HomeMy WebLinkAbout16-17420 CITY OF ZEPHYRHILLS �,
5335-8TH STREET
� � ' � (813)780-0020 1742
BUILDING PERMIT .�'
� .PERMIT INFORMATION . - � , LOCATION INFORMATION= '
Permit Number: 17420 Address: 5039 1ST ST
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: 10-26*21-0010-12800-009
Improv. Cost: �6,100.00 OWNER INFORMATION
Date Issued: 6/07/2016 Name: J & G RESTAURANT PROPERTIES LLC
Total Fees: 105.00 Address: 20015 TAMIAMI AVE
Amount Paid: 105.00 TAMPA FL 33647-3368
Date Paid: 6/07/2016 Phone: (813)713-0094
Work Desc: REROOF SINGLE PLY ROOF SYSTEM-PARTIAL ONLY****THE GREAT CATCH
CONTRACTOR S - � � � APPLICATION�FEES -
PAUL D SCHAPER ROOFING INC REROOF COMMERCIAL 105.00
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Ins ections Re 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 I
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
, first reinspection,whichever is grea#er,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly 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 tuvice 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 pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. -
NO OCCUPANCY BEFORE C.O.
CONT TOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
• � 813-780-0020 Ciry of Zephyrhills Permit Application Fax�13-780-0021
Building DepaAment
i
' ' Date Reteived � phone Contact for Permitting C��J ( Z ��
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Owner's Name �J � U'(QVl'f" �--�- Owner Phone Number
Owner's Address 5 '�'�Ve 1�N 3� Owner Phone Numher
Fee Simple Titieholder Name Owner Phone Num6er
I Fee Simple Tltleholder Address
JOB ADDRESS �cJI'�Z ��I'✓ T �JJ-ld`— LOT# �
� SUBDNISION PARCELID# i��Z[�O(�IO� I�[�� 0���
(OBTAINEO FRON PROPERTY TAX NOi1C�
WORK PROPOSED e NEW CONSTR B ADD/ALT � SIGN � � DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM Q OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME 0 STEEL Q
DESCRIPTION OF WORK ��� �
BUILDING SIZE SQ FOOTAGE� HEIGHT �
BUILDING $p�I�� VALUATION OF TOTAL CONSTRUCTION
lSZ
QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $ ���
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 4/1{Q !/� I�.�
lJ � � �
QGAS Q ROOFING Q SPECIALTY Q OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
BUILDER �`-� COMPANY � �/{Z Y
SIGNATURE � �� REGISTERED N FEE CURREA /
Address �-1 �'�Q�� �U� - License# l�L� �3""1
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address License it
1111111111111111111111111111111111111111111111111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Pertnit for new construction,
Minimum len(10)working days after submittal dale. Required onsi[e,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for su6divisions/large proJects
COMMERCIAL Attach(2)comptete sets of Building Plans plus a Life Safery Page;(1)set of Energy Fortns.R-0-W Pertnit for new construction.
Minimum ten(10)working days afler su6mittal date. Required onsite,Construction Plans,Stortnwater Plans w!Silt Fence installed,
Sanitary FaciliGes 81 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets oi Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
Direetfons:•
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over Sz500,a Notlee of Commencement Is►equlred. (AIC upgrades over 57500)
•• Agent(for the conVactor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroois If shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
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A 4
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
conVactor 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 conVactor 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 pertnitting privileges in Pasco
County.
TRANSPORTATION IMPACTNTILITIES 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 cert�cate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthertnore, 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 valuaGon of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner s
ProtecGon Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owne�',I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owne�'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 pertormed to meet standards of all laws regufating
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.
- If the fill material 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.
WARNIPIG 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 3
OWNER OR AGENT CONTRACTOR l�lJ�
Subscribed and swom to or ffi d) efore�r�a this Subscribed and swom to r-e firmed)befare me this
� lp b YI �D✓l.fJ b r'Y
Wh i are ersonally kno to me or haslhave produced W o is/are p onally kno to me or haslhave produced
as identlficatlon. as identlfication.
-'1 1 JI�Y�/�1�.—M.LU lJU�7Notary Public .�,�`��l.J�-� Notary Public
Commission No. Commission No.
�
a o , ry t • Name ry • a��p�ROBINSON
' . �'c MY COMMISSION#FF236573 ���
- '= MY COMMISSION if FF236573
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��.;�o..�,., EXPIRES June 02,2019 ••?a,;�� EXPIRES June 02,2019
i1CJi1HC�C743 Fk�iA:dVW.irySrv�x.can �dCi�:lHtLC:b1 fla'
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I I�IIII IIIII IIIII IIIIIIIIII IIIII IIIII IIIII IIIII IIIII IIII IIII - Rept:1773670 Rec: 10.00 � II
DS: 0.00 IT: 0.00
2016081213 05/24/2016 K. D. K. , Dpty Clerk
NOTICE OF COMMENCEMENT
• S�ate of FLORIDA County of PASCO
e
I Property Identification No: ��_2�_Z�, 001 O- �2,�p(�—�('}�Q
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in
accordance with Section 713 of the Florida State Statutes,the following information is provided in this Notice of
Commencement:
1. Description of property(lega!description):
ZeQh4r h�115 Cc�\�� Cv�m�n� t-ci►�ds ��.a- ���55 � t�a�-t o� l�o�-i�rl
'12 0���ac-� �z� � �za �y�� ��- � �o�-r� o� �4a�d
StreetAddress5o� i'� 5-�• �.ep�-,yrh�lls ��335y2-
2. General Description of Improvement: ► ,,,.�r ��-�� � �-- - -- � ���}�p �pp�y��I 512�
3.Owner Information or Lessee information if the Lessee contracted for the improvement: �J����
a)Name and address: �C� 1�'C�}��uvc�Clfi f�rU(�1��►� �LC aoo�5 -f-c�„�,0.mi �e �0.�"n(�F�33�0�}'l—
b)Name and address of fee simple titleholder(if other than owner):N/A 33�c�
c)Interest in property:Owner
4.Contractor: Paul Schaper,8949 Gall Blvd.,Zephyrhills,FL 33541 —Ph: (813)782-0920,Fax:(813)715-4875
5. Surety: Bauer&Associates, 12210 Highway 301 N.,Dade City,FL 33525-$5,000 bond
' 6. Lender: Name/Address: N/A `
7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may
be served as provided by Section 713.13(1)(a)(7),Florida Statures: :
i a) Name and address: N/A
b) Telephone No.: Fax No.
(aPt)
8. In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as
provided in Section 713.13(1)(b),Florida Statutes: �
Paul Schaper,8949 Gall Blvd,Zephyrhills,FL 33541—Ph:(813)782-0920—Fax:(813)715-4875
9. Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a
different date is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SEGTION 713.13,FLORIDA
STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB STTE BEFORE THE FIILST INSPECI'ION.IF YOU
INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
' RECORDING YOUR NOTICE OF COMMENCEMENT.
STATE OF FLORIDA
COUNTY OF PASCO ' J
�X
, Signature wn or Owner's Authorized Officer/DirectodPartnedManager
�' �-a� �LL�S
Print Name
The foregoing instrument was acknowledged before me this ' '��'{day of ,20�,by
` �as_��,�p�s (type of authori y,e.g.officer,trustee,
attome in fact)for (name of party on pehalf of whom instrument
was executed). KUt�-.�r� n rm. 2ub�n��
Personally Known ✓ OR Produced Identification ����1 � �����~
,':�•.. A : i�?�i �O�?,tNSON
Type of Identification Produced #� ,�,�:
�� �: �Y C131V:f'r1 r;�::�7N e�236573
�•��� EXPIRES.tunH 02,2019
1��/I;iHf'r4�:IJ FIIMif�.lilJn.'y�C�vIC11.00fI1
PAULA S 0'NEIL,Ph D PRSCO CLERK & COMPTROLLEF
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' ' -:� a�a-7aaoo2o City of Zephyrhills Permit Application Fax-81�78Q0021 ,
Building DepaRment �
`� Date Received � phone Contact for Pertnittin � _� � I�
Owner's Name �l. � "4C�U'� �k �r r (� C Owner Phone Number �
� Owner's Address ZW� T I �� � 3c�4 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
'
Fee Simple Titleholder Address
JOB ADDRESS � ��'�•� ' h h"d15 F 33� 2 LOT# �
SUBDIVISION PARCEL ID# �d�2.�9"2�'C�jlO- �Z�7"�,`�Qa O
(OBTAINED FROM PROPERTY TAX NOTIC� �
WORK PROPOSED NEW CONSTR ADD/ALT � SIGN Q Q DEMOLISH
� � INSTALL REPAIR
PROPOSED USE Q SFR Q COMM � OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q
. DESCRIPTION OF WORK -[ d t S �CYYI
BUILDING SIZE SQ FOOTAGE� HEIGHT �
QBUILDING $ (�S�% VALUATION OF TOTAL CONSTRUCTION
QELECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $ �
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
���t
OGAS Q ROOFING Q SPECIALTY 0 OTHER � " �
FINISHED FLOOR ELEVATIONS FLOO�ZONE AREA QYES NO �
I
BUILDER � �O� � COMPANY �GUI SCn� �CQ;"1�
SIGNATURE � REGISTERED N FEECURRE� N
�I Address 0��� Q�� �IU �etn[ �� I License# C 58►3��
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y( N FEE CURRE� Y/N
Addrass License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
, Address License#
� MECHANICAL COMPANY
ii
SIGNATURE REGISTEREO Y/ N FEECURRE� Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTFRE� Y/ N FEE CURRQ� Y I N
Address License#
� � � � e � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � i � � � � � � � �
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 w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions4arge projects
COMMERGAL 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 aRer 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 maet compliance
SIGN PERMIT Ariach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
Directions:•
Fill out application completely.
Owner&Contrector sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$750U)
" 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(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
9 4
NOTICE OF DEED RESTRICTIONS: The undersigned understands thai 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 IMPACTIUTILITIES 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 I, 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 6e 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 govemment agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. 5uch agencies include but are not limited to:
I - 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.
- if the fill material 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 fll 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 ihat 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 e�ension. 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 COMMENCEMEPIT.
FLORIDA JURAT(F.S.117.03} /�
OWNER OR AGENT CONTRACTOR SK J
Subscribed and sworn to(or a d)be ore me this S bscribed and sworn to(or a irm d)b fore me this
�a�.�by Yn�Y 1 SSQ ���p.P '�js�by { '�1'1SSx c�brles
W o is/are personally known to me or I�sWave-Aredneed Who is/ re personally known to me or has/have produced
as identification. as identification.
��AA. {1 L. f V 7��1/�►—Itl6Wry Public �;�A� �. I�X1V��'�`� Notary Public
:��J'.� �}TF��' . p Co�ion No.
�� 1,
e p N ry ec1;pri a d' � Name of N ,y ,, �te r s a pe
i� �:,��� ��,•� ExPiKi.S June 02,2019 ••,�,••: AAl'COMMISSION il Fr236573
, ������'�",���:j ,.„„,..,.:.�:r•rsonece.oan '��� EXPIRES June 02,2019
I ��,.
�Jcr•�1Us-ct�� Faria�tvotarysu•nos.00m
m
'v,t;_
• :.�� - '�
� -:�,;: -
City of Zephyrhills
. BiJILD1NG PLAIV REVIEW COMMENTS
Contractor/Homeowner: Q.L{,� �
I�ate Received: �'� ���J�
Site: �v�9 l �S��l
I'e�nit Type: � I �
Approved w/no comments: Approved w/the below coffiments: ❑ Denied w/the below comments: ❑
��
J
This comment sheet shall be kept with the permit and/or plans.
� f��-�
Kalvin �witz Plans Examiner Date Conh�actor andlor Homeowner i
(Required when.comments are present) I
e�, , �
0
�; EXTERIOR RESEARCH&DESIGN,LLC.
,._� Certificate ofAuthorization tl9503
�t ` ; 353 Christian Street
``��.�;� ��'���?ERD Oxford,CT 06478
' PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Mule-Hide Products Co.,Inc. Evaluation Report M15060.06.09-R3
1195 Prince Hall Drive,Suite A FL12772-R3
Beloit,WI 53511-5481 Date of Issuance:06/24/2009
Revision 3:03/18/2015
$COPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E.for
' use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with
the 5`h Edition(2014)Florida Building Code sections noted herein.
DescRir7iow: Mule-Hide TPO-c Single Ply Roof Systems
Laseutus: Labeling shall be in accordance with the requirements the Accredited Quality Assurance;4gency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. Trinity�ERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity � ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPecrioN: 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 18-page Appendix.
�
Prepared by: ,E�������, —
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`^�s�,�.\'���=���I�f���'• ,
:.:�\o'-S?t'6S �•
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' %9:''S-n'=..OF:.:4�L
RobertJ.M.Nieminen P.E. ���. F - " '�= ThefacsimilesealappearingwasauthorizedbyHobertNieminen,
� ���,��'••=^=�tiC•rr`�� P.E.on 03/18/2015.This does not serve as an electronically signed
r,S�;.:.:
Florida Regisiration No.59166,Florida DCA ANE1983 . �,,d��p y�,L'��,�`, document.Signed,sealed hardcopies have heen transmitted to the
Product Approval Administrator and[o the named dient
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research&Design,LLC.d/b/a Trinity � ERD does not have,nor does it intend to acquire or will it acquire,a financial interest
in any company manufacturing or distributing products it evaluates.
2. Exterior Research & Design, LLC. d/b/a Trinity � ERD is not owned, operated or controlled by any company manufacturing or
distributing products it evaluates.
. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing 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. �j,;,�j.�
5. This is a building code evaluation. Neither Trinity�ERD nor Robert Nieminen, P.E. are, ir��,�p���YSi� jd for any
project on which this Evaluation Report,or previous versions thereof, is/was used for per�t�' � '�iti� s��'et�{�i
�$�� �
specificallyforthatpurpose. �`���A,,� ,p G,
a�r �����
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I ROOFING SYSTEMS EVALUATION:
1. $COPE:
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 Pro ert
a v Standard Year
15043.1 Wind FM 4474 2004
1504.7 Impact FM 4470 19g2
1507.13.2 Physical Properties ASTM D6878 zppg
1523.6.2 Wind TAS 114 2011
3. REFERENCES:
Entitv Examination Reference Date
ACRC(TST4671) TAS 114 07-051 OS/29/2007
� ACRC�T5T4671) TAS 114 07-059 10/15/2007
� ACRC(TST4671) FM4470 10-009 � OS/19/2010
ACRC(TST4671) FM4470 11-035 06/28/2011
ACRC�T5T4671) FM4470 10-018 08/25/2010
ACRC(TST4671) FIV14470 10-019 08/25/2010
ATI(TST158S) FM4470 01-37050.01 03/13/2000
ATI(T5T1588) Physical Properties O1-37490.01 OS/26/2004
, ATI(TST1588) TAS 114 D7772.01-109-18 07/09/2014
ATI(TST1588) TAS 114 ' D7772.02-109-18 07/14/2014
CTL(TST 1577) TAS 114 CTLA-lOSR 10/13/2008
CTL(TST 1577) TAS 114 CTLA-lO5R-1 10/13/2008
' CTL(TST 1577) TAS 114 CTLA-lO5R-2 30/13/2008
CTL(TST 1577) TAS 114 CTLA-106R , 10/16/2008
CTL(TST1577) TAS 114 CTLA-106R-1 10/16/2008
CTL(TST 1577) TAS 114 CTLA-106R-2 10/16/2008
� CTL(TST 1577) TAS 114 CTLA406R3 10/16/2008
CTL(T5T 1577) TAS 114 CfLA-106R-4 10/16/2008
CTL�TST 1577) TAS 117 � CTLA 111R O1/13/2009
ERD(TST 6049) FM4470/FM 4474 02764.09.05-R1 12/10/2007
ERD(TST 6049) Physical Properties C32760.01.11 Ol/19/2011
ERD(TST 6049) FM 4474 M5830.10.07-R1 O1/23/2009
ERD�TST 6049) FM 4474 M30780.09.09 09/23/2b09
FM(TST3867) FM4470 3Z9A1.AM 10/15/1997
FM(TST1867) FM4470 3001522 03/26/1999
FM(TST1867) , FM4470 3003393 03/30/1999
FM Apprav'als(TST1867) FM 4470 3012879 04/04/2003
FM Approvals(TST1867) FM 4470 3013554 06/27/2003
FM(TST1867) FM4470 ' 3014692 08/OS/2003
FM(TST7867) FM4470/FM 4474 3017662 06/07/2005
FM(TST1867) FM4470/FM 4474 3023032 07/20/2005
FM(TST1867) FM4470/FM 4474 3020845 Ol/25/2006
FM Approvais(TST1867) FM 4470/4474 3D23458 07/18/2006
FM(TST1867) FM4470/FM 4474 3022174 09/25/2006
FM Approvals(TST1867) FM 4470/4474 3026964 07/25/2007
FM Approvals(TST1867) FM 4470/4474 3029840 09/08/2008
FM Appravals(TST1867) FM4470 3037400 09/02/2009
FM Approvals(TST1867) FM4470/4474 3036762 03/OS/2011
FM Approvals(TST1867) FM4470/4474 3041535 06/08/2011
FM Approvals(TST1867) FM4470/4474 3039340 06/24/2011
FM Approvals(TST1867) FM4470/4474 3039762 09/07/2012
PRI CMT(TST5878) TAS 114/FM 4474 CST-016-02-01 OS/04/2011
UL,LLC(QUA9G25} quality Control MLA OS/18/2007
UL,LLC(QUA9625) Qualiry Control Service Confirmation(supplier� Ezp.06/OS/2016
Exterior Research and Design,LLC. Evaluation Report M35060.06.09-R3
Certi�cate of Authorization 1l9503 FL12772-R3
Revision 3:03/18/2015
Page 2 of 4
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� ������' ERD
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4. PRODUCT DESCRIPTION:
' The fallowing roaf cavers are mechanically attached or fully adhered to Approved substrates using fasteners,stress plates and
adhesives,as outlined in the Limitations/Conditions of Use herein.
Y Mule-N;de TPO-c membranes are nomina3 45-mi!(1.1mm}or 60-mil(1.5 mm)thick,polyester-scrim reinforced,thermopiastic
olefin(TPO}single-p{y roof inembranes.
}� Mule-Hide TPO-c EXTRA membranes are nomina! 72-mi{ {1_8mm) ar 80-mil (2.Ommj thick, po{yester-scrim reinforced,
thermoplastic olefin{TPO},single-ply roof inembranes.
➢ Mule-Hide TPO-c Fleece Back membrane is a nominal 45-mil (1.1mm) or 60-mil {1.5 mm) thick, polyester-scrim reinforced,
thermaplastic alefin(TPO}single-pIy roof inembrane with a polyester fleece backing.
5. LIMITATIONS:
5.1 This is a bui(ding code evaluation. hfeither Trinity)fRD nor Robert Nierninen,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 purpase.
S.2 This Evaluation Report is not for use in HVHZ.
�, 5.3 Refer to a current ltoafing Materials Directory for fire ratings o#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 or 2603.b apply �
S.S 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 AHJ. Load resistance of the roof deck shall be documented
thraugh praper codified andjar FBC Approval dacumentation.
5.6 For recover installations,the existing roaf shall be examined in accordance with FBC 1510.
5.7 for mechanically attached insulation or mem6rane or strip-banded insulat�on, the maximum design pressure for the
selected assembly shall meet or exceed the Zone 1 design pressure determined in accprdance with F8C Chapter 16. Zanes
2 and 3 shall ernploy an attachment density designed by a qualified design professional to resist the eievated pressure
criteria. Commonly used methods are RAS 117,RAS 137,FM LPDS 1-29 artd ANSIJSPRI WD1. Assembiies marked with an
asterisk*carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements.
S.8 For assemblies with a(1 campanents fu11y bonded in place,the maximum desigrs pressure far the selected asserrfbly shall
meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted
far 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 professiona! shall review the data for campariscin to the minimum
requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSIJ5PRt FX-1.
5.10 For bonded insulation or membrane over existing substrates in a re-roaf(tear off)or recover installation,the existing deck
or existing roof surface sha11 be examined for compatibility with the adhesive to be installed. tf any surface conditions
exist that bring system performance into question, field uplift testing in accardance with ASTM E907, FM LPDS ].-52,
ANSI(SPR!!A-1 or 7A5124 shall be conducted on mock-ups of the proposed new roof assembly.
5.11 For bonded insulation ar membrane over existing substrates in a recover installatian, the existing roof system shall be
capable af resisting project design pressures on its own merit to the satisfaction of the AHJ,as documented through field
uplift testing in accordance with ASTM E907,FM LPDS 1-52,ANSICSPRI IA-I 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 far resistance in accordan�e with ANSlJSPRI 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'sn accordance with the FBC and E.A.C.Rule 61620-3.
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Exterior Research and Design,LLC. Evaluation Report M15060.06.09-R3
tertifrcate of Authorizafioa tl9503 FL127�2-R3
Revision 3:03/18/2015
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6. INSTALLATIO N:
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. ,
63 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 euilding Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
' 8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered to F.A.C.Rule 61G20-3 Qq requirements.
9. QUALITY ASSURANCE ENTITY:
� UL,LLC—QUA9625,(414)248-6409;karen.buchmann@ul.com
-THE IS-PAGES THAT FOLLOW FORM PART OF THIS fVALUATION REPORT-
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Exterior Research and Design,LLC. Evaluation Report M35060.06.09-R3
Cenifcate oJAuthoriration 119503 FL12772-R3
� Revisian 3:03/18/2015
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APPENDIX 1:ATTACHMENT_REQUIREMENTS FOR WIND UPLIFT RESISTANCE � " � � �
Table Deck Application Type Description Page
lA Wood New,Reroof(Tear-Off),Recover C Mechanically Attached Insulation,Bonded Roof Cover 3
18 Wood New,Reroof(Tear-Offl,Recover D Insulated,Mechanically Attached Roof Cover 3
1C Wood New,Reroof(Tear-Offl,Recover E Non-Insulated,Mechanically Attached Roof Cover 4
iD Wood New Construction F Non-Insulated,Bonded Roof Cover 4
2A Steel or Conc. New,Reroof(Tear-Offl,Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 5
2B Steel or Conc. New,Reroof(Tear-Off),Recover C Mechanically Attached Insulation,Bonded Roof Cover 6 7
2C Steel or Conc. New,Re�oof(Tear-Off),Recover D-1 Insulated,Mechanically Attached Roof Cover 8�10
2D Steel or Conc. New,Reroof(Tear-Off),Recover D-2 Insulated,Mechanically Attached Roof Cover(RUSS Strips) 71
3A Concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 12
4A LWIC New,Re�oof(Tear-Of� A-1 Bonded Insulation,Bonded Roof Cover 13
4A-1 LWIC over Steel New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 73 .
4A-2 LWC over Conc. New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 14
SA Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 14
6A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 15
6B Steel Recover D-1 Insulated,Mechanically Attached Roof Cover ]6
6C Steel or Concrete Recover E Non-Insulated,Mechanically Attathed Roof Cover ]7
6D Various Recover F-2 New LWC over Exi,ting Roof,Bonded Roof Cover li's
The following notes apply to the systems outlined herein:
1. The ioof system evaluation herein pertains to above-detk roof components. Roof decks and stru�tural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the
roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Unless otherwise noled,fasteners and stress piates for insulation attachn,ent shali be as follows. Fasteners shali be of sufficient length for the fullowing engagemrnts.
. Wood Deck: Mule-Hide HDP Fastener with 3"Insulation Plate Minimum'/<-inch steel perretration,engage the top flute of the steel deck
: Steel Deck: Mule-Hide HDP Fastener with 3"Insulation Plate Minimum%-inch steel penetration,engage the top flute of the steel dPck.
: Concrete Deck: Mule-Hide HDP F��tener with 3"Insulation Plate Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufact�.rer's published installa;on
instructions.
3. Unless otherwise noted,insulation may be any one layer or combination of polyiso�yanucate,polystyrene,wood fiberboard,perlite,Dens Deck, Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board or SECUROCK
Glass-Mat Roof Board that meets the QA requirements of F.A.C.Rule 67G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC 2603.4.1 or 2603 6,when installed with the roof cover •
4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D(mechanically attached 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 configuration to the steel and concrete deck listings. 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 AHJ. load resistance of the roof
deck shall be documented through proper cod�fied and/or FBC Approval documentation.
5. Preliminary insulation attachment for System Type D=Minimum four fasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board.
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Exterlor Research and Design,llC d/b/a Trinity�ERD Evaluation Report M1S�60.06.09�R3 for FL12772 R3
Certlficate of Au[horiiation 7t9503
Revision 3:03/]8/?015
Prepared by� Robert Nieminen,PE 59166 Appendix 1,Page 7 ef i 8
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6. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions:
➢ OlyBond 500(OB-500): Continuous%to 1-inch wide ribbons,12•inch o.c.using PaceCart or SpotShot application devi�es.
➢ 3M CR•20• ('ontinuous 2Y�to 3%:-inrh wide ribbons,12-inch o.c.
➢ Note: When multiple layers(sJ of insulotion and/or coverboord are installed in�ib6on-applied odhesive,odhesive ribbons shol!be stoggered from loyer-[o-layer o distance of one-holf the ri6bon spanng. �
I ➢ Note: The moximum edge distance from the odhesive�ib6on to the edge of the insulation boord shall be not less thon one•half the specified ri66ons spocing.
7. Unless otherwise noted,all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MDP listings in the tables,rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then
� the thinner board listed below may be used as a drop-in for the equivalenf thicker material listed in the table:
� ➢ OlyBond 500(OB500): MDP -315.5 psf (Min.0.5-inch thick Poly ISO 1,H•Shield or ENRGY 3)
I ➢ OlyBond 500(OB500): MPD -487.5 psf (Min.0.5-inch thick Poly I50 2 or ACFoam II)
➢ 3M CR-20: MDP •117.5 psf (Min.1.0-inch thick)
8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. •
9 For mechanically attathed components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure drtermined in accordancr w�th 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 RAS 117, FM LPDS 1 29 and
ANSI/SPRI WD1. Assemblies marked with an asterisk`carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements.
10. For assemblies with all components(ully bonded in place,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter]6,ar�d no
rational analysis is permitted. �
11. For mechanicaily attached componenis over existing decks, f��teners shall be tested in the existing deck f�r withdrawal resistanie A qualified design �,refessional shall revie�v the data for compar��. n to the
minimum requirements for the systcm. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
12. For existing substrates in a bonded rPcover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the�xisting
roof system(for recover)shall be capable of resisting project design pressures on its own rnerit to the satisfaction of the AH1,as documented through field uplift testing in accordance with ASTM E907,FM LPC�S] 52,
ANSI/SPRI IA 1 or TAS 124.
13. For System Type D,�teel deck applications,the roof inembrane shzll be run with its length perpendicular to the steel deck flutes.
14. For Recover Applications using System Type D,the insulation is optional. Alternatively,min.0.5 inch H-Shield HD or min.0.25 inch to 0 625�inch Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof(ioard or
SECUROCK Glass-Mat Roof Board or min.3/8-inch Insulfoam R-Teih EPS or Fan-Fold may be used as a separator board,preliminarily atta�hed prior to roof cover installation. The eHisting roof system shall be�i:�table
for a recover application.
15. For adhered membrene systems,side laps shall be minimum 3�inch wide sealed with min.1.5-inch heat weld. Membrane adhesive application rates are as follows:
➢ Mule-Hide TPO-c with Mule-Hide TPO-c Bonding Adhesive in a contact application at rate of 60 ft2/gal.
➢ Mule-Hide TPO-c with WBBA 2000 in a contact applicati�n at rate of 120 ft'/gal. �
➢ Mule�Hide TPO-c Fleece Back wilh WBBA 2000 in a wet-lay application at a rate of 120 ft1/gal.
16. 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 1 PO 10-inch Pressure-Sensitive RU55 and roll with a steel hand roller to ensure contact.
17 For bonded membrane systems,unless otherwise noted,reference to"Mule-Hide TPO-c"membrane below also includes"Mule-Hide TPO-c EXTRA"
]8. _"MDP"=Maximum Design Press�re is the result of testir�g for wind load resistance based on ailowable wind loads. Refer to FBC 1609 for determinatioi�of design wind loads.
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Exterior Research and Design,LLC.d/b/a Trinity�f RD Evaluation FFport M15060.06 09 R3 for r 112772.R3
CertifYcate of Authcri7aticn k9503 Revision 3 03/7A/1075
Prepared by Robert N�eminen,PE-59166 Appendix],P;ge 2 of 18
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TABLE lA: WOOD DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Deck Top Insulation Layer MDP
Base Insulation Layer Roof Cover/Adhesive
No. (See Note 1) Type Fasteners Attach (psf)
� Min.1.5-inch Poly ISO 1,H-
W-1 Min.19/32"plywood or wood plank (Optional)One or more layers,any Shield,ACFoam II,Poly ISO 2 or See Note 2 1 per 2 ft� Mule-Hide TPO-c/WBBA 2000 or _q5.0"
combination,loose laid ENRGY 3 Mule-Hide TPO-c Bonding Adhesive
TABLE 1B: WOOD DECKS—NEW CONSIRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE D: INSULATED,MECHANICALLY ATTACHED ROOF COVER
Insulation Layer
System Roof C�ver MDP
No. Roof Deck (See Note 14)
(psf) ,
Type Attath Memhrane F�steners �pacing
Min.19/32•inch plywood or wood plank at
W z max.24"spans attached using Sd ring shank One or more layers, Preliminarily Mule�Hide Mule-Hide EHD Fasteners and 2.4 6-in�h o.c.within 5.5-inch wide laps spaced 90.5 inch -52.5
nails spaced 6"o.c.in the field and q10 ring any combination attached TPO-c Seam Plates o c. Outside of lap sealed with 1.S�inch heat weld
shank nails spaced 4"o c at the perimeter
Min.19/32-inch plywood or wood plank at .
W 3 max.24"spans attachFd using 8d ring shank One or more layers, Preliminarily Mule Hide Mule�Hide EHD Fasteners and 2.4 6-inch o.c.within 5.5-inch wide laps spaced 66 5-inch .67.5
nails spaced 6"o.c.in the field and k10 ring any combination attached TPO-c Seam Plates o.c. Outside of lap sealed with 1.5-inch heat weld
shank nails spaced 4"o c.at the perimeter
6-inch o.c.within S�inch wide laps spaced 67 inch o[.
Min.23/32-inch OSB at max.24-inch spans Outside of lap sealed with 1.5-inch heat weld
attached using 8d ring shank nails spaced 6" One or more layers, Preliminarily Mule Hide Mule�Hide EHD Fasteners and 2.4 and
W-4 o c.in the field and 8"o c at intermediate any combination attached 1 PO-c Seam Pl,:tes 6 inch o.c,in one row crnte�ed between the laps. 67 5
supports , Center row covered with 6 inch wide cover strip
sealed with 15-inch heat weld at all edgPs
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Exterior ResParch and Design,LLC.d/b/a Trinity�ERD Fvaluation Report M15060 C6 09 R3 for I 112772 R3
Certifirate o(Authorization 7J9503 ' Rrvision 3:03/]3/7015
Prepared by� Robert Nieminen,PE 59:t�6 Appendiz 1,Page 3 of 78
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TABLE 1C: WOOD DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED ROOF COVER
Thermal Barrier Roof Cover
System -- - - N'IDP
Roof Deck Fastener sf
No. Type Attach Membrene Fasteners Lap Width Lap Spacing Seam Weld (P )
Spacing
fVlin.19/32-inch thick Mule-Hide FR Deck
Panel A or C or Barrier Technology Corp (Optional)Any Mule-Hide EHD 1.5-inch
W-5 "Blazeguard A or C"at max.24-inch spans approved Loose-laid Mule-Hide TPO-c Fasteners and 12-inch o.c. 5-inch 48-inch o.c. -30.0
attached using No.8 x 2%:-inch long thermal barrier 2.4 Seam Plates outside
course thread screws spaced 6"o.c.
Min.19/32-inch thick Mule-Hide FR Deck
Panel A or C or Barrier Technology Corp (Optional)Any � Mule-Hide EHD
W-6 "Blazeguard A cr C"at max.24-inch spans approved Loose-laid M��le Hide TPO-c Fasteners and 6-inch o c. 5-inch 72-inch o.c. 1.5-inch 57 5
attached using No.8 x 2%:-inch long thermal barrier 2.4 Seam Plates outside
course thread screws spaced 6"o.c.
Min.19/32 inch thick Mule-Hide FR Deck
Panel A or C or Barrier Technology Corp (Optional)Any Mule�Hide EHD
W 7 "Blazeguard A or C"at max.24-inch spans approved Loose-laid Mule�Hide TPO-c Fasteners and 6-inch o.c. 5-inch 48•inch o.c. 1.5 inch 75 0
attached using No R x 2%:-inch long thermal barrier 2 4 Seam Plates
outside
course thrt ad screws spaced 6"o.c.
Min.19/32-inch plywood at max.24-inch (Optional)Any Mule-Hide EHD 48-inch o.c.(over 1.5 inch
W-8 spans attached using 8d ring shank nails approved Loose-laid Mule-Hide TPO-c Fasteners and 6-inch o.c. 5.5-inch structural member�) outside �S�
spaced 6 inch o.c. thermal barrier 2 4 Seam Plates
� TABLE 1D WOOD DECK$—NEW CONSTRUCTION
SYSTEM TYPE F NON-INSULATED,BOrv�F.D ROOF COVER
system Roof Cover MDP
Roof Deck
No. Membrane Application (PS�)
Min.15/32 ine.h thick Mule-Hide FR Oeck Panel A or C or Barrier Technology Corp '6lazaguard A or C"at
W 9 max.24-inch spans attached using No 8 x 2%:-inch long course thread screws spaced 6"o.c. Mule•Hide TPO-c WBBA�000 �45.0
Min.19/32 in�h[hick Mule-Hide FR Deck Panel A or C or Barrier Technology Corp"Blazeguard A or C"at
W �� max.24-inch spans attached using No.8 x 2Y:-inch long course thread screws spaced 6"o.c. Mule-Hide TPO-c WBBA 2000 •52.5
E�terior Reseaich and Des�gn,llC.d/b/aTrinity�ERD Evaluation Repnrt M15060.06.09-R3 for F111772�R3
Crr,;ficate of Authaization a9503 Revision 3:03/]fi/2015
F:rpared by: Robert Nlemin,m,FE 59166 Appendix l,Page a o(l8
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TABLE 2A: STEEL or CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE B: MECHANICAILY AT7ACHED BASE INSULATION,BONDED TOP INSULATION,BONDED ROOF COVER
System Deck Base Insulation Layer Top Insulation Layer MDP
No. (See Note 1) Type Fastener Attach Type Attach Koof Cover/Adhesive (Psf)
Min,22 ga.,type B, Min.0.5-inch Dens Geck or Dens Min.1.5-inch ACFoam II,Poly ISO 2, Mule-Hide TPO-c/WBBA 2000
SC-1 Grade 33 steel or min. See Note 2 1 per 2.0 ft= ENRGY 3,Poly ISO 1 or H-Shield followed OB500 or Mule-Hide TPO-c Bonding -37.5"
2,500 psi concrete Deck Prime by Min.0.25-inch Dens Deck Prime Adhesive
Min.22 ga.,type B, Min.2-inch Poly ISO] F+Shield,H- z Min 0.25-inch SECUROCK Gypsum-Fiber Mule-Hide TPO-c/WBBA 2000 +
SC-2 Grade 33 steei or min. Shield CG See Note 2 1 per 4.0 ft Roof Board Ob500 or Mule Hide TPO-c Bonding -37.5
2,500 psi conc. Adhesive
Min.22 ga.,type B, Mule-Hide TPO-c/WBBA 2000
Min.1.5-inch ACFoam II,Poly ISO Z .
SC-3 Grade 33 steel or min. 1,Poly ISO 2,H-Shield CG,ENRGY 3 See Note 2 1 per 2.0 ft Additional layers of b�se insulation OB500 or Mule Hide TPO-c Bonding -45.0
2,500 psi concrete Adhesive
Min.22 ga.,type B, Mule ��ide TPO-c/WBBA 20u0
SC-4 Grade 33 steel or min. Min.1.5-inch ACFoam II,Poly ISO See Note 2 1 per 2.0 ft' Min.0.25-inch Dens Deck,Dens Deck pg500 or Mule-Hide TPO-c Bonding 45.0°
1,Poly ISO 2,H-Shield CG,ENRGY 3 Prime
2,500 psi concrete Adhesive
Min.22 ga.,type B, Min.0.5-inch Dens Deck or Dens i Min.1.5-inch ACFoam II,Poly ISO 2, Mule Hide TPO-c/WBBA 2000 {
SC-5 Gr3de 33 steel or min. Deck Prime See Note 2 1 per 2.0 ft ENRGY 3,H�Shield or Poly ISO 1 OB500 or vlule�Hide TPO-c Bonding -45.0
2,500 psi concrete Adhesive
Min.22 ga.,type B, Mule-Hide TPO-c/WBBA 2000
Min.2 0-inch ACFoam II,Poly ISO 2 �
SC-6 Grade 33 steel or min. 1,Poly ISO 2,H-Shield CG,ENRGY 3 See Note 2 1 per 4.0 ft Additional layers of base insulation OB500 or Mule-Hide TPO-c Bonding �45.0
2,500 psi concrete Adhesive
Min.22 ga.,type B, Mule Hide TPO-c/WBBA 2000
Min.2 0-inch ACFoam II,Poly I50 , Min.0.25-inch Dens Deck,Dens Deck ,
� SC-7 Grade 33 steel or min. � poly I50 2,H-Shield�G,ENRGY 3 See Note 2 1 per 4.0 ft prime OB500 or Mule�Hide TPO-c Bonding �45.0
2,500 psi concrete Adhes�ve
Min.22 ga.,type B, Min.1.5-inch Poly ISO 7,I�-Shield, j z Min.0.25-inch SECUROCK Gypsum-Fiber Mule Hide TPO-c/WBBA 2000 *
SC-8 Grade 33 steel or min. H�Shield CG Pe Note 2 1 per 3.2 ft Roof Board OB500 or Mule Hide TPO-c Bunding 45.0
2,500 psi conc. Adhesive
Min.22 ga.,type B, Min.2-inch Poly ISO],H�Shield,H- , Min 0.25-inch SECUROCK Gypsum-Fiber Mule Hide TPO-c/WBBA 2000 y
SC-9 Grade 33 steel or min. Shield CG See Note 2 1 per 2.67 ft Roof Board OB500 or Mule�Hide TPO-c Bonding �45.0
2,500 psi conc. Adhesive
Min.22 ga.,type B, Min.2 inch Poly ISO 1,H-Shield,H- Z Min 0.25-inch SFCUROCK Gypsum-Fiber Mule Hide TPO-c/WBBA 2000
SC-10 Grade 33 steel or min. Shield CG See Note 2 1 per 1.6 ft Roof Board OB500 or Mule-Hide TPO-c Bonding -60.0
2,500 psi conc. Adhesive
Exterior Research and Design,LLC.d/b/a Trinity�ERD Evalu,+tion Report M15060.06.09 R3 for FL12772-R3
Certifi�ate o(Authci itation N9503 Revk�on 3:03/18/2015
Prepared by� Rcbert Nieminen,PE-59166 Appt�n�ix 1,Page 5 of 18
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TABLE 28: STEEL or CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Deck Top Insulation Layer MDP
No. See Note 1 Base Insulation Layer Roof Cover/Adhrsive sf
( ) Type Fasteners Attach (P )
SC-11 Min.22 ga.,type B,Grade 33 steel Min.1.5"thick,one or more layers,any Min 7/16"APA or TECO reted O58 Trufast SIP LD 1 per 3.2 ft' Mule-Hide TPO-c/WBBA 2000 or _37 5"
or min.2,500 psi concrete combination,loose laid Fasteners Mule-Hide TPO-c Bonding Adhesive
SC-12 Min.22 ga.,type B,Grade 33 steel (Optional)One or more layers,any Min.1-inch Poly I50 2,ACFoam II See Note 2 1 per 1.6 ft� Mule-Hide TPO-c/W BBA 2000 or _37 5°
or min.2,500 psi concrete combination,loose laid or ENRGY 3 Mule-Hide TPO-c Bonding Adhesive
SC-13 Min.22 ga.,type B,Grade 33 steel Min.].5-inch thick,one or more layers, Min.0.5-inch H-Shield HD See Note 2 1 per 2.67 ft2 Mule-Hide TPO-t/Mule-Hide TPO-c 37.5•
or min.2,500 psi concrete any combination,loose laid Bonding Adhesive
SC-14 Min.22 ga.,type e,Grade 33 steel M�n.1.5-inch thick,one or more layers, Min 0.25-in�h SECUROCK Gypsum- See Note 2 1 per 2.67 ftZ Mule-Hide TPO-c/WBBA 2000 or 37 5"
or min.2,500 psi corcrete any cumbination,loose laid Fiber Rouf Board Mule-Hide TPO-c Bonding Adhesive
Min.22 ga.,type R,Grade 33 steel M�n 1.5-inch thick,one or more layers, Min 0�0-inch SECUROCK Gyp�um- z Mule-Hide TPO-c/WBEA 2000 or
' SC ]5 See Note 2 1 per 3.2 ft 45 0'
or min.2,500 psi concrete any combination,loose laid Fiber Roof Board Mule-Hide TPO-c Bonding Adhesive
SC-16 Min.22 ga.,type B,Grade 33 steel Min.1.5-inch thick,one or more layers, Min 0.625-inch SECUROCK See Note 2 1 per 4.0 ftZ Mule-Hide TPO-c/WBBA 2000 or q5 0'
or min.2,500 psi roncrete any combination,loose laid Gypsum-Fiber Roof Board Mule-Hide TPO-c Bonding Adhesive
' Min.22 ga.,typP B,Grade 33 steel ��in.1.5"thick,one or more layers,any Trufast SIP lD Mule-Hide TPO-c/WBBA 2000 or
SC-17 or min.2,500 psi concrete combination,loose laid Min 7/16"APA or TECO rated OSB Fasteners 1 per 2.67 ft� Mule-Hide TPO-c Bonding Adhesive QS�+
SC-78 Min.22 ga.,type B,Grade 33 steel One cr more layers,any combination, Min 7/16"APA or TECO rated OSB See Note 2 ]per 3.6 ft' Mule-Hide TPO-�/WBBA 2000 or 45�,
or min.2,500 psi concrete loose laid Mule-Hide TPO-c Bonding Adhesive
SC-19 Min.22 ga.,typ� B,Grade 33 steel (Optional)One or more layers,any Min.1-inch Poly I50 1,H-Shield,H- See Note 2 1 per 1.6 ftZ Mule-Hide TPO-�/W66A 7000 or 45�,
or min.2,500 psi concrete combination,loose laid Shield CG Mule-Hide TPO-c Bonding Adhesive
Min.22 a.,t e f3,Grade 33 steel O on,I One or more la a rs,an Min.]•S�in�h ACFoam II,Poly ISO = pAule�Hide TPO-c/WBBi.20n0 or '
SC-20 g �P ( N�� � Y Y 2,H-Shicld,Poly ISO 1,H-Shield See Note 2 ] per 2.0 ft 45 0'
or min.2,500 psi concrete r omhination,loose laid Mule-Hide TPO-c Bonding Adhesive
CG,ENRGY 3
Min.22 a.,t e B,Grade 33 steel Min.2 O�inch ACFoam II,Poly I50
SC 71 g vP (Optional)One or more layers,any z�fi Shield,Poly I50 1,H-Shield See Note 2 1 per 4.0 ftz Mule-Hide TPO-c/WBBA 2000 or 4� ��
or min.2,500 psi concrete cumbination,loose laid Mule-Hide TPO-c Bonding Adhesive
CG,ENRGY 3
SC-22 Min.22 ga.,type 8,Grade 33 steel Min.1.5-inch thick,one or more layers, Min.0 5-inch H-Shield HD See Note 2 1 per 2.0 ft' Mule-Hide TPO-c/Mule-Hide TPO-c .q5 0'
or min.2,500 psi concrete any combination,loe:e laid Bonding Adhesive
SC-23 Min.22 ga.,type B,Grade 33 steel Min.1.5"ihick,one or more layers,any Min 7/]6"APA or TECO rated OSB See Note 2 1 per 1.9 ft= Mule-Hide TPO-c/WBBA 2000 -S2 5
or min.2,500 psi concrete combination,loose laid
SC 24 Min.22 ga.,type B,Grade 33 steel Min.7.S�inch thick,one or more layers, Min 0 S inch Dens Deck Prime See Note 2+ �per 1.6 ft= Mule-Hide TPO-c/Mule Hide TPO-c 60 0
or min.2,500 psi concrete any combination,loose laid Bonding Adhesive
SC 75 Min.22 ga.,type B,Grade 33 steel Min.1.5"thick,one or more layers,any Min 7/]6"APA or TECO rated OSB See Note 2 1 per 1.9 ft= Mule-Hide TPO-c/Mule Hide TPO-c �;�
or min.2,500 psi concrete combination,loose laid Bonding Adhesive
Exterior Research and Design,l IC d/b/a Trinity�ERD Evaluation Report M75060.06.09-R3 for FL12771�:3
Certifcate of Authoriaation 7J9503 Revision 3:03/7R/1l)15
Prrpared by Robert Nieminen,FE 59166 Appendix 1,Page E uf;8
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TABLE 28: STEEL or CONCRETE DECKS-NEW CONSTRUC710N,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Deck Top Insulation Layer MDP
Base Ins�lation Layer Roof Cooer/Adhesive (psf)
No. (See Note 1) Type Fasteners Attach
Min 2.0-inch ACFoam II,Poly I50 1,
SC-26 Min.2?ga.,type B,Grade 33 steel (Optional)One or more layers,any poly I50 2,H-Shield,H-Shield CG, See Note 2 1 per 1.6 ft2 Mule-Hide 7P0-c/Mule-Hide TPO c 75.0
or min.2,500 psi concrete combination,loose laid ENRGY 3 Bonding Adhesive
Min.22 ga.,type B,Grade 33 steel Min.1.5-inch thick,one or more layers, Min 0.5-inch SECUROCK Gypsum- � Mule-Hide TPO-c/Mule-Hide TPO�c
SC-27 See Note 2 1 per 1 6 ft 82.5
or min.2,�00 psi concrete any combination,I�ose laid Fiber Roof Board Bonding Adhesi�e
SC-28 Min.22 ga.,type B,Grade 33 steel Min.1.5-inch thick,one or more layers, Min 7/16-inch APA or TECO rated ;ee Note 2 l per]ft� Mule-Hide TPO-c/Mule-Hide TPO-c 97 5
or min.2,500 psi concrete any combination,loose laid OSB . Bonding Adhesive
SC-29 Min.20 ga,type B,Grade 33 steel (Optional)Min.1.5 inch thick,one or Min.0.625-inch SECUFOCK See Note 2 1 per 1.33 ftZ Mule-Hide TPO c/Mule-Hide TPO-c 172.5
or min.2,500 psi concrete more layers,any combination,loose laid Gypsum-Fiber Roof Board Bonding Adhesive
SC 30 Min. 18 ga.,type B,Grade 33 steel Min.2-inch thick,one or more layers, Min.0.5-inch SECUROCK Gypsum- See Note 2 1 per 1.33 ftZ Mule-Hide TPO-c/Mule-Hide TPO-c ��z 5
or min.2,500 psi concrete any combination,loose laid Fiber Roof Board Bonding Adhesive
SC 31 Min.22 ga.,type B,Grade 33 steel (Optional)One or more layers,any Min 2-inch H-Shield CG See Note 2 1 per 1 ft� Mule-Hide TPO c/Mule Hide TPO-c _��0.0
or min.2,500 psi concrete combination,loose laid Bonding Adhesive
Exterior Research and CFsign,LLC.d/b/a Trinity�f FD Evaluation Feport M15060.06.09�R3 fnr F I]2772 R3
Certificate uf Authorizaticn N9503 Revisinn 3.(13/]R/2015
Prepared by: Robert N�a minen,PE-59166 Append�x],Page 7 of 18
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TABLE 2C: STEEL or CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tear-Offl or RECOVER
SYSTEM TYPE D-1: INSULATED,MECHANICALLY ATTACHED ROOF COVER
5 stem Insulation Layer(See Note 14) � Roof Cover
Y Roof Deck MDP
No. Type Attach Membrane Fasteners Fastener Spacing Lap Width Lap Spacing Seam Weld (psf)
Min.22 ga.,type B, Min.1.5-inch,one or p�elim. IVlule�Hide TPO-c Mule-Hide EHD Fastener(steel only)or 138.5-inch 1.S�inch
SC-32 Grade 33 steel or min. more layers,any attach or TPO-c EXTRA HDP Fastener(con�rete only)and 2.4" 12-inch o.c. 5.5-inch o.c. outside -30.0
2,500 psi concrete combination Seam Plate
Min.22 ga.,type B, Min.1.5-inch,one or Mule-Hide EHD Fastener(steel only)or 7 5 inch
Prelim. M�,Ie HideTPO-c
SC-33 lirade 33 steel or min. more layers,any attach or TPO•�EXTRA HDN Fastener(concrete only)and 2.4" 12 in�h o.c. 5.5-inch 91-inch o.c, outside 30.0
2,500 psi concrete combination Seam Plate
Min 22 ga.,type B,Grade Min.1 inch,one or more •
33 steel,6 ft span,5/8" layers,any combinaGon
d�;meter puddle welds 6" (optional for recovPr) Prelim. Mule Hide TPO-c Mule Hide EHD Plus Fasteners and 2.4" 90.5-inch 1.5 inch
SC-34 o.c,side la s secured 2a" followed b 3 8-inch 12-inch o c. S.5-inch -30.0
p V / attach or TPO•c EXTRA Pius Seam Plates o.c. outside
o c w/Y"14x1"long self Insulfoam R�Tech EPS�r
tzpping hex head screw Fan Fold
M�n 27 ga.,type B,Grade
3?>teel,6 ft span,5/g" Mule Hide TPO-c
Min.1-inch,one or
d��meter puddle weids 6" Prelim. (min.numinal 60- Mule-Hide EHD Plus Fasteners and 2.4" 90.S�inch 1.S in�h
SC-35 o c.,side laps secured t4" more layers,any qttach mil)or TPO-c Pius Seam Plates ]2 inch o.c. 5.5�^ch o.c. outside 37 5
o.c.w/Y<"-14x1"long seli• �ombination EXTRA ^
;,,,ping hex-head screw
Min.22 ga.,type B, Min.1.5-inrh,one or Mule Hide EHD Fastener(steel only)or
SC-36 Grade 80 steel or min. more layers,any Prelim. Mule Hide TPO-c HDP Fastener(concrete only)and 2.4" ]2-in�h o.c. 5.5-in�h ]15-inch o.c. � 5 inch _37 5
attach or 7P0-c EXTRA outside
2,500 psi concrete combination S�am Plate
� Mfn 72 ga.,type B,Grade '--- - --- --- ------ -- - -- - - - -- ---- - ---
=3 stPel,6 ft span,5;8" Min.1 inch,one or
di„inrter puddle wr�ds 6" P�elim. Mule-Hide TPO-c Mule Hide EHD Fastener and 2 4"Seam 138.5-inch 1.5 inch
SC-37 ��,Side laps secured 24" more layers,any attach or I PO•c EX1RA Pl,;te 6 inch o c. S.5 inch o.c. outside -45 0
o r w/Y<"-14x1"Icng seM �ombination
tapping hex•head screw
Min.22 ga.,type B, Min.1.5-inch,one or Mule-Hide EHD Plus Fasteners and 2.4"
SC-38 Grade 80 steel or min. more layers,any Prelim. Mule�Hide TPO-c plus Seam Plates(steel only)or HDP 12 inch o.c. 5.5-inch ]75-inch o.c. � 5 inch _q5.0
2,500 psi concrete combination attach or TPO-c EXTRA Fa�tener and 2.4"Seam Plates outside
Min.18 ga.,type B, Min.1.5•inch,one or fvlule-Hide EHD Fasteners(steel only)or
SC-39 Grade 33 steel or min, more layers,any Prelim. Mule Hide TPO-c FiDP Fastener(concrete only)and 2.4" ]2-inch o.c. 5.5 inch ]15-inch o.c, 1.S�inch _q5.0
2,500 psi concrete combination attach or 7P0-c EXTRA Seam Plates outside
Nlln 72 ga.,type B,Grade- - - -- - - -- - - -- - - - --
33 sreel,6 ft span,5/8" Min.1-inch,onc or Mule hiide TPO-c
SC-40' d�amr�er puddle welds 6" more layers,any Prelim. (min.nominal 60- Mule-Hide EHD Fastener and 2.4"Seam 6 inch o.c. 5.5 inch 114.5•inch ].5-inch .q5.0
o c.,side laps secured.4" attach mil)or TPO-[ Pl�te o.C. outside
o.c w/X"•14x1"Ic^g self- �ombination EXTRA
t,a{,ping hex-head screw
Exterior RPse„rch and Design,LLC d/b/a Trinity�ERD Fvaluation Report M15060 06 09•R3 for FL12772 R3
Ceitificate ol Authorization N9503 Revision 3:03/]8/20]5
Prepared by Robert Nieminen,PE 59;G6 Pppendix 1,Page 8 of 78
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TABLE 2C. STEEL or CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE D-1: INSULATED,MECHANICALLY ATTACHED ROOF COVER
System Insulation Layer(See Note 14) Roof Cover MDP
Roof Deck
No. Type Attach Membrene Fasteners Fastener Spacing Lap Width Lap Spacing Seam Weld (Psf)
Min.22 ga.,type B, Min.1.5-inch,one or Prelim. Mule-Hide 7P0-c Mule-Hide EHD Fastener(steel only)or 114.5 inch 1.5-inch
SC-41 Grade 80 steel or min. more layers,any HDP Fastener(conuete only)and 2.4" 12-inch o.c. 5.5-inch �45.0
attach or 7P0-c EXTRA o.c. outside
2,500 psi concrete combination Seam Plate
Min.22 ga.,type B, Min.1.S�inch,one or prelim. Mule-Hide TPO-c Mule-Hide EHD Plus Fasteners and 2 4" 1.5-inch
SC 42 Grade 33 steel ur min. more layers,any Plus Seam Plates(steel only)or HDP 12•inch o.c. S.S in�h 91 in�h o.c. �S 0
2,500 psi concrete combination attach or TPO-c EXTRA Fastener and 2.4"Seam Plates outside
Min.22 ga.,type B, Min.1.5-inch,one or prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener(steel only)or 1.5-inch
SC 43 Grade 80 steel or min. more layers,any HDP Fastener(concrete only)and 2.4" 12 inch o.c. 5.5 inch 91 inch o c �5.0
2,500 psi concrete combination attach or TPO-c EXTRA Seam Plate , outside
Min.22 ga.,tyNe B,Grade
33 steel,6 ft span,5/8" Min.1 inch,one o�
SC 44 diameter puddle welds 6" more layers,any Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener and 2.4"Seam 6 inch o.c. S.S�inch 66.S�inch 1.S inch q5 0
o.c.,side laps secured 24" attach or TPO-c EXTRA Plate o.c. outside
o.c.w/%"14x1"long self- �ombination
tapping hex head screw
--- �- - �--- - ---- - �-� -- - --- - - - -- ----
Min.22 ga.,type B,Grade
33 steel,6 tt sp.,n,5/8" Min.1-inch,one o� Mule-Hide TPO c
SC-45 diameter p�;!dle welds 6" more la ers,an Prel�m. (min.nominal 60- Mule-Hide EHD Plus Fasieners and 2 4" 114 5 inch 1.5-inch
o.c.,side iaps SPCLfpd ZA" Y Y attach mil)or TPO-c Plus Seam Plates 6-inch o.c. 5 5 inch o.c. outside 52 5
o.c.w/i"]�H1"long self- �ombination EXTRA
tapping hex hPad screw
Min.22 ga.,type B, Min.1.5 inch,one or Mule-Hide EHD Fastener(steel only)or
Prelim. Mule-HidelPOc 138.S��rih 1.S�inch
S�46 Grade 33 steel or min. more laye��s,any HDP Fastener(co�.c rFte only)and 2 4" 6-inch o.c. 5 5 inch t2 5
2,500 psi concrete combination ��tach or TPO-c EXT RA Seam Plate o c outside
Min.22 ga.,;ype B, Min.1.5 �nch,one or Mule-Hiue EHD Fastener(steel o��.ly)or
SC 47 Grade 33 stFel or min. more layers,any Prelim. Mule-Hide 1P0-c HDP Fastener(�oncrete only)and 2.4" 6-inch o.c. 5 S inch 91 inrh o.c 1.5-inch S1 5
2,500 psi c�ncrete combin�ticn atta�h or iP0-c EXiRA Seam Plate outside
Min.22 ga.,type 8,Grade �
33 steel,6 ft span,5/8" Min.i-inch,one or
SC-a8 diameter puddle welds 6" more la ers,an Frelim. Mule-Hi�e TPO-c Mule-Hide EHD fastener and 2.4"Seam �0.5-inch 1.5-inch
o.c.,side laps serured 24" Y Y attach or TPO-c EXl RA Plate 6-inch o.c. 5.5-inch o.c. outside 52.5
o.c.w/'/."7GM]"long self- �ombination
� tapping hex�head screw
Min.22 ga.,type B, Min.1.5 inch,one or Mule-Hide EHD Fastener(steel only)or '
Prelim. Mule•HidelPO-c 42.5-inch 1.5-inch
SC 49 Grade 33�teel or min. more layers,any HDP Fastener(concrete only)and 2.4" 12-inch o.t. 5.5 in�h 52 5
' 2,500 psi concrete combination attach or TPO-c EX i RA Seam Plate o.c. outside
�Fsterior Research and DPsI n,LLC.d/b/a Trinit ERD { � 7 R
6 Y� Evaluation RF ou M15060.C6.09-R3 or I I? 72 3
P
('ertiHcate of Authu iiat ion n9503 � Revls,�n 3.n3/�F/I015
_ Prrparfd by' Robert N1e�mine n,FE 59166 Appendix],P igr 9 cf 78
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TABLE 2C: STEEL or CONCRETE DECKS—NEW CONSTRUCTION,REROOF(Tear-Offl or RECOVER
SYSTEM TYPE D-1: INSULATED,MECHANICALLYATTACHED ROOF COVER
System Insulation Layer(See Note 14) ` Roof Cover MDP
Roof Deck - - - -- -
No. Type Attach Membrene Fasteners Fastener Spacing Lap Width Lap Spacing Seam Weld (Psf)
Min.22 ga.,type B,Grade Min.1-inth,one or more
33 steel,6(t span,5/8" layers,any combination
SC-50 diameter puddle welds 6" (optional for recover) Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener and 2 4"Seam 138.5•inch 1.5-inch
o.c.,side la s secured 24" followed b 3 S�inch 6-inch o.[. 5.5-inch -60.0
P Y / attach or TPO-c EXTRA Plate o.c. outside
o.c,w/Y."-14x1"long self- Insulfoam R�Tech EPS or -
tappi��,g hex-head screw F:n Fold
Min.22 ga.,type B, Min.1.5-inch,one or prelim. Mule-Hide TPO-c Mule-Hide EHD Plus Fasteners and 2.4" 138.5-inch 1.5-inch
SC-51 Grade 33 steel or min. more layers,any attach or TPO-c EXTRA Plus Seam Plates(steel only)or HDP 6�in�h o.c. 5.5•inch o.c. outside -60.0
2,500 psi concrete combination Fastener and 2 4"Seam Plates
Min.22 ga.,type B, Min.1 5-inch,one or prelim. Mule Hide TPO-c Mule-Hide EHD Fastener(steel only)or 138.5-inch 1 5 inch '
SC-52 Grar!e 80 steel or min. more layers,any attach or TPO-c EXTRA HDP Fa•tener(concrete only)a�d 2 4" 6-inch n.�. S.S�inch o.c. outs��le -60.0
2,500 psi concrete combination Seam Plate
------ ----- -- ---- --
Min.1.S�inch,one or
Min.22 ga.,type B, more layers,any Mule•Hide EHD Fastener(steel only)or
SC-53 Grade 33 steel or min. corcibination followPd Loose laid Mule-Hide TPO-c HDP Fastener(concrete only)and 2 4" 6-inch o.c S.S�inch 91 inch o.c. 1 5 inth 60 0
2,500 psi concrete by 3/8-inch Insulfoam or i PO-c EXTRA Seam Plate u,.tside
R Tech EPS .
Min.22 ga.,type B, Min.1.5-inch,one or Mule Hide EHD Fastener(steel only)or
SC-54 Grade 33 steel or min. more layers,any Prelim. Mule-Hide TPO-c HDP Fa�tener(concrete only)„nd 2 4" 12 inch o.c. S.S inch 54.5-inch 1 S in�h 60.0
2,500 psi concrete combination attaeh or 1PO�c EXTRA Seam Plate o.c. outside
Min.12 ga.,type B, Min.1.5-inch,one or Mule Hicle EHD Fastener(steel only)or 0 S�inth ] 5 in�h
Prelim. Mule F�ide TPO-c o
SG55 Grar'e 33 steel or min. •�ore layers,any ,;itach or TPO c CXTRA HL�P Fa•'ener(concrete orly)n d 2.4" 6 inch: c. 5.5 inch o c. outs�de 67 5
2,`.00 psi concrete c oi,,bination Scam Plate
Min 22 ga.,type B, M�n.1.S�inch,�ne or Mule�f'�cie EHD Fastenrr(stee�only)or
SG56 Grade 80 steel or min, more layers,any P�elim. Mule Nide TPO-c HDP Fastc•ner(contrete only)and 2 4" 9 inch o c 5.5 inch 54 S inch ] 5 ,nc h �5.0
2,500 psi concrete combination attach or TPO c EXTRA Seam Pl,te o.c. o::tside
Min 22 ga.,type B, Min.].5-inch,one or Mule-H�de EHD Fastener(steel only)or
SC-57 Grede 33 steel or min. more layers,any Prelim. Mule-Hide iP0-c HDP Fastener(concrete only)and 2.4" 6-inch o.c. 5.5-inch 4z.5-inch 1 5 inch 8z 5
2,500 psi concrete combination attach or TPO-c EXTRA Seam Plate o.c. outside
Min.22 ga.,type B, Min.].5-inch,one or Mule Hide EHD Fastener(steel only)or
SC-58 Grade 80 steel or min. more layers,any Prelim. Mule-Hide 1P0-c HDP Fastener(concrete only)and 2.4" 6-inch o.c. 5.5-inch 54.5-inch 1.5-inch .g0.0
2,500 psi con�rete i ombination attach or TPO�c EXTRA Seam Plate o.c. outside ,
.�
Exterior Resean h and Design,LLC.d/b/a Trinity�ERD Evalu,�t;on Rrport M15060 06 G9 R3 for f l 12i72 R3
Certifi[ate of Ai,thrriiation N9503 Rrv�su:n 3.03/]8/'Q15
_Prepared by: P�ba��t Nfeminen,P659166 Pppi���"x],Page]0 of]8
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TABLE 2D: STEEL or CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE D-2: INSULATED,MECHANICALLY ATTACHED ROOF COVER(RU55 Strips)
System Insulation ' Roof Cover MDP
No. Deck - -.
Type Attach Membrene Fasteners Attachment (psf)
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
Prelim. spaced 138-inch o.c. The plates are centered over each strip and fastened 6-
SC 59 Grade 80 steel or min. layers,any TPO-c or TPO-c only)or HDP Fastener(concrete 3U 0
2,500 psi concrete combination attached EXTRA only)and 2.4"Seam Plates inch o.c. Roof cover adhered to each strip by first priming with TPO Tape
Primer at the strip location,then rolling into plate with a hand roller.
Min.22 ga.,type B, One or more Mule-Hide Mule-H�de EHD Fastener(steel TPO 10-inch Pressure-Sensitive RUSS strips are applied over the insulation
Prelim. spaced 114-inch o.c. The plates are cente�ed over each strip and fastened 6-
SC-60 Grade 80 steel or min. layers,any 1 PO-c or TPO-c only)or HDP Fastener(concrete -45 0
2,500 psi concrete combination attached EXTRA only)and 2.4"Seam Plates inch o.c. Roof cover adhered to each strip by first priming with iP0 Tape
Primer at the strip location,then rolling into place with a hand roller
Min.22 ga.,type B, One or more Mule-Hide Mule�H�de EHD Fastener(steel TPO 10-inch Pressure�Sensitive RUSS strips are applied over the inculation
Prelim. spaced 90-inch o.c. The plates are centered over each strip and tastened 6-
SC-61 Grade 80 steel or min. layers,any TPO-c or TPO-c only)or HDP Fastener(concrete 52 5 ,
2,500 psi concretr combination attached EXTRA onl nd 2 4"Seam Plates inch o.c. Roof cover adhered to each strip by first priming with Tp0 Tape
Y)L 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 RU55 strips are applied over the insulation
Prelim. spaced 120-inch o.c. The plates are centered over each strip and(astened 6-
SC 62 Grade 80 steel or min. layers,�ny TPO c or TPO-c only)or HDP Fastener(concrete 60 0
2,500 psi concrP�e combination attached EX7RA only)and 2 4"Seam Plates inch o.c. Roof tover adhered to each strip by first priming with HP•150
.._ _. _.____ __ _ _ _ _ _ _ Primer at the strip location,then rolling into place with a ha�,d roller
Min.22 ga.,type B, One or more rv1:le-Hide Mule r�de EHD Fastener(steel TPO 10-inch Pressure•Sensitive RUSS s[rips are applied over the insulatien
Prelim. spaced 60-inch o.c. The plates are centered over each strip and f���tened 12-
SC 63 Grade 80 steel or min. layers,any i PO-c or TPO-c only)or HDP Fastener(con�rete 6('0
2,500 psi concrete combination attached FXTRA only)and 2 4"Seam Plates inch o.c. Roof cover adhered to each strip by first priming with HP 250
__ ___ _ _____ __ __ _ _ Primer at the strip location,then rolling into place with a hand�oller _
�� -
Exter�nr Research and Design,I LC d/b/a Trinity�ERD
Certd�rate of Authori7at:on�95C3 Evaluation Report N'�I ti060 06 09 h3 for Fl]7 i�)�3
Revision 3.03/1R/;� ;5
�Prt•pari d by: Robert Nieminen,FE 59766 Pppendix 1,Page 7]�;( 8
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TABLE 3A: CONCRETE DECKS—NEW CONSTRUCTION or REROOF(Tear-Off) I'
SYSTEM TYPE A-1:BONDED INSULATION,BONDED ROOF COVER Ii
System Rnof Deck Base Insulation Layer Top Insulation Laye� Root Cove� MpP I
No. (See Note 1) Type Attach Type Attach Membrane Application (psf)
C-1. Min.2,500 psi Min.1.5-inch Poly ISO 1,H-Shield,H-Shield CG OB500 Min.0.25-inch SECUROCK Gypsum- OB500 Mule-Hide TPO-c Mule-Hide TPO-c .120.0
concrete Fiber Roof Board Bonding Adhesive
�Z Min.2,500 psi Min.].5-inch ACFoam II,H•Shield,ENRGY 3 orPoly ISO 1,Poly OB500 (Optional)Additional layers of base OB500 Mule-Hide TPO-c WBBA 2000 127.5
concrete ISO 2 insulation
�3 Min.2,500 psi (Optional)Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Poly OB500 Min.'/<-inch Dens Deck or Dens OB500 Mule-Hide TPO-c WBBA�000 ]27.5
concrete I50 1,Poly ISO 2 _ _ Deck Prime
�4 Min.2,500 psi Min.1.5-inch ACFoam II,H-Shield,E�.RGY 3 or Poly ISO 1,Poly OB500 (Opiional)Additional layers of base OB500 Mule-Hide TPO-c ��'�Ie�Hide TPO-c 750.0
concrete I50 2 insulation' Bonding Adhesive ,
C-5. Min.2,500 psi (Optional)Min.1.5-inch ACFoam II,H Shield,ENRGY 3 or Poly 08500 Min.'/< inch Dens Deck or Dens OB500 Mule-Hide TPO-c Mule Hide TPO�c 750.0
concrete I50 1,Poly I50 2 Deck Prime Banding Adhesive
Min.2,500 si Mule Hide TPO�c
C 6. P Min.2 inch Poly ISO 1,H-Shield,H Shield CG OB500 Min.0 25-inch SECUROCK Gypsum- OB500 Mule-Hide TPO-c Rondi�-�g Adhesive or 147.5
concrr�te Fiber Roof Board
WBBA 2000
�� Min.2,s.('�psi Min.1.5-inch ACFoam II,H-Shield,E"!RGY 3 or Poly ISO 1,Frly CR-20 �CF f�onal)Additional laye�s of base CR-20 Mule•Hide 7P0-c ��BBA 2000 -]27.5
conu�te ISO 2 insulation
� 8 Min.2,`_,00 psi (Optional)Min.1.5-inch ACFoam II,H Shield,ENRGY 3 or Poly CR-20 Min.%�inch Dens Deck or Dens CR-20 Mule�Hide TPO c WBBA 2000 �27.5
concrete ISO 1,Poly I50 2 Deck Prime
�9 Min.2,500 psi Min.1.5•inch ACFoam II,H•Shield,CNRGY 3 or Poly ISO],Poly CR-20 (�Ptional)Additional layers of base Mule�Hide TPO-c
�o��rFte IS0 2 im�lation CR 20 Mule Hide TP0 c -�nding Adhrsive z32.5
C ]0 Min.2,500 psi (Optional)M�n.1.5-inch ACFoam II,H Shield,ENRGY 3 or Poly Min.%�inch Dens Deck or Dens n1�.le Hide TPO-c
, �cnurie I50 7,Poly iS0 2 CR-20 Dr�k Prime CR-20 Mule-Hide TPO-c gonding Adhesi•.e �32 5
�
Exterior Research and DFsign,LLC.d/b/a Trinity�k RD Evaluat�r,r•p.a�port M15060.06 09 F3+nr f l]2772 N3
CertiTicate uf Puthcritatlon k9503 ' Reofs�on 9.D3/;R/2015
� Prepared by: RcbE•�;N'i•minen,PE-59166 Appen��x 1,P,;ge]2 of 18
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TABLE 4A: LIGHTWEIGHT[ONCRETE DECKS-NEW�ONSTRUCTION or REROOF(Tear-Ofi)
SYSTEM TYPE A-lA: BONDED INSULATION,BONDED ROOF COVER
Deck
System BasE Insulation Layer Coverboard MDP
No. (See Note 1) _ Roof Cover/Adhesive sf
lP I
Struct LWC Type Attach Type Attach
Structural Min.250 psi,Min.2-inch thick, Min.1-inch Poly ISO 1 or (Optional)Additional layers base Mule-Hide TPO-c/Mule-Hide TPO-c
LWC-1 �oncrete Elastizell Range II LWIC H-Shield OB500 insulation OB500 gonding Adhesive •z�5.0
LWC z 5tructural Min.200 psi,Min.2-inch thick, Min.1 inch Poly I50 1 or CR-20 (OptionalJ Additional layers base �R 20 Mule Hide TPO-c/Mule-Hide TPO-c .180.0
concrete Elastizell Range II LWIC H-Shield insulation Bonding Adhesive
LWC-3 Structural Min.200 psi,Min.2-inch thick, Min.1-inch Poly I50 1 or CR-20 (Optional)Additional layers base CR-20 Mule-Hide TPO•c/Mule-Hide TPO-c zzz 5
concrete Cel�ore MF Cellular Concrete H-Shield insulation Bonding Adhesive
LWC-4 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/Mule Hide iP0-c zq0 0
concrete Mearlcrete H-Shield insulation Borc�ing Adhesive '
-- - - -- TABLE aB•1: LIGHTWEIGHT CONCRETE OVER STEEI DECK-NEW CONSTRUCTION OR RE-ROOF(TEAR OFF) -- --- �
SYSTEM TYPE F: NON-INSULATED,BONDED ROOF COVER
Detk(See Note 1) Roof Cover I
Y
S NO'm Struct.D�•�k �W�� Surface SupplementalAttachment Type Attach (P�)
Treatment Fasteners _Density - — — �
Min 36 pcf wet cast density,min.200 psi,min.
Min.22 ga.,Type B,Grade 33 steel at 2 �nch thick Celcore MF Cr�llular Concrete(cast Mule I �de WBBA Z000 or Mule� I
LWC 5 max.6 ft spans attached 6 inch o.c. with or without min.1"EPS holey board). See None None v/A TP�� Hide TPO-c Bond�ng 60 0
Note A. Adhesive
-- --- -- -- - - -- - - - _—__ _._. ..- ---- - -� --- ±
Min.;8 pcf wet cast density,min 700 psi,min. ,
Min.22 ga.,Type B,Grade 33 steel at ] 675-inch thick Celcore MF Cellular Concrete Mule�Hlde Mule-Hide TPO�c i
LWC�6 max.4 ft spans attachPd 6•inch o.c. foll�wr�d by min.1 inch EPS holey board with Celcore PVA None N/A TPO-c Bonding Adhe•sive 67 5
min.2 0•�nch thick top coat. See NofeA.
Min.36 pcf wet cast dens�ty,min.200 psi,min. WBBA 2000 oi Mule- u
Min.22 ga.,Type B,Grade 33 steel at 2-inch thick Celcore MF Cellular Concrete(cast Mule-Hide HDP Fastener i Mule Hide 67 5
LWC 7 max.6 ft spans 6-inch o.c. with or without min.1"EPS holey board). See None With 3"Insulation Plate 1 per 9 ft TPO-c Hide TPO-c Bonding secaorre
Note A. Adhesive
Min.36 pcf wet cast density,min.200 psi,min. ,
Min.22 a.,T e B,Grade 33 steel at 2 inch thick Celcore MF Cellular Concrete cast Mule�Hide HDP Fastener WBBA Z000 or Mule-
LWC-8 g YP � None ] per 1 ft2 Mule Hide Hide TPO-c Bonding '�z0.0
max.6 ft spans 6-inch"o.c. with or without min.1"EPS holey board). See with 3"Insulation Plate TPO-c serNoree
Note A. Adhesive
Note A.J �/rhe LWC lo be used on the project is no[Celrore Mf,or�f ihe LWC is existing 1n o re�roo/(teor-oJJJ rondirfoq rompressive streng�h ond Jostener withdrowol re�sistcnee tes�ing sholl be ronduued. Compressive st�eng�h�rsting shall be�n
orcordcnre with ASTM C495(for new pour/or ASTM C709(for exist�ngJ and sholl yreld o m�nimum 100 psi resul[. Field w�thdro wol resistonce test�ng in orcordonce wi[h 1AS]OS and shnll yield o M[NF o/55 Ibf wifh an Trufost!M 90 Bose Shret Foster��r
!f que�!.;r.r-xis[s os to the odhesior ro the(WCsur/ore,field rr•nng!n orcordonce with!M t PDS 1 29 or ASTM f907 is rerommended.All testing hn/l6e performed by on,:,,•rdited testing ogenry m�r�•;�,ble�o[he AHI.
N�i�8.J(ineor interpolation between wpplemenfal ottach,menf at]per 9/tl for-675 psJcnd]per 1/[7 for-170.0 ps/is permissible. Such,�,ferpolofinn sholl be perfor:�ed 6y o queLfied design E�o/essonnl ro the sotisJa�O�,n of Ihe AHI.
•
Extericr FFsrarch and Design,LLC.d/b/a Trinity�ERD fvalualion Report M]5060 C6 09 R3 for FL12772 R3
Cciiif��ste�,f Authorization k9503 Revlsion 3:Od/'S/.'�15
- Preparrd hy Rcbert Nieminen,PE 59:G6 Pppendlx 1,Page 13 cf'8
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TABLE 4B•2: LIGHTWEIGHT CONCRETE OVER STRUCTURAI CONCRETE-NEW CONSTRUCTION
SYSTEM TYPE F NON-INSULATED,BONDED ROOF COVER
- � --
�ystem Deck Roof Cover �,qpp
No. Roof Deck LWC Membrane Application (Psf)
LWC-9 Min.2,500 psi concrete Min.250 psi,Min.2"thick,Elastizell Range II LWIC Mule-Hide TPO-c WBBA 2000 67 5
LWC-10 Min.2,500 psi concrete Min.250 psi,Min.2"thick,Elastizell Range II LWIC(EPS board optional) Mule-Hide TPO-c Mule�Hide TPO-c Zq0.0
Bonding Adhesive
Mule Hide TPO-c
' LbvC-11 Min.2,500 psi contrete Min.300 psi,Min.2"thick,Elastizell Range II LWIC(rio EPS board) Mule-Hide TPO-c �.��5 0
Bonding Adhesive
LWC-12 Min.2,500 psi concrete Min.300 psi,Min.2"thick,Celcore Cellular Concrete Mule-Hide TPO-c WBBA 2000 82 5
LWC-13 Min.2,500 psi concrete Min.300 psi,Min.2"thick,Crlcore Cellular�oncrete Mule-Hide TPO-c Mule Hide TPO-c �,5 0
• Bonding Adhesive
Min 36 pcf wet tast density,min.200 psi,min.2 inch thick Celcore MF Ce;'ular Concrete(cast w�th
LWC-14 Min.2,500 psi concrete or without min.1"EPS holey board). See NoteA. Mule-Hide TPO-c WBBA 2000 i]1 5
LWC-15 Min.2,500 si conuete Min.36 pcf wet cast density,min.200 psi,min.2 inch thick Celcore MF Cellular Concrete(cast with Mule Hide TPO-c
P Mule-Hide TPO-c �Rp 0
or wiihout min.1"EPS holey board). See Note A. Bonding Adhesive
Nore A.J If the LWC fe be used on the project is�ot Cel�ore MF,or if the L WC is existing in a ie-rooJ(!ear-off)condition,compn�sive strength and fastenr�wi�hdrewol resismnce te•r�ng shall be conducted. Compressive strenyth resti��;•r,oll be in
� ocrordonte with AS7M C495�Jor new pourJ o�AS7M C109/Jor exis[ing)ond sholl yield o minimum 700 psi resu� Field withdro wcl ies�smnre testing in orco�don�e wlrh TAS]OS ond�boll yield c MCRF oJ55/bJ wirh an Tiu/ost fM 90 8ose SFrr r�ne rener
if question exists as to the r.�'hPsion to the L W[surfoc.=fleld testing in ocrordanre with FM LPD51-19 or AST^A F907 is recommended.A�1�rsting shall be perJormed�v on orc redi[ed tes[ing ocenry acceptoble to the AH.I.
TABLE SA: GYPSUM DECKS- REROOF(Tear-Off)
SYSTEM TYPE A-1:BONDED INSULAliON,BOr�DED ROOF COVER
— �-- - ----- -- --- ---- -----., - ----- ---- -�- ---
System Base'nsulation Layer Top In•ul,r�n Layer Roc•f Cn�er ,,��p
RoofDeck — — --- - — --- - -- ---- -- --- — -- --. ..
No. Type Atta4h Type Attach Type Applic�tion �P`f)
Existing sound�;ypsum or Min.] 5 �nch ACFoam il,H-Sh�eld,ENRGY 3 or Poly ISO 1, (O�,tional)Additiunal I,yf-rs
G�1. gYPsump�ank PolyiS02 CR-20 CR20 Mule�HideTPO-c WBBA2000 1.�15
of base insulation
Existing sound gypsum or (Optional)Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Min.%-inch Dens Deck or
�z� gypsum plank Poly ISO 1,Poly I50 2 �R 20 Dens Deck Prime CR-20 Mule-Hide TPO-c WBRA 2000 1?7 5
G-3. Existing sound gypsum or h4in.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Poly ISO 1, CR-20 IOptional)Additional layers CR-20 Mule-Hide TPO-c Mule-Hide TPO-c 13z.5
gypsum plank Poly I50 2 of base insulation Bonding Adhesive
Existing sound gypsum or (Optional)Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Min.%-inch Dens Deck ur Mule�Hide TPO-c
�4� gypsum plank Poly I50 1,Poly ISO 2 CR•20 Dens Deck Prime �R-20 Mule-Hide TPO-c gonding Adhesive ?�z'S
�
Erterior Research and Devgn,LLC.d/b/a Trinity�f RD Evaluation RFpert M75060.06.09�R3 for f I I?772 R3
Crrtificate of Authcriraticn u9503 � Revis�on i 0�/'°/2015
� P�epared by: Robert Niemint-n,FE 59166 Appendix I,P.��;�•;4 uf i8
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TABLE 6A: RECOVER APPLICATIONS ,
SYSTEM TYPE A-1: BONDED INSULATION,BONDED ROOF COVER _
Substrate Rase Insulation Layer Top Insulation Layer Roof Cover MDP
System _ . -- (psf)
No. (See Note 12) Type Attach Type Attach Type Application __
Existing zsphaitic BUR or Min.1.5-inch ACFoam il,H-Shield,ENRGY�3 or Poly OB500 (�Ptional)Additional layers of base OB500 Mule-Hide WBBA 2000 or Mule�H�de _120.0
R-1 mineral surface cap sheet ISO 1,Poly ISO 2 insulation TPO-c TPO-c Bonding Adhesive
Min.Y-inch Dens Deck,Dens Deck Mule-Hide WBBA 2000 or Mule-Hide
R z Existing asphaltic BUR or (Optional)Min.1.5-inch ACFoam II,H-Shield, pg500 Prime or SECUROCK Gypsum-Fiber OB500 -120.0
mi�r�al surface cap sheet ENRGY 3 or Poly ISO 1,Poly I50 2 TPO-c TPO-c Bonding Adhesive
Ruof Board
Existing asphaltic BUR or Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Poly (Optional)Additional layers of base �R 20 Mule-Hide WBBA z000 -127.5
R-3 CR-20 7P0-c _ _
mineral surface cap sheet ISO 1,Poly I50 2 insvlation
— Min.'/<-inch Dens Deck or Dens Deck Mule-Hide
Existing a�phaltic BUR or (Optional)Min.1.5-inch ACFoam II,H-Shield, CR 20 Prime or SECUROCK Gvpsum Fiber CR-20 WBBA 2000 -1�7.5
R-4 i�„ eral surface cap sheet ENRGY 3 or Poly ISO 1,Poly ISO 2 TPO-c —
"noof Board
Exist�ng asphaltic BUR or Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Poly (Optional)Additional layers of base Mule-Hide Mule•Hide TPO-c Bonding z32.5
R-5 CR-20 �R��� Tp0-c Adhesive __
mineral surface cap sheet ISO 1,Poly I50 2 _ _ insulation __ _ _ _ __ .___.,____.
- - � M�n.%�inch Dens Deck or Dens Deck Mule-Hide Mule-Hide 1P0-c R�nding
Fxisting asphaltic BUR cr (Optional)Min.1.5 inch ACFoam II,H-Shie!d, CR-20 Prime or SECUROCK Gypsum-Fiber CR-20 -232.5
R-6 m;neral surface cap sheet ENRGY 3 or Poly ISO 1,Poly ISO 2 .. TPO-c Adhesive —
Rooi Board
r
Eval,,;,tion Repoit M15060.06 L•3 R3 ior FL72772 R3
Exterior Research and Design,LLC.d/b/a ir�n�ry�ERD Rrv�s:cn 3:03/18/2015
Certifir te of Authcriaation N9503 Pppc�,d'x],Page 15 of]8
prepared by Potert N�eminen,PE-597G6
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TABLE 6B. STEEL--RECOVER
SYSTEM TYPE D-1: INSULATED,MECHANICALLY ATTACHED ROOF COVER
(All areos where the existing me[ol ponels do not lay flush on the underlying pwlin shall have o 0.15�inch diometei pilot hole pie�diilled in[o the panel pr�or to driving the Purlin Fostc nei in[o Ihe purlin.J
System Insulation Rc.of Cover MDP
Deck -
No. Type Attach Membrene Fasteners Attachrnent (psf)
Existing standing seam or lap seam metal roof covers � 12-inch o.c.within 5.5 inch wide laps�paced
One or more layers, Prelim. Mule-Hide TPO-c Mule-Hide Purlin Fastener
R-7 having min.16 ga.(0.0598-inch)to max.3/16-inch any combination attach or TPO-c EXTRA� 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.S�inch heat weld.
Exfsting standing seam or lap seam metal roof covers 12-inch o.c.within 5.5-inch wide laps spaced
One or more lay�rs, Prelim. Mule•Hide TPO-c Mule-Hide Purlin Fasterc:r
R-8 having min.16 ga.(0.0598 inch)to max.3/16�inch any combination attach or TPO-c EXTRA and 2.4 Seam Plate max.115-inch o.c.to engage steel purlin. laps �45.0
thick steel purlins spaced max.115-inch o.�. sealed with 1.S inch heat weld.
Existing standing seam or lap seam metal roof covers � 12-inch o.c.within 5.5-inch wide laps spaced
One or more IayPrs, Prelim. Mule�Hide TPO-c Mule Hide Purlin Fastener
R-9 h,:ving min.16 ga.(0 059P, inch)to max.3/16-inch any combination attach or TPO•c EXTRA and 2 4 Seam Plate max.54.5-inch o c to engage steel purlin. I aps -60 0
thick steel purlins spaced max.54.5-inch o.c. sealed with 1.S�inch heat weld.
Existing standing seam or lap seam metal roof covers 6�inch o.c.within 5.5 inch wide laps spacrd
One or more layers, Prelim. Mule Hide TPO-c Mule•Hide Purlin Fastener
R ]0 h��ving min.16 ga.(0.0598 inch)to max.3/76 inch any combination attach or 1P0-c EXTRA and 2 4 Seam Plate max.138.5-inch o c to engage steel purlin. 60.0
th�ek steel purlins spaced m�x.138.5-inch o.c. Laps sealed with 1.5 inch heat weld.
Existing standing seam or lap�eam metal roof covers 6-inch o.c.within 5 5 i�:ch wide laps spaced
One or more layers, Prelim. Mule-Hide TPO-c Mule-Hide Purlin Fa�tener
R-�1 having min.16 ga (0 U598 inch)to max.3/16 inch any combination attach or TPO-c EXiRA. and 2 4 Seam Plate max.90.S�inch o c to engage steel p�rlin. laps 67 5
ihiek steel purlins spaced max.90.5-inch o.c. sealed with 1.5 inch heat weld.
Ex�sting standing se�m or lap seam metal roof�overs 9 inch o.t.within 5.5 inch wide laps sFaced
One or more layers, Prelim. Mule�Hide TPO-c Mule-Hide Purlin Fastener
R ]2 having min.16 ga.(0 0598 inch)to max.3/16•inch max.114 5 inch o c.to engage steel purlin. 75 0
any combination attach or TPO-c EXTRA and 2.4 Seam Plate
thick steel purlins spa�ed max.114.5-inch o.c. Laps sealed with 1.5 inch heat weld.
Ex�sting standir�g seam or lap seam metal roof covers 6-inch o.c.within 5.5�nch wide laps spaced
. One or more layers, Prelim. Mule-Hide TPO-c Mule-Hide Purlin FaslenPr
R ]3 h;,�ir�g min.16 ga (0 05�8 inch)to max.3/]6 m�h any comb nau�.n attach or TPO-c EXTRA nd 2 4 Seam Plate max.42.5 inch o r to engage steel purlin �aps 82 5
�h���k 5teel purlins spacad m::x.d2.5-inch o.c. sealed with 1.5 in�h heat weld.
Fw��ting standing seam or I;�p seam metal roof covers 6-inch o.c.within 5 5 inc.h wide laps sp��ced
One or more I;yers, Prelim. Mule�Hide TPO-c Mule-Hide Purlin Fastf���er
R•14 ha�ing min.16 ga.(O.OS98 inch)to max.3/16 inch any combination attach or 1 PO-c EX'TRA and 2 4 Seam Plate max.114.S�inch o c to engage steel p�rlin. 90.0
ih��k steel purlins sp,�red max.114.5-inch o.c Laps sealed w�ih 1 5 inch heat weld.
,
Exterior Res��.�rih and Design,LIC.d/b/a Tr�nity�ERD Fvaluation Report M15Q60�F 09�R3 for I L12772 R3
('erdicate uf�uthorization N9503 Rrvision 3:03/]3/2075
Prepared t•y Ru6ert Nieminen,FE 59:G6 �i;,i•ndix 1,Page]6 0(]8
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TABLE 6C. RECOVERAPPLICATIONS
SYSTFM7YPEE-1. NON-INSULAIED,MECHANICALLYATTACHEDROOFCOVER
System Deck Roof Cover -
MDP(;sf)
No. (See Note 1) Membrene Fasteners Fastener Spacing Lap Width lap Spacing Seam Weld
Mule-Hide TPO-c Mule-Hide EHD Fastener and 2.4"Seam Plates installed through to
R-15 Existing steel deck Fleece Back,60-mil engage existing deck'(Field W/D>695 Ib�J 12-inch o.�. 5-inch 139•inch o.c. 1.5-inch outside -30.0
Existing steel deck, Mule-Hide TPO-c Mule-Hide EHD Fastener and 2.4"Seam Plates installed through to
R-]6 min.Grade 80 Fleece Back engage existing deck(Field W/D>695 IbfJ ]2-inch o.c. 5.5-inch 139-inch o.c. 1.5-inch outside •30.0
R 17 Existin steel d��k Mule-Hide TPO-c Mule�Hide EHD Plus fasteners and 2 4"Plus Seam Plates installed
g Fleece Back,60 mil through to engage existing deck (Field W/D>4341bf) 6-inch o.c. 5-inch 139-inch o.c. 1 5 :nch outside -37 5
Existing�teel deck, Mule-Hide TPO-c Mule-Hide EHD Fastener and 2.4"Seam Plates installed through to J
R �$ min.Grade 80 Fleece Back engage existing deck(Field W/D>434 IbfJ • 6-inch o.c. 5.5-inch 139-in�h o.c. 1.5-inch outside 37.5
R-]9 Existing steel deck Mule-Hide TPO c Mule-Hide EHD Pius Fasteners and 2.4"Plus Seam Plates installed 12-inch o.c. 5-inch ]15�inch o.c. 1.5•inch outside 37.5
Fleece Back,60-m�1 through to engage cxisting deck (FiPld W/D>7191bfJ
Existing st�el�ieck, Mule-Hide TPO�c Mule•Hide CfiD Plus Fasteners and 2 4"Plus Seam Plates inst�lled
R�20 min.Grade 80 Fleece Back through ro engrige existing deck(field w/D>71916JJ 12 inch o.c. 5.5-inch ]15�inch o.c. 1.5-inch outside 37 S
Existing steei deck, Mule-Hide TPO-c Mule Hide EHD Fastener and 2 4"Seam Plates installed through to
R �� min.Grade 80 Fleece Back engage existing deck(Field W/D>455 16JJ 6-inch o c 5.5-inch 91-inch o.c. 1 5�1nch outside 60 0
- - --------- -- -- ---— --- —----- --------- --- — --- --- ---------
Existing sit'rl deck, Mule-Hide i PO-t Mule�Hide EHD Plus Fasteners and 2 4"Plus Seam Plates�i stalled
R ?z min.Grade 80 Fleece Back,60 mil through to engage existing deck�F�eld W/D>91016�) � 12-inch o.c 5-inch 91-inch o.c. 7 5-inch outside 60 0
Existing structural Mule-Hide TPO�c Mule Hide HDP Fastener and 2 4"Seam Plates installed through to
R 23 �oncrete Fleece Back engage existing dPck(Field W/D�695 fb(J 12-inch u.c. 5.5-inch 139-inch o.c. 1.S inch outside _0 0
Existing structural Mule-Hide TPO-c Mule�Hide HDP Fastener and 2.4"�Pam Plates installed through to
R `4 concrete Fleece Back engage existing deck Plates(Field W/D�434 16J) 6-inch o.c. 5.5-inch ]39 inch o.c. 1 5 inch outside 37.5
' Existing stru�rural Mule-Hide TPO c Mule-Hide HOP Fastener and 2 4"S�;,rn,Plates installed thro�agh to
R 25 �oncrete Fleece Ba�k engage�xistn,g dc�c k(Field W/D>71 S'ihf) 12 inc h o c 5.5 inch ]]5-inch o.c. 1 5 inch outside 37 5
� -- — - -- -- -- --- •--- - -- - -- ---- -- -- �--- - _ ._._.._
Existing structural Muie-Hide 1 PO c Mule�Hide HDP Fastener and 2 4"Sram Plates installed th�ough to
R 26 �oncr�;e Fleece Back eng�i�c exist•�g deck(Field VL'/D>455 Ibf) 6-inch o.t. 5.5-inch 91 inch o.c. 1 5 inch outside 60 0
R-z� Existing str��etural Mule-Hide TPO c Mule�Flide iaDP Fastener and 2.4"�eam Plates installed th�ough to 12-inch e c 5-inch 91-inch o.c. ] 5-inch outside EO 0
concrete Fleece Back,60 mil engage ex�sting deck (Freld W/D>91G IbfJ
,
E�:erlor Research and Des15n,llC.d/b/a Trinity�ERD Evaluation Repon M15060.C6.G9�R3 for fl 117i2 R3
CriufuateofAuthoiizationa9503 Revis�on3 09/;ft/2015
P�rpart d by' Robert Nicmini n,PE 59766 Appendix 1,Page 17 uf;8
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TABLE 6D: RECOVER APPLICATIONS
SYSTEM TYPE F-2: NEW LIGHTWEIGHT CONCRETE OVER EXITISTING ROOF,BONDED ROOF COVER
System Substrate(See Notes 1&12) Roof Cover
-- MDP(psf)
No. Deck Existing Roof Lightweight Concrete Type Attach
R z8 Structural Existing asphalt BUR or smooth-or granule-surface` Min.250 psi,Min.2 inch thick,Elastizell Rarge II Mule-Hide TPO-t WBBA 2000 67.5
concrete 585 modified bitumen LWIC(EPS board optional)
Structural Existing asphalt BUR or granule surface SBS modified Min.250 psi,Min.2-in�h thick,Elastizell Range II Mule Hide TPO-c Bonding
R 29 concrete bitumen LWIC(EPS board optional) Mule-Hide TPO-c Adhesive -30Z.5
Structural Existing asphalt BUR or smooth surface 585 modified Min.250 psi,Min.2 inch thick,Elastizell Range II Mule Hide TPO-c Bonding
R-30 �oncrete bitumen LWIC(EPS board optional) Mule-Hide 7P0-c qdhesive -342 0
Exterior Research,:nd Design,LLC.d/b/a Trimty�ERD Evalw�tlon Report M15D60 06 09 F3 for Fl]2172 R3
Certificate of Auihcrization tt9503 Rrwc r.n 3.03/18/7015
Prepared by Ri F,•v�t Nieminen,PE 59]66 Appt�ni!x l,P;�ge 18 of 18
c