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30 Seminole Landing Rd ROOF20-0069 Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP: LESNIK PETER L 8195 SABAL OAK WAY JACKSONVILLE FL 32256 COMPANY:ADDRESS:CITY:STATE:ZIP: ROMANO BROTHERS ROOFING, INC 155 E. Levy Road Atlantic Beach FL 32233 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 168908 1028 BLUFFS JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 30 SEMINOLE LANDING RD ROOF NON SHINGLE tile & TPO re-roof $27400.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $190.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $95.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 BUILDING IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: IN-PROGRESS INSPECTIONS ARE REQUIRED FOR EXTERIOR SIDING, WINDOW, AND DOOR INSPECTIONS, AND SHOULD BE SCHEDULED FOR THE FIRST DAY OF WORK. 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. 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 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. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 12/1/2020 PERMIT NUMBER ROOF20-0069 ISSUED: 12/1/2020 EXPIRES: 5/30/2021 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.28 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.85 TOTAL: $292.13 2 of 2Issued Date: 12/1/2020 PERMIT NUMBER ROOF20-0069 ISSUED: 12/1/2020 EXPIRES: 5/30/2021 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 L____I ____JI DESCRIPTION ACCOUNT QTY PAID PermitTRAK $292.13 ROOF20-0069 Address: 30 SEMINOLE LANDING RD APN: 168908 1028 $292.13 BUILDING $190.00 BUILDING PERMIT 455-0000-322-1000 0 $190.00 BUILDING PLAN REVIEW $95.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $95.00 STATE SURCHARGES $7.13 STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.28 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.85 TOTAL FEES PAID BY RECEIPT: R14240 $292.13 Printed: Tuesday, December 1, 2020 10:41 AM Date Paid: Tuesday, December 01, 2020 Paid By: ROMANO BROTHERS ROOFING, INC Pay Method: CREDIT CARD 399889600 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R14240 ~+; CENTRALSQUARE C·· i!IPJJ!ll©1ing PewmUii: Ap111llklllii:!@i'i 711 9 u,dat,dl21s111 ,~? .. ): L Q n d i Yl l\ City of Atlantic Beach . · t:!r,;J) J ~s~o_,.seminole Road, Atlantic Beach, FL 32233 · I~ 24!·5826 Fax: (904) 247-5845 Job Address: ~:>D ~ 1 4\aal ;-~ Permit Number: I tiB "-• ~ at.o -,;). ~'. :).~ -:).ZfE \4, • , ,, , a...r~a. o ii z.;~ b Legal Description \ I.I & 'Bh{ts lo+:1 ~ ~1y1c.\«r) ,s-,n:+e P->h II"\...~~ RE# \tp?:,C,w£,.-) £)~ Valuation of Wor k (Repl acement Cost) s..!l-7 1 t-l w Heated/Cool ed ;;rsKNo n-Heate d/Cooled ____ _ o Class of Work (Circle one): New J\ddition~epair Move Window/Door o Use of existing/proposed structure(s) (Ci rcle one): Commercial esidentia o If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No N/A o Submit a Tree Removal Perm it Application if any trees are to be removed or Affidavit of No Tree Re Descri~~~t type of work to be performed: ---.. \+>u NOV 2 ~ 2020 Florida Product Approval #~~-L~~~B~?_::l,_9;, ___ ~_.._ .... \ _ __,"Fi __ t.__'5_=-;µ_?\-'--S_ • ......_ ___ for multiple products use B¥>duct approva l form Owner or Agant (~ t, Power of AttQI_ney or Agency Letter Required) _________ -' __________ _ Contrac-.:or lnformaf n . '""\. ~ l_J,-.... ,, l Name of Co i 1 ~ _ Qualifying 1gent: . .:. ~'" Address ) s. (\ City ri r ""===--,,,__S_t_a_te ...... 1=11:__.,__...._~~~,-,.'-t-- Office Phone ==--~....c:..--'-"'9~;-i':~lior;=-:~-:--Jr--:--...,Job Site/Contaci. Nurnber _______________ _ Stace Certification/Registration __,._..__,___.:.=.L...t.~--4---E-Mail _____________________ _ Architect Name & Phone# ______________ -----·----------------- Engineer's Name & Phone"---=---......,..,_ 1+:--~-..... ~,-,-+rr-1""""'---------- Workers Compensation \ ,-,e;s ;QT51 7 "-. ~,. " Uv , · t · . ~~e. l) D ·-C{' 1 -t;..'\ l ~ l-. (\l ~xerr pt/ •nsurer / .eai,e ('T.1,<:o,•eE / Expiration Date . cv_.i) I ;;,. •.). \ liC1t Application is hereby mlde \o bbtain a perf:nit to do the work and installations as indicated. I certify that'ho work or ~ta J.ftMn has commenced prior to the issuance of a permit and that all work will be performed to m eet the standar ds 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, TANJ<S, and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicaliie to ,h:s property that may be fou nd in the public records of this cou nty, 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 1s accurate and that all work will be done in compliance with all applfcable laws regulating constructi on and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAVING TWICE FOR IMPROVEMEN"fS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITM YOUR U:NDER OR,,...l ~n·oRl\!EV BEFORE RECORD G V8UR NO CE O COMMENCEMENT. ,,_1 _~~~~~~~~-- < $ ~ f (Signat ure of Ow or Agent) , 1.1 ! I (including contractor) .! ! Signed and sworn to (or affirmed) before me this .J..E. day of ~ ! ) (Vvl/ , ~")(, by (< ,'cJ..a.r J-l es ";,< %atu~ofN~ ,;, .... 4, lt.:'&, ,.,. a ~ ~ [ } ~anally Known OR • (~roduced Iden tificat ion Type of Identification: __ (Signature of Contractor) Signed and sworn to (or affirmed) before me this _l!!day of /U l) u , a o )..o • by '.D "' " ; , , m ~ v u-1 Q:;a.. tZ. ~ ~~~ature Qf Notary) iP. ..... ~ CATHERINE A MEYER [ Per5onally Known OR • .,\zl.l. • Conwnuon I GG 972588 [ I Produced Ide ntification ~~~.,. ~ Jlrlt 18, 2024 o,P\ b•ni.,.,...__. ........ ~ Type of Identification:------------~--'-=!!!!!!'!!!!.-,._ l?D • 1:,1,::te I~:,., ..... ~ -~· r -~. ; ~ ; t;~;. li11; ,o,; 1.t ~ t•J. ,i~!' -~-•. • .. _.; ..... ~\:, i : .. !!~ ·-~,~-: :·r,{ ,~-·.: •~,: : ~ i• •,• :-•:.: \t t "~ •: .;. ') ·!· ~·~· :.,,?,,t~-: ·• :: ,i ;1! •• '. , ... f .... ,,::='.:.!;. ;t4-:1~_:..-.... , -~ f System Deck Base Insulation Layer Top Insulation layer Roof Cover (Note 16) No. (Note 1) Type Attach Type Attach MOP (psf) W-1. Min. 19/32-lnch plywood or Min. 1.5-lnch EncrgyGuard Polytso Insulation, GAF 2-Part (Optional) Additional layers base GAF 2-Part EverGuard Freedom Tl'O / self -52.5 osa at max. 2 ft spans EnergyGuard Ultra Insulation, flat or tapered adhered ·-Min. 1.5-lnch EntrgyGu;ird Polyiso Insulation, (Optional) Additional layen base w -2. Min. 19/32-lnch plywood or GAF 2-Part GAF 2-Part EverGuard TPO / # 1121, TPO 3--5 2.5 OSB at max. 2 ft spans EnergyGuard Ultra Insula tion, flat or tapered Square, WB181 W-3. Min. 15/32-lnch plywood at Min. 1-lnch Ener,vGu;ird Polylso Insulation, 0 B500 (Optional) Additional la yers base 0B500 EverGoard TPO / l·VOC, TPO 3--67.5 max. 2 ft spans EnergyGuard Ultra ~ ln~ulat lon, flat or tapered Square W-4. Min . 15/32-lnch plywood at Min . 1-inch EneravGuard Polylso lnsulatlon, 08500, 6-lnch (Optional) Additional layers bllse oosoo. 6-lnch EverGuard TPO / l -VOC, TPO 3--75.0 max . 2 ft spans EnergyGuard Ultra o.c. Insulation, flat or tapered o.c . Square . •:f:.l .~ ::;:-• ,••'l••~j~• •~ •~ r.t .~ ••. • 1.••; I ,,. ,· \· t,:::.' If,, . ', •. ,;,I~ :u 1~ • ·:..c;, '•r: • •·' . • ~I•:: .1)''!:.°::J!= '"'·•J ... , . h'•t1:•.r:.; •,;,<• :;'.!,:•11·:,!. :r··:,.rr;.1:,.r,, !..'N) :~i·fi":-: .. :i-l.:: · !'. •-,::,,1 .!!1;::, :i~'•;1~: 1'! :1°•~1: .• :."'1h·•~\:i~• :!;,,~1: ,,1; ,.;·!~• System Deck No. (NotR 1) Type GAfGIAS 1175 B;ise Sheet, Min. 15/32-Tri.Ply 1175 Base Sheet, inch GAfGlAS f80 Uh Ima Base w-s. plywood at max. 24 -Sheet, GAfGlAS Stratavent Inch span Nallablc Venting Base Shet, Ruberoid 20 Smooth GAFGLAS /17S Base Sheet, Mln.15/32- Inch Tri-Ply 175 Base Sheet, W.f,. plywood at GAfGLAS #80 Ultlma Base max. 24 -Sheet, GAFGIAS Stratavent Inch span Nallable Ventlns Base Slieet, ltuberold 20 Smooth Min .19/32· GAFGLAS 1180 Ult Ima Base inch W-1. plywood at Sheet, GAFGLAS Stratavent max. 24 • Nailable Venting Base Inch span Sheet, Ruberoid 20 Smooth ~l!:,,,O ETC, ll.C Certificate of Authorization #3245S Prepared by: Robert Nieminen, PE-59166 Anet-Sheet Fasteners 32 , •• 1-5/8- Inch dla. tin caps with 12 ga. ant1ular ring shank nails 32 ga., 1·5/8· inchdla. tin caps with U ga. annular ring shank nails 32 ga., 1-5/8- Inch dia. tin caps with U ga. annular ring shank nails Base lnsulatlon Top Insulation Attach Type Attach Type Min. 0.5-lnch S~ch o.c. at min. Min. 1-lnch EnercvGuard Structodek High 4-lnch laps and B-Polyfso Insulation, oens,ty Fiberboard Inch o.c. In two, Eneri:yGuard Ultra Polyiso Roof ln.sulatlon °' lnsulatlon or EnergyGuard HA EntrgyGuard Per1ite equally spaced, RH Polyiso or min. LS· Recover Board or Min. staggered center Inch EncrgyGuard RA or 0 . 75-lnch Ener,n,Goard rows EncrryGuard RN Perll!e Roof lnsulatlon (homogeneous I 8-lnch o.c. at min. Min. 1-lnch EnergyGuard Polyiso Insulation, 4-!nch laps and 8-Ener£Y(iuard Ultra Polyiso Min. 0.25-lnch Dens Inch o.c. In two, Insulation or EncrgyGuard IIA Deck Prime or equally spaced, RH Polytso 01' mln . LS-SECUROCK Gypsum- staggered center In ch EncrgyGuard RA or Abel' Roof Board rows EnercvGuard RN Min. 0.S-lnch 9-lnch o.c. at min. Min. 1-lnch EnerayGuard Structodek High 4-lnd, laps and 9-Polytso Insulation, Density flberboatd EnercyGuud Ultra Polylso Roof Insulation or inch o.c. In two, Insulation or EnergyGuard HA EnergyGuard PerUte equally spaced, RH Polybo or min. 1.5-Recover Board or Min. stasgered center Ind! FnergyGuard RA or 0.75-lnch £nergyGuard rows Ener11yGuard RN Pe<llte Roof Insulation (homoeeneous) _::k !:::i!ir..·d ::ir,1.·: ~-~1.: 1,!r,?1 •• :\1:.oll !:-lf..'.'.!l.!I0,11 GA!' EverGuard TPO Slngl•Ply Roof Membrane Systems; (800) 766-3411 Attach HA HA HA Roof Cover (Note 16) MOP Dase Cap (psi) EverGuard ll'O One or two piles Ruberoid 20 Smooth, FB Ultra ii hot Ruberoid Mop Smooth. Ruberoid Mop uphalt °' GAf -4S.0 Smooth l.S or Ruberoid Mop Plus 2-Part (spatter) Smooth In hot asphalt or Oly8ond 500 (spMter) One or two plies Ruberoid 20 Smooth, EverGuard TPO Ruberoid Mop Smooth, Ruberoid Mop FO Ultra In hot Smooth 1.5 or Ruberoid Mop Plus asphalt or GAF -4S .0 Smooth In hot asphalt or Rubl'1oid HW 2-Part (spatter) 25 Smooth or Ruberoid HW Smooth, or OlyBond 500 torch-appned (spatter) tverGuard TPO One or two plies Ruberoid 20 smooth, FB Ultra In hot Ruberoid Mop Smooth, Rub.,.old Mop asphalt or GAf -..s.o Smooth 1.s or Ruberoid Mop Plus 2-Part (spllterl Smooth in hot asphalt or OlyBond 500 (spatter) Evaluation Report 01S06.09.0S-A30 for F! ;:;3;,-;;;_y · Revision 30: 06/15/2018 Appendbc l, Page 6 of 99 CREEK TECHNICAL SERVICES , LLC EVALUATION REPORT Manufacturer: Manufacturing Plants: BORAL ROOFING LLC 7575 Irvine Center Drive Irvine, CA 92618 (800) 669-84 53 www.boralamerica.com Lake Wales, FL Okeechobee, FL Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, Fl 33647 (813) 480-3421 FLORIDA BUILDING CODE 61 H EDITION (2017) Issued February 19, 2019 Quality Assurance: PRI Construction Materials Technologies {QUA9110) SCOPE Category: Subcategory: Code Sections: Roofing Roofing Tiles 1507.3.5, 1507.3 .7 , 1523.6 .5, 1523.6 .5.2, 1523.6 .5 .2.2, 1523.6 .5 .2 .3 Properties: P hysical Properties, Attachment Requirements, Wind Driven Rain, Static Uplift Resistance REFERENCES Entity Report No. Standard Year American Test Lab of South Florida Inc (TST3782) RT0201.01-19 TAS 112 1995 ASTM C 1492 2003(2009) American Test Lab of South Florida Inc (TST3782) RT0130 .01 -14 TAS 112 1995 AST M C 14 92 2003(2009) American Test Lab of South Florida Inc (TST3782) RT0426 .01-14 TAS 112 1995 ASTM C 1492 2003(2009) American Test Lab of South Florida Inc (TST3782) RT0615 .02-11 TAS 112 1995 ASTM C 1492 2003(2009) American Test Lab of South Florida Inc (TST3782) RT0615 .03-11 TAS 112 1995 ASTM C 1492 2003(2009) American Test Lab of South Florida Inc (TST3782) RT0615.04-11 TAS 112 1995 ASTM C 1492 2003(2009) American Test Lab of South Florida Inc (TST3782) RT0617 .02-16 TAS 112 1995 ASTM C 1492 2003(2009) American Test Lab of South Florida Inc (TST3782) RT0617.03-16 TAS 112 1995 ASTM C 1492 2003(2009) American Test Lab of South Florida Inc (TST3782) RT0617.04-16 TAS 112 1995 ASTM C 1492 2003(2009) American Test Lab of South Florida Inc (TST3782) RT0623.04-14 TAS 112 1995 ASTM C 1492 2003(2009) American Test Lab of South Florida Inc (TST3782) RT0624.04-14 TAS 112 1995 ASTM C 1492 2003(2009) American Test Lab of South Florida Inc (TST3782) RT0624.05-14 TAS 112 1995 ASTM C 1492 2003(2009) American Test Lab of South Florida Inc (TST3782) RT1210.02-15 TAS 112 1995 ASTM C 1492 2003(2009) American Test Lab of South Florida Inc (TST3782) RT1210.03-15 TAS 112 1995 ASTM C 1492 2003(2009) Miami-Dade BCCO (CER1592) 14-0408,06 FBC (HVHZ) 2017 Miami-Dade BCCO (CER1592) 14-0416.12 FBC (HVHZ) 2017 Miami-Dade BCCO (CER1592) 15-0721 .04 FBC (HVHZ) 2017 Miami-Dade BCCO (CER1592) 16--0112.07 FBC (HVHZ) 2017 Miami-Dade BCCO (CER1592) 16-0112.08 FBC (HVHZ) 2017 Miami-Dade BCCO (CER1592) 18-0509.15 FBC (HVHZ) 2017 Miami-Dade BCCO (CER 1592) 18-0509.16 FBC (HVHZ) 2017 Miami-Dade BCCO (CER1592) 18-0509.17 FBC (HVHZ) 2017 BOR18003.1 FL28328-R1 Page 1 of 12 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 , installat ion , recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Entity Tile Roof Institute Report No. Membership Confirmation Standard TAS 100 TAS101 TAS 102 & 102(A) BORA L ROOFI NG LLC Concrete RoofTiles Year 1995 1995 1995 BOR18003 .1 FL28328-R1 Page 2 of 12 This evalua1ion 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 specifically addressed herein. CREEK BORAL ROOFING LLC Concrete Roof Tiles TECHNICAL SERVICES, LLC Barcelona 900 (Lake Wales) Profile/Description: Allowable Applications: Dimensions: ASTM C 1492, TAS 1 12 Type 1a, high profile, interlocking, class Ill, 'S ' shaped concrete roof tile For mechanically fastened (direct deck or batten), mortar set or adhesive set applications 17" X 13" X 3-5/8" NAIL HOLES OVE RLOCK 13 • / Figure 8. Barcelona 900 Oalena Spanish "S" (Okeachobae~) ____ __ Profile/Description: of tile Allowable Application For mechanically fastened (direct deck), mortar set or adhe · e Dimensions: 17" X 10" X 2 .7" Figure 9. Galena Span ish "S" 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 specifically addressed herein . CREEK BORAL ROOFING LLC Concrete Roof Tiles TECHNICAL SERVICES, LLC Spanish "S" Nuevo (Lake Wales) Profile/Description: Allowable Applications: Di mension s : A PPLICATION METHOD Installation Slope: Roof Deck: Underlayment: ASTM C 1492, TAS 112 Type 2a , high profile, interlocking , class Ill 'S' shaped concrete roof tile For mechanically fastened (di rect deck or batten), mortar set or adhesive set applications 17" X 9-3/4" X 2-27 /32" Figure 10. Spanish "S" Nuevo Limited to slopes 3:12 or greater in the HVHZ; Outside the HVHZ, shall be in accordance wit h the recommendations of the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Fifth Edition Revised or RAS 118, RAS 119, or RAS 120, as applicable. Solid or closely fitted min. 15/32-inch plywood sheathing for new and existing construction at max. 24 in . span; In the HVHZ, new construction shall be min . 19/32 in . plywood at max. 24 in. span ; Designed by others in accordance with FBC requirements. Installed in accordance with FBC requirements. In the HVHZ , the minimum underlayment shall be installed as described In RAS 118, RAS 119, or RAS 120, as applicable. BOR18003.1 FL28328-R1 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of an y 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 specifically addressed herein. CREEK TECHNICAL SERVICES, LLC BORAL ROOFI NG LLC Concrete Roof Tiles Data for Attachment Calculations for Direct to Deck Applications Nominal Weight 0N) and Aerodynamic Restoring Moments due to Gravity -Mg (ft-lbf) Multipliers Roof Tile Dimensions (I x w) 'A (ft3) Direct Deck W (lbf) I (ft) w (ft) Direct Deck 3":12" 4":12" 5":12 " 6 ":12" .::_7":12" Application Bermuda 9 .7 1 .33 0 .833 0.205 6 .97 6 .86 6 .71 6 .54 6.35 Plantation 11 .6 1.375 1 .08 0 .289 7 .79 7 .67 7 .52 7 .32 7.04 Saxony 900 10.9 1.417 1 .08 0.315 7.62 7 .5 7 .34 7 .16 6 .95 Estate "S" 10.0 1.375 1.08 0 .289 6 .74 6 .64 6.50 6 .33 6 .14 Villa 900 10.9 1.42 1.08 0 .315 7.62 7 .50 7 .34 7 .15 6 .95 Barcelona 11 .5 1.417 1.08 0.301 7.00 6.90 6 .76 6 .60 6.42 900 Galena 8.5 1 .42 0.833 0.235 6 .13 6 .03 5 .89 5.74 5 .57 Spanish "S" Spanish ·s · 8.95 1.417 0.8125 0 .233 5 .93 5 .83 5 .70 5.56 5.39 Nuevo Data for Attachment Calculations for Batten Applications Nomina l Weight (W) and Aerodynamic Restoring Moments due to Gravity -Mg (ft-lbf) Multipliers Roof Tile Dimensions (I x w) >. (ft3) Direct Deck W (lbf) I (ft) w (ft) Batten 3":12" 4 ":12" 5":12" 6":12" .::_7":12" Application Bermuda 9.7 1.33 0 .833 0 .189 6.53 6.43 6.29 6.14 5.97 Plantation 11.6 1.375 1 .08 0 .267 6.85 6 .75 6.61 6.44 6.26 Saxony 900 10.9 1.417 1.08 0 .291 -6 .61 6.48 6 .31 6 .13 Estate "S" 10.0 1.375 1 .08 0.267 5.91 5.82 5 .70 5 .56 5.40 Villa 900 10.9 1.42 1.08 0 .291 -6 .56 6.42 6.26 6 .08 Barcelona 11.5 1.417 1.08 0 .286 6.19 6.19 6 .06 5 .92 5 .76 900 Spanish ·s• 8 .95 1.417 0 .8125 0 .215 5 .30 5 .21 5 .09 4 .96 4 .82 Nuevo BOR18003.1 FL28328-R1 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this rep ort is valid. This eva luation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK 'TECHNICAL SERVICES, LLC BORAL ROOF ING LLC Concrete Roof Tiles Attachment Resistance Expressed as a Moment for Mechanically Fastened Applications Tile Fastener M, (ft-lbf) Roof.Tile Direct Deck Direct Deck Type Count Size Shank Clip (min. 15132" (min. 19132" Battens plywood) plywood) Nail 2 10d Ring NIA 28.6 41.2 19.4 Nail 1 10d Smooth NIA 5 .1 6 .8 2 .8 or Screw Nail 2 10d Smooth NIA 6 .9 9 .2 7 .3 or Screw Screw 1 #8 NIA NIA 20.7 20.7 18.1 Barcelona 900, Galena3 or Screw 2 #8 NIA NIA 43.2 43 .2 29.8 Spanish "S" Nail 1 10d Smooth Field 23.1 23 .1 19.0 Nuevo or Screw Nail 1 10d Smooth Eave 29.3 29.3 24.0 or Screw Nail 2 10d Smooth Field 27.6 27 .6 38.6 or Screw Nail 2 10d Smooth Eave 38.1 38 .1 41 .8 or Screw Nail1 2 10d Ring NIA 33.1 48.1 45.2 Notes: 1) Not for Saxony 900, Villa 900 or Barcelona 900. Installation with a 4" tile headlap and fasteners are located a min. 2-1/2' from head of tile. 2) When using only one fastener, use the hole that is approximately 4-3/4" away from interlocking edge. 3) Direct Deck applications only. Attachment Resistance Expressed as a Moment for Adhesive or Mortar Set Roof Tile Adhesive Product Approval1 Paddy Average Paddy M, (fl-lbf) Count Weight (grams) Dow Chemical TILE BOND™ NOA 16-0222.01 2 13.9 31 .3 Bermuda , 2 8 31 .3 Planation and ICP Adhesives Polyset AH-160 NOA 17-0322.03 1 24 40.4 Saxony 900 1 45 118.9 2 8 59 .0 DAP Foam Inc. Touch N' Seal® NOA 17-0829.12 1 24 45 Saxony 900 Storm Bond™ 2 Two-Component 1 45 93 Premix Marbletite, Inc. TILE-TITE NOA 17-1016.07 N/A NIA 43.9 Dow Chemical TILE BOND™ NOA 16-0222.01 2 11.4 26.1 2 8 26.1 Estate "S" or ICP Adhesives Polyset AH-160 NOA 17-0322.03 1 24 45.5 Villa 900 1 54 86.61 Premix Marbletite, Inc. TILE-TITE NOA 17-1016.07 NIA NIA 20.6 2 8 55 Villa 900 DAP Foam Inc. Touch N' Seal® NOA 17-0829.12 1 30 40 Storm Bond™ 2 Two-Component 1 60 70 BOR18003.1 FL28328-R1 Page 10 of12 This evaluation report is provided fo r 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 specifically addressed herein. CREEK TECHNICAL SERVICES, LLC BO RAL ROOFING LLC Concrete Roof Tiles Attachment Resistance Expressed as a Moment for Adhesive or Mortar Set Roof Tile Adhesive Product Approval1 Paddy Average Paddy Count Weight (grams) Dow Chemical TILE BOND™ NOA 16-0222.01 2 10.7 Barcelona 900, 2 8 Galena Spanish ICP Adhesives Polyset AH-160 NOA 17-0322.03 1 24 •s• or Spanish •s• Nuevo 1 63 Premix Marbletite, Inc. TILE-TITE NOA 17-1016.07 N/A NIA 2 8 Barcelona 900 OAP Foam Inc. Touch N' Seal® NOA 17-0829.12 1 30 Stom, Bond™ 2 Two-Component 1 60 Notes: 1) See manufacturer's product approval for installation requirements. LABELING 1) All tiles shall bear the identifiable marking of the manufacturer's name or logo as follows: Manufactured in Lake Wales , FL Manufactured in Okeechobee, FL ~ ~ OR Mr (ft-lbf} 29.3 29.3 38.7 66.5 24.5 66.0 63 82 BOR18003.1 FL28328-R1 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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 specifically addressed herein . CREEK TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation . BORAL ROOFING LLC Concrete Roof Tiles 2) Installation of the evaluated products shall comply with FBC Section 1507.3 , FRSA/TRI Florida High Wind Concrete and Clay Roof Tile lnsta,1/ation Manual, Fifth Edition Revised and the manufacturer's published application instructions. Installations in the HVHZ shall comply with RAS 118, RAS119 and RAS 120. 3) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61020-3. 4) All product listed in this shall tested quarterly in accordance with TAS 112 Appendix A. 5) Installation of the evaluated products shall be limited to projects in areas subjected to weathering indices of 50 or greater as illustrated in ASTM C 1492-03, figure 1 (see below). :;::":"::•· . ., ............ -~ 50 ... ...-:::::::.c""""" .. : -:::: HERING REG IO NS ••f ::;:;:3 NEGL IGI BLE WEATHER ING ~::·.J MODERAH WEATHERING :;:_i}!!: SEVE RE WEATHERING COMPLIANCE STATEMENT The products evaluated herein by Zachary R Priest P.E. have demonstrated compliance with the Florida Building Code, 6 th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. CERTIFICATION OF INDEPENDENCE Zachary R . Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor wilt 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 this evaluation. Zachary R. Priest, P .E. does not have , nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P .E. does not have , nor wilt acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT BOR18003.1 FL28328-R1 Page 12 of 12 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 specifically addressed herein.