HomeMy WebLinkAbout16-17251 � . CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 17251
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 17251 , Address: 39024 MANOR DR LOT 13
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: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 12-26-21-0050-00000-0130
Improv. Cost: 1,675.00 OWNER INFORMATION
Date Issued: 4/15/2016 Name: LAKES AMANDA R BULIN & SCOTT
Total Fees: 67.50 Address: 39024 MANOR DR
Amount Paid: 67.50 ZEPHYRHILLS FL 33542-1824
Date Paid: 4/15/2016 Phone: (813)469-9481
Work Desc: REROOF PARITAL FLAT
CONTRACTOR S APPLICATION FEES
PAUL D SCHAPER ROOFING INC REROOF RESIDENTIAL 67.50
,
Ins ections Re uired
D Y N ROOF INSP
TAPE JOI T ROOF I !S
FINAL �
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications Must Accompany Application. All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
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C TRACTOR S NATURE ���!s=(o PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: � �,"' �
Date Received: � `� ��
Site: .�9�Z� ��i?�J� � ',
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!, Permit Type: �� y�Gf'S/'"
A roved w/the below comments: ❑ Denied w/the below comments: ❑
Approved w/no comments• pp ,
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v
This comment sheet s al be kept with the permit ancUor plans.
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Kalvin Sw –Plans Exanuner Date Contractor and/or Homeowner
� (Required when comments are present)
i i s�sauo-oozo Ciry of Zephyrhills Permit Application Fax-813-780-0021
� � ' /��Ir_ BuddingDepartmem
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Date Received L�-� p��one Contact for Pe 1m1[t'ng � ( 8 3 (8 --�Z(�
' t � � � � � � �
�• Owner's Name �e u, j c� � Owner Phone Number 3'��-��81
Owner's Address ()oCy m�l/\ Owner Phone Number
Fee Simple Titleholder Naine � �T Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS �O YY1W�Cx Q�, LOT# �
SUBDIVISION L r PARCEL ID# 'Z(p-ZI-�O�OU(�OO -O� Q
(OBTAINED FROM PROPERTV TN(NOi10E)
WORK PROPOSED e NEW CONS7R B ADD/ALT � SIGN � � DEMOLISH
INSTALL REPAIR
PROPOSED USE �. SFR a COMM � OTHER
TYPE OF CONSTRUCTION � BLOCK Q FRAME � STEEL �
DESCRIPTION OF WORK E '�L
BUILDING SIZE SQ FOOTAGE I�O U HEIGHT
r��rrrr� r�T i��-r� rrrrr� r r� � i� � � � � � � � r ���
�BUILDING $/' ��c Q� VALUATIONOFTOTALCONSTRUCTION
V
DELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY � W.R.E.C.
' �PLUMBING $
I �MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION I � ��r
�
�GAS Q ROOFING Q SPECIALTY � OTHER
FINISHED FLOOR ELEVATIONS ' FLOOD ZONE AREA �YES NO
7dJ d �
BUILDER COMPANY S G e,VL •��'r-i;
SIGNATURE REGISTERED N FEE CURREn
Address � q � ��( Licenset! �ee.osgi3
ELECTRICIAN COMPAtNY
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address
License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y 1 N FEE CURREA Y/N
Address
License i!
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N � FEE CURRE� Y/N
Address
License it
OTHER COMPANY I
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N I
Address -
License#
' 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days afler submi[lal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, I
Sanitary Facilities 8 1 dumpster;Site Work Permit(or subdivisions/large projects
COMMERCIAL Altach(2)complele sels of Building Plans plus a Li(e Sa(ety Page;(1)set of Energy Forms.R-O-W Permit(or new conslruction. �
Minimum len(10)working days afler submit�al dale. Requiretl onsite,Conslruclion Plans,Stormwa[er Plans w/Silt Fence inslalled,
Sanilary Facilities&1 dumpster Site Work Pertnil lor all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construclion.
Direc[ions:
Fill out application completely.
Owner&Coniractor sign back of application,notarized
If over E2500,a Notice of Commencemen[is required. (AIC upgredes over$7500)
" Agent(for the contracror)or Power o(Attorney(for the owner)would be someone with notarized letter trom owner authorizing same �
OVER THE COUNTER PERMITTING (copy of conlract required)
Reroofs il shingles Sewers Service Upgrades A!C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
I
. � .
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NOTICE OF DEED RESTRICTIONS The undersigned untlerstands that this permit may be subject to"deed"restrictions"
which may be more resUiclive than Counry 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 Ii 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 Ihe 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 underslands, that such fees, as may be due, will be identified at the time o(
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. '
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended). If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner', I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will 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 lo identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways. ,
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida. r
- If the fill material is to be used in Flood Zone "A" in connection with a permitted buiiding 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 o( 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 th�AGENT FOR TH�OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. •
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANC�NG,CONSULT II
WITH YOUR LENDER AN ATTORNEY BEFORE RECORDING YOUR N OF COMMENCEMENT.
FLORIDA JURAT(F.S.71 .03) I
OWNER OR AGENT CONTRACTOR
Subscribed antl sworn to(or aKr d)before me this Subscribed antl sworn to(or affir )before me this
b
Who islare rsonally know e or has/have produced Who is/are pe onally kno� me or has/have producetl
- as identificalion. ' as identifica[ion.
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Commission No. Commissio No
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Code Version 2014 FL# ALL ' '
Application Type ALL Product Manufacturer Mule-Hide Products Co., Inc.
Category Roofing Subcategory Single Ply Roof Systems
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL ! Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
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���' �� P��iCWIL�aC$L99'eB' �6��6f��'��C� �+@f �i�`�$�8S
FL10703-R6 Revision Mule-Hide Products Co., Inc. John W. Knezevich, PE Approved '
Historv Category: Roofing (954) 772-6224 .
Subcategory: Single Ply Roof Systems
FL12772-R3 Revision Mule-Hide Products Co., Inc. John W. Knezevich, PE Approved
Histor
Category: Roofing (954) 772-6224 " �
Subcategory: Single Ply Roof Systems
— -------{
FL19566 New Mule-Hide Products Co., Inc. John W. Knezevich, PE Approved
Category: Roofing (954) 772-6224
Subcategory: Single Ply Roof Systems
FL19968 New Mule-Hide Products Co., Inc. John W. Knezevich, PE Pending FBC Approval
Category: Roofing (954) 772-6224 I
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APP£N111X1�ATTqLNMEN7REQUIHEMENTSFORWINO�UPLIiTRES157M10E � - , . : . ' ' � ,
Table Qecl< Appllatton Type Descrlptlon • page
1A Woad New,Reraof(Tear-0ff),Racover C Machanicalty Attached InsutaGon,6onded Roof Cover 3
18 Wood New Con52ruction F Non-insulated,8onded Roof Cover 3
2A Steei or Conc. New,Reroof(Tear-0ff},Recover C Mechanicaliy Attached insnlation,Banded Roof Cover 4-6
28-1 Stee!or Conc. New,Reroaf(Tear-Offa,Recover D ' irssulated,Mechanicatfy pttached Roof Caver{Suess Plates} 7
2B-2 Stee!tir Co�c. New,Reroof{Tear-CNfj,Recov�r D lnsulated,Mechanfcally Attached Roof Cover{Battens) g
3A Cpncrete New,Reroof(TearUffJ A-1 Bonded Insulation,Bonded Roof Cover 9-10
3B Concrete New,Reroof�7ear-CIff) F Non-Insulated,Bonded Roof Caver 10
4A Various Recover A-1 Bondedlnsulatfon,[ionded RaofCover 11-12
The following notes apply to the systems ouklined herein: •
1. The roaf system evaluation herein pertains Co above-detk raof components. Roof decks and structural memberx shall be In accordancewith FBC requirements to the saUsfactlon of the AHJ. Load resistance of the
roof decR shall be dotumented through proper codifled and/oi FSC Approval documentatifln.
2. Unless otherwise noted,fasteners and stress piates tor insuiation attachment sfiali be as toliows.Fastaners shaii be of sufficient length Eor Yne foilowing engagemenu:
Y Wood pec!<: Mule-Hfde HDP Fastener with Mule-Hide 3 In.Insulatlon Plate,OMG#12 or N14 Roofgrlp with Flat Bottom Plate,OMG#12 Standard or#14 HD wi[h OMG Standard me[al plate,�ekfast N12
or k14 with Hex Plate,7rufast DP pr ND wkfi Trufast 3"Meta(Insulatlpn Ptate Piates. Minimum%-ineh ptywood penetration,or 1•inch wood plank embedmenL
➢ Steel Deck: Muie-Hide HDF Fastener witti Mule-Nide d in.lnsulation Piate,OMG p12 or#24 Roflf�rip with Fiat Bottam Plate,OMG#12 Standard ar#14 HD with pIN6 Standard metai plate,Dekfast N12
pr k14 with Hex Plate,Trufast DP or Hp with Trufast 3"Metal Insulation Plate Plakes. Minimum�/,-inch ste�l penetration,engage the top flute of the steel deck.
D Concrete Deck: Mu(e-Hide HDP Fastener or Mute-Hide CF with Muie-Hide 3 in.lnsulaUon Plate,OMG it14 Roofgtip wtth fiat Bottom Plate,OMG#14 HD or CD-10 wkh OM�Standard metal plete,Dekfast
H14 or Defcspike with Nex Plate,T�ufast HD or C�with Trutast 3"Met2!Insulation Plate Plates.Minimum 1-inch embedtnent. Fasteners Installed wlth a pilot hole in accordance with the
fasienermanufackurer's published(nstallation instructions.
3. Unless otherwlse noted,Insulation may be any one layer ar combhiatian oi poiy(socyanuraze,polystyeene,wood fibetboard,perlite,Qens peck,Dens Deck Prime,SEtUROCK Gypsum-Fiber Root Board or SECUROCK
Glass-Mat Roof 8oard that meets the 4A requirements of F.A.G Rufe SiG20-3 ar�d is documented as meeting FBC 3505.1 aad,for foam plastic,fSC 2603A.1 or 2BQ3.6,when Installed with the roof cpver
4. Mtnimurn 240 psi,minirnum 2-inch thic!<lightweighz lnsulating concrete may he su6stituted for rigid insulation troard for System Type D(mechanically attached membraneJ,where6y thc membrane f2steners are
^ installed through the LWIC ta engage the struttural steel or concrete deck.The structural deck shall 6e of equat ar greater conflguratlon to the steet and concrete decl<Iistfngs.
5. Preliminary insulation atCachment for System Type D=Minimum faur tasteners per4 x B ft 6oard or minimum two tasteners per 4 x 4 ft hoard.
6. Ltnless otherwise noted,insu�ation adhesive appiication rates ere as foltows. Ribban or bead wldth is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instrudions:
Y Hnt Asphalt: Applied at a rate of 20-40�bs./sq.
Y Oly6ond 500: Continuous'/+to 1-inch wide ri6bons,12-inch o.c.using PacBCart or SpotShot applicatlon devices.
i+ Npfe: When mul[Iple layen(s)of lnsulation and/or coverboard are instplled in ribbon-appAed odhesive,adhesive ribtions sholl be sta9gered from layer-to•)ayero dlstance of one-half the ri6bott spocing.
➢ Mote:The mtcvimurrr edge disiance from!he adhestve rtbbon fa the edge af ihe insutation baard shott be noi tess tltan one-hotj fhe spertfted ri6bans spacFng �
Extprior Research aad Design,LLt.d@ja TrinRy j ERD Evaluat{on Repart fvi3�240.11.09-RS far FL10743-R6
Certlficate of Au[harization 139503 Revision S:03/20/2015
Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 1 of 22
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7. Unless otherwise noted,all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the follawing thickness limitations may be substituted with the following Maximum
pesign Pressure(NiDP}iimiYaiions. in no case sha(!these values be used to'increase'the MDP{isYi�gs in the ta6les;rather if MDP listing below meets or e�cceeds that listed for a particular system in the tables,then
the thinner board listed belaw may be used as a drop-in for the equivalent thicker material tisted in the tabie:
A OlyBond 500: MDP -1$7.5 psf (Min.0.5-inch thick)
8. Bonded polyisocyanurate insutation boards shail be maximum 4 x�ft,
9. Far mechanically attached components or partially banded insulation,the maximum design pressure for the selected assembly shall meet ar exceed the Zone 1 design pressure determined in accordance with FBC
Chapter 26,and Zones 2 and 3 shail empEoy an attachmest density designed by a quaiified design professianal to resist the elevated pressure criteria. Commanly used methods are RAS 317,FM l.PDS 1-29 and
AN51/SPRI WDS. AssembAes marked with an asterisk*carry the limitations set forth in Section 2.2.1.5.1(a)of FM 4PD51-29 for Zone 2/3 enhancements_
10. For assembties with a3t companents Pully bonded in pface,ttse maximum design gressure far the selected assemhly shalt meet or exceed criYicai design pressure determiaed in accordance with�BC Chapter 16,and no
rational analysis is permitted.
31. For mechanically attac6ed componettis over exEsting decks,fasteners stra(i be tested in the eacisting deck far wiYhdrawai resistance. A quatified design professiona!shali review the data for comparison to the
minimum requirements for the system. Testing sfiall be in accordance wRh TAS 105 or ANSijSPRf FX-1.
12. For existin$substrates in a banded recaver or ce-roof instatlation,ihe existing raof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing
roof system(for�ecover}shail be capable of resisting project design pressures on its own merit ta the satisfaction of the AH3,as documented through field uplift testing in accordance with ASTM E907,FM I.PDS 1-52,
ANSI/SPRI IA-1 or TAS 124.
13. For System Type D,steel deek applications,the raof inembrane sfiall be run with its Ier�gth perpenBicutar to the steet dezk fluEes.
14. For Recover Applications using System Type D,the Insulation is optional.Alternatively,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 be used as a separator board,preliminarily attached prior to raof cover instaltation. The existing roof system shali be suita6le for a recover application.
15. For membrane attachment using batten-strips,end laps shall be spliced with sufficient dimension to allow for minimum 2-fasteners at each batten-strip lap.
26. Side taps sha8 6e seated in accordance with Mule-Hide requisements:
S� Primed with Mule-Hide Tape Primer and adhered with Mule-Hide In-Seam Tape
D Cleaned with Mu1e-Hide Splice Cleaner and adhered with IYltste-Hide Black or White Splice Adhesive.
17. Mem6rane adhesive application rates are as follows:
➢ IVIuIe-Hide Bonding Adhesive in a contact application at combined rate of 60 ftZf gai.
➢ WBBA 2000 In a contact application at a combined rate of 50 to 60 ftZ/gat.
➢ Mule-Hide Acrylic Water Base Bonding Adhesive in a substrate application at rete of 100 ftx/gal.
18. "MDP"=Maximum Design Pressure is the result of testing for wind Ioad resistance based on allowabte wind toads. Refer to FBC 1609 for determination of design wind loads.
Exterior Research and pesign,LLC.d/b/a Trinity� ERD Evaluation Report M3124Q,11.09-R5 for FL107D3-R5
Certifcate of Authorizatiorr#4503 Revision 5:03/20/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Fage 2 of 12
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TABCE 1A:WOR�DECKS-NEW Ct}NSTRUCTEON,RER40F(T�na-OFF�oR RECOVER
SYSTEM TYPE C:MECHANICSLLY ATTACHED IMSULATI ON,80NDEO RqOF COVER �
System pecSc Top Insulatlon Layer
No. (See Nota 1) �ase InsnlaUon tayer Type Fasteners Attach Roof tover/Adhesive MpP=psfj
Min.0.5-inch thick HP Recavery eoard,F(ber Base HOS,GP Nigh
Min.19J32"ptywoad {Optionaf)4�e or mare density Roof Fi6er6aard,min.0.25-inch thick Dens Deck,Dens Mule-Hide White-omHlack
W-1 or wood plank;max. layers,any comhinetion, Deck Prime or 5ECUROCK Gypsum-Fiber Roof Board,min.1.5-inch See Note 2 1 per 2 ft' EpDM/Mule-Hide Bonding d5.0*
24"spans Ioose taid Poty I50 2,ACFaam 11,ACFoam[I!,Potyiso HP-H,HP-N,4!P-W,Po{y Adhesive
ISO 1,H-Shield,H-Shield CG,ENRGY 3,P51-25,Multl-Max FA3
Min.19/32"plywood (Optional)One ar more Min.1.5-Inch Poly lSD 2 WF,ACFoam Composite/FB.Polyiso HP-H Mule-Hide WhRe•orn6lack *
W-2 or woad ptank;max. Iayers,any mmbinatian, Composite,N-Shield-WF,ENRGY 3 Plus See NotB 2 I per 3 fi= EPDM/Mule-Hlde Bon@ing -45.0
24"spans loose lafd Adhesive
Min.19/32"plywaod (Optional)One or more Min.2.0-inch poly ISq 2,ACFoam II,AGFaam III,Polyiso HP-N,NP- Mule-Hide White-on-Siack
W-3 or woad plank;max. layers,any wmbination, N,HP-W,Paly 1501,H-Shletd,H-Shietd CC�,ENR6Y 3,P5t-25,Muiti- See Note 2 2 per 4 fP EPDM/Mule-Hide Bond{ng -45.0*
24"spans loose laid Max FA-3 Adhesive
TABi.E SBc WOOb QECItS—{1tEW COlUSTI2ULTION
SYSTEM 7YPE f;NON-lNSULATED,BONCIED ROOF COVER
Systette Roof Cover
No. Roaf Qeck MIIP(p5f�
Membrane Appiiption
Min.15/32"thick Mule-Hfde"PyroXL�"'attached tq wood supports spaced max.24"o.c,using SOd ring Mule-Hide Standard EPOM,fft EPDM or Mute-Hide Acrylic Water Base Banding
w-4 shank nails spaced 6"o.c,at panel edges and 12"ox.at$e!d suppatts. White-dn-8lack EPDM Adhesive at 1 gal(S00 ft7 -�5.0
Mtn.15/32"thlck Mule-Hlde"PyroXLG"attached to wood suppor[s spaced max.24"ac,us(ng No.8 x MulrHide 5tandard EPDM,FR EPDM or Mule-Hide Acryllc Water 9ase Bonding
W��' 2h•lnch Inng tourse thread srrews spaced 6"o,c.at panel edges and 12"o.c.at fteld supports. White-an-Slack EPDM Adhesive at 1 gatJ106 ft2 -97.5
W 6 Min.1513Y'ihick Mule-Hide"PyroXLm"attached tp wood supparts sPaced max.12"o.c.us3n�10d�ing Male-Hide Standard EPDM,FR EPpSY ot Mule-Hlde Acrylft Water Base Bonding _SOS.p
shank nails spaced 6"o.c.at panel edges and 12"o.c.at fleld supports. White-on•91ack EPDM Adhesive at 1 gal/lOp ft2
Min.7/16"tlrlck Mule-Hide FR Deck Panel A,Barrier Technology Corp"Blazeguard A",Mule-Hide FR Mule-Hide Standard EPDM,FR EPDM or Mule-Hide Acrylic Water Base Bonding
W-7 Decia Panet C ar 8arrier Technotagy Corp"Blazeguard C"attached to wood supports spaced max.24" -120.0
a.c.ustng No.8 x 2h-tnch long course dxead screws spaced 6"o.c.at all supparts. White-on-6lack EPDM Adhesive at 1 ga1110d RZ
Min.23/32°thick Mule-Hlde"pyroXL�"attached to waod supports spaced m�x.1Z"o.c.using No.8 x Mule-hlide Standard EPDM,FR EP�M ar Mule-Hide Acrytic Water Base Bonding
W�� 2h•inch Iong course chread strews spaced 6"o.c.at aR supports. White-an-Btack EPOM Adhesive ai 1 gai(2�0 ft2 -135.0
iviin,1Sj32"thick Mute-Hide"pyroXL�"attached Lo wood supports spaGed max.12"o.c.using No.8 x Mule-Hide Staadard EPDM,fR EpDM ot Mule-Hide Acrylic Water ease Bondlns
W�9 2%,-lnch long course thread strews spaced 6"a.c.ak panel edges and 12"o.c,at field supports. Whita-on-Black EPDM Adhesive at 1 gaIj100 ft2 -140.0
Exterlor Research and Deslgn,LLC.d/b/a Trinity�ERD Evaluation Report M31240.11.09-RS for FL10703-R6
Certlflcate of Authorization H9503 Revision Sc 03J2�/2015
P�epared by:ftoberf Nieminen,PE-591fi6 Append�c 1,Page 3 of SZ