HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED 9 l�
Date:.-L-2 3. Ila Permit Number:
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Building Permit Application FEB 9 3 2016
Planning and Development Services PERMITTING
Building and Code Regulation Division St. Lucie County, FL
2300 Virginia Avenue,Fort Pierce FL 34982
Phone:(772)462-1553 Fax: (772)462-1578 Commercial Residential X
PERMIT APPLICATION FOR: Roof
PROPOSED IMPROVEMENT LOCATION:
Address: 10701 S Ocean Dr Unit 736 Jensen Beach FL 34957
Legal Description: VENTURE OUT-SECTION C-LOT 137(OR 3275-525))
Property Tax ID#: 4511-805-0137-000-1 Lot No.137
Site Plan Name: Venture III Block No.
Project Name:
Setbacks Front Back: Right Side: Left Side:
DETAILED DESCRIPTION OF WORK:
Remove existing roof and install new 30 year architectural shingles
CONSTRUCTION INFORMATION:
Additional work toD
ee orme under tispermit—checka appy:
HVAC Gas Tank []Gas Piping _Shutters E]Windows/Doors
11 Electric 0 Plumbing Sprinklers F]Generator R1 Roof
Total Sq. Ft of Construction: 722 S . Ft.of First Floor: 722
Cost of Construction:$ 3,100.00 Utilities"nSewer®Septic Building Height:
OWNER/LESSEE: CONTRACTOR:
Name Herbert Worsnop Name: Ronald Latta
Address:10701 S Ocean Dr Lot 634 Company: Treasure Coast Concepts Inc
City: Jensen Beach State:FL Address: 3458 SW Pluto St
Zip Code: 34957 Fax: City: Port Saint Lucie, State:FL
Phone No. Zip Code: 34953 Fax: 772-905-4910
E-Mail: Phone No. 772-777-8130
Fill in fee simple Title Holder on next page(if different E-Mail:.tcconcepts@aol.com
from the Owner listed above) State or County License: CCC1330362
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:
DESIGNER/ENGINEER: x Not Applicable MORTGAGE COMPANY: x Not Applicable
Name: Name:
Address: Address:
City: State: City: State:
Zip: Phone: Zip: Phone:
FEE SIMPLE TITLE HOLDER: x Not Applicable BONDING COMPANY: x Not Applicable
Name: Name:
Address: Address:
City: City:
Zip: Phone: Zip: Phone:
I certify that no work or installation has commenced prior to the issuance of a permit.
St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such
structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work
in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review:room additions,
accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use
WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing,consult with lender or an attorney before
commencing w_ork or recording our No ice of Commencement.
s
_Si atur of Owner/ essee/Agent Si atu of Cont ctor/Z)011F.
der
STATE OF FL A � ST TE OF FLORIDA
COUNTY OF �-U COUNTY OF
The for oing instrum as acknowledged before me The forgoing instrumgDtwas acknowledged before me
this M day of 20 .�by this day of 20 by
l SAL
( ame of person acknowledging) (Name of person acknowledg'ng)
44
(Signature of Notary Public-State of Florida) (Signature of Notary Pub ic-State of Florida)
Personally Known OR ProdMcej Identification ✓ Personally Known OR ProduceIdentification
Type of Identification Produced (� ,j_ Type of Identification Produced___.f=
Commission No. �� ssion No. (Seal)
KAREN S. KIEL EN
Commission# FF 115637 p�``arPu'O KAREN S. NIELSE
a� Commission Expires '> Commission# FF 115637
".f June 12, 2018
°F`0`� oma= My Commission Expires
Revised 07/15/2014 -
June 12, 2018
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
COMPLETE
INITIALS
�R��III�'I ERD
S.63 Bond t®11�eclinaniiaallky Attached Sam'I.aa�er..
Pall skiic 1r((.001 variiat lion))„P®ll IaK SAP or SAP FR,Mudlre-iWiide SA-APP Cain Sheet or SA APP Cape Sheet((IRS D uaG Pro or
Ti f?i m saff-adilheired to..
AS Ti 1P l 13226, VIae 11 or 1111 ffelk,Ell e;Elastobase P air Mu lle-IHfi IRS d ll£asse.
EL4sWllle&S6 G or S5 6 FIR iso hW aspdavk to-.-
>
trm:➢ ASTM D226„Type I air ll felftt,Elastobasem Ellastolbase P or Mulle-IH(iide Nail Base.
FaiWlex G or 6 FIB ttairdh-appltied to.
Elastabaseg;E1astobase P or Mu Ue- iide NaM tease.
For installations under me6anica0ly attached prepared mof coverings, lease layer shall be attached per minimum
cadified reuTuuererrueurts. Far rinstagUations under foam-on tale systems, lyase layer deal! be attached per minimum
mcpuiremernts of FPSA//'FMI Apfll 20112 M4-12)),Apiendig X Table 1,ar as Wisted"in Section 5_5_4 therein,or as tested in
acmrda3n(m cirri b FEC Sation 11594-3-1.
5 wiin.4 Wind fRe is terse for lUhmdMa mnena System iurn Fbai n-On, Mile iFOSA JI X11 AWIl %0112 ((041^11.2)) does not
address afind upfft resistance of alN underTayrneant systems beneath foam-cam thTe systems,where the uenderlayrnent
S®rms part of the lamed-path. he fallouaing wind uplift limiittatu®ns apply to underllayrnent systems that are not
addressed in FRSA//li l Apn R 20112((04-11.2�and are used Finfoam-an dPe applrkati w& ma umrA Des�@rn fissure is the
result of testing for vrrind load resistance based on aiguwable Mind loads,and refiec'ts the rrlltirnatte pas§ing pressure
divided by 2 QtJiae 2 to I margo of safety per EBC 9.504.9 Inas already been applied).Refer to FRSAITBi April 2012(04-
9.2),Appendix A,Table ILA or FBC 11 09 for aTeiten6innadan of design wind Toads.
5-6-4-1 Maximum Desfam Pressure=-90�.
ole l Uh.25//3 24nnuitn 1pl�W n holt Pumiacit nqu&ewenas its saffslarrion of Affl.
P hI W r_ OQAbuall))PtaIlW orASIM MI
Baae V44,.: (Ppd))pdt AER<i6Yns Vii,sm"ker®n1
undo laymer"::P®hwm k TU IP Palwidit iru IPllut�,PaRy3 dk Ball Its,Pogyftx SAP„P®lWex SAP Fid M Ee-iHfide LAPP Cap Sheet and
lW&dk~NPWe SAA"Cap SheE t((FIBS„seliff-adber,ad.
5.,6 � IDlla dummiutmn mom Pats re= ur f.
Decca- ffff x.15/j�B2-Zmc fn p%wond ttD meet pmlectt realluocrements to satisliarfion of Vii.
Pmmmenr- ((QgawQ IPSIlIILtTD orASTrU 0141L
JiQifrrit- Wh.46-i6m�wivbB sMiPs a!f ffl lkExSA-U!mmr atil pl'y cmad Jj6 .
Base PIS: (Gpfcon&4 1PahpudL i0liir'S IP1i.Gll5 sed-adMneTedl
Underilaymentt:Pod 7U P,Polystuck TU Plus,Polak TU Max,Polyflex SAP,Pok6lex SAP FiB, Jule-Hide SR-APP Cain Sheet and
MuNe-&+!idle SA-APP Cap Sheet((FR)),,sellff-ad,Ynered.
g 6 3i MardmuumlH iB`esig n Pressure=-325
rTedt SI ruebwat thin mnie_-tt prmlert mqu1iremamts to satsftL t onn Of Affl.
Rfm ar- PGMM or ASM 3411
EASE : pmamw4)PdW.., idt<fRAIifSRLWB;,sdr-adlfimmd
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max,Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap
Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
5.6.4.4 Maximum Design Pressure=-622.5 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: PG100 or ASTM D41
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.5 Maximum Design Pressure=-30.0 psf*.
Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS PLUS,self-adhered
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max, Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R20
Certificate of Authorization#19503 FL5259-R24
Revision 20:07/22/2015
Page 6 of 12
RlNITYl ERD
5-5-4-6 iii wdffi,uffn iIDa�ffmm(P sr =375 off*..
&!dtc: MEM.1 -fMrn Iinbv tm mm iremguiare�mr ffit�saiti�farnhigam serf tiJ.
Baie Sheet: [Oksbabase or @Riu L-4 fide D ll Base((Oh�-fflm Wip
Fasteiners_ n gm.x 1254in d lbing xt I-m db Ified dhmmnitrer ffuumdl met9l amp nails
'$PadffW 6-inch®..c.at de?,-iimdh wide Side Iialp mud&-fsmdhi®.r.at itv=((2))equallly sifiel slaWored¢ort-IEr mw-s
UDrndedlaymn IPm IWkJk-ITU P,IPdlf s&lk TU INIms,,IPo'f 4iick TU Max,Pdof a,SAIF�IPaiWax SRP[FR,Muk-it ode SA7 PP Cap Sheet and
(Fi WL--IWjidL-S44WP Calp Sheet((Fft,seilff aadLh d_
5.6.41-7 MaDgmtmmmrm Desigm PMEER E=37.5 gRAI.
Dedly Min.]L"la02-iitndh phwocd to meet project requirements to sattisffactio n offAM-
Base Sheet One�2))or t wu((2)iioWeirs ASTM D226,Type SII fe ft
FasMEnem Illi&L z 1L254#m6 Ili z I-iumch head(dGmmmetter ffowd mil(mp mauuls
5pazimr, &ram h a.c.at do 34uxdfi Wide sidle 11aps and 112-imnrh cz-alt two((2p eq uld5ly spaced stmgge and mmteir crows.
IiUndladlaWmrft-_Elkstaflllaz S5 G,aploiiedl b M11 mm hmg of Ihatt a�ROhallt.
5-6-48 IWalami mnw>tnm Des m pffammuffe=-415 tl .
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: One(1)layer ASTM D226,Type II felt
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS PLUS,self-adhered
Underlayment: Polystick TU P,Polystick TU Plus, Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.9 Maximum Design Pressure=-45 psf*.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Two(2)layers ASTM D226,Type Il felt
Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 9-inch o.c.at the 2-inch wide side laps and 9-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS PLUS,self-adhered
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max, Polyflex SAP,Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.10 Maximum Design Pressure=-45 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c.at the 2-inch wide side laps and 18-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.11 Maximum Design Pressure=-52.5 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.12 Maximum Design Pressure=-52.5 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS PLUS,self-adhered
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-RZO.
Certificate of Authorization#9503 FL5259-11124
Revision 20:07/22/2015
Page 7 of 12
QOTPtINITYIERD
5-6-4-13 V.a2dimmmmm Dasrm ii memuff e=-525
&adfz. Jam.l5W-8mrihpw ft MMOEA ppja=w4mmme7fts W swsfamomOfffPiii.
BawSheet 0.astto aT W;dh-apg%ed cap arpzliy-ih3imm ifm r twdb-?�md cap)
Fatst e m is: S"mnooL-xt Dri®erll Cmp lltinis
t(Unndbrlfa�Ebsthm9 km 3fi Qom„aryoii d un%fi emrmppmS off{hitt aloha t wr ii ail�fiax G„ttmm h-apomd.
5.61.4.14 Mw4mum®wee Pm mire=-5D uDsiF
Demliz- (fWLan_19//32-iffir}fn pAJ4wzad to mazt pmBa wqu& mfts;fm sffnffkc5Dn®1f AM-
((samded wip sofam rani but-aslplfuft or tmrdlo- frmd cap w pul"him swffam ffw &ed cap))
Fa32BTensr. 11 gam.z 1L25;-hOn ffmng xc WVMh Ifs dttameWr zn nutizar rti ft Ahadk mt ufmg nails at 15, h Crmr zter tin Ca ps
5 m 9-umdh a.m.at t&e 41rmrdh urdpr=si�Ili amd&k&,m-C..at thvraR((3))eqniffiv sits rel canitair n3ws.
lilkm�rl�ym�alt:�la+�il�rc 5��,aypadii�ii i6mffwdll iq�iirr�®ff H:mit a�dh�rtmrr IRiTliyfUl�c�,t6�r¢lh�fi'rr?i.
5.6.4.15 Maximum Design Pressure=-60 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip with OMG Flat Bottom Metal Plates
Spacing: 12-inch o.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.16 Maximum Design Pressure=-90 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.17 Maximum Design Pressure=-90 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.18 Maximum Design Pressure=-90 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
ase Sheet: Elastobase(sanded top surface)
Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.19 Maximum Design Pressure=-97.5 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c.at the 4-inch wide side laps and 4-inch o.c.at four(4)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS PLUS,self-adhered
Underlayment: Polystick TU P, Polystick TU Plus,Polystick TU Max, Polyflex SAP, Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
5.6.4.20 Maximum Design Pressure=-105 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R20
Certificate of Authorization#9503 FL5259-R24
Revision 20:07/2212015
Page 8 of 12
QOTRINITYIERD
5_&4.M Waw�mn;t m Ilnii m
Dal5c: Mm. .Il�D//?11 i�mt}In{pl�yuwcc>�m�I the irnr a�A�l��luac�a itt�smolt i Jug�ifrAHJ.
Rase ggeet ElIzLstabase or W&4Hrikk Hall Base((pdKt ,mm tap_uxTard)
Fasteneas:: 11 ga_x r 5-i�rz h x Wmrh Ibradl d 1km:c r annadar nw g gJhwrlk mufirg mriu7ls at 1-5//ginuh di mEtET b a caps
Seung: 6-;.t h,o-r-at th'h a 44-iirgh umAde side#p and 6-inch®_a=at ffartusr((4))eq uft spared staggered seer ircivs-
PTkner. P.aO or/ASITIAAI D41L primmT att Al t -ate
Rase Pay Powdk m3 IPIL1tUS sniff '' red
NUndetrilayment Pa Wr k 1fllU P PoVsbslk TU Kaus„P®%sbidk TU Max, e%SAP P&Akax SAP FOL T`AWe-Wde SA-APP Cap Street and
fMaalktnattfi6a SA49FP Cap SlbaEt((FRD„s2fff-29h�+ra3di.
5.6.4.22 Maximum Design Pressure=-120 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHL
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.23 Maximum Design Pressure=-120 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase(sanded top surface)
Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.24 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum
Design Pressure of-45 ps-f.
5.6.4.25 For mechanically attached base sheet in a 2-ply system,the maximum design pressure for the selected assembly shall'
meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012 (04-12),Appendix A,
Table 1A or FBC 1609. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional
to resist the elevated pressure criteria. Commonly used methods are RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1.
Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone
2/3 enhancements.
5.7 Exposure Limitations:
Elastobase or Elastobase P shall not be left exposed for longer than 30-days after installation.
Polystick IR-Xe shall not be left exposed for longer than 90-days after installation.
Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Dual Pro or Tile Pro shall not be left exposed for longer than 180-
days after installation.
Polyflex SAP or SAP FR, or Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure
limitation, unless the prepared roof covering is to be adhesive-set tile, in which case the maximum exposure is 30
days.
Elastoflex S6 G or S6 G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof
covering is to be adhesive-set tile (Elastoflex S6 G or Polyflex G only), in which case the maximum exposure is 180
days.
exterior Research and Design,LLC. Evaluation Report P12060.02.09-11120
Certificate of Authorization#9503 FL5259-R24
Revision 20:07/22/2015
Page 9 of 12
TRINITY I ER®
UL tRDuff Whr&rlkmianils 9w-411 be -iiir,r�l iim 2CMT&MM WwR Faoyglass flew d iil�-ia ra ,reguairements
suhyiecit to the[L immi tatii®as set ffotrttlh tum Section S hfi in and the spealFiu s rated bzlnw.
6.2 R tan a I6a&ing ip w Y-4 I-5,zund h ffmT pTatnaudl m hill he Sweap dile r�:s te t woiath'hY?to'remove
any dwst and debris pnilortto alpiplhcabbi%,2mdl Ipniiunne the substrate((frFf api;Akzablle�.
6.3 0astabse,EBastabase P or Mu a 2W Base:
6.31 ShO the ii nstilllad tum minypl6'ianrre Withi the amdlified m gp&emnextE for ASTIM, D22k,lfjr e 151 ftn lFBE SeftiDns
1507 for the type of prepared=1 u mvenimg to be eaastalled..
6.3.2 fP3iv -mu ie
R&emncae is made W tine mmerrtmnl ceftion(at the ffyllRi'A SteEp—Jl:mpa fRamrmg Wamnuuall and ARMA mmm niamdatians for
iunnsttal mg sMmgla uundarllayme nas and Alas kings
Slasuzfi>ase„ UbEwbas:e IP or Muike-lt9Gite Mial BasE t mmy be-camired,Wdh a 112ya:r af PLilystitk,'lP•61yflex:SAP or SAP FR,
;�+kradle,Hide� �V`P P�aip Sit rar1{�4p 5�h$tft!(l1 '•1),tla aal 4Prto Fr?tilleYP rte,� If atittrecl, lastuf.!ex.SS;G or S6 G FR in
hot asphalt or Polyflex G or G FR,torch applied.
6.3.3 Tile Applications:
Reference is made to FRSA/TRI April 2012(04-12) Installation Manual and Table 1 herein, using the instructions noted
above as a guideline.
6_4 Polvstick MTS,MTS PLUS, IR-Xe,TU P,TU Plus,TU Max Polyflex SAP or SAP FR,Mule-Hide SA-APP Cap Sheet or SA-
APP Cap Sheet(FR),Dual Pro or Tile Pro:
6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507
for the type of prepared roof covering to be installed.
6.4.2 Direct-to-Deck with Mechanically Fastened Roof Covers:
All self-adhering materials,with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule-Hide SA-APP Cap
Sheet or SA-APP Cap Sheet(FR) should be back-nailed in selvage edge seam in accordance with Polyglass/Mule-Hide
Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring-shank type with a minimum 1-inch diameter
metal disk or Simplex-type metal cap nail, at a minimum rate of 12"o.c. Polystick TU Plus should be back-nailed using
the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The
head lap membrane is to cover the area being back-nailed
All seal4ap seams (selvage laps) must be
firmly rolled wade a minimum 28 lb. leant '
ro6ler to ensure fault contact and adhesion_ x� =
For Dual Pro and Tele Pro, align the edge of
the top sheet to the eyed of the glue pattern
(the sheet veill overlap the ffabriic)_
A4
7
ofOsoseam GO mmiPwamig-r1&Pm
PX over-ffabrec and mer-grtanule end-laps slhafil have a 64nch wide„ uuunftnun 14yerr off PoWus 50 Premium modified
We V//l Ty Cement or Poiygllass PG5iN)Mod"ifil Cement appli-ed in between the applIkabo n of the Napa-
, Polysfick TU Plugs,Duall Pro and Tele Pro may not be used in any exposed application such as crickets,,exposed valleys,
or exposed roof to walll detaills
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R20
Certificate of Authorization#9503 FL5259-R24
Revision 20:07(22/2015
?age 10 of 12
'\J
TRINITYI ER®
Repair of PdWdk mmonnlb;ranes its W be acmRprmhed by appl jiing!Pau lus-W1Pirendem li,'odffiiied 1Y eWary went or
PdViM tis1 mla imeB camem1 trap 1frf area ft mil eta Mpzur„YIDilbwad&W as trmiLrffktr umn 6 z 6 Chuh, patch.nf the
Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shaii i:r1
installed in a water shedding manner.
All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a
minimum of 40-Ib weighted-roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied
for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min.28 Ib roller)or small areas of the
roof that are not accessible to a large roller or broom.
6.4.3 Tile Applications(not allowed for Polystick IR-Xe):
Reference is made to FRSA/TRI April 2012(04-12) Installation Manual and Table 1 herein, using the instructions noted
above as a guideline.
For mechanically fastened tile roofing over 2-ply system,consisting of base sheet and self-adhering top sheet(s), base
sheet fastening shalt be not less than FRSA/TRI April 2012(04-12),Table 1.
rtir adhesive-set the applications,refer to Section 5.6.4 herein.
For nail-on tile systems over Polystick MTS, battens are required for loading/staging of the tile.
For nail-on the systems over Polystick MTS PLUS:
➢ Battens are required for loading/staging of lugged tile regardless of slope.
i Battens are required for loading/staging of flat the at slopes in excess of 5:12.
6.4.4 Two(2) Ply Underlayment Systems:
Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, TilePro or Polyflex SAP is
allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the
top-layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired.
Polystick MTS PLUS followed by Polystick TU P, TU Plus, TU Max, TilePro or Polyflex SAP is allowable for use under
oam-on ii'le systems. Limits of use are those associated with the top-layer material. This is not a requirement, but is
Towable if a 2-ply underlayment system is desired.
6.5 Elastoflex S6 G or S6 G FR:
6.5.1 Elastoflex S6 G or S6 G FR shall be installed in compliance with current Polyglass published installation requirements.
For use in tile applications,reference is made to FRSA/TRI April 2012(04-12) Installation Manual and Table 1 herein.
6.5.2 Elastoflex S6 G or S6 G FR shall be fully asphalt-applied to the substrates noted in Section 5.6. Side laps shall be
minimum 3-inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end
laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch
beyond the lap edge.
6.6 Polyflex G or G FR:
6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use
in tile applications, reference is made FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein.
6.6.2 Polyflex G or G FR shall be fully torch-applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-
inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end laps shall be
fully heat-welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge.
6.7 Tile Staging:
6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to
Polyglass published requirements for tile staging.
6.7.2 Battens and/or Counter-battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used
on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail-
boards,to prevent tile sliding and/or damage to the underlayment during the loading process.
6.7.3 For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile.
exterior Research and Design,CLC. Evaluation Report P12060.02.09-1120
x:ertfcate of Authorization#9503 FL5259-R24
4evision 20:07/22/2015
age 11 of 12
TRINITY I ERD
6.7.4 FaiT nw&GLiT lfda a sq�t�-nn sewer iv'Yk F I L'S I!`WS
:r- satmamam r a,a2h,f rf a ?s r (aft lbgga&0fe r:ego dh of sikga.
Batts ms ace TeqidLred fw Lba&wd of ftt 61le e gopes flan ewep off 5-12.
6..7.5 THre mniis mmunmm a nme t 4 me aim Thstt do(iff um off-SEE-EdkEfi 'g membmuEs;arra(be€axre kaftg off mofitrg t2ea—s its fcMW-ei;_€at
(<40})tlwfm.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625;(314)578-3406; k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-1120
Certificate of Authorization#9503 FLS259-r%u"
Revision 20:07/22/2015
Page 12 of 12