of ASTM D1970.
4.3 Mechanically Fastened and/or Bonded Underlayments:
4.3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced,SBS modified bitumen cap sheets;meet ASTM D6164.
4.3.2 Polyflex G and Polyflex G FR are polyester reinforced,APP modified bitumen cap sheets;meet ASTM D6222.
S. 1 LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity I ERD 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 the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Polyglass Roof Underlayments may be 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
Wood Shakes&
Underlayment I Asphalt Shingles Nail-On Tile Foam-OnTile Metal Slate
j Shingles
Yes Yes
Elastobase Yes (base sheet in 2-ply (base sheet in 2-p1y Yes Yes Yes
system) system)
T Yes Yes
Elastobase P ; Yes (base sheet In 2-ply (base sheet in 2-ply Yes Yes Yes
I system) system)
Yes Yes
Polyglass G2 Base NO (base sheet in 2-ply (base sheet in 2-ply No NO NO
system) system)
Yes Yes
Polyglass APP Base I No (base sheet In 2-ply (base sheet in 2-ply No NO No
system) system)
Polystick M_TS _ ( Yes Yes No Yes Yes Yes
Polystick MTS PLUS i Yes Yes No Yes Yes Yes
Polystick IR-Xe ~( Yes No No No Yes Yes
Polystick TU P ) Yes Yes Yes No Yes Yes
See 5.5.1
Yes
Polystick TU Plus Yes Yes see 5.5.1 Yes Yes Yes
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R21
Certificate of Authorization N9503 FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21:10/17/2016
Page 4 of 13
TR[NITY ERD
i
TABLE I: ROOF COVER OPTIONS
Underlayment ! Asphalt Shingles Nail-On Tile Foam-On Tile Metal wood Shakes& Slate
Shingles
Polystick TU Max No Yes Yes See 5.5.1 Yes No No
Polystick Dual Pro Yes Yes. No Yes Yes Yes
i
Polystick Tile Pro Yes Yes Yes Yes Yes Yes
See 5.5.1
Polystick MU-X ! Yes No No Yes Yes Yes
Elastoflex S6,G Yes Yes Yes No Yes Yes
See 5.5.1
Elastoflex S_6 G FR _ 1 Yes Yes No No Yes Yes
Polyflex G `� Yes Yes Yes No Yes Yes
See 5.5.1
Polyflex G FRW � Yes Yes No No Yes Yes
Polyflex SAP or SAP FR »I Yes Yes Yes No Yes Yes
1 See 5.5.1
Mule-Hide SA-APP Cap Sheet { Yes Yes Yes No Yes Yes
or SA-APP Cap Sheet I FR) I See 5.5.1
5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion/ long term aging
data from an accredited testing laboratory is provided.
✓ 3M11' 2-Component Roof Tile.Adhesive AH-160 (FL6332): Polystick TU P, Polystick TU Plus, Polystick TU Max,
Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP
Cap Sheet(FR)or Tile Pro.
✓ 3M" Foam Roof Tile Adhesive RTA-1 (FL6276): Polystick TU P, Polystick TU Plus, Polystick TU Max, Elastoflex S6
G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)
or Tile Pro
✓ Convenience Products'Touch 'n Seal Storm Bond Roof Tile Adhesive (FL14506): Polystick TU Plus, Polystick TU
Max.
✓ Dow TileBond(FL717): Polystick TU P,Polystick TU Plus, Polyflex SAP or Tile Pro.
✓ Polyglass PolyLok Roof Tile Adhesive(FL17855): Polystick TU Plus or Polystick TU Max.
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
Polystick(all variations), Dual Pro,Tile Pro, Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet
(FR)self-adhered to:
➢ New untreated plywood;ASTM D41 primed new untreated plywood; Existing plywood;ASTM D41 primed existing
plywood; New or existing, unprimed 056; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed
Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels
(designed and installed to meet wind loads for project).
Note:Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or
OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes.
Elastoflex S6 G or S6 G FR in hot asphalt to:
➢ ASTM D41 primed structural concrete.
Polyflex G or G FR torch-applied to:
➢ ASTM D41 primed structural concrete.
Exterior Research and Design,LLC. Evaluation Report 1312060.02.09-1121
certificate ofAuthorization N9503 FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21:10/17/2016
Page 5 of 13
} TRINITY j E��
5.6.2 Bond-to-Insulation:
Polystick (all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)self-adhered
to:
ASTM C1289, Type II, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck
DuraGuard;Dens Deck Prime;or SECUROCK Gypsum-Fiber Roof Board.
Elastoflex S6 G or S6 G FR in hot asphalt to:
Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board.
Polyflex G or G FR torch-applied to:
ASTM D41 primed structural concrete; Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum
requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on tile
systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of
the insulation/underlayment system in accordance with FBC Section 1504.3.1.
5.6.3 Bond to Mechanically Attached Base Laver:
Polystick (all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or
Tile Pro self-adhered to:
)> ASTM D226,Type I or II felt;Elastobase;Elastobase P or Mule-Hide Nail Base.
Elastoflex S6 G or S6 G FR in hot asphalt to:
S ASTM D226,Type I or II felt; Elastobase;Elastobase P,Mule-Hide Nail Base or Polyglass G2 Base.
Polyflex G or G FR torch-applied to:
> Elastobase;Elastobase P,Mule-Hide Nail Base,Polyglass G2 Base or Polyglass APP Base.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum
codified requirements. For installations under foam-on the systems, base layer shall be attached per minimum
requirements of FRSA/TRI April 2012 (04-12), Appendix A,Table 1,or as listed in Section 5.6.4 herein,or as tested in
accordance with FBC Section 1504.3.1.
5.6.4 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 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 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). Refer to FRSA/TRI April 2012(04-
12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads.
5.6.4.1 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: None
Base Ply: (Optional).Polystick MTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
5.6.4.2 Maximum Design Pressure=-97.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: (Optional)Polystick MTS PLUS,self-adhered
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x
1Y.."ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R21
Certificate of Authorization H9503 FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21:10/17/2016
Page 6 of 13
I ERA
TRINITY
5.6.4.3 Maximum Design Pressure=-105 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: WB-3000
Base Ply: (Optional)Polystick MTS PLUS,self-adhered
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x
1%"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c.
5.6.4.4 Maximum Design Pressure=-135 psf:
i
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional)PG100 or ASTM D41
Joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints.
Base Ply: (Optional)Polystick MTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
5.6.4.5 Maximum Design Pressure=-315 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG 100 or ASTM D41
Base Ply: (Optional)Polystick MTS PLUS,self-adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max,Tile Pro,Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap
Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
5.6.4.6 Maximum Design Pressure=-622.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG 100 or ASTM D41
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G.torch-applied.
5.6.4.7 Maximum Design Pressure=-30.0 psf*:
Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal:cap nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
5.6.4.8 Maximum Design Pressure=-37.5 psf*:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: .(Optional)Polystick MTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
5.6.4.9 Maximum Design Pressure=-37.5 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One(1)or two(2)layers ASTM D226,Type II felt
Fasteners: it ga.x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt.
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R21
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21:10/17/2016
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TRINITY ERD
5.6.4.10 Maximum Design Pressure=-45 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One(1)layer ASTM D226,Type II felt
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.11 Maximum Design Pressure=-45 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Two(2)layers ASTM D226,Type 11 felt
Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
'Spacing: 9-inch o.c.at the 2-inch wide side laps and 9-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS PLUS,self-adhered
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.12 'Maximum Design Pressure=-45 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c.at the 2-inch wide side laps and 18-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.13 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot asphalt or torch applied cap or poly-film surface for torch applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.14 Maximum Design Pressure=-52.5 psf'
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c:at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
5.6.4.15 Maximum Design Pressure=-52.5 psf:
I
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Underlayment: Elastoflex-56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.16 Maximum Design Pressure=-60 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R21
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21:10/17/2016
Page 8 of 13
1,4 TRINITY I ERD
5.6.4.17 Maximum Design Pressure=-60 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG 412 Standard Roofgrip with OMG Flat Bottom Metal Plates
Spacing: 12-inch o.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
,5.6.4.18 Maximum Design Pressure=-67.5 psf:.
Deck: Min.,15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment)
Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at four(4)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-applied.
5.6.4.19 Maximum Design Pressure=-75 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment)
Fasteners: Dekfast#14 with Dekfast Hex plates, OMG#14 HD with OMG 3"Galvalume Steel Plates,OMG Roofgrip 414 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simpiex MAXX Cap
Fasteners
Spacing: 10-inch o.c.at the 4-inch wide side laps and 10-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-applied.
5.6.4.20 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.21 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment: Elastoflex 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.22 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface)
Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment: Elastoflex 56 G,applied in full mopping of hot asphalt.
5.6.4.23 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment)
Fasteners: Dekfast#14 with Dekfast Hex plates, OMG#14 HD with OMG 3"Galvalume Steel Plates,OMG Roofgrip#14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 9-inch o.c..at the 4-inch wide side laps and 9-inch o.c.at four 4 equally spaced staggered center rows.
P g� P ( ) q Y P gg
Underlayment:Elastoflex 56 G,applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-applied.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1121
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21:10/17/2016
Page 9 of 13
\JTRINITY I ERD
5.6.4.24 Maximum Design Pressure=-97.5 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c.at the 4-inch wide side laps and 4-inch o.c.at four(4)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS PLUS,self-adhered
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex!SAP FR, Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
15.6.4.25 Maximum Design Pressure=-105 psf:
Deck Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.26 Maximum Design Pressure=-112.5 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Primer: PG100 orASTM D41 primer at all tin-caps
Base Ply: Polystick MTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
5.6.4.27 Maximum Design Pressure=-120 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip or OMG 414 Heavy Duty with OMG 3"Round Metal Plates or CMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.28 Maximum Design Pressure=-120 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface)
Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates
Spacing: - 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.29 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum
Design Pressure of-45 psf.
5.6.4.30 For mechanically attached base sheet,the maximum design pressure for the selected assembly shall meet or exceed
'the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012(04-12),Appendix A,Table 1A or 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 RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1. 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:
Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days
after installation.
Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer than 90-days after installation.
Polystick MTS, MTS PLUS,TU P, TU Plus,TU Max, Dual Pro or Tile Pro shall not be left exposed for longer than 180-
days after installation.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R21
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Revision 21:10/17/2016
Page 10 of 13
J TRINITY i ERD
3
Polyflex SAP or SAP FR, or Mule-Hide SA=APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure
limitation, unless the prepared roof covering is to be adhesive-set tile, in which case the maximum exposure is 30
days.
Elastoflex S6 G or S6 G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof
covering is to be adhesive-set tile (Elastoflex S6 G or Polyflex G only), in which case the maximum exposure is 180
days.
6. INSTALLATION:
6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass 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 applicable).
6.3 Elastobase,Elastobase P or Mule-Hide Nail Base:
6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226,Type II underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile Applications:
Reference is made to the current edition of the NRCA Steep-slope Roofing Manual and ARMA recommendations for
installing shingle underlayments and flashings
Elastobase, Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR;
Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR), Dual Pro or Tile Pro,self-adhered, Elastoflex S6 G or S6 G FR in
hot asphalt or Polyflex G or G FR,torch applied.
6.3.3 Tile Applications:
Reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein,using the instructions noted
above as a guideline,
6.4 Polystick MTS,MTS PLUS,IR-Xe,TU P,TU Plus,TU Max,Dual Pro,Tile Pro or MU-X or Polyflex SAP,Polyflex SAP FR,
Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet OR):
6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507
'for the type of prepared roof covering to be installed.
6.4.2 Direct-to-Deck with Mechanically Fastened Roof Covers:
All self-adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule-Hide SA-APP Cap
Sheet or SA-APP Cap Sheet(FR)should be back-nailed in selvage edge seam in accordance with Polyglass/Mule-Hide
Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring-shank type with a minimum 1-inch diameter
metal disk or Simplex-type metal cap nail,at a minimum rate of 12"o.c. Polystick TU Plus should be back-nailed using
the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The
head lap membrane is to cover the area being back-nailed
All seal-lap seams (selvage laps) must be
firmly rolled with a minimum 28 lb. hand {#_`
roller to ensure full contact and adhesion. ?z °
For Dual Pro and Tile Pro, align the edge of
the top sheet to the end of the glue patterns
(the sheet will overlap the fabric).
View of Ovelap Seam of Dual Pro and Tile Pro
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R21
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL52S9-R25
Revision 21:10/17/2016
Page 11 of 13
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All over-fabric and over-granule end-laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified
Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap.
Polystick TU Plus; Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys,
or exposed roof to wall details
Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or
Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the
Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be
installed in a water shedding manner.
All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a
minimum of 40-lb weighted-roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied
for the field membrane. Hand rollers are acceptable for rolling of patches,laps(min.28 lb roller)or small areas of the
roof that are not accessible to a large roller or broom.
6.4.3 Tile Applications(not allowed for PolVstick IR-Xe or Polystick MU-X):
Reference is made to FRSA/TRI April 2012(04-12) Installation Manual and Table 1 herein, using the instructions noted
above as a guideline.
For mechanically fastened tile roofing over 2-ply system,consisting of base sheet and self-adhering top sheet(s), base
sheet fastening shall be not less than FRSA/TRI April 2012(04-12),Table 1.
For adhesive-set the applications,refer to Section 5.6.4 herein.
For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile.
For nail-on tile systems over Polystick MTS PLUS:
! Y Battens are required for loading/staging of lugged tile regardless of slope.
➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12.
6.4.4 Two(2)Ply Underlayment Systems:
Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS, TU P,TU Plus,TU Max, Tile Pro, MU-X or Polyflex
SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with
the top-layer material. This is not a requirement,but is allowable if a 2-ply underlayment system is desired.
Polystick MTS PLUS followed by Polystick TU P, TU Plus, TU Max, Tile Pro or Polyflex SAP is allowable for use under
foam-on tile systems. Limits of use are those associated with the top-layer material. This is not a requirement,but is
allowable if a 2-ply underlayment system is desired.
6_5 Elastoflex S6 G or S6 G FR:
6.5.1 Elastoflex S6 G or S6 G FR shall be installed in compliance with current Polyglass published installation requirements.
For use in tile applications,reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein.
6.5.2 Elastoflex 56 G or 56 G FR shall be fully asphalt-applied to the substrates noted in Section 5.6. Side laps shall be
! minimum 3-inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end
laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch
beyond the lap edge.
j 6_6 Polyflex G or G FR:
! 6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use
in the applications,reference is made FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein.
6.6.2 Polyflex G or G FR shall be fully torch-applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-
inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end laps shall be
fully heat-welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge.
6.7 Tile Staging:
6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to
Polyglass published requirements for tile staging.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R21
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21:10/17/2016
Page 12 of 13
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°- TRINITY ERD
6.7.2 Battens and/or Counter-battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used
on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail-
boards,to prevent tile sliding and/or damage to the underlayment during the loading process.
6.7.3 For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile.
6.7.4 For nail-on tile systems over Polystick MTS PLUS:
Battens are required for loading/staging of lugged tile regardless of slope.
i> Battens are required for loading/staging of flat tile at slopes in excess of 5:12.
6.7.5 The minimum cure time after installation of self-adhering membranes and before loading of roofing tiles is forty-eight
(48)hours.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
S. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625;.(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
t
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R21
Certificate of Authorization#9503, FBC NON-HVHZ EVALUATION F1.5259-1125
Revision 21:10/17/2016
Page 13 of 13