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RF-11-1703Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 165863 Permit Number: RF -9 -11 -1703 Scheduled Inspection Date: October 26, 2011 Inspector: Bruhn, Norman Owner: DOWSON, NANCY Job Address: 252 NE 104 Street Miami Shores, FL 33138 -2016 Project <NONE> Contractor: AKG INSPECTION SERVICES INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1121360130330 Phone: (305)235 -5511 Building Department Comments TILE AND FLAT ROOF Passed /© k! Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 164559. October 25, 2011 For Inspections please call: (305)762 -4949 Page 30 of 33 AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami -Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 Re: Owner's Name Property Address 64), o��Z 6 /014S k'iQ, ; rg. 33/3 IP Roofmg Permit Number RF-9 - (1 -1?-63- Dear Buil. mg Official: �/ !� Wetra®1°h-- eertify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the "Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B -3.047 F.A.C. I STATE OF FLORIDA COUNTY OF MIAMI -DADE Sworn to and subscribed before me this day of (SEAL) v Personally known or Produced Identification 32.0).26-74A. DAISNA ZANETTI Notary public - State of Florida My Comm. Expires Aug 28. 2014 Commission # EE 18340 C :Documents and Sedinge trtcIlMyDaumenISlStetiaficsGraphs ? 1Roofng Affidavit Compliance- 92607Fdlable.doc Lab Report No. S10-1676 FLORIDA TEC Providing Solutions to the Roofing Industry C.A. #: 26095 Lab Certificate: 09- 0715.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTY ADDRESS: 252 NE 104 St Miami Shores OWNER: CONTRACTOR: AKG Inspection Services TILE TYPE: Barcelona 900 ATTACHMENT: POlyfOamTM / PolyproTM Testing Equipment: Digital Chatillon DFIS 200 Test Tabulation PERMIT No: ROOFING SQUARES: 13 ROOF PITCH.: 4:12 INSPECTOR INITIALS: AA TEST DATE: 10/21/11 Required Testing Force: 35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 6 -10 Passed 11 -15 Passed 16 -19 Passed THIS ROOF HAS: PASSED fI FAILED I— h'I-IE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. Reviewed by: /o—d- 1/ Alberto Cardona, P. . -Lic #17138 18 17 L Front 19 2 1 4 6 10 8 11 12 15 / % ' / / / / /' / / i / / / / ' // / i i /" / ' / / % / / /- / / i / 10735 SW 216th St. Unit 416 Miami, FL 33170 7 14 13 16 www.floridatec.net Tel: (305) 256 -4550 Fax (305) 256 -6833 54 Lab Report No. S10-1676 FLORIDA TEC Providing Solutions to the Roofing Industry C.A. #: 26095 Lab Certificate: 09- 0715.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTY ADDRESS :: 252 NE 104 St Miami Shores OWNER: CONTRACTOR: AKG Inspection Services TILE TYPE: Barcelona 900 ATTACHMENT: PolyfoamTM / PolyproTM Testing Equipment: Digital Chatillon DFIS 200 Test Tabulation PERMIT No: ROOFING SQUARES: 13 ROOF PITCH: 4:12 INSPECTOR INITIALS: AA TEST DATE: 10/21/11 Required Testing Force: 35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 6-10 Passed 11 -15 Passed 16 -19 Passed THIS ROOF HAS: PASSED 1{ I FAILED I—ITHE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. Reviewed by: l —lI Alberto ardona, P,E -Lic #17138 18 17 19 / / / / / / / i / 2 1 4 6 10 8 15 12 7 14 13 16 / 10735 SW 216th St. Unit 416 Miami, FL 33170 www.floridatec.net Tel: (305) 256 -4550 Fax (305) 256 -6833 54 NOTICE OF COMMENCIhtENT A ROOM OPTIMIST SE POSTEO ON MEM SITE AT 'MEW MST INEWEtripi TAX FOLIO NO, /-'1` I 3 ::0 miter NO. goy LORIDAt DOUlaY OF MIAMI-DAD2 1111111 11111 11111 1111111111 111111110 11111111 CFN 2011R0631677 OR Bk 27831 Ps 4662; (1P9) RECORDED 09/20/2011 122503 HARVEY RUVII4r CLERK OF COURT' MIAMI-DADE COUNTY FLORIDA LAST PAGE THE UNDERSKSNED hsokby gives notice that Ireptovameras will be maze to *ban real property, and In accost:tame with Mister 719, Florid/tem/tee, the fcliowin9 Intimation ts provided in this Mk* of DOrrunancerneht • • 3. 0=844 name and addmils: interest in property: awiev er Name and address of fee sirrapki titleholder: 4. Contracts:es MEW addigse 1 phone iiumbw Cj767 L-, ANTEMINOW._ _SOO* :e 1. 3 3j Cr k or t 3 113_1' S. Surety: (Peyment bond- required by owner Van oontractor, If any) Hama, address and phone number: /t/ 041 Amount et bond $ & Lenders name and riddle:au 7. Persors Within the State rd Florida designated by Owner upon whom rTOFthee or other documents may be served as provided by Section ?13,13(1))7., Florida Statutes, Name, address and phone numbe r. ri 4 8. In addition to himself, Owners designates the fo 713,1311)(b), Florida Statute& Hama, address and phone raintber: 4qviti 44-4, 6 c.1 9. Expiration date of this Notice Of Oernmsncement phe explrafrkn data& l!yeer mantis dem or recoollns loft= a Mewl tis10 teraPodrius4 wARSONG TO OWNERANYRWMENTS WOE EYTHEOWNER AFrERTHE expiadtom OF THE No-nce OF DOMNIENCEMSNT ARE 00NethERED troPRoPER PAYMENTS UNDER CHAPTER ne, PAM. 1. SECTION 713.10. FLOSIORIEWDYES, AND DAN PIEBIXT WI YOUR W4421.1AncE,.. IMPROVEMENTS TO yous rnorewry. A Noma or coMMENCEMENT MIJST no RECORDED AND POSTED cA4 THE ma erre SoFOFS THE FIRST INEPECTION. IF You INTEND TO OBIA94 FINANCING, CONSULT WJTH VOW LENDER otti AN ATTORNEY BEFORE COMMENCING WORK OR FIEOOROMEI YOUR NOME OF OOMWENOEUSNE. • perecnisi to recalvirt a Copy of the Llenor's Notice as provided In Seaton a e Signatu Prepared By Print Name or °smarter Authorized Officer/Direc10r/ParthorNs4a0& FrOPIINd 4f,/ Print Nine TilittiOfflOs Tree/Office SUM OF FLORIDA ---_-- COUNTY OF MIANU-DADE The • g Int:dimmed wee acknowledged befcro s»I. Indlviduadly, or la iitaIMA Paws* known, or la produced the foillowin Signature cf N, 4,0 ..... tt3 Lcsatie. Pler-sJAN„te.z_ 1-1 :Si) 6 -1301' (LA" 4t '- MI 43'1 iCt 1112.6 _ !OP:. ;:c X.* 'ZIC-t, it. ; !? 1• Under wattles of perjury I declare that I have read tha foregoing and that the facts stated in ft are true, to the best of my knowledge and belief. Ootrialls) Owner(a)le AvkharLted Officer/DireottariPartnerAdrager who signed above: Sy .4)148:1-47 le&CA.4.1 MU; By -l'ATE OF FLORIDA, COUNTY OF DADE I HEREBY CER77FY that this tea true copy?, the ufiginal ASS IR this eg4 0 A D 20 &Id WITNESS my hand and die! Seal HARVEY RUVIN, C r."" K, of Ar , D.C. g1 t << - 5ft_S5(6L Miami Shores Village Building Depa tm►ent t c 90050 N.B.1nd Avenue, Miami Shore'', Florida 33138 Teti (3p3) 7912204 Fax: (3O5)756.8972 INSPECRONtS PHONE NUNIREItf (306) 762.4949 atNo BUILDING PE x 1a : " g, LIGATION `BC 20 Pernik Type: BUILDING ROOFWG OWN.ERz Naze (Pee Simple Titleholder): / C1 4 Address:, ... c.WS4- catr: ,ira / sty: Master Permit No. nowt 7,6 6,/_5 4,(74/6 Teaamt/Lesse Name: Email JoB ADDRESS: City: >i1 City: Miami S FoliaiPrrce} 1) 213 o O l 3 o 3 3 la the Banding Historically DasigAatefil Yes CONTRA Et Company ate./' 6 city: [aLti Qualifier Name: State Certificetipe orRegienatios 9: Flood Zoe: a./.1 per, 3s .s 1 1 Cerateats of Competency 9h L T..2--e® q Contact Phoned:30s-1M; -3 9 31 Email ,Ad s: ._ DESIGNER: Areleitect/ laeor: Phone value of Work for lido lea; $ J 01 4 3 0 Squereabieee Feetede of Wcorht Type et We& .DAddition CIAl teradion , , cpair/Roplace 13Demolitiion Deeeriptien of Wezrhz . . e saaa ssit+trst*rssagas*v4+iaesmesvg ++*+s+ ►*44.***+ t +eete *sao srwb SubmittMi Am $ Permit Fee $__o v –. Ca $ ' CO/CC $ ...... Scamnike%Fee $ Radon Fee $ DEPR$ Bead $ --- Notery $ Tralaing/Edztcailo:a Fee $ _......-4– T Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ _j, Bonding Company's Name (if applicable) Bonding Company's Address aty State Mortgage Leader's Name (if applicable) Monne Lender's Atittrate i ... Cie Zip State Zip Application is hereby made m Maim a permit to do the work and last:Alatibae as Ittacated. I certify Mat no auk or installation bee earamersed prior to the issuance c►f a permit and that all work w{il be !podormed to meet the standards of all laws replafing coustruetide la this joxisdiction. I unde:stand that a separate permit most be :se used for ELECITICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FUBmers, BOILERS, BEATERS, TANKS and AIR CONDMONERS, ETC...•. wows - 'i3 AFFIDAVIT: I certify that all the fompoing information Is ac tflto old that au work be done is cvintgianne with alt applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR TO RECORD A NOTICE OF , � T IN YO PAYING TWICE FOR OVE COMMENCEMENT R TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINAN , CONSULT WITH YOUR OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OO;CO CE ; ; " Notice to Applicant Asa condition to the issuance of a building permit with an estimated who exceeding $2500, he applicant nuest promise in good faith Mai a copy of the notice of camtnancement and cotttiratclPon lien law bneciture wilt be &livered to the person whose prlopetty is subject to attachment. Alto, a cad copy of the recorded notice of mast be posted at the job she for the first bsspection which occurs seven (7) days *r the building pepnit is it tizs +mince of XiCh posed notice, the inspection will not be approved anda tektspeciloajee w& be charged, The day of who is ply '1) +,a,11 I 1: ,a,uny. wledsdintfda30411111 otary Public -State of Flori May ommxpir s Aup 28, 2014 .V NOTARY PUBLIC: Sig,: Nun ql/fA- l My Comte is &lost Expires: The day of who es, o1�'p'r n'•!a Public - State of Florida NOTARY C: ?hint: ,MyCow issionExpires: m4 ** ae **a** ***o as* *r+t*0 11 * a ***a APPROVED BY _ E,,�, y plans Enabler U erased 91/10)07j(Roistd 06/14/1009) (Rued 3lt5K39) Zonblit Struchmil Review - w . _ r....__ —.Clerk cl PO] Permit No: 11 -1703 Job Name: September 21, 2011 Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Section E is incorrect. P1, P2, and P3 are incorrect and the math is incorrect. Please correct pressures and math. The attachment resistance is is greater than the attachment method for the perimeter and corner. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 F14: r3(-9(09- 9C, 9 ,ezz 09/22/2011 15:11 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES eon * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 1810 RECIPIENT ADDRESS 93059691469 DESTINATION ID ST. TIME 09/22 15:10 TIME USE 01'06 PAGES SENT 1 RESULT OK q 190.1(1 Permit No: 11 -1703 Job Name: September 21, 2011 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Section E is incorrect. P1, P2, and P3 are incorrect and the math is incorrect. Please correct pressures and math. The attachment resistance is is greater than the attachment method for the perimeter and corner. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 (p if" =L li'n't/ S Co ip�e /1)04 re o e ve,ti to, yv v vr+ Property Information Map My Home Miami -Dade County, Florida mia sale gay: Property Information Map Page 1 of 1 MIAMI•DADE Details: olio No.: 11- 2136 -013 -0330 roperty: 252 NE 104 ST Mailing NANCY D DOWSON &H ddress: ALFRED D wins Units: 305 NE 91 ST MIAMI d • Foota • : SHORES FL of Size: 33138 -3129 Pro pert y Information: rrimary Zone: 000 SINGLE FAMILY ESIDENCE 2010 �1 RESIDENTIAL - ` INGLE FAMILY :1":1177171111/ c loors: $145121 wins Units: Market Value: d • Foota • : ' 065 of Size: a 225 SQ FT ear Built: 925 ■ �•52 42 31 52 42 MIAMI 5 PB 10- 0/$229 121 • HORES SEC 7 W1/2 LOT 5 & LOT 6 : LK 119 LOT SIZE 5.000 X 123 OR 16045 - j ai . scription: .0/$229121 66 08931 OR 16045 - ie.it .A•. =- .liii _ Aerial Photography - 2009 0 ■ 113 This map was created on 9/7/2011 10:25:08 AM for reference purposes only. Web Site ©2002 Miami -Dade County. All rights reserved. nt Information: alue Information: _ 2011 2010 and Value: $83 801 $83 801 :uildins Value: $145121 .145320 Market Value: $228 922 < 229 121 _ _ $228 922 ■ alue Information: _ 2011 2010 __ r^'ied A . ale O/R: emption/ Exemption/ axing Authority: Taxable Taxable • scri• ion: Value: Value: = sional: 0/$228 922 .0/$229121 ■ /$228 922 0/$229 121 04228 922 .0/$229121 school Board: ,0/$228 • 2 .0/$229121 Information: .ale Date: =/1993 ale Amount: :.60 000 ale O/R: i 045 -436. ales • uaiification - ales which are qualified • scri• ion: V'ew A.ditio <I Sales http:// gisims2 .miamidade.gov /myhome /printmap. asp? mapurl= http : / /gisims2.miamidade.gov... 9/7/2011 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Master Permit No. 1 Contractor's Name Vt 1z G l w S .e c r V ^� S Job Address S Z M5 l U S Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Fo Section A mpn _ral Information) Miami Shores Vill ge DATE APPROVED BY ZONING DEPT BLDG DEPT rnOURJECT TO COMPLIANCE WITH ALL FEDERAL STATE ANDNY GULATIONS Process No. Low Slope ❑ Mechanically Fastened Tile r Mortar /Adhesive Set Tile sphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Ingles cr ��,\ ❑ Prescriptive BUR -RAS 150 ' foss ROOF TYPE • NpW`Roof .Reroofing ❑ Recovering ❑ Repair ROOF SYSTEM INFORMATION (ZIP! Malnte . e Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) (S S (3 /000 / ce, SCE Section B (Rnnf Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. 2G 201 S' s„ �s D FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 High Velocity Hurricane Zane Uniform Permit Application Form Section (La doped Roof System) Fill In Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as °NA') System,Manufacturer: GAP i44TI14L. NOR No.: 0 -7- I - 0 9, Design Wind Prossunas, From RAS 126 or Calculations: Frnex1:41 el- I- Pmax2:8-L 6pmax3; 121. Max. Design Pressure From the Specific NOR System: Deck: Tyne: 1."-/ 0.....a..— GaugefThickness: Septa: 1/ 41 to AnchodBase Sheet & No. of Ply(s);_j3,244._ Anctior/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Al Ar Base insulation Size and Thickness: t Base insulation Fasteneraonding Material: r k• 2, Top insulation Layer: /Li A Top insulation Size and Thickness: Top insulation Fastener/Bonding Material: . 1") Base Sheet(s) & No. of Pty(s): 6 A E 44-7 S. 3.. Base Sheet Fastener/Bonding Material: I-1-S" a•S. Ply Sheet(s) & No. of Piy(s)(6Af_ldly_.!-OS-1. Ply Sheet Fastener/Bonding Material: is Li .1494- ASONc,ti-_, Top Ply. Qr.( &rc..L (41)‘1,, To Ply Fastener/Bonding Material; iype i401- 14.sphAf SurtacingL 6 e Fastener Spacing for Anchor/Base Sheet Attachment Field; " oc @ Lap, # Rows 2- Perimeter: 6 oc Lap, Rows ‘I e;" Pc Corner..6 oc 0 Lap, # Rows k. 0 .6." oc Number of Fasteners Per Insulation Board Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height. Parapet Height, Height of Base Flashing. Component Material, Material Thickness. Fastener Type, Fastener Spacing or SuOmit Manufacturers Details th Comply with RAS 111 and Chapter 16. ‘r, tfr 41. kkt FT Parapet Hotght Mean Roof Height 1 CA Ps 2 Kvws 3 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Fort. Spr•.tipn D (Stepp SInppri Rnpf System) Roof System Manufacturer: t .41e le Notice of Acceptance Number: O - _ v 22 0. a Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: -6 .d8 P2: -VI,8 P3:-2$.3 Maximum Design Pressure (From the Product Approval Specific System): 2� . 3 Roof Slope: I 3 : 12 Steep_SlopecLRoot System r)e crintion \ Deck Type: IP • w 00 v1 Type Underlayment: Ridge Ventilation? N.4 Insulation: 3 ,4STrt" Q zzG 4 Fire Barrier: Mean Roof Height: I S NA Fastener Type & Spacing: 1.2 5'�t2 . S• N.A �'- S �� L 2 ©-c , e Adhesive Type: -Kt (4„-f Aspct .t I- AST 4-1 Type Cap Sheet: Roof Covering: C)0 (C3 4S To" 3 t3ar- ceIvr.) C) 0D Type & Size Drip Edge: 3 "eAves(' ' FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Se.tinn ETTli CCInuI2tl ns! For Moment based tile systems, choose either Method I or 2. Compare the values for Mr with the values from Mr. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based The Calculations Per RAS 127" (Pi: (1T, 1xa,.3l 3 ly. I ) -Mg: p1 .GS =ctrl' 6 b TP2�1�.6xa.313 3b.$)- Mg:d.OS= M„22.0 (P3J I(,.2xx.3 t3 36.41 )- Mg•.8, 1S =M, 2 S. 3 Product Approval Mf 2. 9 . 3 Product Approval Mf Z 9 • 3 Product Approval Mf 2 l . (2) X &r P,147 Method 2 "Simplified Tile Calculations Per 'Bible Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf M, required Moment Resistance* Mean Roof Height -' Roof Slope ,I, 15' 2 :12 34.4 3 :12 32.2 20' 25' Po It, 'foil.+. 30' 40' 36 6 38.2 34.4 36.0 39.7 42.2 37.4 39.8 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values forF with the values for Fr. If the F'values are greater than or equal to the Fr values. for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (Pt: x L = x w: = - W: x cos d = Fri Product Approval F (P2: x L x w: _ - W: x cos B = Fr2 Product Approval F (P3: x L = x w: = ) - W: x cos d = F z Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier 2 Product Approval Restoring Moment due to Gravity Ma Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Ma Calculated Minimum Apartment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval The Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE — BUILDING Mlarni Shores Village Building Department 10050 N.E2nd Avenue Miami (305) 705.2204 Florida 33138 FaX (303) 758.8972 OWNERS'S AFFIDAVIT OF g P�Iat� ROOF To WALL CONCTIOM HURRICANE MITIGAT m Rom FOR came SITE- BUILT TOO LE FAMILY RESIDENTIAL STRUCTURES PERSUANTTO SECTION 553.844F . To Miami adores V3iarae Building Department 10050 NE 2rd Ave Miami Shores, FI 331 Re: Owners Name: Property Address: Roams Permit Number. Dear Build' Official: ! ![ vPr) J 4,1, artily that i am not moulted tojreirofit the root to wail oonnactiOns of my Date: x,1'1 G �r,:aGVi, i 3 f3 building bemuse. Q Thal stvatuatioa for tie structure for purpose of ad valorem taxation is legato mom. Please attach proof of ad valon3111 taxation. The building vas construoted in compliance witi the. f provisions of the Florida Bing Code (FBC) or with the provisions of 1994 edtion of the South Florida Wising Cods (1994 SFBG) State of Mende County of Dade The u er&igned, being the first duly an Swam to and Subscribed before me he Notary Pubic, Sate of Florida at Large day id °% Notary Public - tide of Florida My. Comm. Expires:Aug 28, 2014 above property mentiori. • Man iWejuslvdu oIIOrthastucbrake of s spat faOra6tstiAn :<r. tent aid the Marlow not torithucled ValRiCnors194b SRC. Then you MUM pt asahad %esittolen tang Gonad Olgdt totta8 Rollo VteAAc a :Hard ane MOW= RBUbellan5f2112O00 semi R4141113 tri 1 VELOCtTT HUMANE was - REt2t IREO • : _; = " NOTIFICATION FOR ROOFING COMMA R4402.13A Sire. As it pertains to the sue, it is the wit the required roofing permit, arid to explain to ttte owner the, M402 govern the minimum rwuirerra rats end sfertdatds of the Additonsily, the blowing item; shoo be used ae part 4 contractor. The owner's initial in the designated space indica* t, _ h the Win* providing tat the roof system mesa: The wring tealstarroe &emetics (appearance)aie testa consideraibn ri -- such as coin or ar utat appearance, that are not pail the agreement t the ewerr ad the contractor. 2.,r e erg wood desks: When renlado0 reneged in with the current eons of to retneVing the existing roof system). 3..: 7f .i''?--Coratnoa roofs; Comm roofs are those units Q.e., tovnihouses, condominium', ;AO In but dirt9s owner should nay the =made of aditloot WO O 4.x C O beam will be below. The outer to militate penetra n of the undevide of the deeming n a not be B. 14, __Pending water The went n3of system an cause water to pond ( in low-tying weals of distress and may require the review of a profession expeoWnoy and performance s� Pounding sonde filar s � system Uty of row contractor to provide the our ntont dale section. The provisiore of Section ustry for roofing system insisildons. agreement beaten the owner antthe at the hem has been .explained. vitals of Section R44,42 we for wad performance rd o leStieS a to rasoff zoning code, should be addressed the existing wood roof deck may have to be R4403. (The rocfdeck mushy concealed :odor have no visible delineation between n &obboleg common roods, the rooting cordr tobeperfoone4• are'where the underside or the roof decking can amoral appearance', *Ware, r nal This provides t .•., .: mat the rut- deck of the building may not doith wall and may root e cogcafitione may not be evident until the d be oorrected. that rainwater tows off so that the rots is not oter roof rreceseary to install ion may overflew scuppers and 84413. someabitity to vent natural Mow through the . rit of n shell riot be d i n g t h e ce life t e 1.�Overflow out ) it is ram a bulb* of water. Perime vmfi. overflow not provided. it may the tSections R4402. R 7. X fllatioe, Most roof des should or of the stnxrrure a building its. Ths reduced. ft may be bend to consider additonai roof. rlAgsnf$ Simians Rid on 71912008L0 0-Ake auk_ 1/ ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 4402.14 HIGH - VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4.5,6.7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 1,2,3,4,5,6,7 Metal Roofs A,B,D Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 1,2,3,4,5,6,7 Other As Applicable ENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing /Calculation Documentation FLORIDA BUILDING CODE — BUILDING AA f� MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) .PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAIYII -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 03- 0501.05 and consists of pages 1 thro rgh 19. The submitted documentation was reviewed by Jorge L. Acebo. (!) NOA No.: 01-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 Deck Type 1: Wood, Non- insulated Deck Description: 19/32„ or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based Underlayment or SecurockTM. GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT+4 Eliminator"( Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- WeldTM Smooth or RUBEROID® Heat- WeIdTM 25 base sheet mechanically fastened to deck as described below;, Fasten ing Options:. GAFGLAS® Ply 4, GAFGLAS® Flex PIym 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. ( Maximum Design Pressure —45 psf, See General Limitadon #7) GAFGLAS® Ply 4, GAFGLAS ®Flex P1ym 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, 1114 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. 5r Se ,,�:.��1 GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLA #80ULTIMATM, RUBEROID 20, ` UB OID ° op moo base sheet attached to deck with approved PA" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -Teem #12 standard, #14 or # 15 Screws and 3" Drill-Teem steel plate or Drill -TeeTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and,3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Data 03/20/08 Page 17 of 19 Ply Sheet: Cap Sheet: Surfacing: GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -Teo #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill TecT' AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. , One or more plies of GAFGLAS® PLY 4, #80 ULTIMA, RUBEROID® MOP !s_ (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapT' Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbssq. (Optional, required if RUBEROID® MOP Smooth or RUBEROID" 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs.sq. respectively in a flood coat of approved asphalt at 60 Ibs. /sq. or applied in a flood coat of Leak Buster= Matrix= 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 Ibs. /sq. 3. Leak Buster= MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 galisq. 4. Leak Buster"' MatrixTM 715 , Leak Buster= Matrix"' 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofmg Membrane, applied at 1 to 1.5 galfsq. 5. Leak Buster"' Matrix"' 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 galfsq. 6. TOPCOAT° Surface Seal, TOPCOAT Fireshield® SB Solvent based Elastomeric Roofmg Membrane applied at Ito 1.5 galisq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's Specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above t ilt.,IwiL.LIKI i1:ii► APPROVED! NOA No.: 09- 1219.09 Expiration Date: 11/04/13 Approval Date: 03t20/08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex P1yTM 6 when used as a mechanically fastened base or anchor t sheet. 2. Minimum 1/4" Dens Deck"' or %z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first Layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbsisq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o,c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lb£ insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07- 1219.09 Expiration Date: 11104/13 Approval Date: 03/20/08 Page 19 of 19 TGFU.R1306 - Roofing Systems Page 2of52 The use of gypsum board under any of the following Class A, 13 or C systems does not adversely effect the rating. The use of n -In. minimum thick gypsum board Is an acceptable alternate for minimum Insulation over C -IS/32 thick roof decks. The use of polystyrene Insulation board between minimum. 3 -in. thick perllte board and deck with rosin paper (perilte(rostn paper /polystyrene /aerttte) is a suitable alternate for polyls.ocyanurate board in the following Ctass A, B or C systems. "EnergyGuard RA" or 'Tapered EnergyGuard RA" or "ynergyGuard Composite RA" may be substituted for any Atlas polyisacYanurate Insulation in any of the fatlowtngclasslfIC Bons. Trumbull "Perma Mop " - may be utilized with any of the following "Asphalt Felt.Systems with Not ROOfing Asphalt ". "GAFGLAS4+ #80 Premium Base Sheet° may be used in any of the following systems. "GAFGLASc. Flex Ply 6° and 'Tel-PITS. Ultra - Flexible Ply 6" are suitable alternates to "GAFGt.A.S4. Pty 6 " "GAF TEMP Permallte Recover Board" may be used In Ilea deny perllte Insulation In any of the hailer/Mg NC Classifications. unless otherwise indicated, any of the °Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield t48" at 2,4 to 3- gal(lOO- R.2. "RUberold* Dual Smooth" may he used as an alternate to "Ruberoid:.a;. Mop Smooth" or "Ruberold:s: 20" or "Rtiberokll+ 20 HT" "Ruberoldn: Mop Smooth 1.5" may he used asan alternate to °Ruberold, "w,: Mop Smooth' Class A,B and C. Hot roofing asphalt, for use with orgarrtc and glass felts or modified biturrarr membranes. "-Ruberotd:n Heat Weld° SB.S roofing membrane may be used In lieu of "Ruberoldt Mop" 585 products in any applicable Ctassriicatton. Class A 1, Deck:. C -15/32 Incline: 3 Insulation (Optional):. — One or more layers perllte or wood fiber or glass fiber or polylsocyanurate or urethane or to or phenolic, any thickness. perllte /potytsocyanurate composite or peritte} urethane composite or wood flberfpolyls:ryanurate composite ph Ply Sheet: - -Three or more plies Type G3 or "GAFGLASF Ply 4" or "Trl- Ply.'. Ply 4" or "GAFGIAS?: Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or snore. layers perllte or wood fiber or glass fiber or polyLsocyanurate or urethane or perhte /gnlytsocyanurate composite or perttte /urethane composite or wood fiberfpnlylsocyanurate composte or phenolic, any thickness. Ply Sheet: — Three or more piles Type GI or "GAFGLAS:a0 Pty 4" or "Trl- Pty'•. Ply 4" or "GAFGLAS I:- Ply 6 ". Gap Sheet: -- One ply Type G3 "GAFGGLAS , Mineral Surfaced Cap Sheet" or'Tri- Rty:a: Mineral Surfaced Can Sheet " or "GAFGLAS ': EnergyCap "' 7' SUR Mineral Surfaced Cap Sheet.' 3. Deck: NC Incline; 2 InSUlation (Optional); — One is MGM layers perilte, wood fiber, glass fiber, polyisoeyanurate, urethane. peiittelpolylsolyanurate composite, pertlte /urethane composite, wood fiber /poiylsecyanurate cornposlte, phenolic, 2 -in. maximum. Ply Sheet: — Two rx more pees Type.G1 "GAFGtAS r: Ply 4 ", "Trl-Ply :o Ply 4° or "GAFGLASb: Ply 6 ". Cap Sheet; -- One ply Type G3 "GAFGLASa- Mineral Surfaced Cap Sheet" or "Trl-Ply:r' :.Mineral Surfaced Cap Sheet" or'GAPGI.AS,ft: EnergyCap "" BUR Mineral Surfaced Cap Sheet." 4. Deck: C -13/32 Incline' 1 Slip Sheet (Optional); — Red rosin paper, nailed to deck. Insulation (optional); — My thICkhess perllte or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with 014G ittc. "OlyBOnd Fastening System" or any UL Classified Insulation adhesive. Base Sheet: — One ply Type G2 °GAFGIASct 475 Base Sheet" or .# 75 Base Sheet" (may he Palled). Ply Sheet: — One or more pries Type G1 "GAFG1AS ,-. Ply 4° or "Trl- Pty;a: Ply 4" or GAFGI.AS:Fk Ply 6'. Cap Sheet: — One .ply Type G3 "GAFGLAS ? Mineral Surfaced Cap Sheet° or "Tri-Phor Mineral Surfaced Cap Sheet" or "GAFGLAS;a: Energyeap„' ISURMineral Surfaced Cap Sheet." Surfacing (optional): — °COPCOATI EnergyCote' "" applied at a rate of 2 -gal /100 -02. mhonl: file:// CAUsersRussell4Desktop \Roofing■TGFt , R1306 - Roofing Systems. nht 2/14/2011 MIAMI COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gav/buildine/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)- This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® A11160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOM 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Polypro Foampro ProPack AH160 0 Dimensions Test Specifications N/A TAS 101 RTF1000 N/A 30 &100 N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property. Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbsJft.9 18 PS1 Parallel to rise 12 PS1 Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change ® -40° F., 2 weeks +6.0% Volume Change @158 °F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Test Identifier Test NamelReuort Date #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1) ASTM E 84 01 /16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Ceiotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS IOl 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro() AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro+q AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. t— F _W ,2 MS I APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH 160 roof the adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro (t dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro+.? AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypron AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro0 AH160 has been dispensed, 9. Polypro® A11160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 3' N/A Flat, Low, High Profiles 24 N/A Flat, Low, High Profiles 8 LABELING: All Polypro '? AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. Co APPROVED NOA No.: 11 -0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1)Ftao° ghedheetietoediteve17to2 �appk steep plhdt epppca6ons square ethos In coated with the pea file �To1In.Fromortelde � �oTTke.1�lo. Theo install Mao. EMI corn only: Keep adhesive approx. 414. op irmuueephdes Re IOppaAlo11 otl�eava ono cover tlm. AbuttOseaand woo 01 pat its. Eno era solar pan odour WOFre flush oleatollna. Fava closure (mode shorn) NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nan through plastic cement Paddy (between tile) Paddy (under tie) Single paddy 1F x In. under the x31n. dingle paddy on under - layman Slagle paddy on top of file Coarse In. X7 In. medium site paddyeave Fascia course only Nall through plastic cement Underlaymant Slagle paddy under tile Single paddy between file 2 In. x7 In. medium site paddy nave course only 19441n.x 81ngle 41n. paddyon under- !Willard Single paddy on top of Ma Save Musa Faacts Weephola Eave closes Drip edge 8ingla paddy between the P-telln,,x 3 In. Simla paddy onunderlayment Single paddy on top of the Ears Couto Esc/e0 2 In. x71n.means el paddy mare course only Fascia END OF THIS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 Page 7 of 7 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MonierLifetile, LLC 200 Story Road Lake Wales, FL 33853 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Barcelona 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement; "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by 3 ' e L. Ace NOA No.: 07 -0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing High Profile Roofing Tiles Concrete SCOPE: This new NOA approves a system using MonierLifetile Barcelona 900 Concrete Roof Tile, as manufactured MonierLifetile LLC and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION: Manufact Appliaured cnt by MonierLifetile LLC Barcelona 900 Trim Pieces Dimensions 1= 17" w = 13" Vz" thick 1= varies w = varies varying thickness SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. Test Specifications TAS 112 TAS 112 Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II P0402 Letter Dated Aug. 1, 1994 P0631 -01 IC- 1320 -94 25- 7688 -3 25- 7688 -10 Product Description High profile, interlocking, one - piece, 'S' shaped, high-pressure extruded concrete roof tile equipped with three nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, Boosted Barcelona, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Wind Tunnel Testing Dec. 1991 PA 108(Nail -On) Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Physical Properties Feb. 1995 PA 112 PA 101 (Adhesive Set) June 1996 PA 101 (Mortar Set) July 1996 NOA No.: 07-0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 2 of 6 • Test A2eney The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers LIMITATIONS: Test Identifier 25- 7688 -5 25-7688-4 520111 -3 520191 -2 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations 122 Test Name/Report Static Uplift Testing PA 102 (3" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Clips) Static Uplift Testing PA 101 Aerodynamic Multiplier Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25 -7804-4 & 5 25- 7848 -6 Restoring Moments Due to Gravity TAS 112 Date June 1996 June 1996 Dec. 1998 March 1999 March 1999 April 1999 March 1995 February 1996 April 1996 December 1996 February 2007 January 2007 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3. Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 5. 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 6. This acceptance is for wood deck applications Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofmg Application Standard RAS 118, RAS 119, and RAS 120. 2. Data For Attachment Calculations NOA No.: 07- 022104 Expiration Date: 04t26/12 Approval Date: 04/26/07 Page 3 of 6 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) MonierLifetile Barcelona 900 11.5 1.417 1.08 Table 3: - o n s Moments aue to (amyl - m Table 2: Aerodynamic Multipliers - x. fe) Tile Profile 2 ":12" A. (ft3) X, (ft3) Batten Application Irect Deck Application MonierLifetile Barcelona 900 0.289 0.313 / Table 3: - o n s Moments aue to (amyl - m 't-111I Tile Profile 2 ":12" 3"• 2" 4 ":12" 5 ":12" 6 ":12" 7 ":12" greater Battens or Direct Deck Barcelona 900 Battens Direct Deck Batte s Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.28 8.13 7.21 8.05 7.10 7.93 6.96 7.78 6.79 7.61 6.61 7.40 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min.19 /32" plywood) Battens Barcelona 900 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 . #8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 4 of 6 Table 5: Attachment Resistance Expressed as a Moment for Two Pa Adhesive Set stems Mfe Fliagill ilmir, A IIIIIIIMMIWAIIII Tile Profile Tile Application Adhesive MonierLifetile Barcelona 900 come• ' t a • . royal for installation • uirements. , - _ �.T_*' _ - i • ht per r - �� 10 7 • rems. Poi •am Pradu Incy, = - _ • 24.55 5. Tile -Tite Roof Tile Mortar Table 5 : c ment Resistance Expressed as a Moment - Mt (ft-Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Profile MonierLifetile Barcelona 900 Polyfoam PolyProTM' Pol oam Po Pro 3 Large p ddvplacement of 6 s-ofRaluEroTM. Medium paddy placement of 24grams of PolyProTM. Minimum Attachment Resistance 3 38. Table 5B: Attachment Resistance Expressed as a for Mortar Set Systems Moment - Mt(ft-Ibf) Tile Profile Tile Application Attachment Resistance MonierLifetile Barcelona 900 Mortar Set' 24.55 5. Tile -Tite Roof Tile Mortar LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". MoNIERLIFET1L} LLC, BARCELONA 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07 -0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 5 of 6 PROFILE DRAWING NAIL HOLES MONIERLIFETILE BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07- 0220.04 Expiration Date: 04/26 /12 Approval Date: 04/26/07 Page 6 of 6