HomeMy WebLinkAbout16-17069 . CITY OF ZEPHYRHILLS
� 5335-8TH STREET
(813)780-0020 17069
BUILDING PERMIT
_PERMIT INFORMATION . LOCATION INFORMATION
Permit Number: 17069 Address: 39806 COG HILL LP LOT 168
Permit Type: RE-ROOF ZEPHYRHILLS, FL.
Class of Work: ROOF REPLACEMENT Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: MAJESTIC OAKS
Est. Value: Parcel Number: 24-26-21-0030-00000-1460
Improv. Cost: 1,800.00 �OWNER INFORMATION
Date Issued: 2/19/2016 Name: NHC-FL115 LLC LOMMIS
Total Fees: 67.50 Address: 6991 E CAMELBACK RD STE B310
Amount Paid: 67.50 SCOTTSDALE AZ 85251-2493
Date Paid: 2/19/2016 Phone: 813-395-6714
Work Desc: REROOF TPO 5 SQ ONLY
CONTRACTOR S � APPLICATION FEES
PAUL D SCHAPER ROOFING INC RE , OF RESIDENTIAL 67.50
�
Ins ections Re uired -
DRY IN R F INSP
TAPE JOINT�i00�NSI
FINAL
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, ecifications 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.
CO TOR SIGNATURE PERMIT OFFI R
RMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
� PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
.- Bullding Department
Date Received ���S�'f y Phone Contact for Permittin 'J � � _ (//�� I
Owner's Name � � .S W'6wner Phone Num6er b� '
Owner's Address � � Owner Phone Number
Fee Simple Titleholder Name N Uwner Phone Number �
Fee Slmple Titleholder Address
JOB ADDRESS �V � l) O LOT# �
SUBDIVISION ' � � . PARCELID# �}"aG"aI'O� '�✓W' ��T�YV
, (OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR e ADDIALT 0 SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPD.SED U.SE � SFR Q C.OMM � OTHER
TYPE OF CONSTRUCTION 0 BLOCK Q FRAME 0 STEEL Q
DESCRIPTION OF WORK S L7 C T V � cJ
BUILDING SIZE SQ FOOTAGE� HEIGHT �
OBUILDING $ I, �OO VALUATION OF TOTAL CONSTRUCTION
• QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
�PLUMBING $
�����
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �
QGAS 0 ROOFING Q SPECIALN 0 OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
BUILDER �� '�OMPANY I� v(�Cp�Qr' �� l�.
SIGNATURE � REGISTERED Y/ N FEE CURR Y/N
Address � � T � License# ��.Q 8 �
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
PLUMBER COMPANY
' SIGNATURE REGISTERED Y'I N FEE CURRE� Y'!N
Address License#
MECHANICAL COMPANY
SIGNATURE REG�STERED Y/ N FEE CURRE� Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIt11111111111111111I1111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;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 subdivisions/large proJects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortns.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Constructlon Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities 8 1 dumpster.Site Work Pertnit 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 8 Contractor sign back of epplication,notarized
If over 52500,a Notice of Commencement Is requlred. (AIC upgrades over$7500)
" Agent(for the contractor)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)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
: � II
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" i
which may be more restrictive than County regulations. The undersigned assumes responsibiliry for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
, contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
' intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
� portions of the"contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees,as may be due,will be identified at the time of
permitting. it is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County WatedSewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCT19P1 61EN LAW(Chapter 713,Florida Statutes,as amended); If yaluation of wo.rk is$2,509,QQ 9r Jpgre,i
certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien �aw—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy of the above described document and promise in.good faith to
deliver it to the"owner'prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: i certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actiorts I must take to be in compliance. Such agencies irtclude but are not limited tQ:
- 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.
- Attny Corps of Engineers=Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatrnent,
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 ofi 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 AGEMT 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,consVuction 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 COMMENCEMEN7'MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. lF YOU INTEND TO O TAlN FINANCING,CONSULT
WITH YOUR LENDER OR AN ORNEY BEFORE RECORDING YOU TICE OF OMMENCEMENT.
FLORIDA JURAT(F.S. 03)
OWNER OR AGENT CONTRACTOR
Subscribed and swom t affir -efore me thi Sutiscritied arid swom to a e efore me this
?/��Z/fln by � . ' 2 Z b
Wh is/are p ali no to me or haslha e produced Who islare onally kn n to m or has/have produced
as identification. as identification.
_��1��;]�uL ) Notary Public � Notary Public
Commission No. Commission No.
��!��,�m�e o�o ar� �rir���r�ta��$ Name f`K�y�p_ed, r��t�e�EAPI JOAIES
:r°•'' _'Sa+z ��fn
='• '' MY COMMISSION#FF236�18� =°' � •�n MY COMMISSION�F FF23648�
'��e� EXPIRES June 02.2Q79 '�.� EXPtRES Ju�e 02,2019
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
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Contractor/Homeowner: — `j L-�(� �/�
Date Received: 2 'l�l�
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Site: Ll� '
Permit Type: ���
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be ke�t w' the permit and/or plans.
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Kalvin Switzer—Pl s aminer Date Contractor and/or Homeowner
(Required when comments are present)
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Florida Building Code Onlin,e
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Category Rooflng Subcategory 5ingle Ply Roof Systems � U Z � � �°' 2
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Search Results-A plications
FL# Tvpe N9anufacturer l/�Yida�ted Bv � afi�us
FL10703-R6 Revlsion Mule-Hide Products Co., Inc. ]ohn W. Knezevich, PE Approved
Historv Category: Roofing (954) 772-6224
Subcategory: Single Ply Roof Systems '
FL12772-R3 Revfsion Mule-Hide Products Co., Inc. John W. Knezevich, PE Approved
HistOry Categoly: Roofing (954) 772-6224
Subcategory: Single Ply Roof Systems
*Approved by DBPR.ApprovaLs by DBPR shali be revlewed and ratlFled by the POC and/or the Commisston if necessary.
o�ta t ;:1940 North Monro Tallaha s FL 3?,,}99 Phone:850-487-1824 •
The State of FloHda Is an AA/EEO employer.�pyright 2007-2043 State of FloHda ::Privacv Statement::Accessibili)y Statement::Befund Statement
Under Fbrlda law,ematl addresses are publfc records.If you do not want your e-mail address released in response to a pubik-records request,do not send electronlc mail to thLs entity.�Instead,contact the ofFlce by p
' piease contact 850.487.1395.*Pursuant to Sectbn 455.275(1),Florida Statutes,effective October 1,2012,Ilcensees Iicensed under Chapter 455,F.S.must provide the bepartment�with an emall address if they ht
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7. LJnless otherwise noted,all fnsulat(ons are flat stock or taper 6oard of the minimum thickness noted.Tapered palyisoryanurate at the following thickness limitations may 6e substituted with the following Maximum �
Design Pressure�MDPJ limitations. in no.case shall[hese values be used to'lncrease'the MDP Iistings in the tables;rather(f MDP listing below meets or exceeds that Iisted for a particular system in the tables,then
the thinner 6oard listed below may be used as a drop-in for[he equlvalent thicker materlal Iisted In the ta61e:
D OlyBond 500: MDP -157.5 psf (Mln.0.5-inch thick)
8. Bonded polyisocyanurete insulation 6oards shall he maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shali meet or exteed'the 2nne 1 design pressure determi�ed in accordance with FBC
Chapcer 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criterla, Commonly used methods are RAS 117,FM LPDS 1-29 and
AN51/SPRI WDS. Assemhl(es marked with an asterisk'carry the Iimitatfons set forth in Sectlon 2.2.1.5.1(a)of FM LPDS 1-29 for 2one 2/3 enhancements.
S0. For assemblles with all components fully bonded In place,the maximum design pressure farthe selected assembly shall meet ar exceed critical design pressure determined In accordance with F8C Chapter 16,and no
ratfonal analysls is permitted.
il. For mecha�ically attached companenu over existing decks,fasteners shall he tested in the existing deck for.withd2wal resistance. A qualified design professional shall review the data for comparison ta the
minlmum requirementr for the system.Testing shall be in accordance wlth TA5105 or AN51/SPRI FX-1.
12. For existing suhstretes in a bonded recover or rrroof fnsullation,she existing roof surface or exisUng roof deck shall be examined for compatibility and bond perforrnance with the seleded adhesive,and the exlsting
a ect desl n ressures on Its own merit to the satlsfaction of the AHI,as documented through field uplift testing In accordance with ASTM E907,FM LPOS i-52,
roof system(far recover)shall be capable of resisting pr( 6 P
AN51/SPRI IA-1 or TA5124.
13. For System Type D,steel deck applfcatians,the roof inembrane shall he run with Its length perpendlcular to the steel deck flutes.
14. For Recover Applfcations using System Type�,the insula[ion is optlonal.Alternatively,min.0.2Slnch to 0.625•inch Dens Deck,Dens Detk Prlme,SECUROCK Gypsum-Fiber Roof Board,pr SECUROCK Glass-Mat Roof
Board ma be used as a se arator 6oard,preliminarily attached prior to roof cover installa[ion.The existing roof system shall he suitable for a recover appli�ation.
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15. For membrane attachment using batten-strips,end laps shall be spliced wfth sufficient dfinension to allow for minimum Z-fasteners at each 6atten-strip lap.
16. Slde laps shall be sealed In actordance with Mule-Hide requfrements:
D Primed with Mule-HldeTape Primer and adhered with Mule-Hide In-Seam Tape
D Cleaned with Mule-Hide Spllte Cleaner and adhered with Mule-Hide Black or White Splice Adhestve.
17. Memhrane adhesive application rates are as follows:
D Mule-Hide Bonding Adhesive in a contact application at combfned rete of 60 ft'/gal.
➢ WBBA 2000 fn a cantact appliwtlon at a combined rete of 50 to 60 ft'/gal.
� D Mule-Hide Acrylic Water Base Bonding Adliesive In a su6strate application at rate of 100 ft3/gal.
18. "MDP"=Maximum Design Pressure is the resuit of testing for wind load resistan�e based on allowa6le wind loads.Refer to FBC 1609(or determinatian of design wind toads.
Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report M31240.11.09-RS for fL10703-R6
. Revisfon 5:03/20/2015
Certlfiwte of Authorization i19503
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 12
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7. Unless o[herwise nated,all Insulations are flat stock or taper board of the minimum thickness noted.Tapered polyisocyanurate at the following thickness tlmitations may 6e substituted with the following Maximum
Design Pressure(MDP)limitations. In no case shall these values be used to'lncrease'the MDP Iistings fn the tables;rether ff�4DP Ifsting below meets or exceeds that listed for a particular system in the tables,then
the thinner board ifsted below may be used as a drop-fn for the equivalent thicl<er materfal Iisted In the tahle:
➢ OlyBond 500: MDP -187.5 psf (Min.0.5-inch thick�
S. Bonded polyisocyanurete insulatlon boards shall be maximum 4 x4 ft.
9. For mechanically attached components or partially honded insulation,the maximum design pressure for the selected assemhly shall meet or exreed the Zone 1 design pressure determined in accordance with FBC I
Chapter 16,and 2ones 2 and 3 shall employ an attachment density destgned by a qualifled design professional to resist the elevated pressure criterla. CommoniY used methods are RAS 117,FM LPDS 1-29 and
AN51/SPRI WDS.Assemhlies marked with an asterisk'carry the Iimitations set forth in Sectlon 2.2.1.5.1(aj of FM 1PD51-29 for 2one 2/3 enhancements.
10. For assemhlies with all camponents fully bonded in place,the maximum design pressure for the selected assemhly shall meet or exceed crittcal design pressure determined in accordance with F6C Chapter 16,and no
radonal analysis Is permltted.
11. For mechanically attached wmponents over existing decks,fasteners shall be tested in the existing deck for withdrawal resistan�e. A qualified design professional sh��l review the daW for comparison ta the
minlmum requirements for the system.Testing shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
12. For exlsting substretes in a bonded recover or re-roof installation,the existing raof surface or existing roof deck shall be examined for compatlbility and bond performance wlth the selected adhesive,and the existing
roof system(far recover)shall be capa6le af resisting proJect design pressures on tts own merit to the satlsfaction of the AHJ,as documented through fleld uplift testing tn accordance with ASTM E907,FM LPO51-52,
ANSI/SPRI IA-1 or TA5124.
13. For System 7ype D,steel deck applications,the roof inemhrane shall 6e run with its length perpendlcular to the steel deck flutes.
14. For Recover Applitatians using System Type D,the insulation is optlonal.Altematively,min.0.25-inch to 0.625•inch Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board�or SECUROCK Glass-Mat Roof
Board may he used as a separator hoard,preliminarily attached prior to roof cover installation.The euistlng roof system shall be suita6le for a recover applica[ion.
15. For membrane attachment using batten-sVips,end laps shall be spllced whh sufficient dimension to allow for minlmum 2-fasteners at each batten-strip lap.
16. Slde laps shall be sealed in accordance wi[h Mule-Hide requfrements:
➢ Primed wlth Mule-Hide Tape Primer and adhered with Mule-Hide In-Seam Tape
➢ Cleaned with Mule-Hlde Splice Cleaner and adhered with MulrHide elack or Whlte Spilce Adhesive.
17 Memhrene adhesive application retes are as follows:
D Mule-Hide Bonding Adhesive in a contact application at combined rate of 60 ft'/gal.
➢ W BBA 20001n a cantact application at a combined rate of 50 to 60 ft'/gal.
Z Mule-Hide Acrylic Wa[er Base Bonding Adhesive in a suhstrate applfcatlon at rete of 100 ftl/gai.
18. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allawahle wind loads.Refer to FBC 1609 for determination of design wind loads.
Euterlor Researth and Design,LLC.d/b/a Trinity�ERD Evaluation Report M31240.11.09-RS for FL30703-R6
Revisfon 5:03/20/2015
Certifiwte of Authorization N9503 pppendix 1,Page 2 of 12
Prepared by: Robert Nieminen,PE-59166
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TAB4E 1A:WOOD DECKS-NEW CONSTRUCTION,REROOF(TeAR-OFFy OR RECOVER
SVSTEMNPEC:MECHANICALLYATTACHEDINSULATION,BONDEDROOFCOVER
System Declt Top Insulatlon Layer
8ase Insulation Layer Fasteners Attach Roof Cover/Adhesive MDP(ps fl
No. �See Note i) TYPe
Min.OS-inch thick HP Recovery Board,Fiber Base HOi,GP High
Min.19/32"plywood (Optional)One or more Density Roof Fiherboard,min.0.25-inth thick�ens Deck,Dens Mule-Hide Whlte-on-Black
W_� or wood plank;max. layers,any combinatlon, Deck Prime ar SECUROLK Gypsum-Fiber Roof Board,min.1.5-Inch See Note 2 1 per 2 ft' EPDM/Mule-Hlde Bonding -45.0'
24"spans loose laid Poly ISO 2,ACFoam II,ACFoam Iil,Polyiso HP-H,HP-N,HP-W,Poly Adhesive
1501,H-Shleld,H-Sh(eld CG,ENRGY 3,PSI-25,Multf-Max FA-3
Mule-H(de White-on-Biacic
MIn.19/32"plywaod (Optfonal)One or more MIn.1.5-Inch Poly I50 2 WF,ACFoam Composite/F8,Polylso HP-H � -45.0'
W_2 or wood plank;max. layets,any com6inatlon, See Note 2 1 per 3 ft EPDM/Mule-Hide Bonding
Cornposite,H-Shield-WF,ENRGY3 Plus Adhes(ve
24"spans loose lafd
Min.19/32"piywood (Optional)One ar more Min.2.0-inch Poly ISO 2,ACFoam II,ACFoam III,Polyiso HP-H,HP- Mule-Hide White-on-Black
W-3 ar wood plank;max. layers,any com6lnation, N,HP-W,Poly IS01,H-Shleld,H-Shield CG,ENRGY 3,P51-25,Multi- See Nofe 2 1 per 4 ft' �hesfve ule-Hide eonding
-45.0°
24"spans loose laid Max FA-3
TABLE 18:WOOD DECKS—NEW CONSTRUCTION
SYSTEM 7YPE F:NON-INSULATED,BONDED ROOF COVER
Raof[over MDP(psfl
System Roof Deck
Na Membrane Application
MIn.15/32"thick Mule-Hide"PyroXL�"attadied to wood supports spaced max.24"a.c.using 10d ring Mule-Hide Standard EPDM,Ffl EPDM or MulrHide Atryltc Water Base Bonding _�5.0
W-4 shank nalls spated 6"o.c.at panel edges and 12"o.c.at fleld supports. White-on-Black EPDM Adhesive at 1 gal/100 ft2
MIn.15/32"thick Mule-Hide"PyroXL""'attached to wood supports spaced max.24"o.c.using No.8 x Mule-Hlde Standard EPDM,FR EPOM or Mule-Hide Acrylic Water Base Bonding _9�5
W�5 2'/,-inch long course thread screws spaced 6°o.c at panel edges and 12"o.c.at fieid supparts. White-on-Black EPDM Adhesive at 1 gal/100 ft2
W 6 MIn.15/32"thlck Mule-Hide"PyroXLc"attached to woad supports spaced max.12"o.c.using lOd ring Mule-Hide Standard EPDM,FR EPDM or Mule-Hide Acrylfc Water Base Bondin� _105.0
shank nails spaced 6"o.c.at panel edges and 12"o.c.at fleld supports. White-on•Black EPDM Adhesive at 1 gal/300 ft2
Min.7/16"thick Mule-Hide FR Deck Panel A,BarrierTechnolosy Corp"8lazeguard A",Mule•Hfde Fii Mule-Hide Standard EPOM,FR EPDM or Mule-Hide Acrylic Water Base Bonding _1y0.0
W-7 Deck Panel C or Barrfer Te�hnology Corp"Bla:eguard C"attached to wood supporcs spaced max.24" y�hite•on-Black EPDM Adhesive at 1 gal/100 ft2
o.c.using No.S x 2h-Inch long course thread screws spaced 6"o.c.at ail supports.
Min.23/32"thick Mule-Hide"P,yroXL°"attached tn wood supports spaced max.12"o.c using No.8 x Mule-Hide Standard EPDM,FR EPDM or Mule-Hide Acrylic Water Base Bonding _�5.0
W�8 Zl4-inch long course thread screws spaced 6"o.c.at ail supports. Whitron-Black EPOM Adhesive at 1 gal/100 ft2
Min.15/32"thick Mule-Hlde"PyroXL°"attached to wood supports spaced max.12"o.c.using No.S x Mule-Hide Standard EPDM,FR EPDM or Mule-Hide Acrylic Water Base eonding _SA0.0
W-9 2'rS-Inch long course thread screws spaced 6"o.c.at panel edges and 12"o.c.at field supports. W hite-on-Black EPDM Adhesive at 1 gal/100 f[2
Evaluation Report M31240.11.09-RS tor FL10703-R6
Exterior Rrsearch and Design,LLC.dfb/a Trinity�ERD Revislon 5:03/20/2015
Certificate of Authorization N9503 Appendix 1,Page 3 of 12
Prepared by: Robert Nleminen,PE-5916fi
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