The URL can be used to link to this page

ROOF18-0012 jf.%L1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 ROOF NON SHINGLE - MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: ROOF18-0012 Description: METAL ROOF Estimated Value: 42550 Issue Date: 6/20/2018 Expiration Date: 12/17/2018 PROPERTY ADDRESS: Address: 1798 ATLANTIC BEACH DR RE Number: 169505 1620 PROPERTY OWNER: Name: JEFFREY S BERICHON FAMILY TRUST Address: 1798 ATLANTIC BEACH DR ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: TOP GUN ROOFING, INC. Address: 5570 FLORIDA MINING BLVD QA MATTHEW PATRICK MCLEOD JACKSONVILLE, FL 32257 Phone: PERMIT INFORMATION: Please see attached conditions of approval WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit,there may be 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 districts state agencies or federal agencies * A notice of Commencement is only required for work exceeding an estimated value of $2,500.For HVAC work,a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. i i City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 4 800 Seminole Road (�� - Atlantic Beach,Florida 32233-5445 ' \ !O CJ l Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: -- Cityweb-site: hfp://w .mab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1795 De ent review required Yes o //`` (�� uildin Applicant: t Q Go n Rpnp o c d ito y� /� (� Tree Administrator Project: f V \ X714 L Poop- Public Works Public Utilities Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Lr7Approved. [-]Denied. . ❑Not applicable (Circle one.) Comments: UILDI C PLANNING &ZONING Reviewed by: Date1 /?—C;ly e TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. . ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [-]Approved as revised. ❑Denied. . ❑Not applicable Comments: Reviewed by: Date: Revised 05119/2017 ® : .. f; • Building Permit Application Updated 12/8/17 - City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 p Z Job Address:1798ATLANTIC BEACH DRIVEATLANTIC BEACH,32233 Permit Number: ROOF 18- cot/lJl Legal Description 67-132 08-2S-29E.22 ATLANCIC BEACH COUNTRY CLUB UNIT 2 LOT 65 REM Valuation of Work(Replacement Cost)$ $42550 Heated/Cooled SF Non-Heated/Cooled is Class of Work(Circle one):` 7 Addition Alteration Repair Move Demo Pool Window/Door is Use of existing/proposed structure(s)(Circle one): Commercial esidenti • If an existing structure,is a fire sprinkler system installed?(Circle one : es No N/A is Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: METAL ROOF LABOR AND MATERIALS Florida Product Approval M FL116519ANDFL97A.7 for multiple products use product approval form Property Owner Information Name: JEFFREY BERICHON Address: 116 PINE STREET City NEPTUNE BEACH State FL Zip 32266 Phone 904313.3471 E-Mail Owner or Agent(1f Agent,Power of Attorney or Agency Letter Required) Contractor Information Nameof Company: TOP GUN ROOFING,INC. qualifying Agent:MATT P MCLEOD Address 5570 FLORIDA MINING BLVD.S.M 501 CityJACKSONVILLE State FL Zip 32257 Office Phone L Job Site/Contact Number 904-109-2595 State Cer ification/Registration M UUCI.025118 E-Mail OFFICE ZOTOPGI INROOFING NET Architect Name&PhoneM Engineer's Name&PhoneM Workers Compensation FRSA/01/01/19 Exempt/Inwrer/Lease Employees/Expiration Me Application is hereby made to obtain a permit to do the work and installations as indicated.l certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc.NOTICE:In addition to the requirements of this permit,there may be 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 districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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 RECORD I U NOTICR EOF�CONIMENCEMENT. (Signature of Owner or Agent) (Signature of Contractor) (including contractor) Signed to or ab rmed)befor�Me the day of rSigned vand sworn to(or ab rmed bye-f}ore methistlay of j�' C U 17e (Signature of Notary) iERESA=EIf %=— IRWINPersonally Known OR MycoPersonally Known ORF 494991reduced Identification � ' ,Im1 roducad ldentiicatio ExouesType of Identification: Type of Ident ificatiore019 Doc N 2017190585, OR BK 18088 Page 2414, Number Pages: 1, Recorded 08/15/2017 at 08:58 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 ORIGINAL OFFICE COPY PmAINa �+O`�- • �ly(,./Z Tp Falb Nx NOTICE OF COMMENCOIEN T STATEOF f`UDMIM COIINTYOF DBVAL TIIe m Mif,ne].erebygl me.MBlinpmeAneMwillbemeEeb[uAln nY pmpmly aMAacmMaMa MCImpV1T13, FlOR43MbMq IM famed Inromlatlon.H..In..Ndla.K.—egmem 1. Omm'ptlan of Pmpw. SE ArUnge Reach HAOy Club UNl2 PYblle..Mtl OWeI crone.FbNaa. IMEb.AfiMAoU.Comlry Gub Unll R,avn�dng M Me mapwplallnaleIX,esrewNW hl qel Baok BT,Page(a)132111Wgh 13],O1Ne PYMc Remma of Dmal Gounly,Fblim of 1798AMHcBmcLd .Allmtle mH,,FL3g233 2. Gmeml DosalptlontllmpmYemeng COnNmtlAn We Wgle AmLy rtaWnm KSeMe,Mq Mry NdaII MpIOWmMLL 3. Cwre,IMamm4on: a. wmne ma aaareee: Jercmr s.BeNulm +' MT 1798 Atlantic Beach �`rHMSMBAtlentic 'Beach, FL 32233 n HoHMmP.Plaly: Fee SSryN a rMmeane amre.a offraAPb nue naaerpl Yumrmen Damerl: 4. Commorana]WLea Mrelmaxamm W..FIwiE;lm 1.8 Sen Jane emm"l0.SA I. J-Hoom9A.FL322v PMIc (3114144O1mB a SUM.. aom S. Urmer.MEreas: ReBlma Bvkabe ReBbIU MO�Mega "'.Parkway Olrtm Chtla IRCNU XaP¢r]LL 3524 PMH.: 205E80-088f ], PersmexiMAMa3bA MFMUa tlea¢nepE Ey Oar2rupmwlnm naY¢acrdMEmmMamry ba9arval aB p�mMa byMBeE1MTl3.1S(1)(sJI..FbIW 3bMd S. InaiEltlonb hmatlf,U—a A,-hwr Me MMM pemana bmNuoampyd Bbtielola Nctl¢asM-al In Seam ]1.U(1)ML1Joom.UMec 9. EryJmlioodbol Nc ofC en¢manl(Meed$beanE blyafhomaaba(R ingmn aditml LMe ielve.G 3Sdarsfmmlmmr ..fimleof.—Iner WARNING].OWNER MY PAYMENTS MADE BYTREOIVMFRp TREEWMTIOR OF TRENOTGE OF COMMENCEMENT ARE CONSNERED IMPROPM PATNEIf IS MDER CRPPIER T 3.PART I.SMION]1115. FLORIOASTAT M.MDCANREROLTINYOMPAW OMIMFORIMPROVEMERT MMURPROPER . ANOTICEOFCOMMEM MENTMDRTRERECORDMMDPOSTEDONTHEJOBSREBEFORETNBg INSPOMON. W"UWIENOTOOWAMFINAN MNSULTW YOURLRIDERORANATT MEY BEFIXiECOMNENCINO WONKORREWRDII UR NONCE OF COMMEHCFMEM. e s BRENT R NE:.DN o mtla mPOeabMu .. 8th tlyM Aneuat g0�q I=fna• Nplary Puhlia-B131B BI FIOfIgi Jemys aelmma a My Gomm.ESp1Ua 0D119.2G16 wno_bpe�mmyAman mma or % au prouNeMmmbWn. �'•% ' CDmmissWn MFF I42/45 My cammANm emkee: 10/19/18 V mmtlmpmmMbSmftrb '.. Uary .la N Xe1-Mor, ayoA kDMgMb. iorida Building Code Online helps://floridabmlding.org/pnpr app_—r—', - -- rn dbpr �° ora "" OFFICE COPY ,wpM�a FL11651-R2 FL f Revisipn AppRfdliOn Ty" 2019 Cutle v<rswn Approved Applicetl-S-Ws Comments Arc W.d pm t Manufacturer GUM Coau Supply B Manufattutlng,LLC. Addre Mone/Email 9020 S.W.M O Stmet MaReelMe aeaCh,FL 32698 (352)998-2852 raYO9ulfcoa515upWY.rom Autlwrized Sl9na[ure RaY Bowen raYQgulfCda upplyCvn Tetl nkal RePmwnt ve AddrYWpncne/Email Quallly Anugnce Representatwe gddr¢s/Pt�onelEmail awgory Roofing Subra[ M Neral Roofing Compliance McMoO Evaluation Report from a Mrida Re9istemd A"ited or a Licensed Florida professional Englneer EvaWalp Report-MMr OW RecY,YM Florida En9lneer or ArUli[eCt Name who devebped nanlal S.Kufin Me Evaluation ReppK Florida tittnx M-75539 Quality Assurance Ent'W KeyYoneCMlfiWnmS.lnt. QualA Assurance ContrM Expirabon Dace M/IIF2029 valwa2d BY Lo e B wden Validatwn G Mi4---M=y Received u."Of CertiPre[e of Independenm 2 odt Relerenced Standard and Year Of St.M ,d) 213mm" x� M 9171 1992 Try 100 1995 TAS 110 2000 TAS 125 2003 2009 UL 1897 20M UL 580 2/15/17,1:27 1 of 6 Gulf 's GULF OFFICE COPY FLORIDA PRODUCT APPROVAL NO. 11651 .9 R2 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 24 Ga. Gulf Lok'" 16" Wide Roof Panel over 15/32" Plywood Florida Product Approval #11651.9 R2 Rorida Building Code 2014 Per Rile 61G20-3 Method: 1 -D Category: FboOng Subcategory: Metal Rocng Compliance Method: 61G25-3.0050 xd) NON HVFIZ Product Manufacturer: Gulf Coast Supply & Manufacturing. LLC NtEL S. 9r '' 14429 SN 2nd Race, Suite G30 p0 \GENSyi., Newberry, R-32669 0. 75519 Engineer Evaluator: : o_ Dan Kuhn: PE #75519 '9'. STATE OF :¢•; Florida BWuation ANE ID: 10743 '0� '• �' iS� ORi�P•G�� '•.TO�N;A,tL EN•.• Validator: �Y1�� Locke Bowden. P.E. #49704 9450 Alysbury Race Montgomery, AL36117 Contents: Evaluation Report Pages 1 -5 8911651 9 E• "E 15 2015 PRODUCT EVALUATION .� . fY Gulf�� r GULF FLORIDA PRODUCT APPROVAL NO. 11651 .9 R2 Code Compliance: The product described herein has demonstrated compliance with the Rorida Building Code 2014, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Rorida Building Code 2014, as relatesto Rile 614320-3. performance Standards: The product described herein hesdemonstrated compliance with. • UL580-06-Test for Uplift Fbststance of Fbof Assemblies • UL 1897-04- Uplift Test for Fbof Covering Sidems Ref erence Data: 1. UL580-94/1897-98 Uplift Test Force Engineering&Testing, he (FBC organization#TSF5328) Fbport W. 117-0089T-05 Med 06!2005 2. UL580-9411897-98 Uplift Test Force Engineering &Testing, Inc. (FBC organization#TSF5328) Fbporl No. 117-0301T10A-C, fated 07/26/2013 3. TAS 125 Architectural Testing, Inc (FBC organization#TSF-1527) Fbport W. 89000.01-450-18,Dazed 1211212012 4. Certi0ate of Independence By Dan Kuhn, PE (FLY 75519) (@?Kuhn Brgineenng, LLC (FBC Organization#ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard isequivalent to the UL580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: Themenufacure hasestablished compliance of roof panel produclsin accordancewith theFlorida Building Code and We 61620-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. fb/1851.9 R2- d1PE 15,2015 I PRODUCT EVALUATION REPORT Gulf�� : # GULF FLORIDA PRODUCT APPROVAL NO. 11651 .9 R2 ENGINEER LOAD TABLE: 24 Ga. GuI1Lok" 16' Wide fool Panel over 15132" Plywood 9lildingshariang a Roof Mean Height s 2V-T;Roof Elope:7 117 - 17117 Gable or Flip Pool;Wind$reeds 120- 180mph, E>glGsxe C. Reit Category N, Filclosed 91iWing, based on Florida Buou" Code 2014, JA733AWA 0 140 150 160 170 180 WIIND FASTENER SUBSTRATE (MIN.tM• (MIN.1532) ENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SP® pens ration) CING SPICING SPACING SPACING SPACING SPACING ZONE (1)1110-12all PLV CDX WOOD sBYA A�AEYA ASSEMBLY AgBA9YA ASNAB.YA A�AfiYA 20NE2 (1l stlit2zl" PLYCDX WOOD 9�VA A�v1aVA AffiAB-YA AS�ABLYA A�IEIVA A�3.1E-VA 2DNE3 (1)s1P/D[t' FlYWG00ABYA A�ABYA A�ABYA A�AaYB A893A�R'B gSEEMBYC 1.)PANE DESCRIPTION:GUTAOKI'1, M14.24 GA,7)EF B13, 16' MAXIMUM COVERAGE SNAP SEAM. 2.) PANEL FASTENER(1)s10-12X1" FIANCAKETYFEA, H" M IN, PENETRATION THRGUGH RYWCOD. 3.)M AXIM UM ALLOWABLE RANG UPLIFT PRESSURE:81.75 REF AT 101A-O.C. ASSEMBLY A,96.75 RSP AT Star O.C. ASEBA BLV B -121.75 Pg AT 518 O.C.WITH WAIANTT ASSEMELY C.-161 PEFAT519 O.C.WITH CLP ASEEA EIV D. P ESEL)FE BAS ON UL580A1L 1897 TERING BY FORCE ENGINEERING 8 TERNJG. 4.) PLYWOOD DECKING:M 14 H£ THICK ARA RAT®PLYWOOD,GFTADEC-D,MIST EED®GN®IN ACCORDANCE WrTH RDRDA BJILDMG CODE2014, 5.)LOAD TABLE BASED ON WIND FFESSIFFB CALcuLATED PE R ASCE7-10(KD=0.85)MULTNTIED BY 0.6 FE7 RORDA BUILDING CODE2014 20rE2 xV AOOf Note:Dimeneon(a)ight one0 as IM of the minimum er. th how of the a)building or xaxF 1 l40%ess of the mean height of the roof,width of t issmaller.how feet (a)cannot be 1e961han either 4%of Ills minimum witlth of the building or 3 feet. ASSEMBLY A/B xmB 16"COVERAGE ' ZONE T --(1)110-12X1.7 PEAPANCANE - SPACING SEE UPLIFT TABLE owir 2011E 2 u ASSEMBLY C 4MIE- 1.4-5'16'OIAMETEP BEAD OF PTEBONB SEALANT F F EEXNi (1)11012 X 1.TME A PANCAKE $PPCING.SEE UPLIFT TABLE a ASSEMBLY D W/CLIP RIN 1 GuMLnM'-CLIP 24 GA. 11)01b 12 X I-TYPE A PANCAI(E 21111F3 EMF WACuNG.SEE PLIFT TABLE Rs 11851.9{p• J.sE 15,2015 PRODUCT EVALUATION' I "• " . . R Gulf GULF FLORIDA PRODUCT APPROVAL NO. 11651.9 R2 ASSEMBLY A/B 16" COVERAGE ' (1) #10-12X 1'TYPE A PANCAKE SPACING: SEE UPLIFT TABLE ASSEMBLY C ---1/4"-5/16'DIAMETER BEAD OF TITEBOND SEALANT—.._. 4 i (1) #10-12 X V TYPE A PANCAKE - ----- SPACING: SEE UPLIFT TABLE ASSEMBLY D W/CLIP Guff Lok'" CLIP 24 GA. ---------- t (1) #10-12X1"TYPE A PANCAKE-- -_ SPACING: SEE UPLIFT TABLE 1111 u S 0 y� `P14 .S, ACG"" � p.•�1C ENS�•�'Y'. *:• No. 75519 : O STATE OF Q: 'O,cFSS.O.O R 1 D NG\�� NAL E FLN 116519 Q.JUNE 15,2015 �7 ' METAL O • al b�3o�' �20�5 0 Gulf�� 1 7 GULF FLORIDA PRODUCT APPROVAL NO. 11651 .9 R2 Minimum Slope Range: Minimum Sope shall mmply with Florida Building Code 2014, including Section 1507.4.2 and in socordance with Manufacturers recommendations Installation: Insall per Manufacturer'srecommended details Underlayment: Shall comply with Florida Building Code 2014 saction 1507.4.5.1 and 1507.4.5.2. Roof Panel Fire Qassi0cation: Fire clas90cation is not part of this acceptance. Shear Diaphragm: Shear Daphragm values are outside the scope of this report. Design Procedure: For roofswithin the parameters listed on the load table,fastening pattern mus at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or AXE 7-10 usng allowable stress design. The ma>omum fastener spacing listed herein shall not be exceeded. This evaluation report isnot applicable in ligh Velocity Flurricane Zone. Fater to current NOA or HVHZ evaluation report for use of this product in Fligh Velocity Hurricane Zvne. ftp 11651.9 F12•JJNE 15,2015 GULF FLORIDA PRODUCT APPROVAL NO. 11651 .9 R2 Compliance Statement: The product asdesribed in thisreport hasdemonsrated compliance with the Florida Building Code 2014,Sections 1504.3.2. imum 24 Ga Product Deslxip[ion: Gulflok'", Nalisrip�fined with fnasaners into miinimum 1W plywood _ Coverage, Pouf panel decking. Non Structural application. Panel Material/Standards: Made alMiinimu�e 20 ?M77 3 or ASTM A653 G90 conforming to Florid ilding Paint Finish Optional Yield Strength:50.0 ks Corrosion P asiatalce: Panel Metal shell amply with Florida Building Code 2014, Ssiion 1507.4.3. Panel Dimension(s): Thickness 0.0235" Minimum Width: 16" Coverage Maximum Female Fib: -E Tall Male Fib: W Tall Rb with Slotted Strip Panel Ssarn: Shap Lod Panel pip: 24 Ga Zinc Aluminum Coated Seel. 24" long. Used at Donner Zones only, where required design pressuresexceed -121.75 psi. Panel Fastener: Through Panel 90C (1)#10-12x1" Pancake Type A ,h" Minimum Penetration through Flywood. Corrosion Pssisance: Per Florida Building Code 2014, St1ktion 1506.6, 1507.4-4 Substrate Description: Minimum JW plywood thick, �su�rts are outside the scope of the e+2ivatiom d ovar supports Ed mwdmum 24" OC- pesgn of plyw Mus be designed in accordance w/Florida Building Code 2014. Design Uplift Pressures'. Table"A" Maximum Design Pressures PCof Areas As3snbly A As',mbly 8 A C Assembly D Ma)omum Design Pressures 61.75 psi 96.75 psi -121.75 psi -161 psi fffiener Spadng low O.C. 58 0.0 SS 0.13 58 0.0 PID No yss No Slam No lbs Panel Qip ND •pesgn Pre9vre indudasa sdety factor=2.0. FU 11651.8 P2. 3.)nE15,2015 PRODUCT EVALUATION REPORT •lorida Building Code Online haps://floridabuilding.org/pnpr app_uu w^:v'r`•^-^��• -- qM:-11 pd O 24'o.C.alp Created by bntl Nwodent Third paM:vas ,,poing.-138.5 par O 6-0.Clip spacing.Install per manurric3o s details.For use in HVHZ Zones. 11651.5 1'V ps soC.032' 1-Vefsaltt.032'Aluminum over 15/32'Plywood aluminum Limb of Uw rwexafwn Iftooduaw 1532Pv- I HVH7,.Odf Approved fair use in HVHZ:Yes11i' mia.I Rnnf Panel<cerail..Cdf Approved for onenotable fI1,611 F '1 t ---fl E.25519 HVHZ:Yes Ve6fie/BY: Dan Kuhn, impact wnanprd:N/A Created by led m""Par:Yes Being. 5-32Pvw .d XVH2 nn! pruxara:.NW-101.OPSIF DgaN-63.3 psf O 24•ass,lip C Gyd be Inlepenttnt Third P-M:Yes socin9.-101.0 of O 6'ii.c.Clip sodn9.Install per mare--do era -_ details.For uR In HVHZ Zm6. 11651.6 1.5-249x. no 1.5•Gulf Snap 249,. 16'Wbe pow,Panel ovc 15/32'Plywood Snap Limbefuaa rmsugatlolt lnMatllorra vwootl HVHZ.ocif Approved M pw in HVHZ:Yes H e Deta L.pdf Approved for i w pulalde HVHZ:Yes VedW By: pan Kuhn,P.E.25519 Impend naelsfent N/A Created by lo,apendent TMA P.M:Yes Design LYa1rnUOrt ReOad s-a2P vwootl HYHL,QCl Preeapte: 0 24. pF ptHp:-86.D.0 pd psf O34'pas.dip Created by Independent ThW PaM:xes spacing.-108.5 of O 12'o,dip spacing.-116.0 PO O 6'D.C.dip spaaM.Install 0,manuraaurers detNs.For use In HVHZ Ziyw 116517 1.5'249., 1.5-Versrl- C 24,a.16'wide Roof Parel over 15/32'PlywWd VersaLor Limb of Use 1MWwiMr ZnWYtitotH 5- 2 odf ApproYrtl for own in HVHZ:Yes1 2 5 eppfpYN fforpOneut oslle 65 f Detal oN HVHZ:Yes Verified By:Dan Kuhn,P.E.25519 ImpM Ra49tant:N/A MIOaOnby lIn,apabRM� tThlyd Party:Yea .ion 5 15 plywood HVHZndf preswre:rN/A/-I23.5PSF odrer:-59.25 Of Q 24'Q dip Createtl by Independent TMOJ PaM:Yes spacing.-123.5 of O 12'o.c.clip Spacl:q.N&all par onenteCW2r5 detMH.Fpr use in HVHZ Zodaa 11651.8 L"24ga MegatOC 24 Ga.P-MOgaIM 19'wide Roof are over 15/32'HYwepd Limb of Uw INfaDAUMt InMKebNs 8 o.-:,n NpnHVH2 odI Approved for now,In HVHZ:No F1,1651 R2 11 34FI11651 8 U 20992 Approved for uu outside FLl lb I R2 11 14F 13651 8 R2 Me[al Roof Panel De[all.otlf HVXZ:Yes Verlyed BY:Dan Kuhn,P.E.25519 ._pact nefiaNM:NIA Crown,w 0 Inti t land%M'Yee DO.". 8 15-32Plvwood N nHVH2 odl Pressure: *N/A/ 108.SPSF F 65 R2 E Ll 65 8 2 2 Other:-]3.0 psf D 24'o.c.,s healed by Indewnlerd T1iIN P.M:Yes spacing. -108.5 of B 12'c.c.dip soars,Install per manufacturer, dep il,.Nm fpr uR in HVHZ ZOMS. 11651.9 24 Ga.Guo Lak 24Ga.WOLM16'wind"paw 15/3TPNw- UmHaofUw I.M.maVUNOM fie NonHVHZ.�f Approved for uw In HVHZ:No E Panel oatzl t[ Apppyed for ow o:daida HVHZ:Yes Verified By:Dan Kuhn,P.E.15519 ImpKt RealzGnt N/A rearno by IMlpendM[ThRd P.M:Yee Dapign prowure:+N/A/-96.7PSF EYalgedon ROPOtb z-a vwom NonHYaZ.gDf OtBar:-81.25 no @ iO-V4"o.C. fastener spadrq.-%.26 POO Created by Independent TOM Pl M:Yes 5-1/0-o.c.fastener,socaO. -121.75 psf O 5-1/8'to#Ener spacing,-161 pd O 5-1/8'h4ener 2/15/17. 1:27 3 of Florida Building Code Online bttps://floridabuilding.org/pr/pr_app_dd.aspz?parom�GEVX... Bus iness Professional k r 1ws Rmw ' tma I uw� wrogw swim sv,ma,ce sada ram rwmarr recsan acts sra syn n,�xv s nn dF pr .• usea.ew vmducL nppravM ra w, P�� M��,Po-ruAcovsnan ,d> u l ,.pplkel 11 OFFICE COPY FL# AWI HT9r Applica7otion Type Revision Code Version 2017 Application SM. Algroved ConanenM Amhived Prodw Marmladaa Owens Comirg Addteael ooail Ore Owena Coming Parkway a Tdado,OH 43559 (740)401-]929 grey-keeM,§owenwmmirg com AUIMdzed SgnaWm Greg Keeler greg.k.e ongw .nning.cwn Technical Rel>•eaenfe4va Aodma From mfl Daal9y Asa ir.Repre otMWe MdreavPM1ore .fl Catego Y Rooth, Suhca"m Urded'rnr,s Complmrooe move d Evaluator,Report Fran a Fbdda Registered Ardliled a aLMaxeed Fbdda Pn000miaal E c,n a Evaluation Report-Hardcopy Received Fbrba Engineer or ArohRoot Name Woo devebped ure Zachary R.Priest Evaluauon Report Flon"License PE-74021 Daaldy AS arca Entity UL LLC Duality Assuan Cantata EWrauorn Date 1MIM0 Validated By Like Bowden Velidalbn Checkbt-tiardwpY Received C.Miwta of Independence FL9777 R1I COI OCRl4 2, M17 FBC Eva uaton Reoon Weathedock Noo-HVHZ Of Referenced Slergad and Year(d SWW.W) St".41 ASTM D 1970 M15 ASTM 0 226 2003 ASTM G 155 2005 TAS 103 1995 UL 1997 M12 Equivalence of Product Standards Goddied By Sections tom to Code I of 3 2/6/18,9:49 AM Florida Building Code Online https://floridabuilding.org/pr/pr_app_otl.npx9pala GEVX... Appro forum, a HV :No WeWbrlpck HVHZ.o01 ImpxR hdbrN:WA Vennea By-Zadra�y P.Pnmt PE-]4021 D gn P m:NIA C.W by Idepen0 brt TniN Pony:Yea OMx:See eveloabnn report for Amifa of Uae. Evafuafbn 7T FLg]]] P11 AE OCR14002Bb 2017 FBC Eyalpa0ml Pebmt WeaMerbck HVHZ bnI CreabC by IidepeWmlt Thktl Pony:Yea g]>7.] WaeMelLock Spsdaky Tiles mYY-: WealherlacMng UndoWnem Umns of Um Imtsllstlon Instructions ApprovWforussin RVH2:No 119 R IICCR14W2ae ZB1]F-BCEvabWun Recon AW.m for.ouhlM RVN2:Yea We orlock Non-HVH" Imps RMistenE WA V ,ecl By:Zachary R.Pr t1V 1 Drlgn Pm re:«0%142.5 CmatW by Irde rdbbdtTh rd Pony:Yea OMer:See evA.bb o Wfa limits of use. Evaluation Ropor s Fl777 R11 AE CCP14002Ba2017F5CEVeIWbbn Rebut Wethenock Nm-HVF DT Crea1W by hrdb snl TNN Party:Yee �k f pm a flnl oaM1 T"a— Pb iM Sete o�rbrlM1n benM/EFoninvl%aL RnmNm.Yp Ia Salsa FmMa�.m [UA'm5br arr.m.a—ma oramen. err..,aw..m.r n amla:ae.am weua�ecmmnybam vbl.aniw �= anv-1�aleammreevvm'.loapwll��avol�s lavl��mvwemnamlmclren Co.. M11 I— orby leebAmal m511. uMreI,-1.P.I. p's1 aMeCaA<ei 1095.Rusuam lb9 lZR]SbI FIWJe ♦e Cclobe�t,Jpl P.lmnsw-I�e¢M uMer gaplern55 F5.mus �M 0.yannml'NIM1an erred eJN¢511IMy laaecre.TMBmalYgmtbl m rbM1cl'M1lmmmunlw�mnw�POlPnnam.FFmevx�emSAaW�esw ar pud¢iavue.Xwu 6a MURlr los(rAyace�rW ab]rec.gYNpoyIYIM OapaNmn wi an eneAa less is anbrt naa' awlNbNblM publk bMlaml�eApi amaltsnvffi uMe�U Vq .FBa e�i`F b'p-- ®®FO. o Credti Card Safe 3 of 3 2/6/18,9:49 AM r CREEK Certificate of Auth orization bur 29824 17520ampa,Edinburgh Drive Tampa,FL 33847 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE r EDMON(2014) Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC Issued April f2,2017 1 Owens Coming Parkway Toledo,OH 43657 (800)438-7465 www.owenscomma.com Manufacturing Location: Brentwood, NH Houston,TX Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Undedayments Code Sections: 1504.3.1,1507.2.4, 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5, 1507.4.5.2, 1507.5.3, 1507.5.3.2, 1507.7.3, 1507.7.3.2 Properties: Physical properties REFERENCES Enfitv Report No. Standard Year PRI Constmcticn Matenals Technologies(TST6049) NEI-039-02-01 ;NM—D1970 1970 2009 PRI Corssuction Materials Technologies(TST6049) NEI-042-02-01REV2 ASTM D 1970 2009 PRI Construction Materials Technologies(TST6049) NEI-04602-01 TAS 103 1995 PRI Construction Materials Technologies(TSTW49) NEI404502-01 ASTM G 155 2005a PRI Construction Materials Technologies(TST6049) NEI-053-02-01 TAS 103 1995 PRI Constwdion Materials Technologies(TST6049) NEI-053-02-01 ASTM G 155 2005a PRI Construction Materials Technologies(TST6049) NEI-093-02-02 ASTM D 1970 2009 PRI Construction Materials Technologies(TST6049) OCF-213-02-01 ASTM D 1623 2009 PRI Constmction Materials Technologies(TST6049) OCF-237-02-01 UL 1897 2004 PRI Construction Matenals Technologies(TST5878) OCF-252-02-01 ASTM D 4798 2001 PRI Conetrudion Materials Technologies(TST6049) OCF-252-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies(TST5878) OCF-253-02-02 ASTM D 1970 2009 PRI CDatitnuciDn Materials Technologies(TST6049) OCF-272-02-01 TAS 103 1995 PRI Construction Materials Technologies(TST6049) OCF-298-02-02 ICC-ES AC 188' 2012 ICC-ESAC48 2012 PRI Construction Materials Technologies(TST6049) OCF497-02-01.1 ASTM D 1970 2009 'Determined to be equivalent to ASTM D 226-06,Type I and II OCR14002 6a FI-9777-R9 Pagel of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not speciffically addressed herein. . GREEK OWENSCORNINGROOFng IANDce atter l9TLLC WENS CO CORNING Self-sealing Ica 8 Water ALT LLC TECHNICAL SERVICES, LLC PRODUCT APPLICATION Min. Roof Slope: 2:12 or in accordance in with the FBC Application: All undenayments shall be installed in accordance with the FBC. Deck substrates shall be clean, dry, and free from any inregularities and debris. All fasteners in the deck shall be checked forprotmi and corrected prior to underlayment application. Prior to beginning installation, the underayment shall be unrolled and allowed to relax for a minimum of 3-5 minutes. The underayment shall be installed with the release backer removed and pressed firmly into place to ensure complete contact with the deck. The undedayment shall be installed with the roll length parallel to the save, staring at the eave, and with minimum T side laps and minimum 6"end laps staggered min.6-ft.from preceding course. Addf0onally,8 applying Weathert-ock9 Specialty Tile & Metal, end laps shall be primed with ASTM D 41 primer or sealed with asphalt roof cement a minimum of 34 inches across the width of the lap. It is permissible to back nail the underlayment 12-inches on-center as needed(nails shall be installed perpendicular to deck with the nail heads flush to the top surface of the undedayment). Additionally, Weatherl-ock®Specialty Tile & Metal shall be back nailed when installed on roof slopes greater than 3:12. Min.Application 40°F; Contact the manufacturer when installing at temperatures below His minimum Temperature: application temperature. WIND RESISTANCE The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9. Underavme t System No.1 —Weather-ock Specialty Tile&Metal Only Roof Deck: Min. 15132-inch COX plywood attached to wood supports spaced a maximum 24"o.c. Underayrni WeatherLock® Specialty Tile & Metal shall be applied in accordance with manufacturer's installation instructions to the fastened deck and backnailed along the selvage with minimum 12ga., 1-114-inch galvanized ring shank roofing nails through optimally pnmed,, 32ga. x 1-518-inch 0 tin caps spaced 12" o.c. The applied undedayment shall be rolled with a minimum 751b steel roller immediately following application. Maximum Design -105 psf Pressure'. OCR14002Sa 1`1-9771-R9 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufadurer shall notify CREEK Technical Services,LLC of any product charges or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply wam4nty,installation, recommended use,or other product attributes Mat are not spectflcelly addressed herein . OWENS CORNING ROOFING Ice& ASPHALT LLC CREEK WeatherLock®SNRFIces Water Battlers TECHNICAL SERVICES, LLC GENERAL LIMITATIONS 1) This evaluation report is not use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Installation of the evaluated product shall comply with this report,the FBC,and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. 5) The space under the deck area shall be property ventilated in accordance with the FBC requirements. 6) All side lap seams shall be installed to shed water from the deck. 7) The undedayment may be used as described in other current FBC product approval documents. 8) Design wind bad pressures shall be determined for components and cladding in accordance with FBC 1609. 9) The roof deck shall be designed by others in accordance with FBC requirements to resist the design wind load pressures for components and cladding. 10) Maximum Design Pressures for a given underlayment shall meet or exceed the design wind loads determined for the roof assembly. 11) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5'Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer. S��PPYIRuP9i Oi 14% ..`,\OE14SF:FSS; 2017.04.12 15:15:46 '9 STATE OF :•W` -04'00' Ochary R. priest,P.E. C O R 1 ` F ontla Registration No.74021 'v,N� A� Organization No.ANE9541 1111131 CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned operated,or controlled by any company manufacturing or distributing products under thisevaluation. Zachary R. Priest, P.E. does not have, nor will acquire,a financial interest in any company manufacturing or distributing products under the evaluation. Zachary R.Plast,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT OCR14002.6a FL9777R9 Page 4 of 4 The evaluation report is provided for State of Florida product approval under Rule 61 G203. The manufacturer shall notify CREEK Technical Services,LLC of any product charges or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recomm Tided use,or other product aaributes that are not specifically addressed herein. . CREEK OWENSCORNINGROOFINGAND atter SaTLLC WENS CORNI Self-Sealing Iced Water tanners TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION AND LIMBS OF USE Weatheri-ock®G We ether-o"G is an ASTM D 1970 seg-adhesive undedayment constructed from SBS (Brentwood, NH) modified asphalt, a fiberglass mat reinforcement and surfaced with granules. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.7-ft. WeatherLock® G is permitted to be used with mechanically fastened asphalt shingles, wood shakes or shingles, and slate roofing as prescribed in the FOC. Exposure on the roof deck shall be limited to a maximum 30 days. Weatherl-o k®Mat Weatherl-ocktp Mat is an ASTM D 1970 seg-adhesive undedayment constructed from (Brentwood, NH or SBS modified asphalt with a fiberglass mat reinforcement. The product is supplied in 1- Houston, TX) sq. rolls with nominal dimensions of 3-ft x 33.3-111 and 2 sq. rolls with nominal dimensions of 3-ft x 66.7-ft. Weatherl-ock®Mat is permitted to be used with mechanically fastened asphalt shingles, wood shakes or shingles, and slate roofing as prescribed in the FBC. Exposure on the roof deck shall be limited to a maximum 30 days. Weatherl-ock®Metal Weathert-ock® Metal is an ASTM D 1970 self-adhesive undedayment constructed from (Brentwood, NH) SBS modified asphalt with a fiberglass mat reinforcement and plastic film sudace. The product is supplied in 2.0 sq.rolls with nominal dimensions of 3-ft x 66.7-ft. Weathed-ock® Metal is permitted to be used with mechanically fastened asphalt shingles, metal roof panels or shingles, wood shakes or shingles, and slate roofing as prescribed in the FBC. Exposure on the roof deck shall be limited to a maximum 90 days. WeatherLxk® WeatherLock® Specialty Tile & Metal is an ASTM D 1970 self-adhesive undedayment Specialty Tile&Metal constructed from SBS modified asphalt and surfaced with a non-woven polyester fabric. (Brentwood, NH) The product is supplied in 2.14 sq. rolls with nominal dimensions of 3-ft x 71.3-ft. Weatherl-ock®Specialty Tile&Metal is permitted to be used with mechanically fastened asphalt shingles, Gay or concrete tile, metal roof panels or shingles, wood shakes or shingles, and slate roofing as prescribed in the FBC. Weatherl-ock® Specialty Tile & Metal is permitted to be used with adhered clay or concrete tile roofing using either 3M'' 2-Component Foam Roof Tile Adhesive AH-160 (31M Company) or TILE BONDnm Roof Tile Adhesive(The Dox Chemical Company). Exposure on the roof deck shall be limited to a maximum 90 days. The maximum roof slope shall be 6:12 when used with day or concrete file installations without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles shall not be stacked greater 10 tiles per stack. Weatherl-ock®G(High WeatherLOGcQD G(High Tear)is a self-adhered,undertayment used as an alternative to Tear) ASTM D 226,Type I or Type II roofing felt and ASTM D 1970 seg-adhering polymer (Houston, TX) modified bitumen undedayment. The underlayment is composed of SBS modified asphalt with a fiberglass mat internal reinforcement and is surfaced with granules. The product is supplied with a nominal thickness of 50 mils in 1.95-sq rolls with nominal dimensions of 3-ft x 65-ft. WeatherLock®G(High Tear)is permitted to be used with mechanically fastened asphalt shingles, metal roofing, slate shingles,wood shingles and wood shakes as prescribed in the FBC. Exposure on the mot deck shall be limited to a maximum 30 days. OCR14002.6a FL9777-R9 Page 2 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply mostly, installation, recommended use,or other product attributes that are not specil lly addressed herein. Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?palam=WGE'VX... Product Approval Netted assured l OrionD Date Submitted 10/112017 Date validated 10/11=17 Data Pending FK Approval 10/17=17 Data Approved IM22017 Summary W Products M0 Mod=,Number or Name Deserted. WMA WeslhedockG WeeNeProofirg Uatsdayment Limits W Use Installatlon Instructions Approved for use In HVHZ:No Approved for ues outsde HVHZ:Vas Wastradock Non-HVH7 net Impact Rant salt;WA Verified By:Zachary R.Priest]4021 Dval Pressure:NIA Created by adWmdmm TMN Party:Yes Other:See evaluated sportier limits of use. Eval also Rosix Matherinnk Nnn-HVH7 her Created by IldepeMent TNN Party'.Yes 9]>72 Weath-Lock G(Hgh Tear) Westheryroofiad UMedayment Limits a Ues Iptalletlp Im uctlons Approved fpr use In HVHZ:No FL9777 R1111 OCP140028a2017FB3Eva1uaten Reda) Approved for ues omaide HVHZ:Yes Weatherlock Non-HVHZ.om Impaet Resistant:N/A Versed By:Zachary R.Priest PE-74021 Daegn Pinheaded N/A Small by Independent Third Party:Yes Omer:See evaluation reportfa limits a use Eveludion Repoda FLEM Rtt AE OCR14W .Ba 209 FSC Evaluation Real Weamedock Noh-HVHZ ed Caused by Independent Third PeM:Yes DW3 Wesdlerlci MAT WeRrymafel Und-laymen Limas of Uu Installation Instructions; Approved for use in HVHZ:Yes FL9777 Rill 11 �1114tl!32 81,201Z EEL F,I,,,t,n Radon Approved for use outside HVIQ:No Wewthnrlrck HVH7 not Impact Resistant:N/A VedBed By:Zachary R.river 74021 D.sign Pressure:N/A Created by Independent Third Party Yes Mar:See evaluation reps for limits dose. Evaluation Report. Ft 9777 R11 AF �11140)2 81,2017 F�Evaluator Rai Wa Created by 11Nepmded Third Party.Yes GWA WeadaMck MAT Waterproofing Urldialfmant Limps d Use IMMIYtlon Informed es Appoved for uses in HVHZ:No FL9777 FK EvaluatorR rt Appoved for use onside HVHZ:Yes Weatherlock Non-HVHZom Impot Rrtsfent:NIA Verified By:Zachary R.Priest 74021 Design Prwwre:N/A l nraletl by Independent Third Party:Yes Otild:See eveluaGpreport for duras dose Enatmon Raped. 89777 811 AE OC8140028a 209 FRC Evaluation,Renal Westherlock Non-HVHZ aV Csaetatl by tomeaMent Third Party:Yes 97775 Wes0lerLON McIeI Wesithas dilg Undedayment Limbs d Use Installation Inetnoaps Approved ter use in HVHZ:No Approved her user names HVHZ:your Weaherlock Noni nm Impel In slabnt:N/A Vedlied By:Zadury R.Pdest PE-74021 Design Pressure:N/A Created by IMepldent Third Pally:Yes Other:See evalumion spat for limits of use. Evaluation Repels FL9777 R11 AE 0QR!4W2M20l7F�Eva1mWnRei WwnMxdrck Nnn-HVHZ NI Created by IldepMart Third Party:Yes 9777.6 Weeden-ock Metal Wesdaryroofmg Undedayrnent Limas of Use brMlletlm Nebuetiam Approved for use In HVHZ Yes FL9717 811 110CR14002.0bX17FBCEddmd lRrdot 2 of 2/6/18,9:49AM