HomeMy WebLinkAbout18-19543 I /
CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 19543
BUILDING PERMIT
PERMIT INFORMATION- LOCATION INFORMATION
Permit Number: 19543 Address: 37411 EILAND BLVD
Permit Type: RE-ROOF . ZEPHYRHILLS, FL.
Class of Work: ROOF REPLACEMENT Township: Range: Book:
Proposed Use: COMMERCIAL Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 03-26-21-0010-05300-0000
Improv. Cost: 5,514.00 OWNER INFORMATION
Date Issued: 4/13/2018 Name: SABRA HEALTH CARE HOLDINGS III
Total Fees: 105.00 Address: 37411 EILAND BLVD
Amount Paid: 105.00 ZEPHYRHILLS, FL. 33542
Date Paid: 4/13/2018 Phone: (813)783-8100
Work Desc: REROOF TPO FLAT SECTION ONLY- EAST WING
CONTRACTORS APPLICATION FEES
PAUL D SCHAPER ROOFING INC REROOF COMMERCIAL 105.00
N
C
Ins ections a uired
DRY IN ROOF INSP
TAPE JOINTS ROOF INSP
FINAL
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe 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, 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. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRA OR SIG-NA URE PERMIT OFFICkR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
a Building Department'.
Date Received .�. •I Phone Contact for Permitting z
Owners Name 11 GGGG^^( 1CLt l l C `��+''�+ +N LLC Owner Phone Number
Owner v,+u,&s Address 1 U J� I 1 Owner Phone Number
2(D t2�Ab53q
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Ad Y I�d7rfetss
JOB ADDRESS `I�( F(l t
a11cl 61 it LOT#
SUBDIVISION PARCEL ID# C_)Gc5M-00C'X_1>
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEWsTR 8 ADDIALT SIGN Q DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR Q COMM = OTHER
TYPE OF CONSTRUCTION �M �BLOCK Q FRAME STEEL �
DESCRIPTION OF WORK 'G(-IC1
J';—no W- Vo ,
— ,7Te�Vvin
BUILDING SIZE I SO FOOTAGE HEIGHT
BUILDING S I VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING s
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION '
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER 1 ` �IcOMPANY T1/L
SIGNATURE //��__( I EGISTERED N FEE CURREN N
Address Qa l���v License# �3
ELECTRICIAN COMPANY
SIGNATURE I Y/ N FEE CURREn
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
YIi111111it111i1111r1111t11111t1111111Yllllllllillllllllllllti111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans wl Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
-**PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement Is required. (AIC upgrades over$7500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PloUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
li
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application Is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
ff the fill materiaf is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one (1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to(or afflrn e )before me this Subscribed and swam med)before me this
by
Who Is/are personally known to me or has/have produced Who is/are p onall I o me or has/have produced
as identification. as Identification.
Notary Public ublic
Commission No. Cc I dission o. """"`., JACLINE BOGES
lqq
Commission e
Name of Notary typed,printed or stamped Name of Notary A1t� s10�aA t�oY Fin Incur®nae A00.385•7010
.Uy, �..•" -a,�,,. it o�'' v=� i- �-, i� e,ssi,•Be�'ii /c`-i ei°" �, �n'�s :� o
89147-Gall Boulevard, Zepyrhills, Fl 3354.1..
PH: (813) 782-0920 & (352) 567-8580 Fax: (813) 715-4875
STATE CERTIFIED BUILDING AND ROOFING CONTRACTOR#CB-0059817 and#CC-0058134
Certified North Carolina Building Contractor License# 70393
SFRvING FLoRmA'S l:iNES7 HomEs&Bll Sm Swce.97A- .yvfN cqc hanfrToncfruction_.com
Name :Rose Castle ,date 3/14/1.8
Address 37411 Eiland Blvd Phone 813-783-8100
Alt Phone
cil-.. rF .2a-_ .}•� Fly- Zi _ .1. .
�.j::v ..'.zpuWiiiui� �iaa.e< rL,. zig�. �'��54�
Payee['#
We hereby propose to furnish materials and labor necessary for the completion of:
-•�\� ./rYf L►flJ--�`/'f1..A 'Ti-_ .A•_^-y_� _.L'_::;1._y-v- "T.f. �' '9
1. Barricade:off_work area-as needed.
2. Remove loose debris from flat roof.
3. Remove existing flashings and boots as required.
4. Check substrate decking for water damage. Replacement of decking will be done on a time and material
i:'4.3LS 4L:iui.�:rc1�:i-i^,-i �'�;��'' �t"sii3.:�.'�:v;•'��.i—iVi;tL�sL�L,t�=LLL3Lvi i.-ZZuLll.Ytt�i.L L'L[�i�2 i:J- �Iv'LLLtl4'.)"3LiL15;�5:
..�iie.
5. Install insulation,mechanically attached-per manufacturer"s specification.
6.. Install PVC CPA membrane.
7. Install new boots,custom curb and comers as required.
8. Install two-way vents as required.
9. Install term bar as required.
:Yi��
• All work sha11'be carefully supervised and completed by workmen skilled and'knowledgeable in methods needed
to produce high quality work.
• The job site shall be kept clean daily for the duration of the job and the grounds shall be left clean of all roof
related debris after completion.
• The ya d'sha1Z'besweC w 'r a magnet
e
.f",CC� ''r:r :�: £ 'i`JI��Y:""5 ''J:n:���^3f:'�J�y L'';:ter:" r3 ;Y slx"' GV:
[3part]PVC CPA Roofing Proposal CFI Page 1 of 2
s ..
71,
PVC CPA Roofing System Proposal Continued-. . .
• Carpentry, authorized change orders and work,which are not covered under the scope of work outlined herein,
shall be performed on a time and material basis unless otherwise agreed upon.
r-�raaax�ni+,e'r��+s?.�a. a
1�ati1'i®1 fi':ri�i Fi F fib►i'r die s"�b:R�rii1 d F 1_i i.s"R _VK i`y�2"
Vpon completion of-the work and payment of all monies owed,Contractor shall issue:
1. A____year warranty for workmanship limited to leaks caused by any component install by the contractor.
2. PVC CPA manufacturer shall provide a 15 Warranty.
VFSrlale T,&M Alldwe------------------------=------------------------------------------- $ .
PVC CPA Re-roof as described hereinr------------------------------------------------------ $ 5;514.04"
Modifications $
R!Rj,!—E,L B.11�'�l?01--1: �{ri�F F
f.
We Acre, t Credit Cards;3% Surcharge Applies Price.good for thirty(30)days.
Collection costs if any,together with interest shall be added to the contract price if payment default occurs.
Cancellation of the contract after the 72-hour grace period shall incur a nominal fee.
Douglas Norris - Date 3/14/18:
.S'CXA`!Z'kRoofing,Inc.Representative
Tacce ..,tl :Ci[IV':Yrt�i.p.c�sir4'.an 41�. :s �!�r"�.r�.dhor zed to'>b,-;n R�4_n-L
" '
Signed Date
�°
Signed /o
EXTERIOR RESEARCH&DESIGN,I.I.C.
v Certificate of Authorization#9503
TRINIT n ER® 353 Christian Street
u �' Oxford,CT 06478
(203)262-9245
EVALUATION REPORT
Mule-Hide Products Co.,Inc. Evaluation Report M15060.06.09-R4
1195 Prince Hall Drive,Suite A FL12772-R4
Beloit Wl 53511-5481 Date of Issuance:06/24/2009
(609)365-3111 Revision 4:04/03/2017
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 describer? herein has been evaluated for
compliance with the 5th Edition(2014)Florida Building Code sections noted herein.
mscwPTiow Mule-Hide TPO-c Single Piy 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 Hieminen, 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 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 4,plus an 26-page Appendix.
Prepared by: ,,,,ttttttrtu
r,
+ =ti
Robert J.M.Nieminen P.E. ':moo ,� The facsimile seat appearIngvms authorized WobertNicmfnen,
�, µ��Cv 4,� P.E.on 04J03/2017.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCAANE1983 t.��t�N;LE document Signed,sealed harcicopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIF7CAnaN of INDEPENDENCE:
1. Exterior Research&Design,I.I.C.d/b/a Trinity I 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, I.I.C. d/b/a Trinity I 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 products for
which the evaluation reports are being Issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest In any other entity involved in the approval process of the
product.
S. This is a building code evaluation. Neither Trinityl 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.
ALL WORK SHALL COMPLY WITH PREVAILING
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY OF,ZEPHYRHILLS
ORDINANCES CITY OF ^
CF�NYPNHILLS
TRINITY ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category., Single Ply Roof Systems
Compliance Statement: Mule-Hide TPO-c Single Ply Roof Systems, as produced by Mule-Hide Products Co.,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 Propa Standard Year
1504.3.1 wind FM 4474 2004
1SO4.7 Impact FM 4470 1992
1507.13.2 Physical Properties ASTIVI D6878 2008
1523.6.2 Wind TAS114 2011
3. REFERENCES:
Entity Examination Reference Date
ACRC(TST4671) TAS114 07.051 08/29/2007
ACRC(TST4671) TA5114 07-059 10115/2007
ACRC(TST4671) FM4470 10-009 05/19/2010
ACRC(TST4671) FM4470 11-035 06128/2011
ACRC(TST4671) FM4470 10-018 08/25/2010
ACRC(TST4671) FM4470 10-019 08/25/2010
ATI(TST1588) FM4470 01-37050.01 03/13/2000
ATI(TST1588) TA5114 D7772.01-109-18 07/09/2014
ATI(TST1588) TA5114 D7772.02-109-18 07/14/2014
CTL(TST 1577) TA5114 CTLA-105R 10/13/2008
CTL(TST 1577) TA5114 CTLA-105R-1 10/13/2008
CTL fTST IS77J TA5114 CTLA-105R2 1011312008
CTL(TST 1577) TAS114 CTLA-10611 10/166/2008
CTL(TST 1577) TAS114 CTLA-106R-1 10116/2008
CTL(TST 1577). TAS114 CTLA-106R-2 10/16/2008
CTL(TST 1577) TAS114 CrLA-106R-3 10116/2008
CTL(TST 1577) TAS114 CTLA-106R-4 10/16/2008
CTL(TST 1577) TA5117 CTLA 111R 01/13/2009
ERD(TST 6049) FM4470 FM 4474 02764,09,05-R1 12/10/2007
ERD(TST 6049) FM 4474 M5830.10.07-R1 01/23/2009
ERD(TST 6049) FM 4474 M30780.09.09 09/23/2009
ERD(TST 6049) Physical Properties A3S880.04.12-111 10126/2012
ERD(TST 6049) Physical Properties C46470.07.14-IA 07/16/2014
ERD(TST 6649) Physical Properties C46470.07.14-18 -07/1612014
ERD(TST 6049) Physical Properties C46470.07.14-4-Rl 07/21/2014
ERD(TST 6049) Physical Properties C46470.07.14-2A 07/30/2014
ERD(TST 6049) Physical Properties C46470.07.14-2B 07/30/2014
FM(TST1867) FM4470 OV7A4.AM 06/10/1992
FM(TST1867) FM4470 3Z9Al.AM 10/15/1997
FM(TST1867) FM4470 3001522 03/26/1999
FM(TST1867) FM4470 3003393 03180/1999
FM Approvals(TST1867) FM 4470 3012879 04/04/2003
FM Approvals(TST1867) FM 4470 3013S84 06/27/2003
FM(TST1867) FM4470 301-4692 08/05/2003
FM(TST1867) FM4470/FM 4474 3017662 06/07/2005
FM(TST1867) FM4470/FM 4474 3023032 07/20/2005
Exterior Research and Design,I.I.C. Evaluation Report MI5060.06.09-R4
cettIffeate of Mlhortzarldn#903 FBC NON-fiVHZ EVALUATION FL12772-R4
Mule-Hide Products Co,Inc. Revision 4:04/03/2017
Page 2 of 4
_ x .
TRINTYERD
Entity Examination Reference Date
FM(TST1867) FM447D/FM 4474 3020845 01/2512006
FM Approvals iTST2867) FM 4470/4474 3023458 07/19/2006
FM(TST1867) FM4470/FM 4474 3022174 09/25/2006
FM Approvals(TST1867) FM 4470J4474 3026964 07/25/2007
FM Approvals(TST1867) FM 4470/4474 3029940 09/09/200B
FM Approvals(TST1867) FM 4470/4474 3034985 12/15/2008
FM Approvals(TST1867) FM4470 3037400 09/02/2009
FM(TST1867) FM4470 3037325 09/25/2009
FM(TST1867) FM4470 3037770 10/22/2009
FM Approvals(TST1867) FM4470/4474 3036762 03/08/2011
FM Approvals(TST1867) FM4470J4474 3041535 05JOB12011
fM Approvals(TST1867) FM4470/4474 3039340 06/24/2011
FM Approvals(TST1867) FM4470/4474 3039762 09/07/2012
FM Approvals(TST1867) FM4470/4474 3056207 02/09/2016
FM Approvals(TST1867) FM 4470/4474 RR209155 04/03/2017
PRI CMT(TST5878) TAS 114/FM 4474 CST-016-02-01 05/04/2011
UL,LLC(QUA9625) Quality Control MLA;R13850 08/22/2007
UL,LLC(QUA9625) Quality Control Inspection Report 08/24/2016
4. PRODUCT DESCRIPTION:
The following roof covers are mechanically attached or fully adhered to Approved substrates using fasteners,stress
piates and adhesives,as outlined in the Limitations/Conditions of Use herein.
4.1 Mule-Hide TPO-c membranes are nominal 45-mil (1.1mm) or 60-mil (1.5 mm) thick, polyester-scrim
reinforced,thermoplastic olefin(TPO)single-ply roof membranes.
4.2 Mule-Hide TPO-c EXTRA membranes are nominal 72-mll (1.8mm) or 80-mil (2.Omm) thick, polyester-scrim
reinforced,thermoplastic olefin(TPO),single-ply roof membranes.
4.3 Mule-Hide TPO-c Fleece Back membrane is a nominal 45-mil (1.1mm) or 60-mil (1.5 mm) thick, polyester-
scrim reinforced,thermoplastic olefin(TPO)single-ply roof membrane with a polyester fleece backing.
4.4 Mule-Hide SA TP0 membrane is a nominal 50-mi)(1-5-mm)thick, polyester-scrim reinforced,thermoplastic
olefin(TPO}single=ply roof membrane laminated-to an elastomeric pressure-sensitive adhesive.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen,P.E.are,in anyway,the Designer
of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for
permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report Is not for use in HVHZ jurisdictions.
5.3 Refer to a current UL 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 1510.
Exterior Research and Design,U.C. Evaluation Report M15060.06.0944
c:ertlflmte of Authorization N95w FBC NON-HVHZ EVALUATION FL12772-R4
Mule-Hide Products Co.,Inc. Revision 4.04/03/2017
Page 3 of 4
TRNTY ERD
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 Zane 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 WDi,FM Loss Prevention Data
Sheet 1-29, RAS 117 and 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 comparison
to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-
i or 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 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 existing 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 ANSI/SPRI IA-1, ASTM
E907,FM Loss Prevention Data Sheet 1-S2 or 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 RAS 111, except the basic wind
speed shall be determined from FBC Figure 1609.
5.13 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C.
Rule 61G20-3.
6. INSTALLATION:
6.1 Mule-Hide TPO-c Single Ply 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 are 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 pressures.
6.3 For mechanically fastened membrane systems(Type D)over profiled steel deck, membrane shall be installed
running perpendicular to steel deck flutes.
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 CIA agency for Information on product locations covered to F.A.C.Rule 61G20-3 CA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(414)248-6409;karen.buchmann@ul.com
-THE 26-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report M15060.06.09-R4
certiftate ofAuthor&ation#9503 FBC NON-HVHZ EVALUATION F1.12772-114
Mule-Hide Products Co.,Mr. Revision 4,04/03/2017
Page 4 of 4
T ` !�'rf ER®
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR W WD UPUFi RESISTANCE
Table Deck Application Type Description Page
IA Wood New,Reroof(Tear-Off),Recover C-1 Mechanically Attached Insulation,Bonded Roof Cover 4
1B Wood New,Reroof(Tear-Off),Recover D-1 Insulated,Mechanically Attached Roof Cover 4
1C Wood New,Reroof(Tear-Off),Recover D-3 Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 4
11) Wood New,Reroof(Tear-Off),Recover E-1 Non-Insulated,Mechanically Attached Roof Cover 5
lE Wood New,Reroof(Tear-Off),Recover E-2 Non-Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 5
1F Wood New Construction F Non-Insulated,Bonded Roof Cover 5
2A Steel or Structural Concrete New,Reroof(Tear-Off),Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 6-7
211 Steel or Structural Concrete New,Reroof(Tear-Off),Recover C-1 Mechanically Attached Insulation,Bonded Roof Cover 1 8-9
26 Steel New,Reroof(Tear-Off),Recover C-2 Mechanically Attached Insulation,Plate-Bonded Roof Cover 10
ZD Steel or Structural Concrete New,Reroof(Tear-Off),Recover D-1 Insulated,Mechanically Attached Roof Cover 11-14
2E Steel or Structural Concrete New,Reroof(Tear-Off),Recover D-2 Insulated,Mechanically Attached Roof Cover(RUSS Strips) 15
3A Structural Concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 16-17
3B Structural Concrete New,Reroof(Tear-Off),Recover C-2 Mechanically Attached Insulation,Plate-Bonded Roof Cover 17-18
-3C Structural Concrete New,Reroof(Tear-Oft) F Non-Insulated,Bonded Roof Cover 18
4A LWIC New,Reroof(Tear-Off) A-1 Banded Insulation,Bonded Roof Cover 19
4A-1 LWIC over Steel New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 19
4A-2 LWC over Structural Concrete New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 20
5A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 21
6A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 22
6B Steel Recover C-2 Mechanically Attached Insulation,Plate-Bonded Roof Cover 23
6C Steel Recover D-1 Insulated,Mechanically Attached Roof Cover 24
6D Steel or Structural Concrete Recover E Non-Insulated,Mechanically Attached Roof Cover 25
6E Various Recover F-2 New LWC over Existing Roof,Bonded Roof Cover 26
The following notes apply to the systems outlined herein:
L 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. Unless otherwise noted,fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements:
Wood Deck: Mule-Hide Drill Paint Fastener or Mule-Hide HDP Fastener with Mule-Hide 3 in.Insulation Plate, Minimum%-inch steel penetration,engage the top flute of the steel deck
D Steel Deck: Mule-Hide Drill Point Fastener or Mule-Hide HDP Fastener with Mule-Hide 3 in.Insulation Plate. Minimum%-inch steel penetration,engage the top flute of the steel deck.
➢ Structural Concrete: Mule-Hide HDP Fastener or Mule-Hide Fluted Concrete Nail with Mule-Hide 3 in.Insulation Plate.Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the
fastener manufacturer's published installation Instructions.
3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurdte,polystyrene,fiberboard,partite and/or gypsum-based insulation board that meets the OA requirements of F.A.C.Rule
61620-3 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 C-2(plate bonded roof cover)or Type D(mechanically attached membrane),
whereby the membrane fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater type,thickness and strength 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.
Exterior Research and Design,I.I.C.d/b/a Trinity(ERD Evaluation Report M15050.06.09-114 for FL12772-114
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION,Mule-Hide TPO-c Single Ply Roof Systems Revision 4:04/03/2017
Prepared by: Robert Nieminen,PE-59166 Mule-Hide Products Co.,Inc.,(608)365-3111 Appendix 1,Page 1 of 26
TR i1�8 V Y ERD
S. Preliminary insulation attachment for System Type D: Refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29(January 2016).
6. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is atthe time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions:
• Mule-Hide Helix0 Low-Rise Adhesive(HELIX): Continuous%to 1-inch wide beads,22-Inch o.c.
D ICP Adhesives CR-20: Continuous 2Y.to 3%-inch wide ribbons,12-Inch o.c.
➢ OlyBond 500(OB-500): Continuous'/.to 1-Inch wide ribbons,12-inch o.c.using PaceCart orSpotShot application devices.
D Note. When multiple layers(s)of insulation and/or roverboard are installed in ribbon-applied adhesive,adhesive ribbons shall be staggered from layer-to-layer a distance of one-half the ribbon spacing.
➢ 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 maybe 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 maybe used as a drop-in for the equivalent thicker material listed in the table:
D ICP Adhesives CR-20: MDP -117.5 psf (Min.1.0-inch thick)
D OlyBond 500(OB50O): MDP -315.5 psf (Min.0.5-inch thick Poly ISO 1,H-Shield or ENRGY 3)
➢ OlyBond 500(08500): MPD -487.5 psf (Min.0.5-inch thick Poly ISO 2 or ACFoam 11)
B. 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 WD-1,FM Loss
Prevention Data Sheet 1.29,Roofing Application Standard RAS 127 or 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.
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 orTesting Application Standard TA5105.
12. For existing substrates In a bonded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibillty and bond performance with the selected adhesive,and the existing
roof system(for recover)shall be capable of resisting projgct 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 System Type D,steel deck applications,the roof membrane shall be run with its length perpendicular to the steel deck flutes.
14. For Recover Applications using System Type C-2(Plate Bonded Roof Cover)or Type D(Mechanically Attached Roof Cover),the insulation is optional. Alternatively,min.0.5-inch HP Recovery Board,Poly ISO 1-HD,H-
Shield HD or SecurShield HD or min.0.25-inch to 0.625-inch Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat Roof Ooard or min.3/8-inch Insulfoam R-Tech EPS or Fan-Fold
may be used as a separator board,preliminarily attached prior to roof cover Installation. The separator component shall be documented as meeting FBC 150�1 and,for foam plastic,FBC Chapter 26,when installed
with the roof cover In Recover applications.
15. 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 topcoat thickness is 2-inches.
For LWC over structural concrete,reference Is Made to FBC Section 1917.4.1,Point 1.
Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report M15060.05.09-R4 for FL12772-114
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION;Mule-Hide TPO-c Single Ply Roof Systems Revision 4:04/03/2017
Prepared by: Robert Nieminen,PE-59166 Mule-Hide Products Co.,Inc;(608)365-3111 Appendix 1,Page 2 of 26
16. For adhered membrane systems,side laps shall be minimum 2-inch wide sealed with min.1.5-Inch heat weld.Unless otherwise noted,membrane adhesive application rates are as follows:
Membrane Adhesive Method Rate
Mule-Hide TPO-c Mule-Hide TPO-c Bonding Adhesive(TPO-c BA) Contact(both sides) 60 ft2/gal
Mule-Hide TPO-c Aqua Base 120 BA Contact(both sides) 120 ft2/gal
Mule Hide TPO-c Fleece Back Aqua Base 120 BA Wet lay(substrate) 120 ft2/gal
Mule-Hide TPO-c Fleece Back Mule-Hide Helix°Low-Rise Adhesive(HELIX) Wet lay(substrate) FULL=continuous ribbdhs,maximum 4-inch o.c,
17. For membrane systems attached using TPO 10-inch Pressure-Sensitive RUSS,the underside of the membrane which comes In contact with the tape shall be primed with HP-250 Primer. The membrane shall be
secured by placing the primed portion onto the tape portion of the TPO 10-inch Pressure-Sensitive RUSS and roll with a steel hand roller to ensure contact
18. For bonded membrane systems,unless otherwise noted,reference to"Mule-Hide TPO-e membrane below also includes"Mule-Hide TPO-c EXTRA".
19. Vapor barrier options for use over structural concrete deck followed by adhesive-applied 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;FOLLOWED BY ADHESRIE-APPLIED INSULATION PER TABLE 3A:
Option!# Primer Type
Vapor Barrier Application Insulation Adhesive MDP(psf)
VB-1. Carlisle CAV-GRIP Primer FS-Air&Vapor Barrier or Carlisle VapAirSeal 72STR Self-adhering HELIX(RIBBON,12-inch o.c.) -97.5
VB-2. ASTM D41 Carlisle SureMB 90TG Base or SureMB 120 TG Poly Base Torch-applied HELIX(RIBBON,12-inch O.c.) -97.5
VB-3. ASTM D41 Carlisle SureMB 90 Base or SureMB 120 Poly Base Hot-asphalt HELIX(RIBBON,12-inch o.c.) -97.5
20. "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.
Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report M15060.06,09-R4 for FL32772-R4
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION;Mule-Hide TPO-c Single Ply Roof Systems Revision 4:04/03/2017
Prepared by: Robert Nieminen,PE-59166 Mule-Hide Products Co.,Inc.;(608)365-3111 Appendix 1,Page 3 of 26
TABLE 1A:WOOD DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Deck Top Insulation layer MOP
Base Insulation Layer Roof Cover(Note 16)
No. (Note 1) Type I Fasteners Attach (Psf)
W-1 Min.19/32"plywood or (Optional)One or more layers, Min.1.5-inch Poly ISO 1,H-Shield,ACFoam II, Note 2 1 per 2 fP Mule-Hide TPO-c/TPO-c BA or Aqua -45 0,
wood plank any combination,loose laid Poly ISO 2 or ENRGY 3 1 Base 120 BA
TABLE 1B: WOOD DECKS—NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE D-1: INSULATED,MECHANICALLY ATTACHED ROOF COVER
System Roof Deck Insulation Layer(Note 14) Roof Cover MDP
No. Type Attach Membrane Fasteners Spacing (PA
Min.19/32-inch plywood or wood plank at max.24"spans One or more Preliminarily Mule-Hide Mule-Hide EHD 6-inch o.c.within 5.5-Inch wide laps spaced 90.5-inch
W-2 attached using 8d ring shank nails spaced 6"D.C.in the field layers,any Fasteners and 2.4 -52.5
and#10 ring shank nails spaced 4"D.C.at the perimeter combination attached TPO-c Seam Plates - D.C. Outside of lap sealed with 1.5-inch heat-weld
Min.19/32-inch plywood or wood plank at max.24"spans One or more Mule-Hide EHD
W-3 attached using Sd ring shank nails spaced 6"D.C.in the field layers,any Preliminarily Mule-Hide Fasteners and 2.4 O D.C.within sealed
wide laps spaced-wee Inch -67.5
and#10 ring shank nails spaced 4"D.C.at the perimeter combination attached TPA Seam Plates C.C.o.c.Outside of lap sealed with SS-inch heat-weld
6-inch D.C.within 5-inch wide laps spaced 67-inch D.C.
Min.23/32-inch OSB at max.24-inch spans attached using One or more Mule-Hide EHD Outside of lap sealed with 1.5-Inch heat-weld and 6-
W-4 8d ring shank nails spaced 6"D.C.in the field and 8"D.C.at layers,any Preliminarily attached tckedTPA Fasteners Mule-Hide Fasteners and 2A inch D.C.in one row centered between the laps. -67.5
intermediate supports combination Seani Plates Center row Covered with 6-inch wide cover strip
sealed with 1.5-inch heat weld at all edges
TABLE 1C:WOOD DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE D-3:INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System insulation(Note 14) Base Sheet Roof Cover MDP
No Deck(Note 1) Type Attach Base Sheet Fasteners Attach Membrane Adhesive (Psf)
Min.19/32-inch plywood at One or more Atlas Summit Mule-Hide Drill Point 12-inch D.C.at the 4-inch laps and 12- Self-
layers,max.24-inch spans;#10 x 2- layers,any Loose-laid Synthetic Fastener and Mule-Hide 2" inch D.C.at three,equally spaced Mule-Hide SA-TPO adhered -120.0
inch wood screws,6-Inch o.c. combination Underlayment Seam Plate rows in the center of the sheet.
Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report M15060.06.09-R4 for FL12772-R4
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION;Mule-Hide TPO-c Single Ply Roof Systems Revision 4:04/03/2017
Prepared by: Robert.Nieminen,PE-59166 Mule-Hide Products Co.,Inc.;(608)365-3111 Appendix 1,Page 4 of 26
TABLE ID: WOOD DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE E-1: NON-INSULATED,MECHANICALLY ATTACHED ROOF COVER
Thermal Barrier Roof Cover MOP
System Roof Deck Fastener Lap Width Lap Spacing Seam Weld (pso
No, Type Attach Membrane Fasteners Spacing(inch) (inch) (inch) (inch)
Min.19/32-inch thick Mule-Htde FR Beck Panel Aor C or (Optional)Any Mule-Hide EHD
Barrier Technology Corp"Blazeguard Aor C"at max.24-inch Mule-Hide Fasteners and 2.4 12 5 48 1.5 30.0
W-6 spans attached using No.8 x 2'!,-Inch long course thread approved Loose-laid TPO-c
thermal barrier Seam Plates
screws spaced 6"o.c.
Min.19/32-inch thick Mule-Hide FR Deck Panel A or C or (Optional)Any Mule- Mule-Hide EHD
W-7
Barrier Technology Corp"Blazeguard A or C"at max,24-inch approved Loose-laid TPO-cHide Fasteners and 2.4 6 5 72 1.5 -52.5
spans attached using No.8 x 2%-inch long course thread PO-c
thermal barrier Seam Plates
screws spaced 6"o.c.
MIn.19/32-inch thick Mule-Hide FR Deck Panel A or C or (Optional}Any Mule-tilde EHD
Barrier Technology Corp"Blazeguard A or C"at max 24 inch approved Loose-taid Mule-Hide Fasteners and 2.4 6 5 48 2.5 -75.0
W� sans attached usin No,8 x 2Y:-inch long course thread TPO c
P g thermal barrier Seam Plates
screws spaced 6"o.c.
(optional)Any TFasteners
Hide EHD 48(over
Min.19/32-inch plywood at max.24 inch spans attached Mu#e-Hide
W� using 8d ring shank Halls spaced 6-inch o.c. approved Loose-laid TPO_c and 2.4 6 5.5 structural 1.5 -75.0
thermal barrier Plates members)
TABLE IE:WOOD DECKS-NEW CONSTRUCTION,REIROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE E-2:NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Thermal Barrier Base Sheet Roof Cover MOP
No. Deck(Note 1) TYpe Attach Base Sheet Fasteners Attach Membrane Adhesive (Psi)
Min.19/32-inch plywood at (Optional)Any Atlas Summit Mule-Hide Drill Point 124nch o.c.at the 4-#nch laps and 12-inch Mule-Hide SA Self-
W-10 max.24-Inch spans;1110 x 2- approved Loose-laid Synthetic Fastener and Mule-Hide o.c.at three,equally spaced rows in the TPO adhered -120.0
inch wood screws,6-Inch o.c. thermal barrier Underiayment 2"Seam Plate center of the sheet.
TABLE IF:WOOD DECKS—NEW CONSTRUCTION
SYSTEM TYPE F.NON-INSULATED,BONDED ROOF COVER
Roof Cover(Note 16) MOP
System Roof peck
No. Membrane Application (Pso
W 11 Min.15/32-inch thick Mule-Hide FR Deck Panel A or C or Barrier Technology Corp"Blazeguard A or C`at Mule-Hide TPO-c Aqua Base 120 BA -4S.0
max.24-Inch spans attached using No.8 x 2%-Inch long course thread screws spaced 6"o.c.
W-12 Mtn.19/32-inch thick Mule-Hide FR Deck Panel A or C or Barrier Technology Corp"Blazeguard A or C'at Mule-Hide TPO-c Aqua Base 120 BA -52.5
max.24-inch spans attached using No.8 x 2%-inch long course thread screws spaced 6"o.c.
Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report M15060.06.09-R4 for FL12772-R4
Certificate of Authorization#9503 FBC NON-HV13Z EVALUATION;Mute-Hide TPB-c S s Revision 4:04/03/2017
Single Ply Roof System
Prepared by:Robert Nieminen,PE-59166 Mule-Hide Products Co.,Inc;(608)365-3113 Appendix 1,Page S of 26
TABLE 2A:STEEL or STRUCTURAL CONCRETC DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION,BONDED TOP INSULATION,BONDED ROOF COVER
System Deck Base Insulation Layer Top Insulation Layer Roof Cover(Note 16) MDP
No. (Note 1) Type Fastener. Attach Type Attach (Psf)
Mute-HIDE TPO-e APPucAmoeNs:
Min.22 ga.,type B,Grade 33 Min.1.5-inch Poly ISO 1,H- Min.1.0-inch base insulation and/or Mule-Hide TPO-c/TPO-c BA or
SC-1 steel or min.2,500 psi Shield, -Inch
Poly
IHP- Note 2 1 per 3.2 ft' Min.0.25-inch Dens Deck Prime or HELIX Aqua Base 120 BA -45.0
structural concrete SECUROCK Gypsum-Fiber Roof Board
Min.22 ga.,type B,Grade 33 Min.2-inch Poly ISO 1,H- a Min.1.0-inch base Insulation and/or Mule-Hide TPO-c/TPO-c BA or ,
SC-2 steel or min.2,500 psi Shield,Polylso HP-H Note 2 1 per 4.0 R Min.0.25-inch Dens Deck Prime or HELIX Aqua Base 120 BA -45.0
structural concrete SECUROCK Gypsum-Fiber Roof Board
Min.22 ga.,type B,Grade 33 Min.0.5-Inch Dens Deck or Min.1.5-inch ACFoam 11,Poly ISO 2, Mule-Hide TPO-c/TPO-c BA or
SC-3 steel or min.2,500 psi Note 2 1 per 2.0 ft' ENRGY 3,Poly ISO 1 or H-Shield followed 08500 -37.5'
structural concrete Dens Deck Prime by Min.0.254nch Dens Deck Prime Aqua Base 120 BA
'Min.22 ga.,type B,Grade 33 Min.2-inch Poly ISO 1.H- Min 0.2S-inch SECUROCK Gypsum-Fiber Mule-Hide TPO-c/TPO-c BA or
SC 4 steel or min.2,500 psi Shield,H-Shield CG Note 2 1 per 4.0 ft Roof Board OBS00 Aqua Base 120 BA -37.5
structural concrete
Min.22 ga.,type B,Grade 33 Min.iS-inch ACFoam II,Poly Mule-Hide TPO-c/TPO-c BA or
SC-5 steel or min.2,500 psi ISO 1,Poly ISO 2,H-Shield CG, Note 2 1 per 2.0 ft' Additional layers of base insulation OB500 Aqua Base 120 BA -45.0'
structural concrete ENRGY 3
Min.22 ga.,type B,Grade 33 Min.1.5-inch ACFoam 11,Poly Min.0.25-inch Dens Deck,Dens Deck Mule-Hide TPO-c/TPO-c BA or
SC-6 steel or min.2,500 psi ISO 1,Poly ISO 2,H-Shield CG, Note 2 1 per 2.0 ft' Prime OB500 Aqua Base 120 BA -45.0°
structural concrete ENRGY 3
Min.22 ga.,type B,Grade 33 Min.0.5-inch Dens Deck or Note 2 1 per 2.0 ft z Min.1.5-inch ACFoam II,Poly ISO 2, 06500 Mule-Hide TPO-c/TPO-c BA or 45.0'
SC-7 steel or min.2,500 psi Dens Deck Prime ENRGY 3,H-Shield or Poly ISO 1 Aqua Base 120 BA
structuralconcrete
Min.22 ga.,type B,Grade 33 Min.2.04nch ACFoam 11,Poly Mule-Hide TPO-c/TPO-c BA or
SC-8 steel or min.2,500 p5i ISO 1,Poly ISO 2,H-Shield CG, Note 2 1 per 4.0 ft' Additional layers of base insulation OB500 -45.00
structural concrete ENRGY 3 Aqua Base 120 BA
Min.22 ga.,type B,Grade 33 Min.2.04nch ACFoam II,Poly Min.0.25-inch Denp Deck,Dens Deck Mule-Hide TPO-c/TPO-c BA or
SC-9 steel or min.2,50D psi ISO 1,Poly ISO 2,H-Shield CG, Note 2 1 per 4.0 ft' Prime OB500 Aqua Base 120 BA -45.0'
structural concrete ENRGY 3
Min.22 ga.,type B,Grade 33 Min.1.5-inch Poly ISO 1,H- Min.0.25-inch SECUROCK Gypsum-Fiber Mule-Hide TPO-c/TPO-c BA or
SC-10 steel or min.2,500 p5i Shield,H-Shield CG Note 2 1 per 3.2 ft' Roof Board OB500 Aqua Base 120 BA -45.0'
structural concrete
Min.22 ga.,type B,Grade 33 Min.2-inch Poly ISO i,H- Min 0.25-inch SECUROCK Gypsum-Fiber Mule-Hide TPO-c/TPO-c BA or
SC-11 steel or min.2,500 psi Shield,H-Shield CG Note 2 1 per 2.67 fi' Roof Board OBSOD Aqua Base 120 BA -45.0
structural concrete
Min.22 ga.,type B,Grade 33 Min.2-inch Poly ISO 1,H- Min 0.25-inch SEW ROCK Gypsum-Fiber Mule-Hide TPO-c/TPO-c BA or
SC-12 steel or min.2,500 psi Shield,H-Shield CG Note 2 1 per 1.6 ft' Roof Board OB500 Aqua Base 120 BA -60.0
structural concrete
Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report M15060.06.09-R4 for FL12772-114
Certificate of Authorization N9503 FBC NON-HVHP EVALUATION;Mule-Hide TPO-c Single Ply Roof Systems Revision 4:04/03/2017
Prepared by: Robert Nieminen,PE-59166 Mule-Hide Products Co.,Inc;(608)365-3121 Appendix 1,Page 6 of 26
TABLE 2A:STEEL or STRUCTURAL CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION,BONDED TOP INSULATION,BONDED ROOF COVER
System Deck Base Insulation layer. Top Insulation layer Roof Cover(Note 16) MOP
No. (Note 1) Type Fastener Attach Type Attach (Psfl
Mum-HmETPO-C FLEEcE BAgrAPPUUITIONs:
Min.22 ga.,type B,Grade 33 Min.1.5-Inch Poly I501,H- Min.1.0-inch base Insulation and/or Mule-Hide TPO-c Fleece Back/2 y
SC-13 steel or min.2,500 psi Shield,Polyiso HP-H Note 2 1 per 3.2It Min. Dens Deck Prime or HELIX HELIX(FULL) -45.0
structural concrete SECUROCK Gypsum-Fiber Roof Board
Min.22 ga.,type B,Grade 33 Min.2-inch Poly 1501,H- Min.1.0-inch base insulation and/or Mule-Hide TPO-c Fleece Back/ N
SC-14 steel or min.4500 psi Shield,Polyiso HP-H Note 2 1 per 4.0 ft2 Min.0.25-inch Dens Deck Prime or HELIX HELIX(FULL) 45.0
structural concrete SECUROCK Gypsum-Fiber Roof Board
Min.22 ga.,type B,Grade 33 Min.2-inch Poly ISO 1 H- Min 0.15-inch SECU ROCK Gypsum-Fiber Mule-Hide TPO-c Fleece Back/
SC-15 steel or min.2,500 psi Shield,Polyiso HP-H Note 2 1 per 1.6 112 Roof Board HELIX HELIX(FULL) -60.0
structural concrete
Exterior Research and Design,LLC,d/b/a Trinity ERD Evaluation Report M15060.06.09-R4 for FL32772-114
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION;Mule-Hide TPO-c Single PIV Roof Systems Revision 4:04/D3/2017
Prepared by: Robert Nieminen,PE-59166 Mule-Hido Products Co.,Inc.,(608)3GS-3111 Appendix 1,Page 7 of 26
TR cry ERD
TABLE 2B: STEEL or STRUCTURAL CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE C-1: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Deck Top Insulation layer MDP
Base Insulation Layer Roof Cover(Note 16)
No. (Note 1) Type Fasteners Attach (Psf)
MurE-HIDE TPO-C APPUCA,M0N5:
SC-16 Min.22 ga.,type B,Grade 33 steel Min.IS"thick,one or more layers, Min 7/1V APA or TECO rated OSB Trufast SIP LD 1 per 3.2 ft' Mule-Hide TPO-c/TPO-c BA or Aqua -37.5'
any combination,loose laid Fasteners Base 120 BA
Min.22 ga.,type B,Grade 33 steel or (Optional)One or more layers,any Min.1-Inch Poly ISO 2,ACFoam II Mule-Hide TPO-c/TPO-c BA or Aqua
SC-17 min.2,500 psi structural concrete combination,loose laid or ENRGY 3 Note 2 1 per 1.6 ft� Base 120 BA -37.5
Min.22 ga.,type B,Grade 33 steel or Min.1.5-Inch thick,one or more z e
SC-18 min.2,500 psi structural concrete layers,any combination,loose laid Min.0.5 inch H-Shield HD Note 2 1 per 2.67 ft Mule Hide TPO-c/TPO-c BA 37.5
SC-19 Min.22 ga.,type B,Grade 33 steel or Min.1.5-inch thick,one or more Min 0,25-inch SECUROCK Gypsum- Note 2 1 per 2.67 ft' Mule-Hide TPO-c/TPO-c BA or Aqua 37 5'
min:2,50D psi structural concrete layers,any combination,loose laid Fiber Roof Board Base 120 BA
SC-20 Min.22 ga.,type B,Grade 33 steel or Min.1.5-inch thick,one or more Min 0.50-inch SECUROCK Gypsum- Note 2 1 per 3.2 ft' Mule-Hide TPO-c/TPO-c BA or Aqua -45.0•
min.2,50D psi structural concrete layers,any combination,loose laid Fiber Roof Board Base 120 BA
SC-21 Min.22 ga.,type B,Grade 33 steel or Min.1.5-inch thick,one or more Min 0.625-inch SECUROCK Note 2 1 per 4.0 ft' Mule-Hide TPO-c/TPO-c BA or Aqua -45.0"
min.2,500 psi structural concrete layers,any combination,loose laid Gypsum-Fiber Roof Board Base 120 BA
SC-22 Min.22 ga-,type B,Grade 33 steel Min.1.5"thick,one or more layers, Min 7/16"APA or TECO rated OSB Trufast SIP LD 1 per 2.67 W Mule-Hide TPO-c/TPO-c BA or Aqua -45.0'
any combination,loose laid Fasteners Base 120 BA
SC-23 Min.22 ga.,type B,Grade 33 steel or One or more layers,any combination, Min 7116"APA or TECO rated OSB Note 2 1 per 3.6 ft' Mule-Hide TPO-c/TPO-c BA or Aqua -45.0'
min.2,500 psi structural concrete loose laid Base 120 BA
SC-24 Min.22 ga.,type B,Grade 33 steel or (Optional)One or more layers,any Min.1-inch Poly ISO 1,H-Shleld,H- Note 2 1 per 1.6 ft' Mule-Hide TPO-c/TPO-c BA or Aqua -45.0'
min.2,500 psi structural concrete combination,loose laid Shield CG Base 120 BA
SC-25 Min.22 ga.,type B,Grade 33 steel or (Optional)One or more layers,any 2 Min.1.S-inch ACFoam II,Poly ISO,H-Shield,Poly ISO 1,H-Shield Note 2 1 per 2.0 ft' Mule-Hide TPO-c/TPO-c BA or Aqua _45.0'
min.2,500 psi structural concrete combination,loose laid 2, EN 3 Base 120 BA
Min.22 ga.,type B,Grade 33 steel or (Optional)One or more layers,any Min.2.0-inch ACFoam 11,Poly ISO Mule-Hide TPO-c/TPO-c BA or Aqua
SC-26 min.2,500 psi structural concrete combination,loose laid 2,H-Shleld,Poly ISO 1,H-Shield Note 2 1 per 4.0 ft Base 120 BA -45.0
CG,ENRGY 3
Min.22 ga.,type B,Grade 33 steel or Min.1.5-inch thick,one or more t a
SC-27 min.2,500 psi structural concrete layers,any combination,loose laid Min.0.5-inch H-Shield HD Note 2 1 per 2.0 ft Mule-Hide TPO-c/TPO c BA 45.0
SC-28 Min.22 ga.,type B,Grade 33 steel or Min.1.5"thiclk,one or more layers, Min 7/16"APA or TECO rated OSB Note 2 1 per 1.9 ft' Mule-Hide TPO-c/Aqua Base 120 -52.5
min.2,500 psi structural concrete any combination,loose laid BA
SC 29 Min.22 ga.,type B,Grade 33 steel or Min.1.5-inch thick,one or more Min 0.5-Inch Dens Deck Prime Note 2 1 per 1.6 W Mule-Hide TPO-c/TPO-c BA -60.0
min.2,500 psi structural concrete layers,any combination,loose laid
Min.22 ga.,type B,Grade 33 steel or Min.1.5"thick,one or more layers, r
SC-30 min.2,500 psi structural concrete any combination,loose laid Min 7/16"APA or TECO rated OSB Note 2 1 per 1.9 ft Mule-HideTPO-c/TPO c BA -75.0
Min.22 ga.,type B,Grade 33 steel or (Optional)One or more layers,any Min 2.0-inch ACFoam II,Poly ISO 1,
SC-31 min.2,500 psi structural concrete combination,loose laid Poly ISO 2,H-Shield,H-Shield CG, Note 2 1 per 1.6 ft' Mule-Hide TPO-c/TPO-c BA -75.0
ENRGY3
Exterior Research and Design,I.I.C.d/b/a Trinity ERD Evaluation Report NI15060.06.09-R4 for FL12772-R4
Certificate of Authorization 49503 FBC NON-HVFIZ EVALUATION;Mule-Hide TPO-c Single Ply Roof Systems Revision 4:04/03/2017
Prepared by: Robert Nieminen,PE-59166 Mule-Hide Products Co.,Inc.;(608)365-3111 Appendix 1,Page 8 of 26
TABLE 2B: STEEL or STRUCTURAL CONCRETE DECKS-NEW CONSTRUCTION,REROOF{Tear-Off}or RECOVER
SYSTEM TYPE C-1: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Deck Top insulation Layer MDP
No. (Note 1) Base Insulation Layer Type Fasteners Attach Roof Cover{Note 16} (PsQ
SC-32 Min.22 ga.,type B,Grade 33 steel or Min.1.5-inch thick,one or more Min 0.5-inch SECUROCKGypsum- Note 2 1 per 1.6 ft° Mule-Hide TPO-c/TPO-c BA -82.5
min.2,500 psi structural concrete layers,any combination,loose laid Fiber Roof Board
SC-33 Min.22 ga.,type B,Grade 33 steel or Min.1.5-inch thick,one or more Min 7/16-inch APA orTECO rated Note 2 1 per 1 ftz Mule-Hide TPO-c/TPO-c BA -97.5
min.2,500 psi structural concrete layers,any combination,loose laid OSB
Min.20 ga.,type 8,Grade 33 steel or (Optional)Min.1.S-Inch thick,one or Min.0.625-inch SECUROCK SC-34 min.2,500 psi structural concrete more layers,any combination,loose Gypsum-Fiber Roof Board Note 2 1 per 1.33 ftz Mule-Hide TPO-c/TPO-c BA -112.5
laid
SC-35 Min.i8 ga,type B,Grade 33 steel or Min.2-inch thick,one or more layers, Min.0.5-inch SECUROCK Gypsum- Note 2 1 per 1.33 ft' Mule-Hide TPO-c/TPO-c BA -1125
min.2,500 psi structural concrete any combination,loose laid Fiber Roof Board
SC-36 Min.22 ga,type B,Grade 33 steel or (Optional)one or more layers,any Min 2-inch H-Shield CG Note 2 1 per 1 ft' Mule-Hide TPO-c/TPO-c BA -120.0
min.2,500 psi structural concrete combination,loose laid
MULE-HIDE SA-TPO AepurAnaws:
Min.22 ga,type B,Grade 33 steel or (Optional for Recover)Min,1.5-inch r
SC-37 min.2,500 psi structural concrete thick,one or more layers,any Min.2-inch insulfoam SP Note 2 1 per 2.7 ft Mule-Hide SA TPO,self-adhered -30.0
combination,loose laid
Min.22 ga.,type B,Grade 33 steel or (Optional for Recover)Min.1.5-inch r «
SC-38 min,2,500 psi structural concrete thick,one or more layers,any Min.2-inch Insulfoam SP Note 2 1 per 2.0 ft Mule-Hide SA-TPO,self-adhered -45.0
combination,loose laid
{Optional for Recover}Min.15-Inch Min.0.254nch Dens Deck Prime or
Min.22 ga.,type B,Grade 33 sleet or SECUROCK Gypsum-Fiber Roof
SC-39 min.2,500 psi structural concrete thick,one or more layers,any Board or min 7/15-inch APA or Note 2 1 per 2.0 fti Mule-Hide SA Tpq,self-adhered 45,0*
combination,loose laid TECO rated OSB
Min.22 ga.,type B,Grade 33 steel or (Optional)Min.1.5-inch thick,one or Min.2.5-inch Poly 1501,H-Shield,
SC-40 min.2,500 psi structural concrete more layers,any combination,loose Polyiso HP-H,SecurShield,H-Shield Note 2 1 per 2.0 W Mule-Hide SA TPO,self-adhered -45.4
laid CG
Min.22 ga.,type B,Grade 33 steel or (Optional)Min.1.5-Inch thick,one or Min.2.0-Inch Poly ISO 1,H-Shield,
SC-41 min.2,500 psi structural concrete more layers,any combination,loose Polyiso HP-H,SecurShleld,H-Shield Note 2 1 per 1.6 ftz Mule-Hide SA-TPO,self-adhered -60.0
laid CG
Exterior Research and Design,I.I.C.d/b/a Trinity ERD Evaluation Report M15060.06.09-R4 for F1.12772-114
Certificate of Authorization#9S03 FBC NON-HVHZ EVALUATION;Mule-Hide TPO-t Single Ply Roof Systems Revision 4:04/0312017
Prepared by: Robert Nleminen,PE-59166 Mulo-Hide Products Co.,Inc.,(608)365-3111 Appendix 1,Page 9 of 26
TRI00"f ERcl
TABLE 2C: STEEL DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE C-2: MECHANICALLY ATTACHED INSULATION,PLATE-BONDED ROOF COVER
System Deck Insulation layer Attachment Roof Cover MDP
No. (Note 1) Fasteners Denslty (Psf)
Min.22 ga.,type Min.1-inch thick,one or more Mule-Hide EHD Fastener and 1 per 5.33 ft (6 per 4 x 8 ft board) Mule-Hide TPO-c bonded to RhinoBond Plate-TPO or
SC-42 RhinoBond Plate-TPO or Per FM loss Prevention Data Sheet 1-29; RhinoBond Treadsafe Plate-TPO with RHINOBOND tool -45.0
B,Grade 33 steel layers,any combination.Note A. Rhinoeond Treadsafe Plate-TPO Note B per manufacturer's instructions.
Min.22 ga.,type Min.1-inch thick,one or more Mule-Hide EHD Fastener and 1 per 4 ft'(8 per 4 x 8 ft board) Mule-Hide TPO-c bonded to RhlnDBond Plate-TPO or
SC-43 B Grade 33 steel layers,any combination.Note A. Rhinollond Plate-TPO or Per FM Loss Prevention Data Sheet 1-29; RhinoBond Treadsafe Plate-TPO with RHINOBOND tool -52S
Rhino8ond Treadsafe Plate-TPO Note B per manufacturer's instructions.
Min.22 ga.,type Min.1-inch thick,one or more
Mule-Hide EHD Fastener and 1 per 4 ftz(8 per 4 x 8 ft board) Mule-Hide TPO-c bonded to RhinoBond Plate-TPO or
SC-44 B Grade 80 steel layers,any combination.Note A,; RhinoBond Plate-TPO or Per FM Loss Prevention Data Sheet 1-29; RhinoBond Treadsafe Plate-TPO with RHINOBOND tool -60.0
RhinoBond Treadsafe Plate-TPO Note B per manufacturer's instructions.
Min.22 ga.,type Min.1.5-Inch thick,one or more Mule-Hide EHD Fastener and 1 per 2 ft'(16 per 4 x 8 It board) Mule-Hide TPO-c bonded to RhinoBond Plate-TPO or
SC-45 B Grade 33 steel layers,any combination.Note C. RhinoBond Plate-TPO or Per FM Loss Prevention Data Sheet 1-29 RhinoBond Treadsafe Plate-TPO with RHINOBOND tool -975
RhinoBond Treadsafe Plate-TPO per manufacturer's Instructions.
Min.1.5-inch thick,one or more Mule-Hide EHD Fastener and Mule-Hide TPO-c(minimum 60 mil)bonded to
SC-06 Min.22 ga.,type layers,any combination,prelim RhinoBond Plate-TPO or 12-inch o.c,in rows 120 inch o.c. RhinoBond Plate-TPO or RhinoBond Treadsafe Plate- -30.0
B,Grade 80 steel TPO with RHINOBOND tool per manufacturers
attach(Note 14) RhinoBond Treadsafe Plate-TPO
Instructions.
Min.22 ga.,type Min.1.5-inch thick,one or more Mule-Hide EHD Fastener and Mule-Hide TPO-c bonded to RhinoBond Plate-TPO or
SC-47 layers,any combination,prelim RhinoBond Plate-TPO or 6-inch o.c.in rows 120-inch o.c. RhinoBond Treadsafe Plate-TPO with RHINOBOND tool -37.5
B,Grade 80 steel attach(Note 14) RhinoBond Treadsafe Plate-TPO per manufacturer's instructions.
Min.22 ga.,type Min.1.5-Inch thick,one or more Mule-Hide EHD Fastener and Mule-Hide TPO-c bonded to RhinoBond Plate-TPO or
SC-48 B Grade 80 steel layers,any combination,prelim RhinoBond Plate-TPO or 12-inch o.c.in rows 60-inch o.c. RhinoBond Treadsafe Plate-TPO with RHINOBOND tool -37.5
attach(Note 14) RhinoBond Treadsafe Plate-TPO per manufacturers Instructions.
Min.1.5-Inch thick,one or more Mule-Hide EHD Fastener and Mule-Hide TPO-c(minimum 60-mil)bonded to
SC-49 Min.22 ga.,type layers,any combination,prelim RhinoBond Plate-TPO or 12-inch D.c.in rows 60-Inch o.c. RhinoBond Plate-TPO or Rhinollond Treadsafe Plate- 45.0
B,Grade 80 steel attach(Note 14) RhinoBond Treadsafe Plate-TPO TPO with RHINOBOND tool per manufacturers
Instructions.
Min.1.5-inch thick,one or more Mule-Hide EHD Fastener and Mule-Hide TPO-c(minimum 60-mil)bonded to
Min.22 ga.,type RhinoBond Plate-TPO or RhinoBond Treadsafe Plate-
5C-SD layers,any combination,prelim RhinoBond Plate-TPO or 6-Inch o.c in rows 120-Inch o.c. -52.5
B,Grade 80 steel attach(Note 14) RhinoBond Treadsafe Plate-TPO TPO with RHINOBOND tool per manufacturers
instructions.
Min.22 ga.,type Min.1.5-inch thick,one or more Mule-Hide EHD Fastener and Mule-Hide TPO-c bonded to RhinoBond Plate•TPO or
SC-51 layers,any combination,prelim RhinoBond Plate-TPO or 6-inch o.c.In rows 60-inch o.c. Rhinaeond Treadsafe Plate-TPO with RHINOBOND tool -67.5
B,GradE 80 steel attach(Note 14) RhinoBond Treadsafe Plate-TPO per manufacturer's instructions.
Notes: A. For these assemblies,the 8 ft insulation board length Is placed perpendicular to the steel deck ribs.
B. The plate/fastener combination offset 12 Inch from adjacent rows.
C. For these assemblies,the 8 ft insulation board length is placed perpendicular to the steel deck ribs and each row of Insulation is staggered by 1 foot.
Exterior Research and Design,I.I.C.d/b/a Trinity)ERD Evaluation Report M15060.06.09-114 for FL12772-R4
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION;Mule-Hide TPO-c Single Ply Roof Systems Revision 4:04/03/2017
Prepared by, Robert Nieminen,PE-S9166 Mule-Hide Products Co.,Inc.;(608)365-3111 Appendix 1,Page 10 of 26
TRIN11W ERD
TABLE 2D: STEEL or STRUCTURAL CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tear-OM or RECOVER
SYSTEM TYPE D-1: INSULATED,MECHANICALLY ATTACHED ROOF COVER
System Insulation Layer(Note 14) Roof Cover MOP
No. Rool'Deck Type Attach Membrane Fasteners Fastener Spacing L (P
Lap Width Lap Spacing Seam Weld sf)
(inch) (inch) (inch) (inch)
Min.22 ga.,type B,Grade Min.1.5-inch,one or Prelim. Mule-Hide TPO-c Mule-Hide END Fastener and Mule Hide SC-52 80 steel more layers,any attach or TPO-c EXTRA 2.4"Seam Plate 5.5 66.5 1.5 -30.0
combination
Min.22 ga.,type B,Grade Min.1.5-inch,one or Prelim. Mule-HideTPO-c Mule-Hide END Fastener(steel only)or 0.0
SC-53 33 steel or min.2,500 psi more layers,any attach or TPO-c EXTRA HOP Fastener(concrete only)and Mule- 12 5.5 138.5 1.5 -3
structural concrete combination Hide 2.4"Seam Plate
Min.22 ga.,type B,Grade Min.1.5-Inch,one or Prelim. Mule-HideTPO_c Mule-Hide END Fastener(steel only)or
SC-54 33 steel or min.2,500 psi more layers,any attach or TPO-c EXTRA HDP Fastener(concrete only)and Mule- 12 5.5 91 1.5 -30.0
structural concrete combination Hide 2.4'Seam Plate
Min.22 ga.,type B,Grade Min.1-Inch,one or
33 steel,6 it span,5/8" more layers,any
SC-55 diameter puddle welds 6" combination(optional Prelim. Mule-HideTPO-c Mule-Hide END Plus Fasteners and 12 5.5 90.5 I.S -30.0
o.c.,side laps secured 24" for recover)followed attach or TPO-c EXTRA Mule-Hide 2.4*PLUS Seam Plate
o.c.w/Y."-14x1"long self- by 3/8-inch Insulfriam
tapping hex-head screw R-Tech EPS or Fart-Fold
Min.22 ga,type B,Grade
33 steel,6 it span,5/9" Min,1-Inch,one or Mule-Hide -c
SC-56 diameter puddle welds 6" more layers,any Prelim. (min.nominal 60- Mule-Hide END Plus Fasteners and 22 5.5 90.5 1.5 -37.5
o.c.,side laps secured 24' combination Attach mil)orTPO-c Mule-Hide 2_4'PLUS Seam Plate
o.c.w/%"-144!"long self- EXTRA
tapping hex-head screw
Min.22 ga.,type B,Grade Min.1.5-inch,one or Prelim. Mule-Hide Mule-Hide END Fastener(steel only)or
SC-57 80 steel or min.2,500 psi more layers,any attach or TPO-c EXTRA HDP Fastener(concrete only)and Mule- 12 5.5 115 1.5 -37.5
structural concrete combination Hide 2.4"Seam Plate
Min.22 ga,type B,Grade
33 steel,6 it span,S/8' Min.1-inch,one or
SC-58 diameter puddle welds 6" more layers,any Prelim, Mule-HideTPO-c Mule-Hide END Fastener and Mule-Hide 6 5.5 138.5 1.5 -45.0
o.c.,side laps secured 24" combination attach or TPO-c EXTRA 2.4"Seam Plate
o.c.w/%"-14x1"long self-
tapping hex-head screw
Mule-Hide END Plus Fastener and
Min.22 ga.,type III Grade Min.1.5-Inch,one or Prelim. Mule-H ide TPO-c Mule-Hide 2.4" PLUS Seam Plate(steel
SC-59 80 steel or min.2,500 psi more layers,any attach or TPO-c EXTRA only)or HOP Fastener and Mule-Hide 12 5.5 115 1.5 -45.0
structural concrete combination 2-4"Seam Plates
Min.18 ga.,type B,Grade Min.1.5-Inch,one or Prelim. Mule-HideTPO-c Mule-Hide END Fasteners(steel only)or
SC-60 33 steel or min.2,500 psi more layers,any EXTRA HOP Fastener(concrete only)and Mule- 12 5.5 lis 1.5 -45.0
structural concrete I combination attach or TPO-c Hide 2W'Seam Plates
Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report MI5060.06.09-R4 for FLI2772-R4
Certificate of Authorization#9503 FOC NOW-HVI4Z EVALUATION,Mule-Hide TPO-c Single Ply Roof Systems Revision 4-04/03/2017
Prepared by: Robert Nieminen,PE-59266 Mule-Hide Products Co.,Inc.;(608)355-3111 Appendix 2,Page 11 of 26
Il Il FATTY ERD
TABLE 2D:STEEL or STRUCTURAL CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE D-1: INSULATED,MECHANICALLY ATTACHED ROOF COVER
Insulation tayer(Note 141 Roof Cover
System DP
Roof Dedc Type Attach Membrane Fasteners FastenerSpacing Lap width Lap spacing Scam Weld M
(inch) (inch) (inch) (inch)
Min,22 ga.,type B,Grade
33 steel,6 ft span,5/8" Mule-Hide TPO-c
Min.1-inch,one or
diameter puddle welds 6" Prelim, (min.nominal 60- Mute-Hide EHD Fastener and Mule-Hide
SC-fii o.c.,side taps secured 24" more layers,any attach mll)or TPO-c 2.4"Seam Plate 6 5,5 114.5 1.5 45.0
o.c.w/%'"-14x1"long self- combination EXTRA
tapping hex-head screw
Min.22 ga.,type B,Grade Min.1.5-inch,one or Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener(steel only)or
SC-62 80 steel or min.2,500 psi more layers,any HDP Fastener(concrete only)and Mule- 12 S.5 114.5 1.5 -45.0
structural concrete combination attach orTPO c EXTRA Hide 2.4"Seam Plate
Min.22 Mule-Hide END Plus Fasteners and
ga,type B,Grade more layers,
,one or Prelim. Mute-Hide TPO-c Mule-Hide 2.4"PLUS Seam Plate(steel
SC-63 structural
steel l min.2,500 psi more layers,any attach or TPO-c EXTRA only)or HDP Fastener and Mule-Hide 12 5.5 91 1.5 45.0
structural concrete combination 2.4"Seam Plates
Min.22 ga.,type B,Grade Min.1.5-inch,one or Mule-Hide EHD Fastener(steel only)or
SC-64 80 steel or min.2,50D psi more layers,any Prelim. or TPOide EXTRA
HDP Fastener(concrete only)and Mule- 12 SS 91 1.5 -45.0
structurai.concrete combination attach or TPO-c D(TRA Hide 2.4"Seam Plate
Min.22 ga.,type B,Grade
33 steel,6 ft span,5/8' Min.1-inch,one or
diameter puddle welds 6" Prelim. Mute-Hide TPO-c Mute-Hide EHD Fastener and Mule-Hide
SG65 more layers,any o.c.,side laps secured 24" attach or TPO-c EXTRA 2.4"Seam Plate 6 5.5 66,5 1.5 45.0
o.c.w/3V-14x1"long self combination
tapping hex-head screw
Min.22 ga.,type 8,Grade
33 steel,6 it span,5/8" Mule-Hide TPD-c
diameter puddle welds 6" Min.1-inch,one or Prelim. (min.nominal 60- Mule-Hide EHD Plus Fasteners and
SC 66 o.c.,side laps secured 24" more layers,any attach mil)or TPO-c Mule-Hide 2.4"PLUS Seam Plate 6 S.5 114.5 1.5 -52.5
o.c.w/Y<"-14x1"long self Combination EXTRA
tapping hex-head screw
Min.22 ga.,type B,Grade Min.1.5-inch,one or Prelim. Mute-Hide TPO-c Mule-Hide EHD Fastener(steel only)or
SC 67 33 steel or min.2,500 psi more layers,any HDP Fastener(concrete only)and Mule- 6 5.5 138.5 1.5 -52.5
structural concrete combination attach or7P4-c EXTRA Hide 2.4"Seam Plate
Min.22 ga.,type B,Grade Min.1.5-inch,one or Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener(steel only)or
SC-68 33 steel or min.2,500 psi more layers,any HDP Fastener(concrete only)and Mule- 6 5.5 91 1.5 52,5
structural concrete combination attach or TPO-c EXTRA Hide 2.4"Seam Plate
Exterior Research and Design,LLC.d/b/a Trinity(ERD Evaluation Report M15060.06.09-114 for FL32772-R4
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION;Mule-Hide TPO-c Single Phr Roof Systems Revision 4:04/03/2017
Prepared by. Robert Nieminen,PE-S9166 Mule-Hide Products Co.,inc.;(608)365-3111 Appendix 1,Page 12 of 26
TABLE 2D: STEEL or STRUCTURAL CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE D-1: INSULATED,MECHANICALLY ATTACHED ROOF COVER
Insulation layer(Note 14) Roof Cover MDP
System No. Roof Deck Type Attach Membrane Fasteners Fastener spacing Lap Width Lap Spacing Seam Weld
(inch) (inch) (inch) (Inch)
Min.22 ga.,type B,Grade
33 steel,6 ft span,5/6" Min.1-inch,one or
diameter puddle welds 6" Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener and Mule-Hide
SC-69 o combination.c.,side laps secured 24" more layers,any attach or TPO-c EXTRA 2.4"Seam Plate 6 5.5 90.5 1.5 52.5
a.c w/'/<"-14x1"long self-
tapping hex-head screw
Min.22 ga.,type B,Grade Min.1.5-inch,one or Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener(steel only)or
SC-70 33 steel or min.2,500 psi more layers,any HDP Fastener(concrete only)and Mule- 12 5.5 42.5 1.5 -52.5
structural concrete combination attach or TPO c EXTRA Hide 2.4"Seam Plate
Min.22 ga.,type B,Grade Min.1-inch,one or
33 steel,6 ft span,5/8' more layers,any
SC-71 diameter puddle welds 6' combination(optional Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener and Mule-Hide 6 5.5 138.5 1.5 -60.0
mc.,side laps secured 24" for recover)followed attach or TPO-c EXTRA 2.4"Seam Plate
o.c.w/Y."-14x1"long self- by 3/8-Inch Insulfoam
tapping hex-head screw, R-Tech EPS or Fan-Fold
Min.22 ga.,type B,Grade Min.1.5-inch,one or Mule Hide EHD Plus Fasteners and
SC-72 33 steel or min.2,500 psi more layers,any Prelim. Mule-Hide TPO-c Mule-Hide 2.4'PLUS Seam Plate(steel 6 5.5 198.5 1.5 -60.0
structural concrete combination attach orTPO-c EXTRA only)or HDP Fastener and Mule-Hide
2.4"Seam Plates
Min.22 ga.,type B,Grade Min.1-5-inch,one or Mule-Hide EHD Fastener(steel only)or
SC-73 80 steel or min.2,500 psi more layers,any Prelim. or TPO-c EXTRA
HDP Fastener(concrete only)and Mule- 6 5.5 138.5 1.5 -60.0
structural concrete combination attach or TPO-c EXTRA Hide 2.4"Seam Plate
Min.1.5-inch,one or
Min.22 ga.,type B,Grade more layers,any Loose Mule-HideTPO-c Mule-Hide EHD Fastener(steel only)or
SC-74 33 steel or min.2,500 psi combination followed HDP Fastener(concrete only)and Mule- 6 5.5 91 1.5 -60.0
structural concrete by 3/8-inch Insulfoam laid or TPO-c EXTRA HDP
2.4"Seam Plate
R-Tech EPS
Min.22 ga.,type B,Grade Min.LS-inch,one or prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener(steel only)or
SC-75 33 steel or min.2,500 psi more layers,any attach or TPD-c EXTRA HDP Fastener(concrete only)and Mule- 12 5.5 54.5 1.5 -60.0
structural concrete combination Hide 2.4"Seam Plate
Min.22 ga.,type B,Grade Min.LS-inch,one or Prelim. Mule-HIdeTPO-c Mule-Hide EHD Fastener(steel only)or
SC-76 33 steel or min.2,500 psi more layers,any HDP Fastener(concrete only)and Mule- 6 5.5 90.5 1.5 -67.5
structural concrete combination attach or TPO-c EXTRA Hide 2.4"Seam Plate
Min.22 ga.,type B,Grade Min.1.5-inch,one or Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener(steel only)or
SC-77 80 steel or min.2,500 psi more layersi any HDP Fastener(concrete only)and Mule- 9 5.5 54.5 1.5 -75.0
structural concrete combination attach or TPD•c EXTRA Hide 2.4"Seam Plate
Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report M15060.06.09-R4 for F1.32772-114
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION;Mule-Hide TPD-c Single Ply Roof Systems Revision 4:04/03/2017
Prepared by: Robert Nieminen,PE-59166 Mule-Hide Products Co.,Inc;(608)365-3111 Appendix 1,Page 13 of 26
TABLE 21): STEEL or STRUCTURAL CONCRETE DECKS—NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE D-1: INSULATED,MECHANICALLY ATTACHED ROOF COVER
insulation Layer(Note 14) Roof Cover MOP
System Roof peck Fastener Spacing Lap Width lap Spacing Seam Weld
No. Type Attach Membrane Fasteners (Psi)
(inch) (inch) (inch) (inch)
Min.22 ga.,type B,Grade Min.S.S-inch,one or Mute Hide EHD Fastener(steel only)or
SC-78 33 steel or min.2,500 psi more layers,any Prelim. Mute-Hide RA HDP Fastener(concrete only)and Mule- 6 5.5 42.S 1.5 -82.5
structural concrete combination attach or TPO c EXTRA Hide 2.4"Seam Plate
Min.22 ga.,type B Grade Min.1.5-inch,one or prelim. Mule-Hide TPO-c Mule-Elide EHD Fastener(steel only)or
SC-79 80 steel or min.2,500 psi more layers,any HOP Fastener(concrete only)and Mule- 6 5.5 54S 1.5 -90.0
structural concrete combination attach or TPO-c EXTRA Hide 2.4"Seam Plate
one or Min.1.5-Inch,Min.22 ga.,type 8,Grade Prelim. Mule-Hide TPO-c Mute-Hide EHD Fastener and Mute-Hide
SC-80 80 steel more layers,any attach or TPO-c EXTRA 2.e Seam Plate 6 5.5 42.5 1.5 -112.5
combination
Exterior Research and Design,U.C.d/b/a Trinity(EWD Evaluation Report M35060.06.09-R4 for F1.12772-114
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION,Mule-Hide TPtt-c Single Ph)Roof Systems Revision 4:04/03/2017
Prepared by: Robert Nleminen,PE-59166 Mule-Hide Products Co.,Inc.;(608)3653111 Appendix 1,Page 14 of 26
TRINITY ERD
TABLE 2E:STEEL or STRUCTURAL CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE 0-2: INSULATED,MECHANICALLY ATTACHED ROOF COVER(RUSS Strips)
System Insulation Roof Cover MDP
Deck
No. Type Attach membrane Fasteners Attachment (Psf)
Min.22 ga,type B, One or more Mule-Hide Mule-Hide EHD Fastener(steel TPO I&Jnch Pressure-Sensitive RUSS strips are applied overthe insulation
SC-81 Grade 80 steel or min. layers, Prelim. TPO-corTPO-c only)or HOP Fastener(concrete spaced 138-inch oc.The plates are centered over each strip and fastened 6- -30.0
2,500 psi structural combi any nation attached EXTRA only)and Mule-Hide 2.,V Seem inch o.c. Roof cover adhereilto each strip by first priming with TPO Tape
I concrete Plates Primer at the strip location,then rolling Into place with a hand roller,
Min.22 ga.,type B, One or more Mule-Hide Mule-Hide EHD Fastener(steel TPO 10-finch Pressure-Sensitive RUSS strips are applied over the Insulation
SC-82 Grade 80 steel or min. layers,any Prelim. TPO-corTPO-c: only)or HDP Fastener(concrete spaced 114-inch o.c.The plates are centered over each strip and fastened 6- -45.0
2,500 psi structural combination attached EXTRA only)and Mule-Hide 2.4"Seam inch o.c. Roof cover adhered to each strip by first priming with TPO Tape
concrete Plates Primer at the strip location,then rolling into place With a hand roller.
Min.22 ga.,type B, One or more Mule-Hide Mule-Hide EHD Fastener(steel TPO 10-inch Pressure-Sensitive RUSS strips are applied over the insulation
SC-93 Grade 80 steel or min. layers,any Prelim. TPO-c or TPO-c only)or HDP Fastener(concrete spaced 90-inch o.c.The plates are centered over each strip and fastened 6- -52.5
2,S00 psi structural combination attached EXTRA only)and Mule-Hide 2.4"Seam inch o.c. Roof cover adhered to each strip by first priming with TPO Tape
concrete Plates Primer at the strip location,then rIlling Into place with a hand roller,
Min.22 1 ila..type 13, One or more Mule-Hide
,SC Mule-Hide EHD Fastener(steel TPO 10-Inch Pressure-Sensitive RUSS strips are applied over the Insulation Grade 80 steel or min, layers,any TPO-c or 0 Prelim. -c only)or HDP Fastener(concrete spaced 120-inch o.c The plates are centered over each strip and fastened 6-
-60.0
2,500 psi structural combination attached EXTRA only)and Mule-Hide 2.4"Seam inch o.c. Roof cover adhered to eath strip by first priming with HP-25D
concrete Notes Primer at the strip location,then rolling into place with a hand roller,
Min.22 ga.,type B. One or more ule-Hid Mule-Hide EHD Fastener(steel TPO 10-inch Pressure-Sensitive RUSS strips are applied over the insulation
SC-85 Grade 80 steel or min. layers,any Prelim, TPO-c or PO-c only)or HDP Fastener(concrete spaced 60-inch o.c.The plates are centered over each strip and fastened 12- -60.0
2,500 psi structural combination attached EXTRA only)and Mule-Hide 2.4"Seam inch o.c. Roof cover adhered to eath strip by first priming with HP-250
concrete plates Primer at the strip location,then rolling into place with a hand roller.
Eiderlor Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report M15060.06.09-R4 for FL12772-114
Certificate of Authorization#9503 FOC NON-HVHZ EVALUATION;Mule-HIde TPO-c Single PIV Roof Systems Revision 4:04/03/2017
Prepared by. Robert Nleminen,PE-59166 Mule-Hide Products Co.,Inc.;(608)365-3111 Appendix 1,Page 15 of 26
TABLE 3A:STRUCTURAL CONCRL-rt DECKS—NEW CONSTRUCnoW oR REROOF(TTt AR-OFF)
SYSTEM TYPE A-1:BONDED INSULATION,BONDED ROOF COVER
REFER TO NOTE 19 FOR VAPOR BARRIER OPTLot45
System Roof Deck Base Insulation Layer top insulation Layer Roof Cover(Note 16) MDP
No. (Note 1) Type Attach Type Attach Membrane Appllcation (ps"
MULE-HmE TP0-c APPUCATIoras:
Min.2500 psi (Optional)Min.1.5-inch Poly ISO 1,H-Shield,
C-1' structural concrete Polyiso HP-H,Poly ISO 2,ACFoam II,H-Shield HELIX Min.0.25-inch Dens Deck Prime HELIX Mule-Hide TPO-c Aqua Base 120 BA -127.5
CG,SecurShield
C 2 Min.2,500 psi Min.1.5-inch Poly ISO 1,H-Shield,Polyiso HP-H,structural concrete Poly ISO 2,ACFoam II,H-Shield CG,SecurShield HELIX (Optional)Additional layers of base insulation HELIX Mule-Hide TPO-c Aqua Base 120 BA -127.5
Min.2,500 psi (Optional)Min.1.5-inch Poly ISO 7.,H-Shleld,
C-3' structural concrete Polyiso HP-H,Poly 150 2,ACFoam II,H-Shield HELIX Min.0.25-inch Dens Deck Prime HELIX Mule-HIdeTPO-c TPO-c BA -195.0
CG,SecurShield
Min.2,500 psi (Optional)Min.1.5-inch Poly ISO 1,H-Shield,
C-4. Polyiso HP-H,Poly ISO 2,ACFoam II,H-Shield HELIX Min.0.25-Inch Dens Deck Prime or SECUROCK TPO-c BA or Aqua
structural concrete CG,SecurShield Gypsum-Fiber Roof Board HELIX Mule Hide TPO-c Base 120 BA -195.0
5. Min.2,500 psi Min.1S-inch Poly ISO 1,H-Shield,Polyiso HP-H,structural concrete poly ISO 2,ACFoam HELIX II,H-Shield CG,SecurShield (Optional)Additional layers of base insulation HELIX Mule-Hide TPO-C TPO-c BA -232.5
C 6 Min.2,500 psi Min.1.5-inch ACFoam 11,H-Shield,ENRGY 3 or CR-20 (Optional)Additional layers of base insulation CR-20 Mule-Hide TPO-c Aqua Base 120 BA 127.5
structural concrete Poly ISO 1,Poly ISO 2 q
C Min.2,500 psi (Optional)Min.1.S-inch ACFoam 11,H-Shield,
structural concrete ENRGY 3 or Poly ISO 1,Poly ISO 2 CR-20 Min.Y-inch Dens Deck or Dens peck Prime CR-20 Mule-Hide TPO-c Aqua Base 120 BA -127.5
C B Min.2,50D psi Min.1.5-inch ACFoam 11,H-Shleld,ENRGY 3 or
structural concrete Poly ISO 1,Poly ISO 2 CR-20 (Optional)Additional layers of base insulation CR-20 Mule-Hide TPO-c TPO-c BA -2325
C 9 Min.2,500 psi (Optional)Min.1.5-inch ACFoam It,H-Shleld, CR-20 Min.!/,Inch Dens Deck or Dens Deck Prime CR-20 Mule-Hide TP0 c TPO c BA 2g2,5
structural concrete ENRGY 3 or Poly ISO 1,Poly ISO 2
C_10 Min.2,500 psi Min.1.5-inch Poly ISO 1,H Shield,H-Shield CG OB500 Min.0.25-inch SECUROCK Gypsum-Fiber Roof
structural concrete Board 011500 Mule-Hide TPO-c TP0-c BA -12MO
C 1L Min.2,500 psi Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or 0650p
structural concrete Poly ISO 1,Poly 150 2 (Optional)Additional layers of base insulation OB500 Mule-Hide TPO-c Aqua Base 120 BA -1275
C_12, Min.2,S00 psi (Optional)Min.1.5-inch ACFoam 11,H Shleld,
structural concrete ENRGY 3 or Poly ISO 1,Poly ISO 2 06500 Min.Y-inch Dens Deck or Dens Deck Prime OB500 Mule-Hide TPO-c Aqua Base 120 BA -127.5
C-13. Min.2,500 psi Min.1.54nch ACFoam 11,H-Shield,ENRGY 3 or OB500 (Optional)Additional layers of base insulation OBSOQ Mule Hide TP0-c TPO c BA 150.0
structural concrete Poly ISO 1,Poly 150 2
C-14 Min.2,500 psi (Optional)Min.1.5-inch ACFoam II,H-Shield,
structural concrete ENRGY 3 or Poly ISO 1,Poly ISO 2 OBSOO Min.Ya inch Dens Deck or Dens Deck Prime OB500 Mule-Hide TPO-c TPO-c BA -150.0
C 15 Min.2,500 psi Min.2-inch Poly 1501,H-Shield,H-Shield CG OB500 Min.0.25-Inch SECUROCK Gypsum-Fiber Roof TPO-c BA or Aqua
structural concrete Board OB500 Mule Hide TPO c Base 120 BA -247.S
MULE-HIDE TPO-C FLEECE BACK APPLICAnoNS:
Exterior Research and Design,I.I.C.d/b/a Trinity(ERD Evaluation Report M35060.06.09-R4 for F1.12772-114
Certificate of Authorization 119503 FBC NON-HVHZ EVALL1AVOIN;Mule-tilde TPO-c Single Ply Roof Systems Revision 4:04/03/2017
Prepared by:Robert Meminen,PE-59166 Mule-Hide Products Co.,Inc.;(608)365-3111 Appendix 1,Page 16 of 26
U RN 11 9 ER®
TABLE 3A:STRUCTURAL CONCRETE DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE A-1:BONbED INSULATION,BONDED ROOF COVER
REFER TO NOTE 19 FOR VAPOR BARRIER OPTIONS
System Roof Deck Base Insulation Layer Top Insulation Layer Roof Cover(Note 16) MDP
No. (Note i) Type Attach Type Attach Membrane Application (Ps)
C-16. Min.2,S00 psi Min.15-inch Poly ISO 1,H-Shield,Polyiso HP-H, HELIX Min.0.5-inch Poly ISO 1-HD,H-Shield HD, HELIX Mule-HideTPO-c HELIX(FULL) -165.0
structural concrete Poly ISO 2,ACFoam 11,H-Shield CG,SecurShield SeturShield HD Plus Fleece Back
Min,0.2S-Inch Dens Deck Prime,DEXcell FA Glass
C-17. Min.structural
psi Polyn.IS 5-inch Poly ISO 1,H-Shield,Polyiso hleldHP-H HELIX Met Roof Board,SECUROCK Gypsum-Fiber Roof HELIX Fleece ac TPO c HELIX(FULL) -195.0
structural concrete Poly I50 2,ACFoam II,H-Shield CG,SecurShield Board or min.7/16-inch DEXcell Cement Roof Board Fleece Back
Min.2,500 psi Min.1.5-inch Poly ISO 1,H-Shleld,Polyiso HP-H, Mule-Hide TPO-c
structural concrete Poly ISO 2,ACFoam 11,H-Shield CG,SecurShield HELIX (Optional)Additional layers of base insulation HELIX Fleece Back HELIX(FULL) -322.5
MULE-HIDESA TPOAPP,ucA'nous:
C Min.2,500 psi (Optional)One or more layers,min.1-inch HELIX,4 Min.2-inch Insulfoam SP HELIX,4 Mule Hide SA- Self-adhered -315.0
structural concrete Insulfoam I,II,IX,VIII,XIV orXV Inch o.c. Inch o.c. TPO
TABLE 36: STRUCTURAL CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tear-Oft)or RECOVER
SYSTEM TYPE C-2: MECHANICALLY ATTACHED INSULATION,PLATE-BONDED ROOF COVER
System Deck Insulation Layer Attachment Roof Cover MOP
No. (Note i) Fasteners Density (Psf)
Min.2,500 1 per 5.33 ftr Mule-Hide TPO-c bonded to RhinoBond Plate-TPO or
C-20. psi structural Min.1-inch thick,one or more Mule-Hide DHP Fastener and RhinoBond Plate (6 parts per 4 x 8 ft board) RhinoBond Treadsafe Plate-TPO with RHINOBOND tool -45.0
concrete layers,any combination. -TPO or RhinoBond Treadsafe Plate-TPO Per FM Loss Prevention Data per manufacturer's Instructions.
Sheet 1-29;Note A
1 per 4 f:2
Min.2,500 Mule-Hide TPO-t bonded to RhlnoBond Plate-TPO or
C-21. psi structural Min.i-inch thick,one or more Mule-Hide DHP Fastener and RhinoBond Plate (8 parts per 4 x 6 ft board) RhinoBond Treadsafe Plate-TPO with RHINOBOND tool -60.0
concrete layers,any combination. -TPO or RhlnoBond Treadsafe Plate-TPO Per FM Loss Prevention Data per manufacturer's Instructions.
Sheet 1-29;Note A
1 per 2 ft'Min.2,500 Mule-HideTPO-c bonded to RhinoBond Plate-TPO or
C-22. psi structural Min.1.5-inch thick,one or more Mule-Hide DHP Fastener and RhinoBond Plate (16 parts per 4 x 8 ft board) RhinoBond Treadsafe Plate-TPO with RHINOBOND tool -97.5
concrete layers,any combination. Note B. -TPO or RhinoBond Treadsafe Plate-TPO Per FM Loss Prevention Data per manufacturer's instructions.
Sheet 1.29
Min.2,500 Min.1.5-inch thick,one or more Mule Hide DHP Fastener and RhinoBond Plate Mule-Hide TPO-c(minimum 60-mil)bonded to RhinoBond
C-23. psi structural layers,any combination,prelim 12-Inch o.c.in rows 120-inch o.c. Plate-TPO or RhinoBond Treadsafe Plate-TPO with -30.0
concrete attach(Nate 14) -TPO or RhinoBond Treadsafe Plate-TPO RHINOBOND tool per manufacturer's instructions.
Min.2,500 Min.1.5-inch thick,one or more Mule-Hide DHP Fastener and RhinoOond Plate Mule-Hide TPO-c bonded to RhinoBond Plate-TPO or
C-24. psi structural layers,any combination,prelim 6-inch o.c.in rows 120-Inch o.c. RhlnoBond Treadsafe Plate-TPO with RHINOBOND tool -37.5
concrete attach(Note 14) TPO or RhinoBond Treadsafe Plate-TPO per manufacturer's instructions.
E1denor Research and Design,I.I.C.d/b/a Trinity(ERD Evaluation Report M15060.06.09-R4 for FL32772-R4
Certificate of Authorization 89503 FBC NON-HVH2 EVALUATION;Mule-Hide TPO-c Single Ply Roof Systems Revision 4:04/03/2017
Prepared by: Robert Nieminen,PE-59166 Mule-Hide Products Co.,Inc;(608)36S-3111 Appendix 1,Page 17 of 26
TABLE 3B: STRUCTURAL CONCRETE DECI(S-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE C-2: MECHANICALLY ATTACHED INSULATION,PLATE-BONDED ROOF COVER
System Deck Insulation Layer Attachment Roof Cover MDP
No. (Note 1) Fasteners Density (Pso
Min.2,500 Min.1.54nch thick,one or more Mule-Hide DHP Fastener and RhinoBond Plate Mule-Hide TPC-c bonded to RhinoBond Plate-TPO or
C-25. psi structural layers,any combination,prelim 12-inch o.c.in rows 60-inch o.c. RhinoBond Treadsafe Plate-TPO with RHINOBOND tool -37.5
concrete attach(Note 14) TPO or RhinoBond Treadsafe Plate-TPO per manufacturers Instructions.
Min.2,500 Min.1.5-inch thick,one or more Mule-HideTPO•c(minimum 6D-mil)bonded to RhinoBond
C-26. psi structural layers,any combination,prelim Mule Hide DHP Fastener and RhinoBond Plate 12-Inch o.c.in rows 60-inch o.c. Plate-TPO or RhinoBond Treadsafe Plate-TPO With -45.0
concrete attach(Note 14) -TPO or RhinoBond Treadsafe Plate-TPO RHINOBOND tool per manufacturer's instruction$.
Min.2,500 Min.1.5-inch thick,one or more Mule-Hide DHP Fastener and RhinoBond Plate Mule-Hide TPO•c(minimum 60-mil)bonded to RhinoBond
C-27. psi structural layers,any combination,prelim 6-inch o.c.in row$120-inch o.c. Plate-TPO or RhlnoBond Treadsafe Plate-TPO With -52.5
concrete attach(Note 14) -TPO or RhlnoBond Treadsafe Plate-TPO RHINOBOND tool per manufacturers instructions.
Min.2,500 Min.1.5-Inch thick,one or more Mule-Hide DHP Fastener and Rhinol3ond Plate Mule-Hide TPO-c bonded to RhinoBond Plate-TPO or
C-28. psi structural layers,any combination,prelim TPO or RhinoBond Treadsafe Plate-TPO 6-inch o.c.In rows 60-inch o.c. RhlnoBond Treadsafe Plate-TPO with RHINOBOND tool -67.5
concrete attach(Note 14) per manufacturers Instructions.
Notes: A. The plate/fastener combination offset 12 inch from adjacent rows.
B. For these assemblies each row of insulation Is staggered by 1 foot.
TABLE SC:STRUCTURAL CONCRETE DECKS—NEW CONSTRUCTIONy oR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Deck Primer Roof Cover MDP(psf)
No. Type Attach
C-29. Structural concrete None Mule-Hide SA TPO Self-adhered -425.0
Exterior Research and Design,I.I.C.d/b/a Trinity(ERD Evaluation Report M15060.06.09-R4 for FL32772-R4
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION;Mule-Hide TPO-c Single Ply Roof Systems Revision 4:04/03/2017
Prepared by: Robert Nieminen,PE-59166 Mule-Hide Products Co.,Inc.;(608)365-3111 Appendix 1,Page 18 of 26
TRNTYER®
TABLE 4A: LIGHTWEIGHT CONCRETE DECKS-NEW CONSTRUCTION or REROOF(Tear-Off)
SYSTEM TYPE A-IA: BONDED INSULATION,BONDED ROOF COVER
System Base Insulation Layet Coverboard P
No. Deck(Note 1) Lightweight Concrete(Note 15) Type Attach Type Attach Roof Cover(Note 16) MD MD
LWC 1 Structural Mih.200 psi,Min.2-inch thick, Min.1-inch Poly ISO 1 or CR-20 (Optional)Additional layers base CR-20 Mule-Hide TPO-c/TPO-c BA -180.0
concrete Elastizell Range II LWIC H-Shield insulation
LWC-2 Structural Min.200 psi,Min.2-Inch thick, Min.1-inch Poly I501 or CR-20 (Optional)Additional layers base CR-20 Mule-Hide TPO-c/TPO-c BA -222.5
concrete Celcore MF Cellular Concrete H-Shleld insulation
LWC-3 Structural Min.200 psi,Min.2-Inch thick, Min.1-inch Poly ISO 1 or CR-20 (Optional)Additional layers base CR-20 Mule-Hide TPO-c/TPO-c BA -240.0
concrete Mearlcrete H-Shield insulation
LWC-4 Structural Min.250 psi,Min.2-Inch thick, Min.1-inch Poly ISO 1 or OB500 (Optional)Additional layers base OB500 Mule-Hide TPO-c TPO-c BA -225.0
concrete Elastizell Range II LWIC H-Shleld insulation
TABLE 48-1. LIGHTWEIGHT CONCRETE OVER STEEL DECK-NEW CONSTRUCTION OR RE-ROOF(TEAR OFF)
SYSTEM TYPE F: NON-INSULATED,BONDED ROOF COVER
Lightweight Concrete(Note 15) Roof Cover(Note 16)
System Deck(Note 1 MOP
No. ) Surface Supplemental Attachment
Type Treatment Type Attach (P�
Fasteners Density
Min.22 ga.,Type B,Grade 33 steel Min.36 pcf wet cast density,min.200 psi,min.2- Mule Hide TPO-c BA or Aqua
LWC-5 at max.6 ft spans attached 6-inch inch thick Celcore MF Cellular Concrete(cast with None None N/A -60.0
O.C. or without min.1"EPS holey board). Note A.
TPO-c Base 120 BA
Min.22 ga.,Type B,Grade 33 steel Min.38 pcf wet cast density,min.200 psi,min.
LWC-6 at max.4 ft spans attached 6-inch 1.625-inch thick Celcore MF Cellular Concrete Celcore PVA None N/A Mule-Hide TPO-c BA -67.5
followed by min.1-inch EPS holey board with min, TPO-c
O.C. 2-0-inch thick top coat. Note A.
Min.22 a.,Type B,Grade 33 steel Min.36 pcf wet cast density,min.200 psi,min.2-
g YP Mule-Hide HDP Fastener Mule-Hide TPO-c BA a Aqua -67.5
LWC-7 at max.6 Itspans 6-inch o.c. Inch thick Celcore MF Cellular Concrete(cast with None with 3"Insulation Plate 1 per 9 ft2 TPO-c Base 120 BA Note B
or without min,I"EPS holey board). Note A.
Min.22 g'a.,Type B,Grade 33 steel Min.36 pcf wet cast density,min.200 psi,min.2-
YP Mule-Hide HDP Fastener 2 Mule-Hide TPO-c BAor Aqua -120.0
LWC-8 at max.6 ft spans 6-inch"o.c. inch thick MF Cellular Concrete(cast with None with 3"Insulation Plate 1 per 1 ft TPO-c Base 120 BA Note B
or without min.min.I"EPS holey board). Note A.
Note A.) If the type of LWC to be used on the project is unknown,as in a re-roof(tear-off)conditloh,compressive strength and fastener withdrawal resistance testing shall be conducted. Compressive strength testing shall
be In accordance with ASTM C495(for new pour)or ASTM C109(for existing)and shall yield a minimum 200 psi result Field withdrawal resistance testing in accordance with TAS 105 or ANSI/SPRi FX-1 and shall yield an
average withdrawal performance not less than 55lbf with a Trufast FM-90 Base Sheet Fastener. if question exists as to the adheslon to the LWC surface,field testing In accordance with ASTM E907 or FM Loss Prevention
Data Sheet 1-29 is recommended.All testing shall be performed by an accredited testing agency acceptable to the Authority Having Juri5dictlon.
Note B.)Linear interpolation between supplemental attachment at 1 per 9 ftz for-67.5 psf and 1 per 1 ft2 for-120.0 psf is Perml5sible. Such Interpolation shall be performed by a qualified design professional to the
satisfaction of the Authority Having Jurisdiction.
Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report M35060.06.09-R4 for FL32772-R4
Certificate of Authorization k9503 FBC NON-HVHZ EVALUATION;Mule-Hide TPO-c Single Ply Roof Systems Revision 4:04/03/2017
Prepared by: Robert Nieminen,PE-59166 Mule-Hide Products Co.,Inc.;(608)365-3111 Appendix 1,Page 19 of 26
TABLE 4B-2: LIGHTWEIGHT CONCRETE OVER STRUCTURAL CONCRETE—NEW CONSTRUCTION
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Roof Cover{Note 16} Mpp
No. Deck(Note 1) Lightweight Concrete(Note 15) Membrane Application (psf)
Min.2,500 psi structural
lWC-9 Min.250 psi,Min,2"thick Elastizell Range it LWIC Mule-Hide TPO-c Aqua Base 120 BA 67.5
concrete
Min.2,500 psi struttural
LWC 10 Min.250 psi,Min.2"thick,Elastizell Range II LWIC(EPS board optional) Mule HideTPO-c TPO-c BA 240.0
concrete
LWC-11 Min.2,500 psi structural Min 300 psi,Min.2"thick,Elastizell Range if LWIC(no EPS board) Mule-Hide TPO-c TPO-c BA -495.0
concrete
LWC-12 Min.2,500 psi structural Min.390 psi,Min.2"thick,Celcore Cellular Concrete Mule-Hide TPO-c Aqua Base 120 BA -82.5
concrete
LWC 13 Min.2,500 psi structural Min.300 psi,Min.2"thick,Celcore Cellular Concrete Mule-Hide TPO-c TPO-c BA -135.0
concrete
LWC-14 Min.2,500 psi structural Min.36 pcf wet cast density,min.200 psi,min.2-inch thick Celcore MF Cellular Concrete(cast with Mule-Hide TPO-c Aqua Base 120 BA -217.5
concrete or without min.1"EPS holey board). Note A.
LWC-15 Min.2,500 psi structural Min.36 pcf wet cast density,coin.200 psi,min.2-inch thick Cetcore MF Cellular Concrete(cast with Mute-Hide TPO-c TPO-c BA A80.0
concrete or without min.r EPS holey board). Note A.
Note A.) if the type of LWC to be used on the project is unknown,as in a re-roof(tear-off)condition,compressive strength and fastener withdrawal resistance testing shall be conducted. Compressive Strength testing shall
be in accordance with ASTM C495(for new pour)or ASTM C109(for existing)and shall yield a minimum 200 psi result. Field withdrawal resistance testing In accordance with TAS 105 or ANSIj5PRI FX-1 and shall yield an
average withdrawal performance not less than S5 lbf with a Tnlfast FM-90 Base Sheet Fastener, if question exists as to the adhesion to the LWC surface,field testing In accordance with ASTM E907 or FM Loss Prevention
Data Sheet 1-291s recommended.All testing shall be performed by an accredited testing agency acceptable to the Authority Having Jurisdiction.
Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report M15060.06.09-R4 for FL12772-R4
Certificate of Authorization#9S03 FBC NON-HVHZ EVALUATION;Mule-Hide TPO-c Single Ply Roof Systems Revision 4:04/03/2017
Prepared by: Robert Nieminen,PE-59166 Mute-Hide Products Co.,Inc.;(604)365-3121 Appendix 1,Page 20 of 26
TMrff ERD
TABLE SA: GYPSUM DECKS—REROOF(Tear-Off)
SYSTEM TYPE A-1:BONDED INSULATION,BONDED ROOF COVER
Sy
m Base Insulation Layer Top Insulation Layer Roof Cover(Note 26) MOP
No. Deck{Hates 1&12} Type Attach Type Attach Type Application (pst)
G-1 Existing sound gypsum or Min.1.5-inch ACFoam II,H-Shleld,ENRGY 3 or Poly ISO 1, CR-20 )Optional)Additional layers CR-20 Mule-Hide TPO-c Aqua Base 120 BA -127.5
gypsum plank Poly ISO 2 of base insulation
G-2. Existing sound gypsum or (Optional)Min,1.5-inch ACFoam R,H-Shield,ENRGY 3 or CR 20 Min.Y.Anch Dens Deck or CR-20 Mule-Hide TPO-c Aqua Base 120 BA -127.5
gypsum plank Poly ISO 1,Poly ISO 2 Dens Deck Prime
G-3. Existing sound gypsum or Min.1.5-inch ACFoam 11,H-Shield,ENRGY 3 or Poly ISO 1, CR-20 (Optional)Additional layers CR-20 Mule-Hide TPO-c TPO-c BA -232.5
gypsum plank Poly ISO 2 of base insulation
GAF Existing sound gypsum or (Optional)Min,1.5-inch ACFoam II,H-Shield,ENRGY 3 or CR-20 Min.Y.-inch Dens Deck or CR-20 Mule-Hide TPO-c TPO-c BA -232.5
gypsum plank Poly ISO 1,Poly ISO 2 Dens Deck Prime
Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report M15060.06.09-R4 for FL12772-R4
Certificate of Authorization#9S03 FBC NON-HVHZ EVALUATION;Mule-Hide TPO-c Single Ply Roof Systems Revision 4:04/03/2017
Prepared by: Robert Nleminen,PE-59166 Mute-Hide Products Co.,Inc.;(608)365-3111 Appendix 1,Page 21 of 26
TABLE 6A: RECOVER APPLICATIONS
SYSTEM TYPE A-1: BOIUDED INSULATION,BONDED ROOF COVER
System substrate Base insulation Layer Top Insulation Layer Roof cover(Note i6) MOP
No. (Notes 1&12) Type Attach Type Attach Type Application (ps"
R-1 Existing asphaltic BUR or Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Poly CR 20 (Optional)Additional layers of base CR-20 Mule-Hide Aqua Base 120 BA -127.5
mineral surface cap sheet ISO 1,Poly ISO 2 insulation TPO-c
Exists asphaltic BUR or Min.X-inch Dens Deck or Dens Deck
R 2 Existing p (Optional)r Poly 15-inch ACFoam II,H-Shield, CR-20 Prime or SECUROCK Gypsum-Fiber CR-20 TPO-c ide Aqua Base 120 BA -127.5
mineral surface cap sheet ENRGY 3 or Poly ISO 1,poly ISO 2 Roof Board TPO-c
R-3 Existing asphaltic BUIt or Min.1.5-inch ACFoam 11,H-Shield,ENRGY 3 or Poly CR-20 (Optional)Additional layers of base CR-20 Mule-Hide TPO-c BA -232.5
mineral surface cap sheet ISO 1,Poly ISO 2 Insulation TPO-c
Existing asphaltic BUR or (Optional)Min.1.5-inch ACFoam 11,H-Shield, Min.X4nch Dens Deck or Dens Deck Mule-Hide
R-4 mineral surface cap sheet ENRGY 3 or Poly ISO 1,Poly ISO 2 CA-20 Prime or SECUROCK Gypsum-Fiber CR-20 TPO-c TPO-c BA -232.5
Roof Board
R-5 Existing asphaltic BUIt or Min.1.5-inch ACFoam 11,H-Shield,ENRGY 3 or Poly 08500 (Optional)Additional layers of base OB500 Mule-Hide TPO-c BA or Aqua Base -120.0
mineral surface cap sheet ISO 1,Poly ISO 2 insulation TPO-c 120 BA
Existing asphaltic BUR or (Optional)Min.1.5-inch ACFoam II,H-Shield, Min.X-inch Dens Deck,Dens Deck Mule-Hide TPO-c BA or
R-6 08500 Prime orSECUROCKGypsum-Fiber OB500 Aqua Base -120.0
mineral surface rap sheet ENRGY 3 or Poly ISO 1,Poly ISO 2 Roof Board TPO-c 120 BA
Exterior Research and Design,U.C.d/b/a Trinity ERD Evaluation Report M15060.06.P9-114 for FL32772-R4
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION;Mule-Hide TPO-c single Ply Roof Systems Revision 4:04/03/2017
Prepared by: Robert Nieminen,PE-59166 Mule-Hide Products Co.,Inc.;(608)365-3111 Appendix 1,Page 22 of 26
TR "CITY ERD
TABLE6B:STEEL-RECOVER
SYSTEM TYPE C-2:PLATE-BONDED ROOF COVER
All areas where the existing metal panels do not lay flush on the underlying puriin shall have a 0.25-inch diameterpltat hole pre-drilled Into the panel prior to driving the Pullin Fastener Into the puriin
system Substrate Insulation Layer Attachment Roof Cover/Adhesive MOP(psf)
No. (Note 1) Fasteners(Note 13) Spacing
Existing standing g min 1 lap seam metal One or more layers,any Mule-Hide Purlin Fastener and Mule-Hide TPO-c(minimum 60-mil)bonded to
roof covers having min.16 gauge 05 in.),
R-7 combination, RhinoBond plate-TPO are fastened 12-inch o.c along purlins RhinoBohrl Plate-TPO with RHINOBONp tool -30.0
inch),el ksi in min.a gauge 70-In h o.36 preliminarily fastened through to purlins per manufacturers Instructions.
ksi steel purlins spared max.120-inch o.c.
Existing standing seam or lap seam metal One or more layers,any Mule-Hide Purlin Fastener and Mule-Hide TPO-c bonded to RhinoBond Plate-
roof covers having min'16 gauge(0.0598
R-8 inch),50 ksi or min.13 gauge(0.105 in.),36 combination, RHINOBONp insulation Plate(TPO) 6-inch o.c along purlins TPO with RHIN0B0N0 tool per manufacturers -37.5
ksi steel purlins spaced max.120-inch o.c. Preliminarily fastened are fastened through to purlins instruetioits.
Existing standing seam or lap seam metal Ope or more layers,any Mule-Hide Purlin Fastener and Mule-Hide TPO-c bonded to RhinoBond Plate-
roof covers having min.16 gauge(0.0598
R-g inch),50 ksi or min.12 gauge(0.105 in.),36 combination, RHINOBONO Insulation Plate(TPO) 12-inch o.c.along purlins TPO withRHINOBONO tool per manufacturers 37 5
ksl steel purlins spaced max.60-Inch o.c. preliminarily fastened are fastened through to purlins Instructions.
Existing standing seam or lap seam metal One or more layers,any Mule-Hide Purlin Fastener and Mule-Hide TPO-c(minimum 60-mil)bonded to
roof covers having min,16 gauge(0.0598 R-10 combination, RHINOBONp Insulation Plate(TPO) 12-inch o.c,along purlins, RhlnoOond Plate-TPO with RHINOBONO tool -45.0
Inch),SO ks!or min.12 gauge(0.105 in.),36 preliminarily fastened are fastened through to purlins per manufacturers Instructions.
ksi steel purlins spaced max.60-Inch o.c
Existing standing seam or lap seam metal One or more layers,any Mule-Hide Purlin Fastener and Mule-Hide TPO-c(minimum 60-mil)bonded to
roof covers having m1n.16 gauge(0.0598
R-11 combination, RHINOBONO insulation Plate(TPO) 6-rich o.c,along purlins RhinaBond Plate-TPO with RHINOBONp tool -52.5
inch),50 ksi or min.12 gauge(0.105 in.),36
ksi steel purlins spaced mm 120-inch o.c, preliminarily fastened are fastened through to purlins per manufacturer's instructions.
Existing standing seem or lap seam metal One or more layers,any Mule-Hide Purlin fastener and Mule-Hide TPO-c bonded to RhinoBond Plate-
roof covers having min.16 gauge(0.059$
R-12 combination, RHINOBONp Insulation Plate(TPO) 6-inch o.c.along purlins TPO with RHINOBOND tool per manufacturers 67.5
inch),el ksi in mpacn.e gauge(04nc in.),36 preliminarily fastened are fastened through to purlins instructions.
ksi steel purlins spared max.60-inch o.c
Exterior Research and Design,LLC.d/b/a Trinity ER0 Evaluation Report M35060.06.09-R4 for FL12772-R4
Certificate of Authorization#9503 FBC NON-HVW EVALUX"ON;Mute-Hide TPO-c Single Ply Roof Systems Revision 4:04/03/2017
Prepared by: Robert Nieminen,PE-59166 Mule-Hide Products Co.,Inc.;(608)365-3111 Appendix 1,Page 23 of 26
TABLE6C: STEEL-RECOVER
SYSTEM TYPE D-1: INSULATED,MECHANICALLY ATTACMICD ROOF COVER
(All areas Where the existing metalpanels do notiay/lush on the underlying purlin shall have a 0.25-inch diameter pilot hole pre-drilled into the pgnei prior to driving the Purin Fastener Into the purlin.)
System Deck(Note 1) Insulation Roof Cover MDP
No. Type Attach Membrane Fasteners(Note 31) Attachment (Psf)
Existing standing seam or lap seam metal roof covers 124nch o.c.within S.5-inch wide laps spaced
R-13 havingmin, 0,p598-inch to max.3 16-inch One o more layers, Prelim. or TPO-c EXTRA
Muie-Hide Puriin Fastener
�'( ) / any combination attach or TPO-c IXTRA and 2.4 Seam Plate max.138.5-inch o.c,to engage steel purlin. -30.0
thick steel purlins spaced max.138.5-inch o.c Laps sealed with 1.5-inch heat weld.
Existing standing sealn or lap seam metal roof covers One or more layers, Prelim. Mule-Hide TPO-c Mule-Hide Purlin Fastener 12-Inch o.c.within 5.5-inch wide laps spaced
R-14 having min.16 ga.(0,0598-inch)to max,3/16-inch any combination attach orTPOt EXTRA and 2.4 Seam Plate max.1J5-Inch o,c.to engage steel purlin. Laps -4S.0
thick steel pudins spaced max.115-inch o.c. sealed with LS-inch heat weld.
Existing standing seatn or lap seam metal roof covers 124nch o.c,within 5.54nch wide laps spa ced
g min,16 ga.( )
R-15 having 0.0S98-inch to max,3/16-inch One or more layers, Prelim. Mule Hide TPO c Mule Hide Purlin Fastener
any combination attach or TPO-c EXTRA and 2.4 Seam Plate max.5 ch o.c to engage steel purlin. Laps 60.0
thick steel Qutlins spaced max.54.5-inch o.c. sealed with with 1.5-inch heat weld.
Existing standing seam or lap seam metal roof covers One or more layers, Prelim. Mule-Hide TPO-c Mule-Hide Purlin Fastener 6-Inch a.c within S.S-inch wide laps spaced
R-16 having min.16 ga.(0.0598-inch)to max.3/16-inch any combination attach orTPO c EXTRA and 2.4 Seam Plate max.138.5-inch o.c.to engage steel purlin. -60.0
thick steel purlin spaced max.138.5-inch o.c. Laps sealed with 1.5-inch heat weld.
Existing standing seam or lap seam metal roof covers 6-inch o.c.within 5.5-inch wide laps spaced
R-17 havingmin. a. 0.0598-inch to max.3 16-Inch One or more layers, Prelim. Mule-Hide TPO-c Mule-Hide Purlin Fastener gage steel purlin. Laps -67.5
g ( ) / any combination attach orTPO-c EXTRA and 2A Seam Plate max.d with 1. o.c.to en
thick steel purlin spared max.90S-inch o.c. sealed with 1.Sdnch heat weld.
Existing standing seam or lap seam metal roof covers One or more layers, Prelim. Mule Hide TPO c Mule Hide Puriin Fastener 5-inch o.c.within 5.5-inch wide(cps spaced
R-1$ having min.16 ga.(0,0598-inch)to max,3/16-inch any combination attach or TP-Hi EXTRA and -H Seam Plate max.114.5-inch o.c,to engage steel purlin. -75.0
thick steel purlin spaced max.114.5-inch o.c. Laps sealed with L5-inch heat weld,
Existing standing seam or lap seam metal roof covers One or more layers, Prelim. Mule-Hide TPO-c Mule-Hide Purlin Fastener 6-inch o.c.within SS-inch wide laps spaced
R-19 having min.16 ga.(0,0598-inch)to max.3/16-inch max.42.5-inch o.c.to engage steel purlin. Laps -82.5
thick steel urlins spaced max.42.5-inch o.c. any combination attach orTPO c EXTRA and 2.4 Seam Plate
p p sealed with 1S-Inch heat weld.
Existing standing seam or lap seam metal roof covers One or more layers, Prelim. Mule-Hide TPO-c Mule-Hide Pudin Fastener 64mch o.c.within 5.5-Inch wide laps spaced
R-20 having min,16 ga.(0,0598-inch)to max,3116-inch max.114.5-Inch o.c.to engage steel purlin. -90.0
thick steel uriins spaced max.1145-inch o.c any combination attach orTPO c EXTRA and 2.4 Seam Plate
P P Laps sealed with 1.5-inch heat weld.
Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report M15060.06.0-114 for FL12772-R4
Certificate of Authorization#9503 FBC NON-HUHZ EVALUATION;Mule-HIde TPO-c Single Ply Roof Systems Revision 4:04/03/2017
Prepared by: Robert Nieminen,PE-59166 Mule-Hide Products Co.,Inc.;(608)365-3111 Appendix 1,Page 24 of 26
TRMY ER® '
TABLE6D:RECOVER APPLICATIONS
SYSTEM TYPE E-1:NON-INSULATED,MECHANICALLY ATTACHED ROOF COVER
System Deck Roof Cover
No. (Note 1) Membrane Fasteners(Note?11) Fastener Spacing Lap Width Lap Spacing Seam VVeld MDP(psi) "
(inch) (inch) (Inch) (inch)
R-21 Existing steel deck Mule-Hide TPO-c Mule-Hide EHD Fastener and Mule-Hida 2.4"Seam Plates Installed 12 5 139 1.5 -30.0
Fleece Back,60-mil through to engage existing deck (Field W/D>6951bf)
R-22 Existing steel deck, Mule-Hide TPO-c Mule-Hide EHD Fastener and Mule-Hide 2.4"Seam Plates Installed 12 5.5 139 i,S -30.0
min.Grade 80 Fleece Back through to engage existing deck(Field W/D>6951bf)
R-23 Existing steel deck Mule-Hide TPO-c Mule-Hide EHD Plus Fasteners and Mule-Hide 2.4" PLUS Seam Plate 6 5 139 i.s -37.5
Fleece Back,60-mil Installed through to engage existing deck (Reid W/D>4341bf)
R-24 Existing steel deck, Mule-Hide TP0-c Mule-Hide EHD Fastener and Mule-Hide 2.4"Seam Plates installed 6 5.5 139 1.5 -37.5
min.Grade 80 Fleece Back through to engage existing deck(Field W/D>434 Ibf)
R-25 Existing steel deck Mule-HideTPO-c Mule-Hide EHD Plus Fasteners and Mule-Hide 2.4" PLUS Seam Plate 12 5 115 1.5 -37.5
Fleece Back,60-mil installed through to engage existing deck (Field W/D>719 Ibf)
R-26 Existing steel deck, Mule-Hide TPO-c Mule-Hide EHD Plus Fasteners and Mule-Hide 2.4" PLUS Seam Plate 12 5.5 115 1.5 -37.5
min.Grade 80 Fleece Back installed through to engage existing deck(Field W/D>7191bf)
R-27 Existing steel deck, Mule-Hide TPO-c Mule-Hide EHD Fastener and Mule-Hide 2.4"Seam Plates installed 6 5.5 91 1.5 -60.0
min.Grade 80 Fleece Back through to engage existing deck(Field W/D>4551bf)
R 28 Existing steel deck,' Mule-Hide TPO-c Mule-Hide EHD Plus Fasteners and Mule-Hide 2.4" PLUS Seam Plate 12 5 91 1.S -60.0
min.Grade 80 Fleece Back,60-mil installed through to engage existing deck(Field W/D>910lbf)
R 29 Existing structural Mule-HideTPO-c Mule-Hide HDP Fastener and Mule-Hide 2.4"Seam Plates installed 12 5.5 139 1.5 -30.0
concrete Fleece Back through to engage existing deck(Field W/D a 6951bf)
Existing structural Mule-HideTPO-c Mule-Hide HDP Fastener and Mule-Hide 2.4"Seam Plates installed
R-30 concrete Fleece Back through to engage existing deck Plates(Field W/D 2:434lbf) 6 5.5 139 1.5 -37.5
R-31 Existing structural Mule-Hide TPO-c Mule-Hide HDP Fastener and Mule-Hide 2A"Seam Plates installed 12 5.5 115 1.5 -37.5
concrete Fleece Back through to engage existing deck(Field W/D>719lbf)
Existing structural Mule-Hide TPO-c Mule-Hide HDP Fastener and Mule-Hide 2.4"Seam Plates installed
R-32 concrete Fleece Back through to engage existing deck(Field W/D 455lbf) 6 S.5 91 1.5 60.0
>
R-33 Existing structural Mule-Hide TPO-c Mule-Hide HDP Fastener and Mule-Hide 2.4"Seam Plates installed 12 5 91 i.5 60.0
concrete Fleece Back,60-mil through to engage existing deck(Reid i4!Ti>91016f)
Exterior Research and Design,I.I.C.d/b/a Trinity Ehb Evaluation Report M1S060.06.09-114 for FL32772-R4
Certificate of Authorization#9503 FBC NON-HU..HZ EVALUATION;Mule-Hide TPO-c Single Pl;i Roof Systems Revision 4:04/03/2017
Prepared by- Robert Nieminen,PE-59166 Mule-Hide Products Co.,Inc.;(608)365-3111 Appendix 1,Page 25 of 26
TABLE6E:RECOVERAPPLICATIONS
SYSTEM TYPE F-2:NEW LIGHTWEIGHT CONCRETE OVER E)(ITISTING ROOF,BONDED ROOF COVER
System Substrate(Notes 1&12) Roof Cover(Note 16)
Lightweight Concrete(Note 15) MOP(psi)
No. Deck Existing Roof Type Attach
Structural Existing asphalt BUR or smooth-or granule-surface Min.250 psi,Min.2-Inch thick,Elastizeli Range II LWIC
R-34 Mule Hide TPO c Aqua Base 120 BA 67.5
concrete SBS modified bitumen (EPS board optional)
Structural Existing asphalt BUR or granule-Surface SBS modified Min.250 psi,Min.2-inch thick,Elastizell Range II LWIC
R-35 concrete bitumen (EPS board optional) Mule Hide TPO c TPO-c BA 302.5
Structural Existing asphalt BUR or smooth-surface SBS modified Min.250 psi,Min.2-inch thick,Elostizell Range it LWIC
R-36 Mule Hide TPO-c TPO c BA 342.0
concrete bitumen (EPS board optional)
Exterior Research and Design,U.C.d/b/a Trinity ERD Evaluation Report M15060.06.09-R4 for FL12772-114
Certificate of Authorization 49503 FBC NON-HVHZ EVALUATION;Mule-Hide TPO-c Single Ply Roof Systems Revision 4:04/03/2017
Prepared by: Robert Nieminen,PE-59166 Mule-Hido Products Co.,Inc.;(668)365-3111 Appendix 1,Page 26 of 26
•- /�� ILO IIIUfl
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �� 4&1
Date Received:
Site: 7 `Y �ll t� Al V-0
Permit Type: germ —f—P 6)
Approved w/no comments:M Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
Kalvin �witzer lans Examiner Date Contractor and/or Homeowner
(Required when comments are present)