HomeMy WebLinkAbout16-17764 T...
j CITY OF ZEPHYRHILLS
` � 5335-8TH STREET
(81.3)7s0-o020 17764
BUILDING PERMIT
PERMIT INFORMATI4N �I.00ATION INFORMATION
Permit I�umber: 17764 Address: 5335 8TH ST
Pern�it Type: RE-ROOF ZEPHYRHILLS, FL.
Class �af Work: RQOi= REPLACEMENT Township: Range: Boak: ��
Propo�ed Use: COMMERCIAL Lot(s): Btock: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHlLLS
E�t.Value: Parcel Number: 91-26-21-0010-13400-0010
Imprc�v. Cost: 2,499.00 OWNER INFORMATION
Da#e Issued: 4117120 7 - Name: CITY OF ZEPNYRHI�LS �S#6
Totial Fees: 7 0 Address: 5335 8TH ST
Amo�ant Paid: 75 ZEPHYRNlLLS, FL. 33542
Date Paid: 4/17/201 Phone:
Wc�rk Desc: REROOF TPO MAUSQLEUM @ C?AKSIDE CEMETERY ClTY PR4JECT FEE UVAIVE
CONTRACTOR S APPLICATION FEES
PAUL D SCHAPER ROOFING WC REROQF COMMERCIAL 75.OQ
,
,
,
Ins ections Re ired
D NR� OFINS
TAPE JOINTS R F IN P
FINAL� i ...-�
REINS�PECTION FEES: (c)With respect to Reinspection fees will comply writh Flarida Statute 553.80 (2)(c)the
loca!governmenfi shalt impose a fee of four times the amounfi of the fee impased far the irtitial inspection or
� first reinspection,whichever is greater,far each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additiana! restrictians applicable to this property that
may b found in the pubiic records af this county, and there may 6e additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
'"Wa ning ta awner: Your failure to recard a natice af commencement may resuit in yoar paying twice far
impr�vements#o your property. If you intend to obtain financing, consult wi#h your lender or an attorney
before recording yaur rtotice of commencement."
Compl�te Plans, Specifications Must Accompany Application.All wark shall be performed in accordance with
Ci Codes and Ordinances. NO OCCUPANCY BEEORE C.O.
NO OCCUPANCY BEFORE C.O.
�}: �
5�
� TRACTOR SIGNATURE PERMIT (JFFI R
PERMIT EXPIRES IN 6 MflHTHS WITHtiUT APPRt3VED INSPECTION
- . CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
�� 3 , PRt3TECT CARD FROM WEATHER
�
. CITY OF ZEPHYRHILLS
` 5335-8TH 5TREE1'
(813)780-0020 'i 7764
BUILDING RERMIT �
PERMIT INFORMATION � LOCATION INFORMATION
Permit t�umber: 17764 Address: 5335 $TH ST
Permit Type: RE-RCIOF ZEPHYRHILLS, FL.
Class �f Work: ROOF REPLACEMENT Township: Range: Book:
Propos d Use: COMMERCIAL Lot(s}: k: Section:
Squa e Feet: S . RHILLS
Es .Value: rcel Number: 1'(-26-21- 0-13 0010
Impra�. Cast: 2,499.00 � OWNER INFORMATI N
Date�ssued: 41'f 7I2017 . . �� Name: C1TY OF ZEPHYRHI�LS �S#6
Total Fees: 'T5 0 Address: 5335 8TH ST
Amo�nt Paid: 75 0 ZEPNYRHILLS, FL. 33542
Da e Paid: 4/17/2Q17 Phane:
Wor,k De c: OLEUM @ C?A E CEMETERY ClTY PROJECT F -E--V�IAlVE
TRACTO A�PL�tC7CTi' N FEES
�����,,> RERO(�F COMMERCIAL 75.p0
�- �����-
� Ins ectians Re uired (7 7
DR IN R F IN
,
TAPE JOINTS ROOF INSP
FINAL I
REINS ECTION FEES: (c)With respect ta Reinspection fees will comply with Flarida Statute 553.80 (2)(c)the
loca! overnment shall impose a fee of four times the amount af the fee imposed far the initia! inspection or
first reinspection,whichever is greater,far each such subsequent reinspection.
NOTIC�: In addition to the requirements of this permit, there maybe additional restrictians applicable to this property that
may be found in the public records of this county, and there may be additional permits required from ather governmental
� entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a natice af commencement may resuEt in your paying twice for
impr�vements ta your property. If you intend to abtain financing,consult with your lender or an attorney
before recorcling your notice of commencement."
Compl�ete Plans,Specifications Must Accompany Application.All wark shall be pertormed in accordance with
Ci Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NU OCCUPANCY BEFORE C.O.
CO T CTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN fi MCyNTHS 1NITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PRUTECT CARD FROM WEATHER
' ' 813-780-0020 � City of Zephyrhills Permit Application Fax-813-780-0021
� ` Building Department
Date Rece(ved �
Phone ContactforPermitting Z-
Owners Name ('Y �.{ ( Owner Phone Number
Owner's Address J�� �Y��}-� Owner Phone Number
Fee Slmple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOBADDRESS �Q �uc tCQ,I WCXJ�r C�,� LOT# �
SUBDIVISION PARCELID# I�-2�D�ZI� ��0� — ���
(OBTAINEO FROM PROPERTY TAX NOTICE)
WORKPROPOSED e NSTALLSTRd REPAIR � SIGN Q Q DEMOLISH
u
PROPOSED USE Q SFR Q COMM 0 OTHER
TYPE OF CON5TRUCTION Q BLOCK Q FRAME � STEEL Q
DESCRIPTION OF WORK C�,\ � �O
BUILDING SIZE SQ FOOTAGE� HEIGHT �
Q�UILDING S r���(y cX'+ VALUATION OF TOTAL CONSTRUCTION
G —1
QELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C.
�PLUMBING $ � �,/,S� �
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION V � � /�
� i������'
QGAS � ROOFING Q SPECIALTY � OTHER �� ��' (
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO � /
BUILDER �! �OMPANY� �� SC��.I�l� /N �C
SIGNATURE
Address � � �! •� •!,S `-t License# ���U�3`-Y
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# �
\
PLUMBER COMPANY ,'
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N �
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
OTHER COMPANY
51GNATURE REGISTERED Y I N FEE CURRE� Y/N
Address � " License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIt1111111111111111111111I11
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Pertnit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities 8�1 dumpster;Site Work Pertni[for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fartns.R-O-W Permit far new conslruction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities 8 1 dumpster Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
Dlrectlons:•
Fill out application completely.
Owner&Conhactor sign back of applicatlon,notarized
If over$2500,a Notice of Commencement Is required. (AIC upgrades over$7500)
" Agent(for the contractor)or Power of Attorney(Tor the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMI7TING (copy of coniract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PbUSurvey/Footage)
Drivaways-Not over Counter if on public roadways..needs ROW
.
,
� '
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed°restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the '
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION 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 occupanc�'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 WatedSewer 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 be pertormed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that i understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
' Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Welis, 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:
I _ 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
i 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, welis, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER R N ATTORNEY BEFORE RECORDING YOUR NOTI OMMENCEMENT.
FLORIDA JURAT(F.S.11
OWNE ORAGENT CONTRACTOR
Su i e d swo q(or aff n ed efor me this S s be nd swom to( ffirmed)bl f r me t is
� r by ,ICI/� ' _��by �� P
Who Is/a persona ly known to me or has/have pre�uced Wh is/a e personaliy known to me or has/have pradviced
as identification. _�.-�' as identlficaGon.
��!�n l 1�.. II�UI/L-�� Notary Public �SK/1.�� Notary Public
Commisslon No. Commission Na.
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.�r,�� � -:�FJ t ���1�iA"i&OBINSON Name of N , d;:'ont d or stam ed
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the bucer shnll hc enliticJ to resciod Ilic u�dcr mid rcmm tlic uuuced mcrchandixc mid shall nlsa�bc hcld l�mndexa b�•tl�r mnnnfacwrcc
ar xlfrr agaia�t an}pcnally maured und4,r thc cust of dciense of an��procecJing dr.ipncd u��Knnhrc Au bu}er.
3/9/2017 14-26-21-0010-0650a0000�Pasco County Property Appraiser
Data Current as Of: Weekly Archive - Saturday, March 4, 2017
Parcel ID 10-26-21-0010-06500-0000 (Card: 001 of 001)
Classification 70 - Vacant Institutional
I Mailing Address Property Value
CITY OF ZEPHYRHILLS CEMETERY Ag Land $0
I 5335 8TH ST Land $74,186
�EPHYRHILLS FL 33542-4312
Physical Address Building $0
Physical Address IV/A Extra Features $1,742
L nal Description (First a�ines)
ZH COL SUB B 1 P 55 B 2 7ust Value $75,928
P1, 6TR65 5 10 26 21
Jurisdiction Assessed (Non-School Amendment i) $75,928
Citv of Zephvrhilis
Taxable Vafue $0
Land Detail (Card: 001 of 001)
Li e � Use Description Zoning Units Type Price Condition Value
1 7600 MORTUARY OORC 0.50 AC $26,030.00 1.00 ` $13,015
7600 MORTUARY OORC 1.50 AC $26,030.00 0.70 $27,332
3 7600 MORTUARY OORC 2.00 AC $26,030.00 0.50 $26,030
� 7600 MORTUARY OORC 1.00 AC $26,030.00 0.30 $7,809
Additional Land Information
Ac es 5.00 Tax Area 30ZH FEMA Code -- Residential Code 1ZHC.S1
Building Information - Use 00 - Unimproved (Card: 001 of 001)
Unim roved Parcel 00 - Unim roved
Extra Features (Card: 001 of 001)
Line Description Year Units Value
1 CLFENCE 2003 3,870 $1,742
ISales Historv
Previous Owner: N/A
onth/Year Book/Page Type DOR Code Condition Amount
' -- No Sales History --
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http://apprais r.pascogov.com/ 1/1
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E}t7E�21��6tIES�CAtdCH&DESfGi�,L�C.
Certificate ofAuthorization#9503
. 353 Chiistian Street
. �����E�}�� Oxford,CT 06478
' PHONE:(203)262-9245
FAX:(203)262-9243
EVALiJAT�N REPORT
Mule,Hid�Products.Co.,.lnc. _Evaluation Report M150S0.06,09-R3..
1195 PrinceI� Hall Drive,Suite A "=FL3.2a92=Et�.'
Beloi�,WI b3511-5481 Date of Issuanse:06/24/2009
Revision 3:03J18f2015
SCOPE:
This Evalulation Report is issued under Rule 61G20-3 and the applicable rules and reguiations governing the use of
constructi�n 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 herefn has been evafuated for compliance with
the 5`�Edi fon(2014�)�Ekarida•BuiEdir�g Coe}e�seeEions�nvted��re�e���.
�ESCRIPTIO : Mule-{�I�C�'P�O-s Si�gl�Piv Raof 5ysterre�s
LABELING: �abeling shat!be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIAIVCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quatity As urance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this
Evaluatio Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
reference Quality Assurance dflcumentation changes. Trinity�ERD requires a complete review of this Evaluation Report
relative to updated Coc3e requirements wifh each Code Cycle.
ADVERYISE ENT: The Evaluation Report number preceded by the words "Trinity � EiiD Evaluated" may be displayed in
advertisin�iiterature. ►f a�y portiot�of tt�e Eva4uation Report is displayed,then it shall he dnne in its eatirety.
INSPECTION�� Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributo and shall be availab(e for inspection at the job site at the request of the 6uilding Official.
This Evalu tion Report consists of pages 1 through 4,p{us an 18-page Appendix.
LLL[� �
PKepared jl: +`,�►�+�?�j�'�,tl;{i+R�i�o
.�`�q-�j���s.`•���i%
�on:�.\�•3?•-ng"•'�'': ,
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;�"�$"' �1; Thefacslmilesealappearin �rasauthorizedb RobertNieminen,
Robert J. iVteminen P.E. � ��`•^' � ` '''�" � � y
� �,�^.,1�r 1?:r':+c' P.E,on 03/18/2015.This does notsecve as an electrontcallyslgned
Florida Regi tratton No�59166�FlO�ida DCA ANE1983 i'•�i���JUt V��+�` document.S�gned,sealed hardcopies have 6een transmitted to the
Product Appraval Administratar and to the named dlent
CERTIfICATI IN OF INDEPEMDENCE:
' 1. Exteribr Research&Design,LLC.d/b/a Trinity J 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. Exteri�r Resear�h & Design, LLC. d/b/a Trinity J ERO is not owned, operated or controlled by any company manufacturing or
distri6uting produets iteva4uates.
3. Robe Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or dlstributing products for
whfch the evaluation reports are be(ng issued.
4. Robe Nieminen,P.E,does not have,nor will acquire,a financial fnterest in any other entity involved in the approvai process of the
produ�t.
5. This i�a buiidfng code evaluation. Neither Tr[nity�ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
proje on which this EvatuatEon Report,or�revfous ver.sians�hereo€, fs/was�sec#foF pevrz�tttir�g oF design gutdance unless reta(ned.
speci cally for that purpose.
�,�L W�RI<SN�AL4����'L���`v1�rH
PR�VAILING CODES �EVIEI/V DATE I ��
FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,AND C��y OF ZEPH RHt�S
CITY OF ZEPHYRHILLS ORDINANCES p�qN EXAMINER
� ' .1
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EtO�FING�jYSTEMS EVALUAT{ON:
�. S�OPE:
Produ�t Cate�ory: Roofing
Sd�b-Category. Single Piy Roof Systems
C�mpliance Statement: Mule-Hide TPO-c 5ingle 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
^�. �f Ilowing Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
ANDARDS:
��aceion Pro e Standard Vear
]�504.3.1 Wtnd FM 4474 2094
1�504.7 Impact FM 4470 1992
1507.13.2 Physical Properties ASTM D6878 Zo�$
]�523.6.2
W ind TA5114 2011
�
$. REFERENCES:
Examination Reference Date
nti ��5z as/z9l2oa�
�CRC(TST4671) TRS 114 10/15/2007
CRC(TST4671) TAS 114 ��-�Sg OS/19/2010
CRC(TST4671) FM4470 10•009 p6/ZS/Z011
CRC(TST�1671) FM4470 11-035
CRC(TST4671) FM4470 14-016 OS/25/2010
�CRC(TST4671) FM4470 1D-019 08/25/2010
l�TI(TST1588) FM4470 03-37050.01 03/13/2�D0
�TI(T5T1588) Physipl PropeRies O1-3749D.D1 OS/26/2004
�ITI�TST3588) TA5114 D7772.01-309-18 07J09/2014
ATI(TS'f1588) TAS 114 �7772.02-309-18 07/14/2014
L Tas s1a cr�a-iosR ln/�lzoos
q L�TST 1577) �('Gq-105R-S 30/13/20D8
tT1�TST 157� TA51�4
TAS 114 CTLA-lOSR•2 10/13/2008
L(75T 1577) 10/IS/2008
I�TST 1577) TAS 114 CTLA-106R
�i(75T1577� TA5114 CfLA-106R•1 10/16/20D8
(TST 1577) TA5114 Ci'LA-106R-2 1a/16/2006
� TAS 114 CfLA-106R-3 10/16/2008
�L(TST 1577) R�p-IU6R-4 10/16/2U08
(TST 1577) TAS 114 O1/13/2009
�GTL(TST 1577) TAS 117 GTCA i11R
ERD(TST 6049) FM4470/FM 4474 02764.09.05-R1 12/1D/2Q�7
ERD(TST 6049) Physfcal Properttes C32760.U1.11 OS/19/2011
ERD(TST 6049) FM 4474 M5830.1D.07-RT 01/23/2009
ERD(T5f 6049) FAli4474 M3D780.0.9.09 09(23/2009
FM4470 3Z9A1.AM 10/15/1997
FM(T5T1867) 3001522 03/26/1999
FM(TST1867) FM4470 03/3D/1999
FM(TST1867) FM4470 3003393
FM Approvals{TST1867) PM 4470 3012879 04/04/2Q03
FM Approvals(T5T1867) FM 4470 3013564 O6/27/2003
FM(TST1867) FM4470 3014692 OSJ05/2003
� FM(TSr1867) FM4470/FM 4474 3017662 O6/07/2005
' FM(T5T1867) FM447D/FM 4474 3023032 07/20/20D5
PM(T5T1867) fM4470/FM 4474 3020845 Ol/25/2006
FM Approvals�TST1861) fM 4470/4474 3023458 07/38/20D6
FM447D/FM 4474 3022174 09/25/2006
fM�TS7'�86�y 3026964 07/25J20D7
' FM Approvals(7ST1867) FM 4470/4474 09/OS/2008
FM Approvals(TST1867J FM 4470/A474 302984D
FM Approvais(TST3867j FM4470 3037400 09/02/2009
i FM Approvals('TST1867) FM4470/4474 3035762 U3/08/2011
FM A roVals(TST1867) FM4470/4474 3041535 O6/OS/2011
pp 06 24 2011
� FM Approvals(TSTi867) FM4470/4474 3039340 / /
FM ApPravals(SST1867) FM4470/4474 3039762 09/07/2012
' PRI CMT(7'ST5878) TAS 114/FIVI 4474 CST-016-02-01 OS/04/20i1
UL,LLC(QUA9625) Quality Control MLA 05/18/2007
�
Ul,LLC�QUA9625) Quality Control Service Conflrmation(supplter� Exp.06/OS/201b
erlor Research and Design,LLt. Evaluatlon Report M35060.06.09-R3
Fuam-r�
� CertifJcate of Authorizatinn 119503 ReWsion 3:03/18/2015
Page z of 4
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4. P ODUCT LIESCRIPTION:
Tt�e fo►fowing roof covers are rnechanicaliy attached or fuliy adhered ta Appraved secbstrates using fasteners,stress pletes and
a hesives,as outfined in the Limitations/Conc�itions of Use herein.
A Muie-Hide TPQ-c membtanes are namina145-mil(1.1mmj or 60-mll{3.5 tnm}thick,palyester-scrim reinf�rced,#hertnoplastic
olefin(7P0}single-ply roof inembranes.
Y Mule-Hide TPO-c EXTRA rnembranes are norrtinat 72-mi) {1.8mm} or 80-mi3 (2.Ommj tt�ickr POIy@StB�SCtlm �'BiIttQlC�d,
thermnplastic olefin(TPO),single-ply roof rnembranes.
: 611�u1e-#��ct��9�t2-�c fteece-8ac#t�mrembrar�e•is a n�cr+sr�ai•43-�i1 t3.lttam�or 5fl-r,�il(1.5-rrarn��hick, polyester-scrim reinforced, .
thermoplastic olefin(TPO)single-ply roof mambrane with a poiyester fteece baclting.
Sr. �.M1TA'fiONS.
5 1 'I'his is a building code evaluation. Neither Trinity�ERD nor Rabert Nieminen,P.E.are,in any way,the Designer of Record
far any praject an which this Evaluatian Report, vr previous versions thereof, !s/was used for permittistg or design
guidance unless retained specificatly for that purpose.
5.2 'fhfs Eva{uation Repart ts not for use in HVHZ.
5�.3 Re€e��o ac�cre�tt�RooEing 1�{aterials Direetory,for fire ratings af this.�roduct.
5I.4 Far steei deck instailations,faam plastic insulatian sha11 be separated from the building interior in accordance with FBC �`
2603.4 unless the exceptions stated in FBC 26t13.4.1 or 26tI3.6 appCy.
� 5.5 The roof system evaluatipn herein pertains to above-deck raof components. Roof decks and structural members shall be
in accordance with FBC requirements ta the sat9sfaction o##he AFiJ. Load resistance of the roof fleck shall be documented
through praper codified and/or FBC Approval documentation.
.6 For rec:over installstions,the existing roof shall be examirted in accordance with FSC 1510.
.? Por mechanically attached insulation or mernbrane or strip-bonded insulation, the maximum design pressure for the
selected assemb3y shall t'nest ar excee`t3 the Zat�e 1 design pressure det�rmin�d�fn a�cortla�e with FSC Chap�er�6. Zones
2 and 3 shai! employ an attachment density d�signed by a qualified design professtonai ta resist the elevated pressure
criYeria. Commonly used methads are RAS 117.RA5187, FM LPDS 1-29 and ANSI/5PRI WD1. Assernblies marl<ed with an
asCerisk*carry tFte(fmitations set fQrth fn Secfton 2.2.1.5.2{a)of FM E.PDS 1-29 for Zone 2/3 enhancements,
5.8 Far assemblies wfth a{I camponents fully bonded in pVace,the maximurn design pressure for the selected assernbly shall
I t»eet or exceed crittcat design pressure determined in accordance rnrith FBC Chapter i6. No ratiar�al analysis is permstted
for these systems.
�a.} Far rnechas►lcally attach�d�nsulat'sQn or membcane aver existing rgc�f decks,fasteners s�al� ae tested in the e�clsting deck
far withdrawai' resistance. A qua{ified ctesign pFai�esslon�F shall� review the� data� for corx�par�so�. ta. the-rs�inimum
requirements far the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
.10 For honded irrsuEation c►r rr+ernbra�e over-exis�lr�g substrates in a re-roof(tear offj ar recover instaiiation,the existing deck
or existing roof surface shall be examined for�ompatlbllity with the adhesive to be installed. If any surFace condttions
exist that bring system perfnrmance inta questian, fiietd uplii#test3�g in accardance v+tith ASTM E9��, FM LPDS 1-SZ,
AN51/SPRI IA-1 ar TAS 124 shall be conducted an mocic�ups of the proposed new roaf assembly.
.#1 For#onded irtsula#ion oc membrane over existing substrates 3n a recgver instaltation,the existing roaf sysiem shati be
capable af resisting project design pressures an its own merit to the satisfaction of the AHJ,as documented through field
�pi?it tes�ing�in accordar�c�w�th ASTiv��E907,•xM��PDS 1-52,A�l51/SPRI IA-1 or�A5124.
.�2 Metal edge attachment{eucept guiters},shail be designed and installed for wind loads in accordance with FBC Chaptec 3.6
and tested for resistance in accardance with ANSIJSPRI ES-1 ar RAS 111,excegt the basic wind speed shall be determined
from FBC Figure 26�9.
5.13 All products in the roof assembly shall have qualiry assurance audit in accordance with the FBC and F.A.C.Rufe 61G2o-3.
� Fxt�riar Research and Design,LLC. Evaluatton Report M15060.06.09-R�
Cert j7c�ate of�4uYhorliotlon J/9503 FL12772 R3
�ew�s�oa 3:os/sslaass
Page 3 of 4
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�' _� �k���D�:��.� �
6. I STALLA7fON: ;
6 2 Mule-Nide TPO-c Single Ply Roof Systems sha!{ ba instal{ed in accordance with Muie-Hide Praducfis Ca, fnc, pubiished i
fnsta((ation fnstructfons,subject to the I,tmltations/Conditinrrsot use noteri herein.
6 2 System attachment requfrements for wind load resishance are set forth in Appendix 1. "MDP" = Maximum Desigtt �
Pressure is the resu{t of testing#or wind load resistance based on a(lowabte wind ioads,and reflects the ultimate passing
pressure dividet! by 2 (the Z tc� 1 margin of safety per fBC 1504.9 has already laeen applledj. Refer to FBC 1609 for
determination of design wind pressures.
.3 For tnechat�ically fastened rnernbranQ s,ystems �Type.D�..o.ver profiled steel deck, membrane shail be instalied running
perpendtcular to stee!deck flutes.
T. IUtELTlNG�'ERM!?�EQUlRENlElU7S: '
AS requtred by the Building Official or Authority Having lurisdlctian in order ta properly evaivate the�nstaHation af this product.
$. li ANUFACI'URING PLANTS:
�antact the nated QA agency for infarmatlart on product lacat#ons covered ta F,A.G.Rule 61G203 Qp requirements.
9. UAUtY A55URAt�fCE ENTR7Y: �
L,U.C—QUA9625;(414)Z48»6449;karen.buchmann@ul.com i
-THE 18•PAGFS THAT FOLLCJW FQRM PART OF THIS EVRtUAT10N REP�RT»
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EKterior Research and Desigr�,Ci.C. Evaluation Itepart M25050.Q6.09-R3 '
C rrl��care of AoeharizaeJon#950s ft327T2-R3
Revislan 3:03/18j2015
Fage 4 of 4
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�iVPEIVpiX I:ATTACHMEN7�E4UIEtEMEN75 FGR WiND UPUFT IYES157ANCE .
7able Decic qpplicatton ?ype Description page
1A Woqd New,Reroof{Teat Off},Recover C Mechanicaliy A#tached Insulation,Sonded Raaf Caver 3
1B Wood New,Reroof(Tear�Off),Recover D Insulated,Mechanically Attached Roof Cauer 3
1G Waad New,Reroaf(i'ear-Oif}Recaver E fllon-Insutated,MechanicaHy Attached ftoof Cover 4
1D Woad New Construction F Non-Insulated,Bonded Raof Cover 4
2A Stee!or Conc. I�ew,Reroo€(Tear-Off},Recover B Mech_Attached Base tnsutation,Banded Top insulaftan,Banded Ropf Caver 5
2B Steel or Conc. New,Reroof(Tear-Qffl,Recover C Mechanically Attached Insulation,Bonded Roof Cover 6-7
2C Steel ar Conc. �few,Rerqof{Tear-O#t),ftecover D-1 Insulated,Mechanically Attached Roof Cover 8-10
2D Steel ar Cona IVew,Reranf(Tear-O#�,Recover D-2 insuiated,Mechanicaliy Attached Roof Caver{RUS5 Strips) 11
3A ConcreYe New,Reroof(Tear-Off) A-1 Banded Insulation,Bonded Roof Caver 12
4A iWtC New,ReroaF(3ear-O(f} A-1 Bonded 4nsulation,Bonded Ruof Cover 13
4A-1 LWICoverSteel New,RerooF(Tear-Offl F {Von-Insulated,BondedRoofCover 13
4A-2 EVifC aver Conc. tdew,Reroof{�'ear-Off} F Nan-Insulated,8onded Rao#Cover 14
5A Gypsum Reroof(7ear-Oft� A-1 Bonded Insulatiqn,Bonded Roof Cover 14
6A Various Recover A-1 $onded insulation,Bonded ftoof Caver ZS
66 Steel Recover p-1 Insulated,Mechanically Attached Roof Caver 16
6G Steel pr Cona�ete Recover E Nan-lnsu4ated,MechanicallyAttached Roaf Cover 17
6D Varipus Recover FZ New LWC vver Existing Rpof,Bonded Roof Cover 18
She fot[owing nates agp{y�o the systems autiinei!herein:
1. 7he roof system evaluation herein pertalns to above-declt roof components. Roof declu and structur�l mernbers shall be in accordance with FBC requirement�Co the satisfaction of the AHJ. Load resistance af the
roa#deck shait be documented through proper codifEed andfor FBC Approva!documentation.
2. Unless atherwlse noted,fasteners and stress plates far insulation attachment shall be as follpws. Fasteners sha71 be of sufficient length tar the fpllowing engagements:
➢ iNood Decic: Ntute-Mide HUP�astener with 3"tnsulation Piate. Minimum 3:-3nGh steei penetraYion,engage the top flute o£the steet dectc
r� Steel Deck: Mule-Hide HDP Fastener with 3"Insulatlon Plate. Minimum�-inch steel penetration,engage the tap fTute af the steel deck.
� Concrete Deck: Nlu1e-Hide HDP Fasiener with 3"Insulation Ptate.Minimum 2-inch embedtr�ent. Fasteners insta!!ed with a pUot hols in accordance with the faskener manufacturer's published installation
instructions-
3. Unless otherwise noted,tnwlatian rnay be any one layer or combination of polyisocyanurate,potystyrene,waod fiberboard,perli�e,Oens�eck,Oens Deck Prime,SECUROCI(Gypsum-Fiher Roof Board or SECURQCK
Glass-Mat Roof Board that meets the QA requirernen#s of F.A.C.Ruie 61G2D-3 and is documented as meeting FBC 1505.3 and,far foam piast(c,FBC 26fl3.4.1 or Z6d3.6,when iestaite8 with the roof cover.
4. MinSmum 200 psi,minimum 2-inch thick IlghhveigFit insulating concrete may be substituted for rigid insulatian board for System Type D(mechanically attached membrane),whereby th�membrane fasteners are
tns#at}ed thratigh the�W1C#a engage the structurai steet or concreLe dectc. The strucWrat deck shall be of equal or greater configuratian to�he steel and concrete deck listings. The strocturai dsc2c sha11 ba o#equat ar
greater type,thiclsness and strength to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements ta the satlsfaction af the AHJ. �.oad resistance of the roof
deck sha!!be documented through proper codified and/or FBG Approva!docamentation.
5. Preltminary insulation attachment for System Type I�=Minimum four fasteners per ul x 8 ft board or minimum two fasteners per 4 x 4 ft board.
E�¢erlor Research and Design,ELC.df bla Trinity E ERO Evaluatiun Report M25060.OB.og-R3#ar fi.12TT2-R3
Certificate ofAuthorization ii9503 Revision 3:03/2$J20T5
Prepared by:Robert Nierninen,PE-59166 Appendix 1,Page 1 af 18
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6. Unless othetwise nated,insulation adhes[veapplication rates are as follows. Ribbnn or bead width is at the time af application;the ribbonsJbeads sfiafl eacpand as nated in the manufacturer's published ieistructions: ,
3 dly8and SIIO(08-500): Continuous�to 2-inch wide ribbons,22-inch a.c asing PaceCart or SpatShot appliqtion devices.
A SM CR-20: Continuous 21�to 3�4-inch wide H6bons,l2-inch o.c.
D litote: Whe»muitipie tayers/s)af insulation ond/or coverbaard are tttsta!!ed in rlb6ot+-appfled adhesive,adheslve ribBons shall be stnggered from fayer-to-layer p distance of one-haff the ribbon spocfng.
D Note: The rnaximum edge dfsmace from the adhesive ribbo»ta the edge af the insutafkin 6onrd shaii be not less thrrn one-hr�t,�the speci}!ed tibbans spnrirtg.
7. Unless athenuise noted,ail insu(atlons are flat stack or ta}ser board of the minirnurts t(tickness naied. Tapered polylsocyanurate at the foAowing thickness limitakions may be substituted wlth the fallqwing Maximum
Oesign Fressure(MOP)iimitatians. In no pse shaii these values be used ta'increase'the MpF listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular s�stem in the tab(es,then
the th inner baard listed betaw may be used as a drop-in for the equivalenk thicker materia!tisted in the table:
➢ OlyBond Sp0{08500): MDP -315.5 psf (Min.0.5-inch thick Poly I501,H-Shietd or ENRGY 3j
9 OiyBond 5p0 j08500): MPP -487.5 psf (Mfn.a.5-jnch thick Poly I50 2 or ACFoam Ilj
9 3M CR 20: MDP -11�.5 psf {Min.1.0-inch thic!<j
8. Bonded polyisocyanurate insutafion boards shali be maximum 4 x 4 ft.
9. For meehanica�ly attached components or part►ally tronded insulation,the maximum design pressure for the selecYed assembly shall meet or exceed the Zone 1 design pressure determineCi in aaordante with F8C
Chapter 16,and Zones 2 and 3 shat!empCoy an attachmerrt der�sity deslgned by a qualified design professianal to resist the elevated pre�sure criteria. Cammonly used methods are ttAs il�,FM tPDS T-29 and
ANSIjSPRf Wpl, Assembiies marked urith an asteris!<''carry the limttatioqs set faeth fn Section 2,2.1.5.2{a}of PM LPD51-29 for Zone 2/3 enha�cements,
14. For assemblies with al!camponents fuily bonded in place,the maximum design pressure for the selected assembty shatl meet or ex�eed critical design pressure detarmined in accaMance with FBC Chapter 16,and no
ratiorta!ana{ysis is permitted.
11. For mechanica�ly attached components over existing decks,fiasteners shalt be tested in the existing deek for withdrawat resistance. A gual�ad design professionaf sha{! review the data far comparison ta the �
minimum requ�remenYs for the system. Testing and ana►ysis shall be in accordance witit TAS 105 or ANSI/SPRI F3t 2.
12. For existing supstrates in a bonded recaver nr re-raof installatian,the existing raaf surFace or existiog t�oof deck shaii be examined for compatibi{ity a»d bond performence with the selected adhesive,and the existing
roof system(for recover)shall be capa6le of resisting project design pressures on its own merit to#he satisfaction of the AH1,as documented through fleid uplfft testing in accardance with RS7M E9D7,FM 1PA51-S2,
ANSI/SPRI IA-1 orTAS 124. �
i3. Far System Typ�p,steei dectc appiications,the roaf inembrane shati be run with its iength perpendfcutar to the steel deck#lutes.
14. For Recover App{fcations using System Type D,the insulaiian Es optional. Altematively,min_4.5-inch N-Shield HD or min.0.25-inch to Q_625-inch pens Deck,Dens Deck Pnme,SECURpCtC Gypsum-Ftber Rapf Board or
SECUROCK 6fass-Eviat RaaE aoard or min.3�8-inch lnsuifaam R-Tech EPS or Fan-Fatd Inay be used as�separator board,prelIminarily attached prior to raof cover insta(lation. The extsting roof system shall be suitabte
for a recover apptication.
15. For adhered membrane systems,side 12ps sha�l be minimum 3-inch wide sealed with min.1.5-inch heat weld. Membrane adhesive appiication rates are as follows:
r Mule-Hide TPO-c witfi Mufe-Hide TPA-c Bonding Adhesive in a cantact appiicatian at rate of SQ ftZ/gal.
l� Mule-Hide TPO-c with WBBA 2000 in a contact application at rate of 120 ft2Jgal.
r� Mule-Hide TFO-c fieece Bac&with WBSA 2000 in a wet!ay app{ication at a rate of 120 ft'1$al.
16. For membrane systems attached using TPO 10-lnch Pressure-Sensitive RUSS,the underside of tbe membrane whtch cqmes in contact with the tape shall be primed with HP-250 Primer, ihe membrane shalE be
secured by pl�c�ng the primed portion onto the tape portion af the TPQ x0-}nch Pressure-Sensitive RU5S and roll with a skeel hand roffer to ensure contad.
17. Far bonded membrane systems,unless otherwise noted,reference to"Mu�e-Nide TPO-c"membrane below a(so includes"Mule-ii€de TPQ-c EXTRP�".
, 18. "MDP"=Maximum Design Pressure is#fie result of testing for wind laad resistance based on a!(owable wir�d faads. Refer to FSC 1609 for determination oE design wind loads.
E�cteriar Research and Desi�n,!.lC.d(b/a Tctnity�ERD Evaluation Report MISd60.06A9-R3 for Fi.12Tl2•R3
Certiflcate of Authorix�tion tt95a3 Revision 3;03JSSj2015
Prepared by:Rabert Nieminen,PE-59166 AppGad`sx 1,Pa$e 2 af SS
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TABLE 1A: WOOD DECICS-NEW COfVSYRUGTION,REROOF(Tear-Of�ar RECOVER ,
SYSTEM NPE C: MECHANICALLY ATiACF1ED INSULA710N,BOfUDED ROOF COVER
Decic Top Insuladon Layer Roof Cover/Adhesive MDP �
System Base Insulation Layer 1P�)
No. (See Note 1) Type Fas4eners Attach
Min.1.5-inch Poly ISO 1,H- Mule-Hide TPO-c/WBBA 2000 or
(Optio�al)One or more layers,any Shleld,ACFoam II,Poly I50 2 or See Note 2 1 per 2 ft� '45•�x
W-1 Min.19/32"plywood or wood piank combination,loose laid Mule-Hide TPO-c Bonding Adhesive
ENRG1f 3
TABLE 16: WOOD DEf.i(S—NEIlV COiVSTRUCiION,REROOF(Tear-Off)or RECOVER
SYSTEM SYPE D: INSUTATED,MECFlAiUICALLY ATTACHED ROOF COVER
Insulation Layer Roof Cove� MDP
System �a�pe�� (See IUate 34} (ps�
No. Spacin
Type Attaeh Membrane Fasteners g
Min.19/'32-inch plywood or wood p�anlc at
w 2 max.24"spans attathed using 8d ring shanlc One or more layers, Prefiminarily Mule-Hide IVlule-Hide EHD Fasteners and 2.4 6-inch o.c.within 5.5-inch wide laps spaced 90.5-inch _52.5
nails spaced 6"o.c.in the field and#10 ring any combination attached TPO-c 5eam Plates o.c. Outside of lap sealed with 1.5-inch heat-weld
shanlc nails spaced A"o.c,at the erimeter
Min.19/32-inch plywood orwood piahlc at
W_3 max.24"spans attached using 8d ring shanlc dne or more layers, Preliminarily Mule-Hide Mule-Hide EHD Fasteners and 2.4 6-inch o.�Within 5.5-inch wide laps spaced 66.5-inch _67.5
nails spaced 6"o.c.in the field and#10 ring any combination attached TPO-c Seam Plates o.c. Dutside of lap sealed with 1.5-inch heat-weld
shank nails spaced 4"o.c.at the perimeter
6-Inch o.c.Within 5-inch wide laps spaced 67-inch o.c.
Outside of lap sealed with 1.5-inch heat-weld
Min.23/32-inch OSB at max.24inch spans
W� attathetl using 8d ring shank nails spaced 6" One or more layers, Preliminarily Mule-Hide Mule-Hide EHD Fasteners and 2.4 and -67.5
o.c.in the field and 8"o.c,at intermediate any combination attached TPO-c Seam Plates 6-inch o.e.in one row centered between the laps.
supports Center row covered with&Inch wide cover strip
sealed with 1.5-inch heat weld at all edges
Evaluation Report M15060.06.09-R3 for FL12772-R3
Exterfor Research and Design,LLC.d/b/a Trinity�ERD Revision 3:03/18/2015
Certiflcate of Authoriiation�79503 Appendix 1,Page 3 af 18
Prepared by: Robert Nieminen,PE-59166
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TABLE 1C;WOOD DECICS-NEW CONSTRUCTION,REROOF(Tear-Off)ar RECQVER
SYSTEM TYPE E: NON-If�fSULATED,MEGHAf1lICALLV ATTACHED ROOF COdER
Thermal Baerier Roof Cover �pP
System Raof Declt Fas4enec
No, Type A4tach Membrane Fasteners Spacing �P width Lap Spacing Seam UUeld (ps�
Min.19/32-inch thicl<Mule-Hide FR D�cic
Panel A pr C or Barrler Technology Corp (Optional)My Mule-Htde EHD 1.5-inch
-30.0
W-5 �Blazeguard A or C'at max.24inch s{ians approved Loose-laid Mule-Hide TPO-c Fasteners and 12-ihch o.c. 5-inch 48-inch o.c. outside
attached using No.8 x 23�-inch Iong thermal barrier 2.4 Seam Plates
course thread screws spaced 6"o.c.
Min.19/32-inch thick Mule-Hide FR Deck
Panel A ar C or Barrier Technology Corp (Optional}Any Mule-Hide EHD 1.5-inch
-52.5
W-6 "Blazeguard A or C"at max.2�1-inch spans approved Loose-laid Mule-Hide 7P�-c Fasteners and 6-inch o.c. 5-inch 72-inch o.c. outride
attached using No.8 x 2�-Inch Iong t}iermal barrier 2.4 Seam Plates
course thread screws spaced 6"o.c.
Min.19/32-inch thick Mule-Hide FR Deck ,
Panel A or C or earrier Technology Corp (Optional)Any Mule-Hide EHD 1.5-inch
-75.0
W-7 "Blazeguard A or C'at max.24-inch spans approved Loose-laid Mule-Hide 7P0-c Fasteners and 6-inch o.c. 5-inch 48-inch o.c. outside
attached using No.8 x 235-inch long thermal barrier 2.4 Seam Plates
course t�read screws s aced 6"o.c.
Min.19/32-inch plywood at max.241nch (Optional)Any Mute-Hide EHD 48-inch o.c.(over 1.5-inch
-75.0
W-8 spans attached using 8d ring shank nails approved Loase-laid Mule-Hide TPO-c Fasteners and 6-inch o.c. 5.5-inch Structural memhers} outside
spaced G-inih o.c. thermal barrier 2.4 Seam Plates
TABLE�D:WODD DECI(S—NEW CONSTRUCTI0111
SYSYEM TYPE F:IdON-INSULAYED,BONDED ROOF COVER
Roof Cover MDP
System Roof Deck �p�)
�a. {Ipembrane Appllcation
Min.15/3z-inch thicic Mule-Hide FR Detic Panei A or C or Barrier Technology Corp"Blazeguard A or C"at Mule-Hide TPO-c 1A/BBA 2000 -45.0
W�9 max.2�-inch spans attached using No.8 x 2�-inch long course thread screws spaced 6"o.c.
Min.19/32-inch thick Mule-Hide FR Decic Panel A or C or Barrler Technology Corp"Blazeguard A or C'at Mule-Hide TPO-c W BBA 2000 -52.5
W-10 maw Z,�-inch spans attached using No.8 x 2Y=-inch long course thread screws spaced 6"o.c.
Evaluation Report M15060.06.09-R3 for FL12772-R3
Exterior Research and Desig�,LLC.d/b/a Trinity�ERD Revision 3:03/18/2015
Certiflcate of Authorizdl�on�79503 Appendix 1,Page 4 of 18
Prepared by: Robert Nieminen,RE-59166
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TABI.E ZA: STEE4 or CQIVCRETE DE[itS-NEW CdNSTRUCTiOiV,REROOF(Tear-Off)or REC01iHR --'�
SYSTEN!TYPE B: MECHANICALLV ATfACHECM 814SE IlUSUTATION,BONbEp TOP INSULtATItIN,Ba{UDED ROOF COVER � �
System Uecic Base tnsulation Layep 1"op�nsviat3an tayer ��p I
�Q Roof Cover(Adhesive I
{Sce{Uoge i) Yype Fastener Atiach Type Attach {P�1
Min.22 p,a,,tyQe B, Ntin.1.5-inch ACFoam It�Poiy i50 2, Mute-Hide TPO-c/V�tBSA 2000
SC-i Gr�de 33 steel or min. �in.0.5-inch Dens Deck or Dens gee Note 2 1 per 2.0 ft� ENRGV 3,Poty ISq 1 or Fi-Sfiield faflowed OSS00 ar Mule-Htde TPO-c Banding -37,5*
2,50Q psi concrete �e��ri�� by Ivlin.0.25-In�h Dens Dectc Prime Adhesive
Min.22 ga.,type 8, Mule-Hide TPO-c/W6BA 20op
SG2 Grade 33 stee(or min, ��n.2'�nch PaIY!SO 1.H-Shield,N- See tVote 2 1 per4.0 ftz Min 0.25-inch SECUROCIC Gypsum-Flber ���Q� pr Mule-H[deTPQ-c Bonding -37.5'�
2,500 psi conc. Shield CG Roaf Board Adhesive
Ntjn•22 ga.,tYpe 8, Mule-Hide TPO-c/WBBA 2400
SG-3 Grade 33 steel or min. ��n.1.5-inch ACFoam 11,Paty(S0 �Note 2 1 per 2.0 ftz AddlCiona!layets of basg insulation 1�B500 or Mule-Hide TPO-c Bonding -45.0'"
2,500 psi conerete 1,Poly ISO 2,H-5hield CG,ENRGY 3 Adhesive
Mtn.22 ga.,�YP�$, Muie-Hide TPO-c J WBSA 2dQ0
SC-4 frade 33 stesl ar min. Min.1.S-inch ACfoam H,Paty ISO See Note 2 1 per 2.�ftz �i�•a.25-inch Dens Deci<,pens Decic ,�8�0 or Mute-Hide TPO-c 8onding -45.0*
2,540 psi conaete 1�paiy)S�2,H-Shield CG,EiVRGY 3 Prime Adhesive
Min.22 ga,type e, Syin.4S-inch Dens Deck or Dens MIn.1.5-lnch ACFnam 1�,Paly I50 2, Mule-Hfde TPQ-c/1M6BA 2000 *
5C-5 Grade 33 steel or min. ���k P�mQ 5ee Nate 2 1 per 2.0 ft2 ENRGY 3,H-Shieid or Poly l501 a�'�� ar Mule-Nide TPK?-c Bonding -45.0
2,500 psi concrete Adhesive
Min.22 ga„type B, Mule-Hlde TPO-c/W BBA 2000
SC-6 Grade 33 s[eei or min. Min.2.q-inch ACFaam II,Pofy ISO See Note 2 1 per 4.4 ft� Additiona!fayers af base insulation 06504 or 1lflule-Hide TPO-c Bonding -45.0�`
2,50Q psi concreke �PQ�Y�SO 2,H-5hield CG,ENRGY 3 Adhesive
Min.22 ga.,type 9, Mu1e-Ftide 7P0•c J WBBA 2000
SG7 6rade 33 steei or min. �in.2.Q-inch ACFoarre it,Foty I50 gee Noie 2 1 per 4.0 ft2 �i"'�'��inth Dens£iecic,Dens Deck OB500 or Muie-Nide TPO-c Bonding -45.0'�
2,540 psi concrate 1.Paly ISD 2,H-5hieid CG,ENRGY 3 Prym� Adhesive
Min.22 ga.,type B, M�R.1.5-inch Po)y i50 2,H-Shield, Min.0.25-inch SECUROCK Gypsurn-FEber ��te-Hide TPO-c/�tU'SBA 2400 # I
SC-8 6rade 33 stee!pr min. H Shield G� See Note 2 1 per 3.2 ft� ftpof 6oard OB508 or Mule-Hide TPO-c Bonding -45.0
2,540 psf canc. Adhesive �
Min.22 ga,,type B, �y�n.2-inch Poly IS01,H-Shield,H- Min 0.25-inch SECUROCK Gypsum-Fiber NlulO-Hide TPO-c/WBBA 20C10
SC-9 Grade 3�steel or min. Sh{eld CG See Note 2 1 per 2.67 ft2 Roof Board OB50Q nr Nlule-Hide TP4-c Bonding -45.0'�
2,500 psi canc. Adhesive
Min.22�a.,type S, Mule-Wide TPO-c/WBBA 2000
SG10 �rade 33 steei qr min. Min.2-Inch Poiy ISO 1,H-Shietd,H- ,�Ee(Vote 2 1 per 1.6 ftz Min 0.25-inch SECUROCtt 6'ypsum-�ber OB500 or Mule-Hide Tp�-c Bonding -60.0
2,SdQ psi canc. Shield CG Roof Board Adhesive
Extertor Research and Design,LLC.d/b/a Triqity S fRD Evaivation Report M1�46Q.06.09-R3 for F412772-R3
Certificate of Authorlxation J19S�3 Revisian 3:03/18J2015
Prepered by: ftobert lyieminen,PE-59166 Appendhc S,Page 5 of 18
, . , `����jz,:��_� ���� .
raBtie zs: sT�Ec or cacvcRer�o�acs-��r co�ts�raucr�ara,REROOF(Tear-Oft�or RECOVER
SYSTEM TYPE C: MEGH�►NICALtY A7TAtHED iNSIitATfON,BOiIiDED ROOF COVER •
$�m QQ� Base Insulation La er Sop Insulaticrn layer ��P
�o� (See Note 1J � Roof Cover J Adt�esive
Type Fasteners Attach ti�}
Min.22 ga.,type B,Grade 33 steei Min.1.5"thicic,one ar more tayers,any Trufast 5iP I.D Mule-liide TPO-c/W BBA 20l?0 or
��-�'3' or min.2,500 psi concrete combination,ioose taid Mtn 7(16"APA or TECO rated OSB Faste»ers �'p��'z� Mule-Hide TPO-c 6onding Adhesive -��'5�
Mia.�Z ga.,type 8,Grade 33 steel (Opttonal�One ar more layers,any Min.1-inch Paly ISO 2,ACFoam II Mute-Hide TPO-c J WBBA 2p00 or
SC-12 Qf min.2,5p0 psi cancrete combination,laose la{d or EIVRGY 3 See Note 2 3.per 1.6 ft2 Mule-Hide TPO-c Bonding Adhesive -�7'S*
SG13 Min.22 ga.,type e,Grade 33 steel Min.1.5-inch thick,one or more laye�s, ��� q�_��h H-Shleld HD See Note 2 1 per 2.67 ft2 �Ule-Hide TPO-c/Mufe-Nide TPO-c ��5�,
or min.2,50D psi concrete anY�ombinatton,toose laid 8on�ng Adhesive
SG14 Min.22 ga,,type B,6rade 33 steel, Min.1,5-inch thick,one vr mare layers, Mf»4.25-lnch S�CUROCK Gypsutrt- 5ee Note 2 1 per 2.67 ft� Mule-Hide TPO-c/W 8BA 2000 or _�?5,�
ar min.2,500 psi concrete any combinatian,ioose iaid Fbet Rc+af Board Mule-Hide TPO-c Bonding Adhesive
SG1S �in.22 ga.,type 8,frade 3S sceel Min.1.5-inch thick,one or mare layers, Min Q.5Q-inch SECURCICK Gypsum- gee Note 2 1 per 3.2 ft� �ule-Hide TPtl-c/WSBR 2000 or �5 Q�,
or mtn.2,5q0 psi concrete any combi�ation,loose laid Fiber Roof Board Mule-Hide TPO-c Bonding Adhesive
Min.22 ga„,type B,Grade 33 steet Min.1.5-inch thick,ane or more tayers, Min 0.625-incfi SECl1ROCK Mule-Hide TPO-t J WBBA 200Q or
���6 or min.2,5D0 psi concrete any combination,(oose taid Gypsum-Fiber Roof Baard See Note 2 1 per 4A itz �}ute-Hide TPO-c Bonding Adhesive �''�*
SGi7 Min.22 ga„type B,+�rade 33 stee) Niin.1.5"thick,one or more layers,any Trufast SIP LO Mule-Hide TPQ-c/WBBA 2000 or
ar min.2,50�psi concrete combinatfon,lcaose laid iV►in 7J16"APA or TECO rated OSB �,��teners �P�r 2.6�ftZ Mule-Hlde TPO-c Banding Adhes'roe �5`��
SG18 Min.22 ga.,type B,6rade 33 skee! One or more layers,any combination, �in 7/2b"APA or TEC4 rated OSB Sae Nate 2 1 per 3.fi ft��te-Hide TPO-c J WBBA 2000 or ..q5.0*
4r min.2,500 ps's concrete loose laid Mute-Hide 1'PO-c 8onding Adhesive
SC-19 Min.Z2 ga.,type B,Grade 33 steet {Optionaij One or more iayers,any Min.1-inch Foly ISO 1,H-Shiefd,H- See Note 2 1 per 1.6 ftz �ule-Nlde TPO-c f WBBA 2000 or �S 0�
or min.2,500 psi concreLe Gombination,Ioose iaid Shield C� Nlu{e-Hide TPO-c BOnding Adhesive
Min.22 a. Min.1.5-inch ACFoam II,Poly 156
SG20 g ,rype 8,Grade 33 steel (Optional)One or mare layers,any zr H-Shield Po{y!SO 1,N-Shisld See Note 2 1 per 2.0 ftZ � �u;�'�zde TPt7-t i WBBA 2000 or 'qS�,�
or min.2,5U0 psi concrete combination,toose taid ��,E���3 Mu{e-Hide 1'PO-c Banding Adhesive
Min.22 a., Min.2.0•inch ACFaam It,Paty ISO
S�_�� g type B,6rade 33 steel (Optianel}pne ar more layers,any z�H-5hield Poly 1501,H-5hield See Note 2 1 per 4.0 itz Mule-Hide 7P0-c/WSSA 2000 or ��d*
or min.Z,SQO psi mncrete �ombinatian,Eoase laid GG,ENRGY 3 Mule-HIde 7P0-c Bonding Adhesive
Min.ZZ ga.,rype B,Grade 33 steBi Min.1.5-inCh thiek,one or more iayers, Mule-Hide TP(?-C/Mule-Hide TPO-c
SG22 or min.2,500 psi concrete any combinatian,loose taid Mfn.4.5-inch H-Shield HD See Note 2 1 per 2.0 ftx ganding Adhesive '¢''��
SC-Z3 ���'2��a"��8���aQ�3 steef Min.1.5"thick,one or mare layers,any
ar min.2,500 psi wncrete cambination,loose(aid Min 7J16"APA or TECO rated OSB 5ee Note 2 1 per 1.9 fl2 N1ule-Hide TPO-c/W88p 2C1o0 -52.5
SC-24 Mln.22 ga.,type B,Gfaade 33 steel Min.1.5-Inch thick,qne vr more{ayers, ��n 0.5-incfi Rens Deck Prime See Note 2 1 per 1.6 ft� Muie-Nide 3P0-G/iViule-Hide TPO-c ��a
or min.2,500 psi conCrete any combinatlon,loose laid Bonding Adfiesive
SC-25 ��n.2Z ga.,type B,Grade 33 steel Min.1.5"thick,one or mare layers,any Z Mule-Hide TPO-c/Mule-Hide 7P0-c
or min.Z,S00 psi cancrete combination,toose Iaid Min�Cx6"AF'p`pr TECO reYed OSB See Note 2 1 per 1.9 ft gonding Adhestve -75.0
E�lterior Research and Design,LLC.d/b/a Trinity�FJiD Eva(natian itepoTt M15064.06A9-R3 for F!22772-R3
Certiflcate of Autharization q95q3 Revistan 3:43/18/24]1S
Prepared by: Rahert Nierninen,pE-59166 Appendix 1,Page 6 af 16
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�
TABEE ZR:STEE�.ar CONCEtETE QECKS-NEW GO�fS7Rl1CTIOiV,REROOF(Tear-Offj or RECttYER
SYSTEM TYPE C: MEfliANIG1LLY A'ITACFiED IN5ULA'ClOM,BONDED ROOF COIIER � '
$�e� p��� Top Insulation layer MDP
�� Base Insulation layer Etoof tdver/Adhesive
,{See fVote 1a 7+IPe �as¢ea�rs Attach (psf)
{Viin 2.Q-#nct�AGFoam!i,Poty lS41,
SC-26 Min.22 ga,,type�,Grade 33 steel (Qptionalj One or more[ayers,any poly ISp 2,H-Shleld,H-Shield CG See Note 2 1 per 1.6 ftz ��1e"Nide TPA-c/Mule-NiBe TPO-c _,�5 Q
ar min.2;SQ0 psi cancrete combinat'son,toose lai8 ENRGY 3 + 6onding Adhesive �
��7 Min.22 ga.,type B.Grade 33 steel Min.1.5-lnch thick,one or more layers, Min O.S-inch SECURnCK Gypsum• see Note 2 1 per 1.6 ft� �ule-fiide TPO-c j Mule-Hide TPO-c �gZs
or min.Z,SoO psi poncrete any combinatian,toase tald Fiber Raof Board Boading Adhesive
SC-28 �in.22 ga.,type B,Gtade 33 steet Min.1.5�inch tfiiek,one or more tayers, Min 7j16-inch APA or7EC0 rated See Nate 2 1 per 1 ftz �u{e"�ide TFt}-c f iViule-Hide TPO-c _g7 5
or min.2,500 psi concr�et� any cambination,(oose laid OSB Banding Adhesive
SC-29 ��n.24 ga.,type 8,Grade 33 sieel (Optianat)NIin.1.5-(nch Yhic�,ane or Min.Q.625-inch SECUROC4f See Note 2 y�Q�y,33{� Mule-Hide TPO-c/Mule-Hide TPO-c _2���
ot min.2,SOp psi concrete more layers,any combination,loose laid Gypsum-Fiber Roof Board Bonding Adhesive
SG30 �'�'18 ga.,type B,Grade 93 steel Min.2-inch thick,one or more layers, Min.O.S-inch SECURDCIC Gypsum- See Note 2 2 pec 1.33 ftz Mule-Hide TPO-c/Mule-Hide TPO-C _�12.5
or min.2,500 psi concrete any combination,loose laid Fiber Raof B�ard 9onding Adhesive
SC 31 ��n.22 ga.,type B,Grade 33 steel {Optian�l)One or more layers,any ty�n Z_anch N-Sh1eld CG See Note 2 1 per 1 it2 �ute-Fiide TPO-c J Mal�-Hide't'PO-c _y20.p
or min.2,50Q psi cancrete combination,toose taid Bandtng Adhesive
Exterior Research and pesign,ILC.d/la/a 7Ylniry�ERp Evatuatian Report M15060.06.09-R3 for FL12772-R3
Certiflcate of.Authorizatian#9503 Revislan 3.03/18(2Qi5
Preparad by: RoheR Nieminen,pE59165 Appendix i,Page 7 af 18
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TABLE 2C: STEEt ar COt�[RfTE OEGt{S-NEUU CQNSTEtUGTiON.REROOF(Tear-Of�}or EtECOV€R I
SY57ENi 7YP'E D-1: i{tiSULATED,MEGHAtViCALLY A7TAC4iED RdOF COVER ` �
System insutatiors layer(Se�Note 14} RooE Caver iVIDP �
�a. Roof Decis
Type Attach Merribrane Fasteaers Fastener Spacing !ap 4Nidth i.ap Spacing Seam►llretd {Fnfl
Min.22 ga.,type e, Min.1.S-inch,one ar Prelim. Mule-Hide TPO-c �°�"�ide EHD Pastener(steet onty}or �.38.5-inch 1.5-inch
5G32 Grade 33 stea)ar min, more layers,any attach or TPO-c EX17iA NOP Fastener(cancrete anly)and 2.4" 12-inch o.c. S.S-inch o� au���� -80.0
2,5U0 psi concrete combfnation Seam Plate
Mi�.22 ga.,tyge B, Min.1.5-inch,one or Prefim. }y�yE�.����.�.F�� Mule-Nide EHD Fastener(steel oniy)pr 1,5-i�ch
SC33 Grade 33 steel or min. more layers,any attach or TPO-c EXTRA HQP Fastener(concrete onty}and 2.4' 22-inch o.c. S.5-inch 92-�nth a.c. outside -��'p
2,5d0 psi concrete combina#on 5eam Piate
Min.22 ga.,type 8,Grade Min.ldnch,one or more
33 steel,6 tt spa�,5/8" layers,any combination
diameterpuddie welds 6" (optional forremver) Prelim. Mule-Hide TpQ-C Mute-Nide EHD Plus fastenerS and 2.4" 9DS-inCh 3..5-inch
S�-�4 o.c.,slde(aps secared 24 foUawed by 3J8-inch att�ch or TPO-c EXTRA Ptus Seam Plates 12-inch o.C. 5.5-inch �c. outside �30'�
n.c.w/Y."-14x1"lona sel� Insulfoam R-Tech EPS or
tapping hex-head screw FarnFold
Min.22 Bd•.NPe B,Grade '
�steel,5 ft span,5/8" Min.1-inch,one or Mule-Hide TPO-c
d➢ameterpuddle welds 6" Preiim. (min,nominal 60- Mule-Hide END Plus Fasteners and 2.4" 9D.5-inch 2.S-inch
'����5 o.c�,sidelaps secured 24' more layers,any A�� mif)ar TFO-c Pius Se�m Pletes 12-inch o.c. S.5-inch a� outside ���'�
n.c.w/SS"-1Ax1°Iongseif- �rnbination E�� '
tapping fiex•fiead screw
Min.22 ga.,rype B, Min.1S-ineh,one or prelim. Mule-Hide TPO-c �ule-Nide EHD Fastener{steei anly}or 1.5-inch
SC-36 Grade 80 steel or min. mare Eayers,any HaP Fastener(concrete anlyj and 2.4" 12-inch o.c. 5.5-inch 115-inch o.c. -37.5
attach or TPO-c EXTRA outside �
2,500 psi cflncrete combenatfon Seam Plate I
M3n.22 ga.,type 8,Gwde �
93steei,6ftspan,sJB" {VIin.1-lnch,oneor
SC-37 �3ameter puddte wetds 6° Prellrr►. Muls-Hide TPQ-c !Vlule-Hide EHD Fastener and 2.4"Seam 13$.5-inch 1.5•inch
n,c,side laps secured z�t" more iayers,any attach or TPO-c EXTRA Plate 6-inch o.c. 5.5-inch n c_ outside '�5'�
o.c.wj7G"•I4x1`°Iongsetf- toiribin�fiotl �
Wpptng hex-head srxew
Min.22�a_,type 8, Min.3.5-tnch,one or Mule-Hide EHD Plus Easteners and 2.4"
SC-38 Grade 80 steel or min. mare layers,any ����m' �°����i������ p(us 5eam Plates(steel anly)or HDP 12-inch o.c. 5.5-inch 115•irtch o.c. 1'�+i�� -45.0
2,504 psi concrete combination attach osTP4-c EX7EtA Fa�n�r and 2.4"Seam Piates outside
Min.18�a.,type 8, Min.1.5-incfi,one or Mule-Hide EHD Fastenets{steel anly)or
5C39 C�rade 33 steel or mia. more iayers,any Prelim. Mule-Hide TPO-c ��P�astener Sconcrete only�and 2.4" 12-znch o.c. 5.5anch 115-inch o.c. 1•S-inch �5�
2,500 psi concrete combinailon attech Q�T►'o-��� Seam Plates °w����
Min.2Z ga.,tYAe B,Gtade
33 steel,6 ft span,5/8" Min.1-inch �ne or Mule-iiide TPt7-c
diameter puddle weEds b" ' Fretim. {min,nominal 64- Mule-Nide EHD FasCener and 2.4"Seam 114.5-inch 1.5-inch
SC-40 tl.c.,side laps secured za" mare(ayers,any atCach mil)arTPO-c Plate 6•irtth o.c. �•5-�n� o.c. outstde �S'�
o.C.W/Y.°-14x1"tongsetf- t4mbinafton Ex.t,RA
tapping he�c-head scr�w
Exterlor Research and uesign,L�C.d/h/a Trinity�ERD Evaluallon Report M1508d.06A9-R9 for FL12772-R3
i Certiflcate of Autfiorization#950H Re�islon 3:03j18J2015
Prepared by:Robert Plieminen,?E-591G6 Appendfx i,Page 8 af 18
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i
TABIE 2t: STEE�or COlU[RETE fIECiCS-NEW CORISTRUGTIDN,REROOF{Tear-Off}or RE�OVER -
SYSTESVt 7YPE D-1: lNSUtATED,flliECHAti11CALLYATTACHELI ltOOF CQV�K .
g y�m insulation Layer(5ee Note 14j Roof Co�e�
�Q Roof Decic ��p
Type A#tach Mem6rane fasteners Fasten�rSpacing !ap W�dth Lap5pac4ng Seam Weld {N�1
Min.22 ga.,type B,Grade Mit�.!-inch,one or mdre
33 steel,fi fk span,5/$" layers,any som0inatinn
SGSD �ameterpuddlewelds6" {opuonalforrecover) Prelim. Mule-HideTPO-c Mule-HideEHbFastenerand2.4"Seam 138.5-inch 1.5-inch
o.e.,side lepssecured 24" fnllowed hy 3/8-inch attath or TPQ-c IXTRA Plate 5-1c1Ch o.c. 5.5-inch �� �u�j�� -60.0
o.c.w/'1+°-14x1°longself- Insuifoam R�Tech EP5 or
tapping hex-head screw Fan-Fold
Min.22 ga,,type g, Nifn.1.5-iach,ons or Mule-N'sde EHL1 Plus Fasteners and 2.4"
SC-51 Grade 33 steel or rnin. more layers,any P��im. Mute-Nide TPO-c pEUs Seam Plates(5tee!only�or HDP 6-inch o.c. 5.5-inch 138.5-tnch 1.5-inch _60.0
2,500 psi concrete cpmbinatian attach or TPO-c EXTRA ���Q�y���n�Z 4„5eam P�axes o,c. outside
Min,Z2 ga.,ty{�e B, IYIin.1S-'snch,one or prelim. Niute-Hide TPO-c �ule-Hide EHD Fastener(steet antyj ar 138.5-inch 1.5-inch
5C-52 Grade 80 stee!or rn'rr�, mor�layers,any athach pr 7P0-c EXTiiA HDP Fastener(concrete oniy)and 2.4" 6-inch o.c. 5.5-inch o.c. outside -§0.0
2,500 psi concrete eombination 5eam Plate
Min.1.S-inch,one or
Min,22 ga.,type B, more layers,any Mule-Hide EHD Fastener(stee!oniy}or
SG53 Grade 33 steel qr min, combinatian follawed Loose iaid �u�e-HideTPf1-c NDP Fastener f toncrete oniy)and 2.4" 6-inch o.c 5.5-inch 91-lnch a.c. 1.5-incfi 6a Q
2,5tl0 psi concreYe by 3/8-inch lnsulfoam Q����fi E�� Seam Plate outside
R-TeCh EPS
Min.22 ga.,type 0, Min.l.$-inch,one or Ntette-Nide EHD F�stener(Steel onty}or
SG54 Grade 33 steel or min. more tayers,any �"relim. Mule-Hide 7PCI-c H�p Fasteoer(cancrete oniy}and 2.4" 12-inch a.c. 5.5-inch 543-inch 1.5-inch 6�Q
Z,5d0 psi concrete combination attach ocTP4c FXTRA Seam PSate o.c. outside
Min.2Z ga.,type 8, Min.1.S-inch,ane or (�►u��-Hide EHD Fastener{steet only�or
SG55 Grade 33 steei or min. more layers,any prelim. Mute-Hide TPO-c HDP Fastener(concrete only}and 2.4" 6-inch o.c 5.S-inch 9Q.5-inch 1.5-'snch -67.5
2,500 psi concrete combinadon attach or TPO-c EXTR/� g�am Plate a•c� autstde
M'sst.22 ga.,type 8, Min.1.S-inch,one ar Mule-Hide EHp Fastener(steel onlyj or
SC-56 6rade 80 steei or rnin, mare layers,any Preiim. Mute-HideTPO-c NDP Fastener(concrete only}and 2.4N 9-inch o.c, 5.5-inch 54.5-inch 1.5-inch _75�
2,500 psi cancrete combirtatian a�c� °��4-��� Seam Plate o.c. autside
Min.22 ga.,type B, Min,1.5-Inch,one or Mule-Hide ENCi Fastener(steei oniy}or
SG57 Grade 33 steei or min. more layers,any Preltm. Mule-Hide TPO-c HOP Festener{conerete oniy}and 2.4' 6-ioch o.c. 5,5-inch `�2•5-inch 1.5-inch _82.5
2,500 psi cancrete combination ��ch orTPO-c EXTRA geam Plate �•�• outside
Min.22 ga.,type B, Min.i.S-inch,one or Mufe-Hide END Fastener(s�teel only)or
SC-58 Grade 8Q seeei or min. more tayers,any prelim. Mule-Hide TPO-c HaP Fastener(concrete anly)and 2.4" 6-inch o.c. 5.5-inch 54.5-inch 1.5-lnch 9Q 0
2,500 psi concrete Combittation ���h or TPO-c EXTRA S�a�Piate a�c. outside
Exterior Research and pesign,L�C.d/6/a Trinity�ERD Evaluetion Report MA508�A6.09-R3 for FL12772-R3
Certi#icate ofAutfior�zatton q9503 Revlsion 3:03/18/2015
Prepared by;Robert Nieminen,PE-54146 Appendix 1,Page 10 of 16
I
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TABLE 2D: SfEEL or CONCREfE DECKS-NEW CONS7RUCTION,REROOF(Tear-Oifl or RECOVER ,
SYSTENI7YPE D-2: tNSULATEO,MECHANtCALLY ATTACHEp ROOf COVER{RUSS Stripsj
System insulatian Roof Cover 1ViDP
tUa. p��k Type Atitach Membrane Fasteners Attachmene ��1 �
Min.22 ga., e B, pne or more Mule-Hide Mule-Wlde EHD FastBner(steel
TPQ 1�inch Fressure-Sensitiue RUSS stri�s a�e appkied over the insulatlon �
tyP spaced 138-inch o.c. The plates are centered over each strip and fastened 6-
Prelim. TPO-cot 7P�-c only)ot HDP Fastener{concrete -30.0
SC-Ss 6rade 80 steei or min. layers,at�y ����� Ench a.c. Raof cover adhered to each strip 6y first priming wfth TPO Tape
2,54b psi cancrete cambinatipn EXTRi4 oniyj and 2.4"Seam Fiates Pi3mer at the strip location,ihen ratling into place with a hand roiter.
TPO 10-inch Pressure-Sensitive RUSS strlps are applied over the insulation �
lV1in,22 ga.,type B, Qne or mare it+lute-Hide Mule-Hlde EHQ FastEner(steel $pa��li4inch o.c.TF►e pSates are centeted aver each strip and fastened 5-
Prelim. TPO-c or TPO-c onty)or HDP Fastener(concrete "���
SC-60 Grade 80 steel or min. ��YQ�,a�Y attached inch o.c. Roof cover adher�d to each strip by first pNming with TP8 Tape
2,5q0 psi concrete combination EXTRA oniy)and 2.4"Seam Plates primer at thg serip lacation,then roiling into place with a hand roller.
TPO i�inch Pressure-Sensitive ftUSS str3ps are appfied over the insatatian
Min.22 ga.,type B, One or mare prelim. Mule-Hide Mule-Hide EHD Fast�ner(stee{ s��ed 90-inch o.c. 7he pletes are centered over each strip and fastened 6-
SC-61 C�rade 84 steei pr min. layers,any 7P4c or TPO-c only}or HDP Fastener{cancrete �nch a.c. Rapf cover adhered to each strip by first griming wi#h TPO Tape -52.5
attacheci
2,500 psi concrete combinat�on - EXTRA ontyj and 2.4"Seam Piates primer at the strip location,then rofling inta place with a fiand rolfer.
TP010-inCh Pressure-5ensitive RUSS strips are applied over khe insulation
M1n.22 ga.,type B, One ar mare Prelim. Niule-Hide (Viute-Nide EHC3 Fastener{steet Spaced 2Z{�tnch o.c.ihe plates are centered over each strip and fastened 6-
SC-62 Grade 80 st�eel or min, la ers,an TPO-c ar TPO-c only)ar HDP Fasten0r(concrete ���'�
y Y attached inth o_c. Roof cover adhered to each strip by first priming with FiP-250
2,500 psi tona�ete combina#ian EXiRA only)and 2.4"Seam Plates primer at the strip location,then rolling into place wiCh a hand rol ler.
TPO 10-inch Pressure-Sensitive RUS5 str€ps ase applied over the insutafion
Min.22 ga.,type B, One or mare Mule-Hide Mule-Hide EHq Fastener�steel g��ced 60-iqch o.c. The plates are centered Qver each strip and fastened 12-
Prelim. -60.0
SC-63 �rade 80 steel pr min. layers,any fiP4-e or TP4-c anty}or HDP Fastener lconcrete fnch o.c Roof caver adhered to each strip by first priming wtth NP-250 �
attacheci ani a "
2,500 psi cnncrete cambinaUon EXTRA y) nd 2.4 5eam Pfates primer atthe strip tocafiion,then ra(iing inta place with e hand roiier.
i�
' Exterior Research and Design,LLC.d/6/a Trinity�ERG EvainatIcsn Report Mi5U60.06.{79-R3 for FE12772-R3 •
Revision 3:03/18/2015
Certiflcate of puthorizatlon t19503
Appendlx 1,Page 11 of 16
Prepared by:Robert NiemEnen,PE-59166
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TABIE 3A: CONCRETE OECICS—NEW CONSTRUGTION orREROOF(Tear-Of�
SYSTEM TYPE A-1:BONOED INSULlaT10N,BONDED HOOF COVER
Base Insulation Layee Top Insulation Layer Roof C�ver MDP
System Roof Pecic (�
Mo. (See Note 1) 7ype Attach Type Attach IVlembrane Application
Min.0.25-inch SECUROCK Gypsum- Mule-Hide TPO-c _�0.0
Min.2,500 psi p8500 Mule-Hide TPO-c gonding Adhesive
C-L Min.1.5-fnch Poly I501,H-Shield,H-Shield CG OB50D Fiber Ronf Board ,
concrete
Min.2,500 psi Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Poly 1501,Poly (Optional)Additional layers of base og500 Mule-Hide TPO-c WBBA 20QD -127.5
C Z OB500 insulation
concrete ISO 2
Min.Ya-inch Dens Deck or Dens pg500 Mule-Hide TPO-c WBBA 20Q0 -127.5
Min.2,500 psi (Optional)Min.1:5-inch ACFoam II,H-Shield,ENRGY 3 or Poly 08500
C3. �oncrete ISO 1,Poly ISO 2 Decic Prime
O tional)Additional layers of base Mule-Hide TPO-c -150.0
Min.2,500 psi Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or poly ISO 1,Poly OB500 ( P OB500 Mule-Hide TPO-c gonding Adhesive
��' concrete ISO 2 insulation
Mule-Hide TPO-c
Min.2,500 psi (Optionai)Min.1.5-inch ACFoam 11,H-Shield,E(VRGY 3 or Poly 0850D Min.Y.-inch Dens Deck or Dens OB5p0 Mule-Hide TPO-c gonding Adhesive -150.0
C-5. concrete ISO 1,Poly ISO 2 Decls Prime
Mule-Hide TPO-c
Min.2,500 psi Min.0.25-inch SECUROCK Gypsum- Qg500 Mule-Hide TPO-c Bonding Adhesive or -247_5
��, Min.2-inch Poly ISO 1,H-Shield,H-Shfeld CG OB500 Fiber Roof Board WBBA 20D0
concrete
Min.2,5tl0 psi Min.1.5-inch ACFoam II,N-Shield,ENR6Y 3 or Poly I501,Poly (Optionai)Additional lay�rs af base �_2D {�)�ule-Hide TPa-c WBBA 2000 -127.5
C_� �R-Z� insulation
concrete I50 2
Min.2,500 psi (Optional)Min.1.5-inch ACFoam II,H Shield,ENRGY 3 or Poly CR-20 Min.Y-inch Dens Deck or Dens CR-ZO Mule-Hide TPO-c WBBA 20p0 -127.5
��• concrete I501,Poly ISO 2 Decic Prime
� tional)Additional layers of base Mule-Hide TPO-c _232_5
Min.2,500 psi Min.1.5-inch ACFoam il,H-Shield,ENRGY 3 or Poly I5o 1,Poly CR-20 � P CR-20 Mule-Hide TPO-c gonding Adhesive
C-9' concrete ISO 2 insulation
� Min.Y-inch Dens Deck or Dens Mule-Hide TPO-c _232.5
Min.2,500 psi (Optional)Min.1.5-inch ACFoam il,H-Shield,QNRGY 3 or Poly CR-20 CR-ZO PJlule-Hide TPO-c �nding Adhesive
C-10. �oncrete I501,Poly ISO 2 Decic Prime
Evaluation Report M15060.06.09-R3 far FL12772-R3
Exter(or Research and pesign,LLC.d/6/a Trinity�ERD Revision 3:03/18jZ015
CertiFlcate of Authorizatfon it9503 Appendix 1,Page 12 of 16
Prepared by: Robert Nieminen,PE-59165
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7ABlE 4A: UGHTWE3GHT CONCEtETE DECIiS-NE1N COidSTltUtTIQN or REROOF(Year-Off�
SYSTEM 7"VPE A-1A: BO{UI�ED INSULATION,BONDEQ ROOF GOVEfi -
Deck
System Base tnsulatton Layer Coverboard
(See Note 1} Roof Cover/Adhesive �a�
�o. {P��3
Stsact L1NC Type Attach Type Attacb
lliUGl S���� �1in•25p psi,Mlrt.2-inch thicl4 Mio.l-Inch Poly!Sd 1 or QB�a� (Optional)Addlttonal layers base ��� Mule-Hide TPO-c/Mule-Hide TPO-c �225.4
concreYe Elastizell Range II LWIC H-Shield insu(ation Bonding Adhesive
I.WC-2 Structural Min.200 psi,Min.2-inch thicic, Min.1-incn Poly IS01 or �R Z� (optional)Additlonal layers base ��0 Mute-Hide TPO-c/Mute-HideTPO-c 1�Q
concrete Elas#3zelt Range II LWt� H-Shield insu(atian 8onding Adhesive
LWC-3 Strudural Min.2QQ psi,Min.2-inch tfiictc, Min.l-inch Poly ISO 1 or �_Za {Optionat)Additional fayers base CR-20 �ute-HideTRO-c j Mute-NideTPO-c �ZZ2 5
concrete Celcore MF Cetlalar CGncrete H-Shietd insulatian Bonding Adhesive
LW�� Structura! Min.Z00 psi,Min.2-inch thick, Min.l-inch Poly tSO 1 or {Optionat}Adcfitionat layers krase Nfule-H4de TPO-c(Mule-Hide TPO-c
concrete Mea�ltxete H-Shield ��2a insulation ����� Bonding Adhesive ���'�
TABLE 48-1: UGHTNIEIGNT CORICRETE OVER STEEL DECtt-NEW COiVSTRUCilO{V O�t RE-ROOF{7'EAR OFF}
SYS"Ei M TYPF F: A10ht-INSULATED,BOi11DE[}RQOf C4V�R
t}ectc j5ee iUote 1) Raof Caver
System 5uppleme►�tat Attachment IYIDP
No. Stp'uct DeCk LWI� �re�men� ?11p� Ateach �P�
Fasteners Densi#y
Min.3b pcf wet cast density,min.2Q0 psi,min. W BBA ZOpO or Mule-
LWC-5 �ir�'22 ga.,3"ype S,Grade 33 steei at 2-Inch thidc Cefcore MF Ceilutar Cancrete(cast None None NJA 1�►ute-Nide ����=p�_c Bonding -60.0
max.5 ft spans attached 6anch a,c, with or wfthaut min.l"Eps haley board). See TPO-c Adhesive
Nore A.
Min.38 pcF wet casf densjty,min.200 psi,min.
�WG� Nlin.22 ga.,Type 8,Grade 33 stee)at 1.625-inch thick Ceicore Mf Celinlar Concrete Mule-Hide Mule-Nids TPO-c
max.4 ft spans attached 6-inch o.c followed by min.1-inch EPS holey board with ��Q°re PVA None ��A 7pp.c Bonding Adhestve �T'5
min.2.0-inchtfiidctopcadt. SeeNoteA.
Min.36 pcf wet cast densiEy,rrrin,2�0 psF,min. �
Min.22 ga.,Type B,6rade 33 stee!at 2-inch thicic Celccue MF Cgllular Concreie{cast Mule-Hide HDP FasYener z Mule-Hide WSBA 2000 or Muie- _67.5
���� max.6 ft spans 6-inch o.c. wRh or without min.i"EPS holey board). See �4�e with 3"Insutation Plate �'�r g� TPO-c Nt�Q����S°n���� 5ee Note 8
Not2 d. Adhesive
Min.3b pcfi uvet cast density,min.200 psi,min, wgea zoaa or nn�,t�-
���g Min.22 ga.,Type B,Grade 33 steel at 2-inch thick Celtare MF Cellular Concrete(casC ��ne Mule-Hlde HDP�astener 2 pe�1 ftz Mule-Hide �ide TPo-c eond�ag -120.0
max.6 ft spans 6-fnch"a.c. with or without min.i"EPS hotey board). See with 3"Insuiatiqn Plate TPD-c Adhesive �Nate 8
Nate A.
Note A.) if the tWC ta be used an the ptaJect ts not Cetcore Mfi or t,�che tWC!s e�elsdng in a re-roof jrear-o�j rondtEfon,compressfue strength and fastener wifhdrawat res)surnce tes#trrg shall be coadvcted. tampressiye sirength testing shatt be in
attardance with ASTM Cq95(far new pourJ or ASTM i709/�or existingJ and sholl yield a minlmum 200 psl resu1G Ffeld withdra wai�eslstance tesHng in qcm�dance w/th 7AS 105 a�d shall yleld a MCRF of SS Ibf with pn 7Ynfast FM-90/3use$heet Fqscener.
7f question exists ps to the pdhesion to tbe LWCsurfpre,jieid testing in accordoace with Fry1 LPpS 1-29 orASTM E907 is recommended A!1 testing sha11 be per,�'omzed by on accredited testing ogerrcy acceptabJe tv theAttl.
Note B.)tJnearinterpotatTon between suppiementa!atiochment at Z per 9Jt�far-67.5ps}`and 1 per 1 ft2 far-.1240 psf ts permtsstbJe.Srrch tnterpotatlon shafl be perJormed by a quQf�ed des(pn p%fessiorra!to the satfsfactton aJ the AHJ.
F�CteNor Research and Design,LLC,d/b/a Trfnity�END Evatvation Report MI50b0,p6.09-R3 for Ft12772-R3
CertificaM ofAutlwrtzai=oh#95d3 ReVisian 3:�3(18/2U15
Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 13 of 18
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TABLE 4B-�; UG017UUEtGHT CONCRETE dVER STRUCTUitAI CONCRETE—fVEtN CONSTRLfCi'18N
SYSfENI SYPE F:1VQN-iNSULATEf},$ONOED ROQE COVER �
System Declt Raof Caver yy��p
No. Raof Decic LWt E4tie�nbrana ApplicatSon lPs�
LWC-9 Mln.2,500 pst co�crete Mtn,2S0 pst,Min.2"thtck,Elastizeli Range II LWIC Mule-Hide TPO-c WBBA 24D0 -67.5
Mute-Hide TPA-c
l,WG10 Min.2,5QU psi concrete Min.250 psi,Min.2"thick,Elastixell Range 11 LWIG(EPS board optional) Mule-Hide TPQ-c B��`ng A����Q -240.0
l.WG11 Min.Z,500 psi concrete Mfn.300 psi,Min.2"thick,ElasNzell Range II LWIC(na EP5 board) Mute-Hide TPO-c M�������T��-= -�95 d
Bonding Adhesive
CWC-12 Min.2,500 psi concrete MIn.30Q pst,Min.2"thick,Celcore Cel(ular Concrete Mule-Hide TPD-c WBBA 20q0 -82.5
Mule-Hide TPO-c
LWG13 Min.2,50Q psi concrete Min.3p0 psi,Min.2"thick,Celmr�Celiuiar Cvncrete Niule-Hide TPt3-c Bonding Adhesive -�'�5'�
l.WC-14 Ittlin.2,500 psi conrtete Min.36 pcf wet cast dens"rty,min.200 psi,min,2-inch thick CelCore MF Cellular Concrete{cast witfi ���e-Hide TPO-c WBBA 2000 -217.5
or withaut min.l�EPS hotey board}. See IVoteA.
lWC-15 Min.2,500 psi concrete ��•36 pcf we#qst density,min.200 psi,min.2-inch thlck CeiCore MF Ce#lular Cancrete(cast with �U1e ry���.�P�_� Mule-Hid�TPO-c .�a�
or without min.1"EFS tsoley board}. See fUoteA. Banding Adhesive
Atote A.? if the LWC to 6e used an the proferc ts naf Cefcore Mf,or ff the LWC is exisU�g fn a re-raof{tear-a}�]condlltan,campresslve strength and fostener wiihdrawa!reslstance tesNng shall be conducted. Compressfve strength tesiTng shaU be!n
nccordance with ASTM C495(}'or new pour)arA57M C209(for existFng)and shaq yield o mfnimum 100 psi resalL FIe(d withdra wa!reslstpnce testtng in accordance�viih TAS 10S and shat!yleld n MCRF of 55/bf wlth arr Trufast FM-30 8ose Sheet Fos£ener.
If quesNan exists as to the adhesion fo the f VYC surJ'ace,freld#estinq in actardartce tv}fh FM iFD51-29 or RS7lV/E9QJis remmmendeJ.AlJ testing sha!!be perJormed by an acrre�fed testtng at�ency acceptable tr�theAHl. '
TABLB 5A: GYP5UM OEC{CS—REROOF{Tear-Oifj
SVSYENi TYPE A-1:BONDED It11SUTATTdiU,BOiUDED R{IOF GOVER
S��m Base Insutatian taver Top tnsuiatian layer Roaf Cauer �pp
RooP Oectt
No. TYPe A4tacfi Type Attach Type app}ieation tP��
�2 Existing saund gypsum ar Min.1,5-inch ACFoam II,H=Shield,ENRGY 3 or Poly I501, C ft�� (Optiona(j Additipnal tayers �R_Zp Mule-Hide tP0-c WBBA 2000 -127.5
gypsum pianic Pa(y I5Q 2 of base insuiatian �
�2 Existing saund gypsum or (Optionalj Min.1.5-inch ACFoarri ti,H-Shield,ENRt�Y 3 or CR-20 Mln.3�-inch Dens Dec!<ar �R-20 Mule-Hide TPO-c WBBA 2dOd -127.5
gypsum plank Poty iSC?3,Poly ISO 2 Dens Deck Prime
G-3. �xis#tng sound gVpsum or Min.3.5-€nch ACEaam 1!,H-Shield,ENRGY 3 ot�Pnly iS01, CR-20 {OptEnnal)Additional(ayers ��{-20 Mule-liide TPO-c Mule-Hide TPO-c -2�2,5
gypsum plank Poly ISC7 2 of b8se insulation Banding Adhesive
� Existiag saund gypsurn or {Optionai)Min.1_S-3nch ACFoam U,H-Shield,ENRGY 3 or ���0 Min.:4-inch Dens Decic or CR-2U Mufe-Hide TPO-c ��le-Hide TPO-c 232 S
gypsum plank Poly 1501,Poly ISO 2 Qens DeCk Prime 8onding Acfhesive
ExtBtio�R�search aod Design,fLC dJ6fa Tvinity�ERD Evaluation Report MiS060.o6.09-R3 for FL12'772-R3
Certiflcata of Authorization il9503 Revision 3:tY3J18J2a15
Prepared by: Robert N�eminen,PE-59166 AppendEx 1,Page 14 of 18
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TABLE6A: RECOVIERAPPLICATIONS �
SYSTEM TSfPE A-1: BOND@D INSUTATION,BONDED ROOF COVER
System Substrate Base Insulatfon Layer Top Insulation Layer Roof Cover MDP
No. (See Note 12) Type Attach Type Attach Type Application iPsf)
a 1 Existing asphaltic BUR or Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Poly OB500 10ptional)Additional layers of base OB500 �ule-Hide WBBA 20D0 or Mule-Hide _120.0
mineral surface cap sheet I501,Poly I50 2 insulatton TPO-c TPO-c Bonding Adhesive
Min.Y-Inch Dens Deck,Dens Decl: (y�ule-Hide WBBA 2000 or Mu(e-Hide
R-2 Existing asphaltic BUR or (Optional)Min.1.5-inch ACFoam II,H-Shieid, OB500 Prime or SECUROCK Gypsum-fiber OB500 -120.0
mineral surface cap sheet ENRGY 3 or Poly ISO 1,Poly ISO 2 Roof Board TPO-c TPQ-c Bondi�g Adhesive
R-3 Exlsting asphaitic BUR or MIn.1.5-inch ACFoam 11,H-Shield,ENRGY 3 or Poly CR-20 IOptional)Addftional layers of base CR-20 Mule-Hide WBBA 2000 -127.5
mineral surface cap sheet ISO 1,Poly ISO 2 insulation TPO-c
Min.%-inch Dens Decic or Dens Decic Nlule-Hide
R� Existing asphaltic BUR or (Optional)Min.1.5-inch ACFoam II,H-Shield, CR-20 Prime or SECUROCK Gypsum-Fiber CR-20 WBBA 2000 -127.5
minerai surface cap sheet ENRGY 3 or Poly ISO 1,Poly ISO 2 Roof Board TPO-c
Existing asphaltic BUR or Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Poly �R Z� (Optional)Additional layers of base CR-20 Mule-Hide Mule-Hide TPO-c Bonding _Z32.5
R-5 mineral surface cap sheet ISO 2,Poly ISO 2 insulation TPO-c Adhesive
Existing asphaltic BUR ar (Optlonal)Min.1.5-inch ACFoam II,H-Shield, Min.Y-inch Dens Decic or Dens Decic Mule-Hide iVlule-Hide TPO-c Bonding
R-6 CR-20 Prime or SECUROC{C 6ypsum-Fiber CR-20 -232.5
mineral surface cap sheet ENRGY 3 or Poly ISO 1,Poly ISO 2 Roof Board TPO-C Adhesive
Exterfor Research and Design,LLC,d/b/a Trtnity�ERD Evaluation Report M15060.06.04-R3 Tnr FL12772-R3
' Certificate of Authorization N9503 Revision 3:03/18/2015
Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 15 of 18
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TI�BLE6D:RECOVERAPPLICATIONS �
SYSTEM TYPE F2:NE1lV LIGHTWEIGHTCONCRETE OVER EIUTISTING ROOF,BONDED ROOF COVER
y��m Substrate(See No4es 1€e 12) Roof Cover
MOP(psf)
No. p��� Fxisting Roof Ligh4weigh4 Concrete Type Attach
R-28 Structural Existing asphalt BUR or smooth-or granule-surface Min.250 psi,Min.2-inch thici<,Elastizell Range II
concrete SBS modified bitume� LWIC(EPS board optional) Mule-Hide TPO-c WBBA 2000 -67.5
Structural Existing asphalt BUR Qr granule-surface 565 modified Min.250 psi,Min.2-inch thicic,Elastizell Range fl Mule-Hide TPO-c Mule-HideTPO-c Bonding _302.5
R-29 concrete bftumen LWIC(EPS board optiona!) Adhesive
R-30 Structural Existing asphalt BUR or smooth-surface SBS modified Min.250 psi,Min.2-inch thici:,Elastizeli Range II Mule-Hide TPO-c Bonding
concrete bitumen LWIC(EPS 6oard optionalj Mule-Hide TPO-c �h�� -34Z.0 �
Exterior Research and Design,LLG d/b/a Trfniry�ERD Evaluation Report M15060.06.09-R3 for FL12772-R3
Certiflcate of Authorizatlon i19503 Revision 3:03/18/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 18 of 18
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;..;J .` , PURCHASE ORDGR
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;.•�f�f����='��_:.. .,�,= No. U000032U8�
`Cit�r l�f Z_ephyrhills -
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�'ENDnR: SH IP'1'O: BII.L TO:
1 aul Schaper Roofing lnc City of%cphyrhills
949 Gall t3h�d 533�8th St.
i ' cphyrhills;FL 3354? 7_eph��rhills,FL 33542
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1'E1DOR NO. �'F,�DOR P1fO1�E 1Vlt�1BER 'CERIIIS DAl'E REQIfIRfiD DEl,1YER1'DA'rE
IScha{xr 0 U3/03hU 17
I IS(IIPPINC I\STRUCTIO�S
(nonc)
17{LA1 QT)' U/�T DfiSCRII'TiQ\/PASK PRA CODE ACCOU\T UNIT PRICE An10.U\7'
1 0.00 mnusolcum rcx,frcpairs,u!o�ksidc OUI-7200-572-dGOU 2;49).U�' 2,499.G0
CNOICICR'
$��1;����1 i'��.. ��a��.��
TAa: 0.00
SHIYPMG: O,UO
'I'AXAI3I.I:: No TOl'AL: 2,499.00
CONPIRMING:
S�f� � Lt�Ov
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r\UTHORIZED SIGNA7UR1:
I� IMI'.UR'PANl': OUR OltDlilt NUMAEIZ.Iv1US9'AI'I'IiAR Or GVIRY 1�'VO]GE AND PAGKAGG
TLis purchasr order is girrn upon�hc icprcscn�ntion and guuaNy of the mnnuf.�cturcr or scllcr thnt no bioncL of rury Stnlc qr Frdrral
laiv or Fi,e�vlation hns ocourred in connectian.eit1�the monuf.�eturing,processine,tiraiiJing,labeli�ig oi transpurtation of
the mcrchnndise Lereiu mrntioncd. If such Urcach occurs or is clmrged by nny legally eonstiwtcd Stme or Federal authari�y,
Ihc huyCl'tiIl(III IfC q1111IC1I1U ICFCUIII II1C plllCf lllll�fCllltll IIIC 1111115C/I IIICfC�1811fIISC and.shnll nlsn bc hclJ 6nmilc;s by IIIG IIIl10UG'ICtURf
ur seller nguiiist nu�•j�ndiy in:uncJ m�d�nr Ihc r.�it ufdefrnse of any procecdii�g de.igned to�xnalire die knq•c�.
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
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Contractor/Homeowner:
Date Re�eived: � 7� [
Site: 'e7`��- ���� �� �
Permit ype: �i� �
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Approv d w/no comments: ' Approved w/the below comments: ❑ Denied w/the below comments: ❑
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This co sheet s �b kept with the permit and/or plans.
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' Kalv' � w e lans Examiner Date Contractor and/or Homeowner
(Required when comments are present)