35 N Forrestal Cir ROOF21-0006 ModOWNER:ADDRESS:CITY:STATE:ZIP:
JERNIGAN LOIS C 35 FORRESTAL CIR N ATLANTIC BEACH FL 32233-3323
COMPANY:ADDRESS:CITY:STATE:ZIP:
NELIGAN CONSTRUCTION 910 S 11th Ave JACKSONVILLE
BEACH FL 32250
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
171742 0000 ATLANTIC BEACH VILLA #
01
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
35 FORRESTAL CIR N ROOF NON SHINGLE MULE-HIDE MODIFIED BIT.
ROOF $8100.00
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BUILDING PERMIT 455-0000-322-1000 0 $95.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $47.50
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.89
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
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 JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 2/22/2021
PERMIT NUMBER
ROOF21-0006
ISSUED: 2/22/2021
EXPIRES: 8/21/2021
ROOF NON SHINGLE PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
TOTAL: $197.39
2 of 2Issued Date: 2/22/2021
PERMIT NUMBER
ROOF21-0006
ISSUED: 2/22/2021
EXPIRES: 8/21/2021
ROOF NON SHINGLE PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $197.39
ROOF21-0006 Address: 35 FORRESTAL CIR N APN: 171742 0000 $197.39
BLDG SUBSEQUENT PLAN REVIEW FEES $50.00
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BUILDING $95.00
BUILDING PERMIT 455-0000-322-1000 0 $95.00
BUILDING PLAN REVIEW $47.50
BUILDING PLAN CHECK 455-0000-322-1001 0 $47.50
STATE SURCHARGES $4.89
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.89
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
TOTAL FEES PAID BY RECEIPT: R14953 $197.39
Printed: Monday, February 22, 2021 9:21 AM
Date Paid: Monday, February 22, 2021
Paid By: NELIGAN CONSTRUCTION
Pay Method: CREDIT CARD 425952033
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R14953
~+; CENTRALSQUARE
Revision Request/Correction to Comments
City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
**ALL INFORMATION
HIGHLIGHTED IN
GRAY IS REQUIRED .
Phone: (904) 247-5826 Email : Building-Dept@coab.us PERMIT#: _______ _
D Revision to Issued Permit OR 0 Corrections to Comments Date:02117/2021
Project Address: 35 Forrestal Circle N
Contractor/Contact Name: Brian Neligan ___ ...;;;.._ ___________________________ _
Contact Phone: (904) 788-6165 Email: neliganconstruction @gmail.com ...;.__;_ __________ _
Description of Proposed Revision/ Corrections:
Updateds highlighted Trinity/ERO instruction guide
I._B_ri_an_N_el""'ig_an _________ affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• Will proposed revision/corrections add additional square footage to original submittal?
0No D Yes (additional s.f. to be added : ____________ )
•~ill proposed re v ision~~o rrec~ions ad~ addi_ti~nal increase in building va lue to original submitta l?
~No D*Yes (add1t1onal increase in building val : $ _________ ) (Contractor m ust sign if increase in valuation)
(Office Use Only)
is{Approved D Denied D Not Applicable to Department Permit Fee Due $ _____ _
Revision/Plan Review Comments ------------------------------
Department Review Required:
Building
Planning & Zoning
Tree Administrator
Public Work s
Public Utilities
Public Safet y
Fire Services
Reviewed By
Date
Updated 10/17/18
Job Address: 3:5 · · Cxr N
Updated 10/9/18
**ALL INFORMATION
HIGHLIGHTED IN GRAY
IS REQUIRED.
Permit Number: __________ _
Legal Description _,;..l!...!..::.....:....L.!,L_J..LJl?---,...!?-=:_.,.,;:;....,.,.L;:....._L..!......!...!.!::::..:....!::..L!~~a!..!aL.::!:..L....11:~-=--RE# / 1: 11-Y ).. {)Ob 0
Valuation of Work ( ep acement Cost) Heated/Cooled SF ____ Non-Heated/Cooled ____ _
•
•
Class of Work: □New □Addition ~teration □Repair □Move □Demo □Pool □Window/Door
Use of existing/proposed structure(s): □Commercial CTResidential /
If an existing structure, is a fire sprinkl er system i nstalled?: □Yes OOo •
• Will tree s be removed in association with ro osed ro·ect? □Yes must submit se arate Tree Removal Permit □No
Describe in detail the type of work to be performed:
Florida Product Approval# y lJ () ycr~-fL{., for multiple products use product approval form
Name__,,=-,.......,_._u.,ou....;~......_..,__ ______ -:--:-_Address ·35 1::0YU :Std I C \( ~
City State J:.. l Zip "3 '.iz:2: 3 ?, Phone 0-to 4 -J LI I r,-LIS'4 CJ
E-Mail--"...P."-'--'"'--~_...l,L..\a....a11!..a....u:.1..!..Ll""'--'L----------------------------
Owner or gent {If Agent, Power of Attorney or Agency Letter Required) __________________ _
Contractor Information
Name of Company J.,.\J ~' ~M.S'Ivvl.Ch'"'-~ R..oQ-O ,1 '1 Qualifying Agent {6 , .; U.y'I n..t.. I IS Ct,·"
Address Ci It.> I I~ ~ S-City J)A c l1.S.1r1 ,11IUt$t.tJ1..State v L Zip $·>-a:6"6
Office Phone Ct lly-)(~ 3-SS: ')-3 Job Site Contact Number--,------,,---,,---------
State Certification/Registration# CG(, )3:) s~~ E-Mail lli 11 CcCt.(l C«ri-S:buc-Jwi1 ~ 9,:ma 1\ -u ~ ) V-Architect Name & Phone# _________________________________ _
Engineer's Name & Phone# ____________________________ ......,. ____ _
Workers Compensation Insurer_ A--Q f-;t ________ OR Exempt □ Expiration Date <..// ;;i..:, Jo]
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating
construction in this jurisdiction . I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this
permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and
there may be additional permits required from other governmental entities such as water management districts, state agencies, or
federa l agencies.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAVING TWICE FOR IMPROVEMENTS. TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
REC RDING V UR NOTICE OF COMMENCEMENT. ,u;., a, .
Signed and sworn to (or affirmed) before me this \~ day of
felwJr,1,M , ~oa... \, by l' {Ji::, tl€.-vn :<j&1..v--
......_ ,e.-
/i:&~~\ TRAC ature f Notary) ,.: :., MY COMMISSION t 8296 \i -~i EXPIRES: November 20, 2022
[ l '•?',f;p-;.;..<?,':•·· Bonded Nolay Public Undcrw!ttars
[.,rf>roduced Identification
Type of Identification: Pnw i S I 1 U. ~
(Signature of Contractor)
Signed and sworn to (or affir~ed) before me this \ S'1--day of
'.o: OJ.\ , by • • l1.,f\ ,-..
[ ] Produced Identification
Type of Ident ification: _____________ _
Doc# 2021028032, OR BK 19566 Page 1318, Number Pages: 1,
Recorded 02/01/2021 02:58 PM, JODY PHILLIPS CLERK CIRCUIT COURT DUVAL COUNTY
RECORDING $10.00
NOTICE OF COMMENCEMENT
State of_F_lor_i_da __________ _ Tax Folio No. _____________ _
County of Duval ------------
To Whom It May Concern:
The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713
of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT.
Legal Description of property being improved: 30-56 38-2S-29E ATLANTIC BEACH VILLA UNIT 1 LOT 14 BLK 1
Address of property being improved: 35 Forrestal Circle N Atlantic Beach FL 32233
General description of improvements: _R-'e_--'ro-'o_f ____________________________ _
owner: Lois Jernigan Address: 35 Forrestal Circle N Atlantic Beach FL 32233
Owner's interest in site of the improvement: _10_0_01<_0 ___________________________ _
Fee Simple Titleholder (If other than owner): n/a ------------------------------
Name: _n _, a ______________________________________ _
Contractor: Neligan Construction & Roofing LLC
Address: 910 11th Ave S Jacksonville Beach FL 32250
Telephone No.: -'-(9_0_4'-) 8_5_3-_5_5_23 _____ _ Fax No: ___________ _
Surety (if any) ______________________________________ _
Address: _______________________ Amount of Bond$ _________ _
Telephone No: __________ _ Fax No: ___________ _
Name and address of any person making a loan for the construction of the improvements
Name: _______________________________________ _
Address: ______________________________________ _
Phone No:~-----------Fax No: ___________ _
Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may
be served: Name: ______________________________________ _
Address:---------------------------------------
Telephone No: __________ _ Fax No: ___________ _
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06{2) (bl, Florida Statues. (Fill in at Owner's option)
Name: __________________________________ -'------
Address: ______________________________________ _
Telephone No: __________ _ Fax No: ------------
Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is
specified): _________________________________________ _
THIS SPACE FOR RECORDER'S USE ONLY OWNER
'/I ' ,-z, l '
Signed: , t') t& .z C. f.!:.:;1-'1 l t.fl_cl--v'-' Date: .,,Z/ l?.a;z;'o/
in the County of Duval, State Before me fhis 1 .c;r / day of ti fM,/ Li, k '-1
Of Florida, has personally appeared _______________ _
Notary Public at Large, State of Florida, County of Duval.
My commission expires: ~\..,l /...,.1¢,s_,..t) ... \~')_}~----------------
Personally Known: r or --=------,---------------Produced Identification: \JY ,y .l, ':;,\ ,1( {: tl :i ·C
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 Christian Street
Oxford, CT 06478
(203) 262-9245
EVALUATION REPORT
Mule-Hide Products Co., Inc.
1195 Prince Hall Drive, Suite A
Beloit, WI 53511
(608) 365-3111
Evaluation Report M10000.03.08-R6
FL10497-R6
Date of Issuance: 03/28/2008
Revision 6: 09/08/2017
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. The product described herein has been evaluated for
compliance with the 6th Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: Mule-Hide SBS and APP Modified Bitumen Roof Systems
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|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 | 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 5, plus a 22-page Appendix.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 09/08/2017. This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, LLC. d/b/a Trinity | ERD 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. Exterior Research & Design, LLC. d/b/a Trinity | ERD 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 produ cts 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|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.
~INITY IERD
Exterior Research and Design, LLC. Evaluation Report M10000.03.08-R6
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL10497-R6
Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Revision 6: 09/08/2017
Page 2 of 5
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Modified Bitumen Roof Systems
Compliance Statement: Mule-Hide SBS and APP Modified Bitumen Roof Systems, as produced by Mule-Hide
Products Co., Inc., have demonstrated compliance with the following sections of the 6th Edition (2017) 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 FM 4474 2011
1504.7 Impact FM 4470 2012
1507.11.2 Physical Properties ASTM D6163 2008
1507.11.2 Physical Properties ASTM D6164 2011
1507.11.2 Physical Properties ASTM D6222 2011
3. REFERENCES:
Entity Examination Reference Date
ERD (TST6049) Physical Properties P10490.10.08-2 10/30/2008
ERD (TST6049) FM 4470/4474 P13760.09.09 09/10/2009
ERD (TST6049) FM 4470/4474 P13770.09.09 09/10/2009
ERD (TST6049) FM 4470/4474 P30540.11.09-R1 11/30/2009
ERD (TST6049) FM 4470/4474 P30550.12.09 12/02/2009
ERD (TST6049) Physical Properties P33960.12.10 12/30/2010
ERD (TST6049) FM 4470/4474 P33970.03.11 03/15/2011
ERD (TST6049) Physical Properties P37590.03.13-3A 03/06/2013
ERD (TST6049) FM 4470/4474 P39680.03.13 03/04/2013
ERD (TST6049) Physical Properties P37590.03.13-1-R1 06/26/2013
ERD (TST6049) Physical Properties P37590.03.13-2-R1 07/01/2013
ERD (TST6049) Physical Properties P37590.07.13-2 07/01/2013
ERD (TST6049) Physical Properties P37590.03.13-5-R1 07/01/2013
ERD (TST6049) Physical Properties P37590.07.13-1 07/02/2013
ERD (TST6049) FM 4470/4474 P41630.08.13 08/06/2013
ERD (TST6049) Physical Properties P45940.09.13 09/04/2013
ERD (TST6049) Physical Properties P44370.10.13 10/04/2013
ERD (TST6049) FM 4470/4474 SC6160.11.14 11/10/2014
ERD (TST6049) Physical Properties SC5170.05.15 05/08/2015
ERD (TST6049) FM 4474 SC8085.05.15 05/19/2015
ERD (TST6049) FM 4470/4474 SC8905.15 11/24/2015
FM Approvals (TST1867) FM 4470 2W7A7.AM 08/04/1994
FM Approvals (TST1867) FM 4470 0D3A3.AM 04/04/1997
FM Approvals (TST1867) FM 4470 2D0A0.AM 12/23/1998
FM Approvals (TST1867) FM 4470 2D5A9.AM 06/22/1999
FM Approvals (TST1867) FM 4470 3006646 01/04/2000
FM Approvals (TST1867) FM 4470 3001334 01/25/2000
FM Approvals (TST1867) FM 4470 3001334 02/15/2000
FM Approvals (TST1867) FM 4470 3000857 01/12/2000
FM Approvals (TST1867) FM 4470 3004091 01/12/2000
FM Approvals (TST1867) FM 4470 3006115 05/02/2001
FM Approvals (TST1867) FM 4470 3012321 07/29/2002
FM Approvals (TST1867) FM 4470 3014692 08/05/2003
FM Approvals (TST1867) FM 4470 3014751 08/27/2003
FM Approvals (TST1867) FM 4470 3007170 01/13/2004
~INITY ,ERD
Exterior Research and Design, LLC. Evaluation Report M10000.03.08-R6
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL10497-R6
Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Revision 6: 09/08/2017
Page 3 of 5
Entity Examination Reference Date
FM Approvals (TST1867) FM 4470 3019317 06/30/2004
FM Approvals (TST1867) FM 4470 3020703 07/30/2004
FM Approvals (TST1867) FM 4470/4474 3018332 01/31/2006
FM Approvals (TST1867) FM 4470/4474 3023368 03/20/2006
FM Approvals (TST1867) FM 4470/4474 3024594 05/23/2006
FM Approvals (TST1867) FM 4470/4474 3023458 07/18/2006
FM Approvals (TST1867) FM 4470/4474 3030668 09/12/2007
FM Approvals (TST1867) FM 4470/4474 3032172 06/12/2009
FM Approvals (TST1867) FM 4470/4474 3049631 04/21/2014
PRI (TST5878) Physical Properties PUSA-062-02-01 12/04/2007
PRI (TST5878) Physical Properties PUSA-061-02-02 01/28/2008
PRI (TST5878) Physical Properties PUSA-064-02-02 02/27/2008
PRI (TST5878) Physical Properties PUSA-062-02-02 12/04/2008
Miami-Dade (CER1592) HVHZ Compliance Various NOAs Various
Miami-Dade (CER1592) Proposal for Review 10-0823 10/12/2010
UL LLC (QUA9625) Quality Control ML File No. R13850 09/23/2015
UL LLC (QUA9625) Quality Control Service Confirmation Exp. 10/06/2018
4. PRODUCT DESCRIPTION:
This Evaluation Report covers Mule-Hide Modified Bitumen Roof Systems installed in accordance with Mule-Hide
Products Co., Inc. published installation instructions and the Limitations / Conditions of Use herein. The following
membranes make up the subject systems.
TABLE 1: ROLL-GOODS FOR MULE-HIDE MODIFIED BITUMEN ROOF SYSTEMS
Type Product Specification
Reference Grade Type
SBS Membranes
Nail Base ASTM D6163 S I
SA Base Sheet ASTM D6163 S I
SA Base Sheet (FR) ASTM D6163 S I
SA-SBS Cap Sheet ASTM D6164 G I
SA-SBS Cap Sheet (FR) ASTM D6164 G I
APP Membranes
APP Torch Base ASTM D6509 N/A N/A
APP Torch S ASTM D6222 S I
APP Torch G ASTM D6222 G I
APP Torch KoolCap G ASTM D6222 G I
APP Torch G FR ASTM D6222 G I
APP Torch KoolCap G FR ASTM D6222 G I
SA-APP Cap Sheet ASTM D6222 G I
SA-APP KoolCap G ASTM D6222 G I
SA-APP Cap Sheet (FR) ASTM D6222 G I
SA-APP KoolCap G FR ASTM D6222 G I
~INITY ,ERD
Exterior Research and Design, LLC. Evaluation Report M10000.03.08-R6
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL10497-R6
Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Revision 6: 09/08/2017
Page 4 of 5
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity|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 FBC HVHZ jurisdictions.
5.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this product.
5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance
with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
5.5 The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural
members shall be in accordance with FBC requirements to the satisfaction of the Authority Having
Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC
Approval documentation.
5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511.
5.7 For mechanically attached insulation or membrane or strip-bonded insulation, the maximum design pressure
for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with
FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design
professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss
Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS
137. 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.
5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected
assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No
rational analysis is permitted for these systems.
5.9 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the
existing deck for withdrawal resistance. A qualified design professional shall review the data for comparis on
to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI
FX-1 or Testing Application Standard TAS 105.
5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the
existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If
any surface conditions exist that bring system performance into question, field uplift testing in accordance
with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS
124 shall be conducted on mock-ups of the proposed new roof assembly.
5.11 For bonded insulation or membrane over existing substrates in a recover installation, the exi sting roof
system shall be capable of resisting project design pressures on its own merit to the satisfaction of the
Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM
Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with
FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard
RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or
1609.3(3).
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3.
~INITYERD
Exterior Research and Design, LLC. Evaluation Report M10000.03.08-R6
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL10497-R6
Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Revision 6: 09/08/2017
Page 5 of 5
6. INSTALLATION:
6.1 Mule-Hide Modified Bitumen Roof Systems shall be installed in accordance with Mule-Hide Products Co., Inc.
published installation instructions, subject to the Limitations / Conditions of Use noted herein.
6.2 System attachment requirements for wind load resistance a re set forth in Appendix 1. ”MDP” = 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 FBC 1609 for determination of design wind loads.
6.3 Any FBC Approved coating listed for use with SBS or APP modified bitumen may be applied to the top roof
membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials
Directory for fire ratings associated with coating usage.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. 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
- THE 22-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
~INITYERD
Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 1 of 22
APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description Page
1A Wood New or Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 4
1B-1 Wood New or Reroof (Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4
1B-2 Wood New, Reroof (Tear-Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5
1C Wood New, Reroof (Tear-Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 6
1D Wood New, Reroof (Tear-Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 7
1E-1 Wood New or Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 8
1E-2 Wood New, Reroof (Tear-Off) or Recover E Non-Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 9
1F Wood New or Reroof (Tear-Off) F Non-Insulated, Bonded Roof Cover 9
2A Steel or Conc. New, Reroof (Tear-Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 10
2B Steel or Conc. New, Reroof (Tear-Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 11
3A Concrete New or Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 12-14
3B Concrete New or Reroof (Tear-Off) F Non-Insulated, Bonded Roof Cover 14
4A LWIC New or Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 15-16
4B LWIC New or Reroof (Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 16
4C LWIC New or Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 17-18
5A CWF New or Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 19
5B CWF New, Reroof (Tear-Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 19
5C CWF New or Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 19
6A Gypsum Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 20
6B Gypsum Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 21
7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 21-22
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement:
Wood: Minimum 0.75-inch penetration.
Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer’s published installation instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum-based roof board or mineral-wool roof board that meets the QA
requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover.
4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base
sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and
structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC
Approval documentation.
5. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016).
~INITY I ERO
Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 2 of 22
6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer’s published instructions.
Hot asphalt: Full coverage at 25-30 lbs/square.
Dow Insta-Stik Roofing Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c.
Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.
OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is referenced.
OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
ICP Adhesives CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c.
Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon-applied adhesive, board joints shall be staggered.
Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
7. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values be used to ‘increase’ the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then
the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table:
Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick)
OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi-Max FA-3)
OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+ GL)
OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3)
OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II, Poly ISO 2)
ICP Adhesives CR-20: MDP -117.5 psf (Min. 1.0-inch thick)
8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC
Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss
Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for
Zone 2/3 enhancements.
10. For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no
rational analysis is permitted.
11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105.
12. For existing substrates in a bonded recover or re-roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing
roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with
ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC
Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top-coat thickness is 2-inches.
For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1.
~INtlY IERD
Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 3 of 22
15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
TABLE 1: MULE-HIDE ROOF COVERS
Reference Layer Material Application
SBS-SA
(SBS, Self-Adhering)
Base Ply One or more plies SA Base Sheet, SA Base Sheet (FR)
Self-Adhering Cap SA-SBS Cap Sheet, SA-SBS Cap Sheet (FR)
Note: Self-adhering membranes shall not be installed over APP-TA membranes.
APP-TA
(APP, Torch-Applied)
Base Ply or Ply One or more plies APP Torch Base, APP Torch S Torch-Applied Cap APP Torch S, APP Torch G, APP Torch G FR, APP Torch KoolCap G, APP Torch KoolCap G FR
APP-SA
(APP, Self-Adhering)
Cap SA-APP Cap Sheet, SA-APP Cap Sheet (FR), SA-APP KoolCap G, SA-APP KoolCap G (FR) Self-Adhering Note: Self-adhering membranes shall not be installed over APP-TA membranes.
16. Any FBC Approved coating listed for use with SBS or APP modified bitumen roofing may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing
Materials Directory for fire ratings associated with coating usage.
17. Dens Deck shall be field-primed with PG100 prior to self-adhering membrane application. Refer to tables herein for other priming requirements.
18. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in Table 3A
applies:
VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK; ADHERED INSULATION PER TABLE 3A
Option # Primer Vapor Barrier Insulation Adhesive MDP (psf) Type Attach
VB-1. Mule-Hide 121 SA Base Sheet Self-Adhering Inta-Stik or CR-20, 12-inch o.c. -60.0
VB-2. Mule-Hide 121 APP Torch Base Torch-applied Inta-Stik or CR-20, 12-inch o.c. -75.0
VB-3. Mule-Hide 121 SA-SBS Cap Sheet Self-Adhering Insta-Stik, 12-inch o.c. -75.0
VB-4. Mule-Hide 121 SA-SBS Cap Sheet Self-Adhering Millennium One Step Foamable Adhesive, 12-inch o.c. -157.5
VB-5. Mule-Hide 121 SA-SBS Cap Sheet Self-Adhering CR-20, 12-inch o.c. -270.0
VB-6. Mule-Hide 121 SA Base Sheet, SA Base Sheet (FR) Self-Adhering Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade
Adhesive, OlyBond 500 or CR-20, 12-inch o.c. -290.0
19. ”MDP” = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads.
~INITY I ERO
Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 5 of 22
TABLE 1B-2: WOOD DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER
SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER
System
No.
Deck
(Note 1)
Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP
(psf) Type Fasten Attach Type Attach Type Attach Base
Ply Ply Cap
TORCH-APPLIED BASE PLY:
W-7 Min. 19/32-
inch plywood Nail Base OMG Flat Bottom Plates
(square) with Roofgrip #12
12-inch o.c. in 4-inch
lap and 12-inch o.c.
in two (2), equally
spaced, staggered
center rows
(Optional) Min. 1.5-inch
ACFoam II, Poly ISO 2,
ENRGY-3, H-Shield, Poly
ISO 2, H-Shield CG, Multi-
Max FA3
Hot
asphalt
Min. 0.25-inch Dens
Deck, Dens Deck Prime,
SECUROCK Gypsum-
Fiber Roof Board
Hot
asphalt APP-TA (Optional)
APP-TA APP-TA -60.0
W-8 Min. 15/32-
inch plywood
Polyglass
G2 Base
Dekfast Hex Plates with
Dekfast #14, OMG 3”
Round Metal Plate with
OMG HD, OMG Flat
Bottom Plate (Accutrac)
with Roofgrip #14 or
Trufast 3” Metal Insulation
Plate with Trufast HD.
9-inch o.c. in 4-inch
lap and 9-inch o.c. in
four (4), equally
spaced, staggered
center rows
(Optional) Min. 1.5-inch
ACFoam II, Poly ISO 2,
ENRGY-3, H-Shield, Poly
ISO 1, H-Shield CG, Multi-
Max FA3
Hot
asphalt
Min. 0.25-inch Dens
Deck, Dens Deck Prime,
SECUROCK Gypsum-
Fiber Roof Board
Hot
asphalt APP-TA (Optional)
APP-TA APP-TA -82.5
SELF-ADHERING BASE PLY:
W-9 Min. 19/32-
inch plywood Nail Base OMG Flat Bottom Plates
(square) with Roofgrip #12
12-inch o.c. in 4-inch
lap and 12-inch o.c.
in two, equally
spaced, staggered
center rows
(Optional) Min. 1.5-inch
ACFoam II, Poly ISO 2,
ENRGY-3, H-Shield, Poly
ISO 2, H-Shield CG, Multi-
Max FA3
Hot
asphalt
Min. 0.25-inch Dens
Deck, Dens Deck Prime,
SECUROCK Gypsum-
Fiber Roof Board
Hot
asphalt SBS-SA
(Optional)
SBS-SA, APP-
TA
SBS-SA,
APP-SA,
APP-TA
-60.0
~INITY I ERO
Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 6 of 22
TABLE 1C: WOOD DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER
System
No. Deck (Note 1) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Fasten Attach Base Ply Ply Cap
TORCH-APPLIED BASE PLY:
W-10 Min. 15/32-
inch plywood
(Optional) One or more
layers, any combination,
loose laid
Min. 0.25-inch Dens Deck
Prime or SECUROCK
Gypsum-Fiber Roof Board
Dekfast Hex Plates with Dekfast #14,
OMG 3” Round Metal Plate with OMG
HD, OMG Flat Bottom Plate (Accutrac)
with Roofgrip #14 or Trufast 3” Metal
Insulation Plate with Trufast HD.
1 per 2
ft2 APP-TA (Optional) APP-TA APP-TA -30.0
SELF-ADHERING BASE PLY:
W-11 Min. 15/32-
inch plywood
(Optional) One or more
layers, any combination,
loose laid
Min. 0.25-inch Dens Deck
Prime or SECUROCK
Gypsum-Fiber Roof Board
Dekfast Hex Plates with Dekfast #14,
OMG 3” Round Metal Plate with OMG
HD, OMG Flat Bottom Plate (Accutrac)
with Roofgrip #14 or Trufast 3” Metal
Insulation Plate with Trufast HD.
1 per 2
ft2 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA,
APP-TA -30.0
W-12 Min. 19/32-
inch plywood
(Optional) One or more
layers, any combination,
loose laid
Min. 1.5-inch ENRGY 3, H-
Shield, Poly ISO 1, Polytherm
Dekfast Galvalume Steel Hex with Dekfast
#12 DP or Mule-Hide 3” Insulation Plate
with Mule-Hide Drill Point Fastener
1 per
1.33 ft2 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA,
APP-TA -82.5
~INITY I ERO
I
Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 7 of 22
TABLE 1D: WOOD DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER
SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
No. Deck (Note 1) Insulation Layer(s) Base Sheet Roof Cover (Note 15) MDP (psf) Type Attach Base Fasten Attach Base Ply Cap
TORCH-APPLIED BASE PLY:
W-13 Min. 19/32-
inch plywood
One or more
layers, any
combination
Prelim.
Attached
Nail Base, Polyglass G2 Base,
CertainTeed Glasbase, Firestone MB
Base, JM Perma-Ply 28, Tamko Glass
Base or GAFGLAS #75
OMG Flat Bottom Plates (square)
with Roofgrip #14, Dekfast Hex with
Dekfast #14 or Trufast 3” Metal
Insulation Plate with Trufast HD
12-inch o.c. in 4-inch lap and 12-
inch o.c. in two (2), equally
spaced, staggered center rows
(Optional) APP-TA APP-TA -52.5
W-14 Min. 19/32-
inch plywood
One or more
layers, any
combination
Prelim.
Attached Nail Base OMG Flat Bottom Plates (square)
with Roofgrip #12
12-inch o.c. in 4-inch lap and 12-
inch o.c. in two (2), equally
spaced, staggered center rows
(Optional) APP-TA APP-TA -60.0
W-15 Min. 15/32-
inch plywood
One or more
layers, any
combination
Prelim.
Attached Polyglass G2 Base, Nail Base
Dekfast Hex Plates with Dekfast
#14, OMG 3” Round Metal Plate
with OMG HD, OMG Flat Bottom
Plate (Accutrac) with Roofgrip #14
or Trufast 3” Metal Insulation Plate
with Trufast HD.
10-inch o.c. in 4-inch lap and 10-
inch o.c. in three (3), equally
spaced, staggered center rows
(Optional) APP-TA APP-TA -75.0
W-16 Min. 15/32-
inch plywood
One or more
layers, any
combination
Prelim.
Attached Polyglass G2 Base, Nail Base
Dekfast Hex Plates with Dekfast
#14, OMG 3” Round Metal Plate
with OMG HD, OMG Flat Bottom
Plate (Accutrac) with Roofgrip #14
or Trufast 3” Metal Insulation Plate
with Trufast HD.
9-inch o.c. in 4-inch lap and 9-
inch o.c. in four (4), equally
spaced, staggered center rows
(Optional) APP-TA APP-TA -90.0
SELF-ADHERING BASE PLY:
W-17 Min. 19/32-
inch plywood
One or more
layers, any
combination
Prelim.
Attached Nail Base
Dekfast Hex with Dekfast #14 or
Mule-Hide 3” Insulation Plate with
Mule-Hide HDP Fastener
12-inch o.c. in 4-inch lap and 12-
inch o.c. in two (2), equally
spaced, staggered center rows
SBS-SA
SBS-SA,
APP-SA,
APP-TA
-52.5*
W-18 Min. 19/32-
inch plywood
One or more
layers, any
combination
Prelim.
Attached Nail Base OMG Flat Bottom Plates (square)
with Roofgrip #12
12-inch o.c. in 4-inch lap and 12-
inch o.c. in two (2), equally
spaced, staggered center rows
SBS-SA
SBS-SA,
APP-SA,
APP-TA
-60.0*
~INITY I ERO
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Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 8 of 22
TABLE 1E-1: WOOD DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF)
SYSTEM TYPE E: NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET (NAILS), BONDED ROOF COVER
System
No. Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP (psf) Base Fasten Attach Base Ply Cap
TORCH-APPLIED BASE PLY:
W-19 Min. 15/32-
inch plywood Nail Base Simplex MAXX Cap 9-inch o.c. at 2-inch lap and 18-inch o.c. in two (2),
equally spaced, staggered center rows (Optional) APP-TA APP-TA -45.0*
W-20 Min. 15/32-
inch plywood Nail Base Simplex MAXX Cap 9-inch o.c. at 2-inch lap and 12-inch o.c. in two (2),
equally spaced, staggered center rows (Optional) APP-TA APP-TA -52.5
W-21 Min. 15/32-
inch plywood APP Torch Base, Nail Base Original Simplex Cap Nails (1-inch metal head diameter,
11 gauge x min. 1.25-inch long annular grooved shank)
6-inch o.c. at 3-inch lap and 6-inch o.c. in four (4),
equally spaced, staggered center rows (Optional) APP-TA APP-TA -52.5
W-22 Min. 19/32-
inch plywood
Nail Base, Polyglass G2 Base,
CertainTeed Glasbase, Firestone
MB Base, JM Perma-Ply 28, Tamko
Glass Base or GAFGLAS #75
32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular
ring shank nails
8-inch o.c. in 4-inch lap and 8-inch o.c. in three (3),
equally spaced, staggered center rows (Optional) APP-TA APP-TA -60.0
W-23 Min. 15/32-
inch plywood Polyglass G2 Base, Nail Base 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular
ring shank nails
8-inch o.c. in 4-inch lap and 8-inch o.c. in four (4),
equally spaced, staggered center rows (Optional) APP-TA APP-TA -67.5
W-24 Min. 15/32-
inch plywood Polyglass G2 Base, Nail Base Simplex MAXX Cap 10-inch o.c. in 4-inch lap and 10-inch o.c. in three
(3), equally spaced, staggered center rows (Optional) APP-TA APP-TA -75.0
W-25 Min. 15/32-
inch plywood Polyglass G2 Base, Nail Base Simplex MAXX Cap 9-inch o.c. in 4-inch lap and 9-inch o.c. in four (4),
equally spaced, staggered center rows (Optional) APP-TA APP-TA -90.0
W-26 Min. 15/32-
inch plywood Nail Base Simplex MAXX Cap 6-inch o.c. at 2-inch lap and 6-inch o.c. in two (2),
equally spaced, staggered center rows (Optional) APP-TA APP-TA -90.0
W-27 Min. 15/32-
inch plywood Elastobase Simplex MAXX Cap 6-inch o.c. at 2-inch lap and 6-inch o.c. in three (3),
equally spaced, staggered center rows (Optional) APP-TA APP-TA -105.0
W-28 Min. 19/32-
inch plywood Elastobase or Elastobase Poly 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular
ring shank nails
6-inch o.c. in 4-inch lap and 6-inch o.c. in four (4),
equally spaced, staggered center rows (Optional) APP-TA APP-TA -112.5
SELF-ADHERING BASE PLY:
W-29 Min. 15/32-
inch plywood Nail Base Original Simplex Cap Nails (1-inch metal head diameter,
11 gauge x min. 1.25-inch long annular grooved shank)
6-inch o.c. at 3-inch lap and 6-inch o.c. in four,
equally spaced, staggered center rows (Optional) SBS-SA SBS-SA, APP-
SA, APP-TA -52.5
W-30 Min. 19/32-
inch plywood Nail Base 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular
ring shank nails
8-inch o.c. in 4-inch lap and 8-inch o.c. in three,
equally spaced, staggered center rows (Optional) SBS-SA SBS-SA, APP-
SA, APP-TA -60.0
W-31 Min. 19/32-
inch plywood Nail Base 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular
ring shank nails.
4-inch o.c. in 4-inch lap and 4-inch o.c. in four,
equally spaced, staggered center rows (Optional) SBS-SA SBS-SA, APP-
SA, APP-TA -97.5
W-32 Min. 19/32-
inch plywood Nail Base
32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular
ring shank nails. Note: Tin caps are to be primed with
Mule-Hide 121 or ASTM D41 primer.
6-inch o.c. in 4-inch lap and 6-inch o.c. in four,
equally spaced, staggered center rows (Optional) SBS-SA SBS-SA, APP-
SA, APP-TA -112.5
~INITY I ERO
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I I I I I
Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 9 of 22
TABLE 1E-2: WOOD DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER
SYSTEM TYPE E: NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET (SCREWS & PLATES), BONDED ROOF COVER
System
No. Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP (psf) Base Fasten Attach Base Ply Cap
TORCH-APPLIED BASE PLY:
W-33 Min. 19/32-
inch plywood
Nail Base, Polyglass G2 Base,
CertainTeed Glasbase, Firestone
MB Base, JM Perma-Ply 28, Tamko
Glass Base or GAFGLAS #75
OMG Flat Bottom Plates (square) with Roofgrip
#14, Dekfast Hex with Dekfast #14 or Trufast 3”
Metal Insulation Plate with Trufast HD
12-inch o.c. in 4-inch lap and 12-inch o.c. in two
(2), equally spaced, staggered center rows (Optional) APP-TA APP-TA -52.5
W-34 Min. 19/32-
inch plywood Nail Base OMG Flat Bottom Plates (square) with Roofgrip
#12
12-inch o.c. in 4-inch lap and 12-inch o.c. in two
(2), equally spaced, staggered center rows (Optional) APP-TA APP-TA -60.0
W-35 Min. 15/32-
inch plywood Polyglass G2 Base, Nail Base
Dekfast Hex Plates with Dekfast #14, OMG 3”
Round Metal Plate with OMG HD, OMG Flat
Bottom Plate (Accutrac) with Roofgrip #14 or
Trufast 3” Metal Insulation Plate with Trufast HD.
10-inch o.c. in 4-inch lap and 10-inch o.c. in three
(3), equally spaced, staggered center rows (Optional) APP-TA APP-TA -75.0
W-36 Min. 15/32-
inch plywood Polyglass G2 Base, Nail Base
Dekfast Hex Plates with Dekfast #14, OMG 3”
Round Metal Plate with OMG HD, OMG Flat
Bottom Plate (Accutrac) with Roofgrip #14 or
Trufast 3” Metal Insulation Plate with Trufast HD.
9-inch o.c. in 4-inch lap and 9-inch o.c. in four (4),
equally spaced, staggered center rows (Optional) APP-TA APP-TA -90.0
W-37 Min. 15/32-
inch plywood APP Torch Base or Nail Base
OMG #12 Standard Roofgrip or OMG #14 Heavy
Duty (min. 1-5/8-inch long) with OMG 3” Round
Metal Plates or OMG Flat Bottom Metal Plates
6-inch o.c. at 4-inch lap and 6-inch o.c. in three
(3), equally spaced, staggered center rows (Optional) APP-TA APP-TA -90.0
W-38 Min. 15/32-
inch plywood APP Torch Base or Nail Base
OMG #12 Standard Roofgrip or OMG #14 Heavy
Duty (min. 1-5/8-inch long) with OMG 3” Round
Metal Plates or OMG Flat Bottom Metal Plates
6-inch o.c. at 4-inch lap and 6-inch o.c. in five (5),
equally spaced, staggered center rows (Optional) APP-TA APP-TA -120.0
SELF-ADHERING BASE PLY:
W-39 Min. 19/32-
inch plywood Nail Base Dekfast Hex with Dekfast #14 or Mule-Hide 3”
Insulation Plate with Mule-Hide HDP Fastener
12-inch o.c. in 4-inch lap and 12-inch o.c. in two,
equally spaced, staggered center rows SBS-SA SBS-SA, APP-SA,
APP-TA -52.5*
W-40 Min. 19/32-
inch plywood Nail Base OMG Flat Bottom Plates (square) with Roofgrip
#12
12-inch o.c. in 4-inch lap and 12-inch o.c. in two,
equally spaced, staggered center rows SBS-SA SBS-SA, APP-SA,
APP-TA -60.0*
TABLE 1F: WOOD DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF)
SYSTEM TYPE F: NON-INSULATED, BONDED ROOF COVER
System
No. Deck (Note 1) Primer Roof Cover (Note 15) MDP (psf) Joint Treatment Base Ply Ply Cap
W-41 Min. 15/32-
inch plywood (Optional) Mule-Hide 121 None SBS-SA (Optional) SBS-SA, APP-
TA
SBS-SA, APP-SA, APP-
TA -90.0
W-42 Min. 15/32-
inch plywood (Optional) Mule-Hide 121 Plywood joints are covered with minimum 4-inch wide strips of SA Base Sheet,
rolled into place to create continuous bond. SBS-SA (Optional) SBS-SA, APP-
TA
SBS-SA, APP-SA, APP-
TA -135.0
~INITY I ERO
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