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RF-06-2472Inspection Worksheet Miami Shores Village � 10050 N.E. 2nd Avenue Miami Shores, FL (! ®�`S l 3 Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -28718 Scheduled Inspection Date: November 08, 2013 Inspector: Rodriguez, Jorge Owner: RESPONDEK, CAROL Job Address: 1162 NE 105 Street Miami Shores, FL Project: <NONE> Permit Number: RF -10 -06 -2472 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1122320280150 Contractor: MURPHY ROOFS Phone: (305) 892 -1700 rswlaing uepanment comments ADDITION ROOF PERMIT 05/29/2013 - EXPIRATION EXTENDED AS PER LAST APPROVED INSP. Passed IN— Inspector Comments Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 07, 2013 For Inspections please call: (305)762.4949 Page 33 of 33 ., t� ,,� � • Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section D (Steep Sloped Roof System) Roof System Manufacturer. Notice of Acceptance Number. - t Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1• 7 P2:C77P3: Maximum Design Wind Pressures, (From the PCA Specific system): Sloped System Description ••••• Roof i109. � i• �� • • • • • Rodt h1eaR Height •% • • • •. Ridge )(entilation: • • • • • Meeo;%T.Tile AttAchmenL Alts a18lile Attachment Method: 191P Spacing for Metal Roof Panels Field: Perimeters: _., f Comers: l - - - _1 Perimeter Width: F7___.I Page 4 Deck Type: 5/8" Plywood ';r Alternate Deck Type: X to -� Underiayment type: Insulation/Fire Barrier Board: optional Nallabie Substrate: Fasteners: Cap Sheet Tvoe/Adhesive Type: I —'9 L , ,uuT uoveHngd Roof Covering Attachment Method:" Drip Edge Size & Gauge 'face 26 ga. Drip Edge Material Type: G81VInI2et M@tal Drip Edge Fastener Type: Hook Strip /Cleat ga. or weight: Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based file systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: x A f` - Mg: �7_37 = Mr1: NOA Mf: �? P 2: °l x A ` ' - Mg: ' ° = Mr1: NOA Mf: ` r P 3: `� x A ' ° - Mg: ' ` t = Mr1: NOA Mf: Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: NOA Mf: Mr Required Moment Resistance* Mean Roof Height in Feet 15' 20' 25' 30' 40' Roof Slope 1 l 1 1 l 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 .31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 • ••...• *This Table must be used In conjunction with a list of moment based VIP) systems endorsed by the Broward county Board of Rules and Appeals. Page 5 .••+ •ale ••�•• •••.ft _0 . _000.00 646..o •. •.- ...•.. 0000..- 0 • • • . ••00•• •• • • • 0000.• -.• .• -• 010.0 - • •• • .! • *This Table must be used In conjunction with a list of moment based VIP) systems endorsed by the Broward county Board of Rules and Appeals. Page 5 • Roof-System 11 a] Jmum Deem Pressure (From the NOA specific systeml: -_ Method of file aftachnmt: P `, _ Dock . • Ropf 81ap�. - - - -- SUM • • e• • .. • .. . • .••i . . •• . '• • 0 •• • •. •• i t Raof HWgft A (I. W DOI 3� Type & d7 c - 'W� �, a. > P D ROOFING ASSEMBLY APPROVAI, Category: Roofing Sub - Category: High Profile Roofing Tiles msterialt Concrete I. SCOPE This renews s system using Monier L�fetile Mission .S' arid: Espana',°"' Missi+�n Concrete Roof Tile. as manufactxtred Monier Lifetile LLC, and described in Section 2 of this Notice of Accepume. For locations where the pressure requirements, asdeterrnirerd by applicable Building Code does not exceed the design pressure values obtained by ca1^ulations in compliance with R.AS 127 using the values listed in section 4 hernia. The altachriwnt calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION ManafactwULOA ky Test Product Applicant DiMC1418 s Sp cc ifkatio� 2 k9crlttti6 ta Monier Lifetilc LLC 1= i6' /s" PA 112 YAiah Profi:e, interlocking, nose- piece. S, Mission 'S' Tile w– 13" shaped. high- pressure extruded concrete "mot 'A" thick tilt equipped with two nail holm fox direct deck or battened nail -on, mortar set or adhesive set applications. Monier Liktile LLC L— 17" P!► 112 High profile, interlocking. one - piece, `S'. Esparta Mission Tile W — 12'/$" sha;KA. high- pressure c tru4ed concrete roof W thick tilt: equipped Witt% two nail holes. For direct deck or Inhered inail-0n, rror t' Vic$ en . •,... adhesive sec appikatwo. • • 0 Trim Pieces I = varies Psi 112 0 0 0 Accessory ttirtt. VV IS toof�p�''fvr usS.. .. W varies at hips, rakt:s, fiftn 3WO Valley tgWiF'O0O s varying thickness 000.. yianufactured for swaktile pr0Foieo � 0 • 0000 0000 ... *. 2.1 StlBtAjMV EVIDENCE: Test Agency Test Identifier o Teat &W —JURU& A •• Redland Technologies 7161 -03 • • • 00 0000.. Static Uplift Ttst* 4W. 1991 �,• • •, Appendix T11 l A 102 & PAU441 ; • • • • • Redland Technologies 7161 -03 Wind TunnelTestinit; �•L4c!199t App+ctuiix 11 PA i8$(1NOi On; . Redland T'eOnoiogm; P0402 Withdrawal Resit;U.v-^ C @pt. 1903 Testing of.5ct?tW' smooth shorn nari9 , Redland Technologies letter Dated Aug. 1, Wind Tunnel Testing A;;g. iV;4 1994 ' PA 108 (Nsi.-ih.) Re6and Techrolo ies P0631 -01 Wind Tunnel Testiry Ivoy 1994 PA 109 (Moc+ar Set) NOA No. 02- 1203.04 gxpimtIon i3..*w.12116101 Approval Date; o lf3 Jet -8 -1499 rPT c_t4:04PM ID- FPAGE:2 0000 • 0000 0000 .0000 rest st A. e ac v Frotcssianal Service Industncs, Inc. The Canter for Applied Engineering. Inc. I'M Center for Applied Engme ertrtg. Inc. She Ccwox for AppheJ Engineering, lnc. t,:clotcx Corporation Tcstft Services Walker Engineering. ". Walk= ftincering. Inc. Walker Engineering, Inc Walker Engineering. Inc. Walker Engineering, Inc. Walker Engineering, Inc. ;rest ldeatitwx [C- 1320 -94 15-7689-3 25- 7699 -10 25. 7688 -5 25.1688-4 520111.3 520191-2-1 Calculations Calculations E,valux; an Calcvla:lu"S Evaluation Calculations Evaluation Calculations Evaluation Calculations iq Y &tttcr'Rc(7ort Physical Properties PA 112 Sortie Uplift Testing PA lot (Adhesivc Set) PA 101 (Mortar Sot) Static Uplift Testing PA 102 (3- Headhtp. Nails. Direst Dock, New Conswucuon)0 Static Uplift Testing PA 102 (4" Head*. Nails, Clips) Static Uplift Testing PA 101 AaroJyaarnic Multiplier Two Patty Adhesive Set System 25 -7 t 83 25 -7094 2S 7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 D.. ate Feb. 199, June 1996 July 1996 June 1996 Lunt 1996 Dec :998 March 1999 March 1999 April t999 March 1995 February 1996 April 1996 ©cccmber 1994 Z /J `. NOA No.: of -t 405.04 gxpimtioa Dates i?jx&07 two;- 61162J03 -rage 3 of 6 0.00•• 3' •'C•[M11TA'ilU1�S � 0000 0000•• ' • •''3! t Fire classtficauan m not part of this acceptance. .... •....' For maRar or adtrtlesiva set tik applications, a static ftctd uplift test shall be pzrlcat-tnc �n '...1.� with RAS 106. • •• "" �i3 accordance Applicant shall retain the services of a iviiarrti -Dade County Certified Laboratory to perform •� "•„•• quarterly test in aeeo"�ance with TAS 112, appendix 'A'. Such testing shall be *0 • • • • : ' the Building Code Ctxingliance Office for review. I , ' • • • •' • 3� Minittwra undaiayunat shall be in cartrpiiamc with the Vl?licabie R60fing 401catiotis • • • • • • • Standards listed section 4.1 herein 3.5 30190 hot d undertaymcnt applications may be insetted perprM< ruler to the (00f s opc unless stated otherwise by the ttrtdttlaytnent rnatcdal m=facturert ;rjMishcd iiterat4rc- 3.6 This acceptance is for wood deck applications. Minimum deck r e ta:►tmeau shall lac in cotopitance with applicabae building code. Z /J `. NOA No.: of -t 405.04 gxpimtioa Dates i?jx&07 two;- 61162J03 -rage 3 of 6 Tale S: �7tle Attachment Resistance Expressed as a Moment M{ (ft -ibf)- for Two P Adheshfe Set 5 ems Tits 711s Application Minimum Attachment Prattle Monier L etile Mission Resistance V. Adhesive 29.E EWOna"4 Mission Tde TM i+ "on TVs 1 Se$ mamftC1 res lip iRFW1 �. Z Flekbe Products nd Awe weight Per try 14.7 grams. 6 Table SA: trient Resistance Expressed as a Moment - Mt (ft-lbQ for Si le P Adhesive Set S temst Tits Tile Application Minimum Attachment Ptaftle Resistance Monnisr Ueft Mixon W. - . _ . _ _ ,p _ . _ TM i+ "on TVs P rn P rdw - 3 geddy � Amt a Table 58: Attstchme"t Resistance Expressed as a Moment • Mt (ftdbo for Mortar set s terns Til® .rde Attachment Profile Monier Ivatiie Misslon V Apalfcation Resistance Master so EsPa1a Mission TVs 24.8 5 Tit Mgm wrw S• LABELING • .. • All tiles shall bm the ' t or i�tj"c •' • • • • mc�rcint crrarlcict� of tht'matwfsu�i'.r�i�s rwntr� � 14%P. Or....:. fOW*ing fi t: - Miami &* CQ=tr Prod =t Control Approvgr. :.. . • 6. BUILDING PERMIT REQUIREM1ENYi" *000 • • • • • • • • • 6.2 Application forbut t •••• •••• ••••• 6B+t$ pt�etru shall be a�ce�traF�nied by copicsAf t�p..iallawing: . • : • •' C L I This Notice of A�e. ..' .. • ' ..' .: ...... C1.2 Any outer documents required by she Building Offciat jr#V oaple bu ftlng code in otdex to prapery cvaluste the insta2tati r � yr. ...: i . , .•!*., . • • . c .. .. • < a •� QA No..: 02-1 24 f'.�ay{Yy�( '.+K•Lw.. �_....•.4:::'..rR= ^.lr':.. . ✓ .\1 � a...::3' :...:. ..L''.-s .7 i(6 •� }•.� .. .. ij JHN -a -xVt;PV t-KI l3q. ID: 4. [YSTALLATior4 . 4.1 Monier Lifetile Mission '5' and Fspanatm M4sion Concrete Roof Tate and its components 119. ru installed in strict compliance with Roofing Application Standard RAS 118. RAS l l9, and RAS t�0. 4.2 Data For Attachment Calcwa6ons Table 1: Average Weight (IM and dimensions (i x W) Tile Profile Weight W (ibQ Lengffi4 (ft) width -w (!t) Monies t.i elle Mission 'S' 9.1 1.38 1.08 Esp"wMssion 11e 9.79 1.d2 1.03 Tile - Profile Monier Liletile Mission -V WW Espana MWWM r arms Multi lip iers - Jl ft'` X( Batton liCation Direct Dee Table 4.,' Atta "Ont Reslstence Expressed as a Moment • M, (ft -ibf) for Nall -On S ems . Tile Profits Fastener Type Dk*Ct Deck Direct Deck Battens (min 15W' (min. 191320 plywood) plywood) Monier 2 -10d Shards Nails 28.8 412 • 9.4 1 -106 ScngoNt Or Sstaew Sl�c Nall 5.1 2,8 = a i4is�sa� 2 -10d EM-02t or Shank lWil 6.9 • • • 9.2 • • • I.8 i .;1r8 StxaHt .T • • .9 18.1. Z , $CNOMts 43:3. cow 29.8 • 1 -1Qd or Sl►ank l 23.1 1 . 1�.0 •••• .•. 1 -10d SrM OOM +or SWW St+w*. Nd 29.3 -7--%.0 .. .: • i 2 -10d Smoom or &mw- shw* tVa98 7r 6 0 4 . 0 ' • y� b • 21tha Sntcmm or Strvdc t+i�s 38.i Ed4e d6j • w,t•,, ... • w • .,�,. .:� . {r:. •. � �� u �: 'j � '. ' -.•i; : , �:' :•' -. ;,�a> %�r •-. :. ' •'t' �•.: • , • NQ�1 Plot 82�f Z9�.A4 '+�.'+•.. �.' ..n • e ..�:.: vjr"•...ip+�' ;$'�eit.: ' :y '•'7•.+t" b. •'a'' .. .. �q„� �.l 1, /1AI-!•- A Table 3: Reston ng Moments d due to Gra - - m6 ft ib TOO 3 3 °:12" a°':1 S S":t2" H H ";12 ".. T T":12" of Profile r Monier l,.Feft reater Mission a v v�fiF • N .49 8. 7 Nck T.1d 7.82 I Tile T 4.,' Atta "Ont Reslstence Expressed as a Moment • M, (ft -ibf) for Nall -On S ems . Tile Profits Fastener Type Dk*Ct Deck Direct Deck Battens (min 15W' (min. 191320 plywood) plywood) Monier 2 -10d Shards Nails 28.8 412 • 9.4 1 -106 ScngoNt Or Sstaew Sl�c Nall 5.1 2,8 = a i4is�sa� 2 -10d EM-02t or Shank lWil 6.9 • • • 9.2 • • • I.8 i .;1r8 StxaHt .T • • .9 18.1. Z , $CNOMts 43:3. cow 29.8 • 1 -1Qd or Sl►ank l 23.1 1 . 1�.0 •••• .•. 1 -10d SrM OOM +or SWW St+w*. Nd 29.3 -7--%.0 .. .: • i 2 -10d Smoom or &mw- shw* tVa98 7r 6 0 4 . 0 ' • y� b • 21tha Sntcmm or Strvdc t+i�s 38.i Ed4e d6j • w,t•,, ... • w • .,�,. .:� . {r:. •. � �� u �: 'j � '. ' -.•i; : , �:' :•' -. ;,�a> %�r •-. :. ' •'t' �•.: • , • NQ�1 Plot 82�f Z9�.A4 '+�.'+•.. �.' ..n • e ..�:.: vjr"•...ip+�' ;$'�eit.: ' :y '•'7•.+t" b. •'a'' .. .. �q„� �.l 1, /1AI-!•- A • w • .,�,. .:� . {r:. •. � �� u �: 'j � '. ' -.•i; : , �:' :•' -. ;,�a> %�r •-. :. ' •'t' �•.: • , • NQ�1 Plot 82�f Z9�.A4 '+�.'+•.. �.' ..n • e ..�:.: vjr"•...ip+�' ;$'�eit.: ' :y '•'7•.+t" b. •'a'' .. .. �q„� �.l 1, /1AI-!•- A CITY. kSEP 0 6 2006 S IO 2 Y: aijjG; ._........ HIGH VELOCITY HURRICANE ZONES TIFICATION FOR RO CO ID ° zff 1524.1 As it pertains to this section, it is the respo ibih of roof contractor to provide the owner with the. required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. A e Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. A2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring 'ts i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be ewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may c e water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of stru$tural distress and may require the review of a professional structural engineer. Pondin4 may.shortetn the life expectancy and performance of the new roofing system. Ponding conditions may nod b e*vident'u�n�•the original roofing system is removed. Ponding conditions should be corrected. e t • : • e • • .6. Overflow scuppers (wall outlets): It is required that rainwater flow off Sq .Uf the rbot"$ot overloaded from a build up of water. Perimeter /edge walls or other roof extensions mayeb"this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install.ovorf%w scupg-vmin accordance with the Florida Building Code, Plumbing. • • • • • • A_7. Ventilation: Most roof structures should have some ability to vent naft*' 4A& thrfil'p the interior of the structural assembly (the building itself). The existing amount of attic veintiadon shate&' •be reduced. It may be beneficial to consider additional venting which can result in extending it q service lie bfl�e roof. ` Owner's / is Sip9fture Date ctor's Signit'ure , QV)W mmte and SetliupkdenwmAL d SefUngATemplTmpm y IntmuM FHeW..t®LIESWKL6AI+TIISECPI0N 1524111A. Sete% S*S**a t e •See• •te Set :owe*: NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of con: <truction materials. The documcrttation submitted has been reviewed by the BCCO and accepted by the Buildin.... 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 BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or matcrial 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 n ;c of such product-or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 I-1 i gh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL , of this NOA shall be considered. after a renewal application has been filed and there has been no change in tht, 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 cbSuge 6 the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an et:loi ic'ment of an•}+ • product, for sales, advertising or any other purposes shall automatically terminate this NO.It.•!,aiiure toco�yp�l9 ••••;• with any section of this NOA shall be cause for termination and removal of NOA. *00:06 • •••• • • ADVERTISEMENT: The .NOA number preceded by the words Miami -Dade County, fj��,le�2t, and fg•ljgtg••• dd by •.... the expiration date maybe displayed in advertising literature. If any portion of the NOA y!6 "Vjayed, then it *hall • • % • • • be done in its entirety. • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer nr its distobatoT • • • • • •. and shall be available for inspection at the job site at the request of the Building Official. • e. • • •• ;.,,'.;' This NOA rcuews NOA No.01- 0521.02 and consists of pages 1 through 7 • • • The submitted documentation was reviewed by J rge L. Acebo. p ' NOA No.: 06- 0201.02 Expiration Date: 05110%11 " 9t Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Catego ry: Roofimg Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro(R) A11160 as manufactured by Polyfoam Products, Inc. as descrioed in Section 2 of this Nurice of Acceptance. For the locations where the design pressure requirement:;, :; determined by applicable building code, does not exceed the design pressure values obtained by calc.] (ai i' uis in compliance with Roofing Application Standard RAS 127, for use with approved flat, lost . and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are clone as a moment based system for single patty placement, and as an uplift based system for donl.-,lo patty systems PROD L' CTS MANUFACTURED BY APPLICANT: Product Dimensions Polypro'@ AH160 N/A FoamproO RTF1000 N/A ProPack0 30 & 100 N/A Test Product Description Specifications TAS 101 Two component polyurethane foam adhesive Dispensing Equiptnew PRODUCTS MANUFACTURED BY OTHERS: Dispensing Equipment Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a curien NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Test Results: .'. ' • Density ASTM D 1622 1.61bs. /ft.3 , • • r. • r...' ....:. Compre,sive Strength ASTM D 1621 18 PSI Parallel to rise ...:.. • • 12 PSI Perpendicular to rise •r.. .••• • • Tensile Strength ASTM D 1623 28 PSI Parallel to rise �•.••• �••••� ••••• Water Absorption ASTM D 2127 0.08 Lbs./Ft2 060009 • Moisture Vapor Transmission ASTM E 96 3.1 Perm/ Inch • • Dimensional Stability ASTM D 2126 +0.07% Volume Change to fi' :',;l vreeks •. +6.0% Volume Change a051;"l.; IWOK .�•�`•, •����� Humidity, 2 weeks �' . • • • • : • * • • Closed Cell Content ASTM D 2856 86% • Note: The physical properties listed above are presented as typical average values ati ; determingd by accepted ASTM test methods. and are subject to normal manufacturing r icriation. NOA No.: 06- 0201.62 Expiration Date: 05 /10 /11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 257818 -IPA TAS 101 12/16/96 528454 -10 -1 25- 7438 -3 SSTD 11 -93 10/25/95 520109 -2 25- 7438 -4 520109 -3 520109 -6 25- 7438 -7 SSTD 11 -93 11/02/95 520191 -1 TAS 101 03/02/99 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[i] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex 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 101 03/02/99 520109 -2 -1 0000.. LIMITATIONS: • •••••• 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile ikAt,i 4bly fburim% •. rating. ••• :•• •••• 0000.. 000000 • . • 0000... 2. Po lypro® AE 160 shall solely be used with flat, low, & high the profiles. . • • • • • 000 • • • • • 0000 0000 0000• • 3. Minimum underla ment shall be in compliance with the Roofing Application Sti l•l c t:• i;R AS �• 0 '' • • • • • 0000.. . 4. Roof Tile manufactures acquiring acceptance for the use of Polyprog AH160 ro :f 01 . • . • • •:: .3dhesiva4it their tile assemblies shall test in accordance with TAS 101. ., 0000 • • • • • ti 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile+ ; ulhesive V ft their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modltic -0 herein. 12 F'= MS i NO t No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 maybe used with any roof tile assembly having a current NO. -, t hat lists uplift resistance values with the use of Polypro® AH 160, 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 adhesk L7 iot .ichment with the use of Polypro® AH160 shall provide sufficient attachment resistance, esprc -.c 1 ns an uplift based system, to meet or exceed the uplift resistance determined in compliance %vi t h Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof the assembly NO 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polyprott Al 1160 Operating histruction and Maintenance Booklet. 4. htstallation must be by a Factory Trained 'Qua lified 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® dispensing equipment is required before application o l any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): l.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds por file 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. PulyproO 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 - tr;initcs after P, >lypro® AH160 has been dispensed. 9. PolyproO AR160 placement and minimum patty weight shall be in accordance x4 0h the'Placement Details' herein. Each generic tile profile requires the specific placement noted hrx nn. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Single Paddy Two Pa Detail Weight Min. per p' (grams) C; Flat, Low, High Profiles #1 35 • High Profile (2 Piece # I 17 /side on cap and • ; Barrel) 34 /pan • Flat, Low, High Profiles #2 24 _• •, Flat, Low, High Profiles #3 9. ddy Weight • ttic#�1. Min.;• ••• t.Inil) 0 09 .4 k. 00#0 ... . 00 999999 9 LABELING: • 0, • • • • 9 .. 0900 All Polvpro (RAH160 containers shall comply with the Standard Conditions lisrC*1 11.4in. �••;•• BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly eva ht ti c rbe installation of this system. NOA Nn.: 06-0201.02 � Expirxtinn Date: 05/10/11 Approval Date: 04113/06 Page 4 of 7 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. ADHESIVE PLACEMENT DETAIL 1 SINGLE PA rTY Nail through plastic cement Paddy (Beve ath no Undarlayment 1 . e-;:dytdesosa8t19e� 101n. In Faye Coarse . Fascia Eavecarraaa*, Eave Closure Kwpadbesh o approx 4h►uphmwaspholes Nail through plastic cement . e-;:dytdesosa8t19e� Undedaymeat 10 in. `- 2 EewCaoeae `/� Fuda Well h Eave course only: Map adhesive approx. �"- Eaw Closure / 4in. up from weepholes Chip Idge 1) Place enough adheshmto achieve IIto23 �eppit happlor square inches in eonfaatwith the pan die steep piuh appucar ins llal gsrotoph Pb* oxatetd 2) Turn covers upside down. Plate adhesive M K To 1 In. From outside edge of cover file. Then install IN IRe. Underiaymant 0 Remov top ✓ / • • of ft eav eave r • course cover tile. , i `"• ��---* • • • Abut to second course of u pon tiles. Ensure Dave end of • pan and weer odes ero • • • • �yd npYUds• flush at Dave line. • • • • • • � � Eave closure Weephole Fascia do • • • • 0000 (mortarshown) • • • • 0000•• • • • •0000• 0000•• 0000• ••001• • ,•, 00.00 041000 00 �.• 00.0.• 0 00014.• • • • • • • • 0 0 0 •••• • • • • • •0000• • • • Nt.3A Nis.. 06- 0201.02 " + Expiration Date: 05 /10 /11 -$ App -t)N al Date: 04/13/06 Page 5 of 7 ADMIVE PLAcEi m NT DETAIL 2 SINGLE PATTY Nail through plastic cement Paddy (Beneath Tile) Nail through plastic cement Paddy P TR) Undedayment Underlayment w 1 � 1 in. 2 In. ww Eve C04rse • °� Fascia Rule Weep%* Save Course Eave dosare Save Closure • • 0000 • • • • • 6666•• •• ,• 666,6, • ,• NO t No.: 06- 0201.02 Expit•aliorn hate: 05/10/11 Apps anal Date: 04/13/06 Page 6 of 7 6666•• • • • 6666•• 00 • 6666 • 6600•• 6000 000000 . 0 964669 0 6666•• 0000 •000 • • • • • • •••• 0000 90.00 •066.6 • • 96••• of 00 •6 •• •0.6•• 6 •••��• • • • • • • • •, •66• 666600 • • 0000 • • • • • 6666•• •• ,• 666,6, • ,• NO t No.: 06- 0201.02 Expit•aliorn hate: 05/10/11 Apps anal Date: 04/13/06 Page 6 of 7 Nab through plastic cement I Single paddy , I x 3 in. under file , \ Single paddy on 2 in. 4 In. under ° hyment on top of file R �T 0, "Wk ;y�P ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Paddy Nail through plastic (between tile) Underlayment PaddY (under tile) I �� rf Il tave course 2 in, X 1 in. medium size paddy save Fascia .course only ernent paddy under tile Single paddy between tifo .: I In. x l Ur. medium size paddy save t� � � course aNy Nall through plastic cement Single paddy �Olt in.x3In. C' ' between file Single 4 io'� 2 in. Single paddy paddyon on underlaymenl 2 n. under - Eave Closure on top of tile layment 2 in. x I In. medium Single paddy ,�% on top of file Fasch -- :�s•' x Eave w00 Oh Course Eave Wain • • ` Ddp edge Nall through plastic cement Single paddy under file Single paddy between file 1� in, x 3 in. 4 In Single paddy on underlaymenl 2 n. Singh paddy Eave Closure on top of tile • 2 in. x I In. medium Eava Course size paddy save course only Fascia END OF THIS ACCEPTANCE • • •••• • • •• • N O A No.: 06- 0201.02 Expiration Date: 05/10/11 Approv :ti Date: 04/13/06 Page 7 of 7 •••••• •••• •••••• • •••• •••• • • •••• •••• ••••• • • • •••• • • •• • N O A No.: 06- 0201.02 Expiration Date: 05/10/11 Approv :ti Date: 04/13/06 Page 7 of 7 CITY SEP D 6 2006 MIAMI�DADE MIAMI -DADE COUNTY, FLOC hIMETRO-DADE FLk0L`gR�Ul 111 -!! °_ - - -_- BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 _ (305) 375 -2901 FAX (303) 373 1-2908 NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION; z IR/IRX, TU and MU Underlayments 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 Bdtola change in the applicable building code negatively affecting the performance of this produs . a ` • • • i TERMINATION of this NOA will occur after the expiration date or if there has been a w4siaa or clihage ui the .... . materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endoreament of any product, for sales, advertising or any other purposes shall automatically terminate this NOAOmilure to otmtply .. • with any section of this NOA shall be cause for termination and removal of NOA. *000 • "• see • -* ADVERTISEMENT: The NOA number by the Miami Dade preceded words County, ij and th by the expiration date may be displayed in advertising literature. If any portion of the NOA i�,daYe3, then,it'stiall . ,,, a. .' be done in its entirety. • • • 0000, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactarerplits distrtlfiftbm ;..,,: and shall be available for inspection at the job site at the request of the Building Official: " '' . ":'. This consists of pages l through 4. The submitted documentation was reviewed by Frank Zuloaga, RRC NDA No 02;0603.08 y Expiration Date: 09/13/06 No Approval Date: 11/07102 Page 1. of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sate- Category: Underlayment Material: SBS , APP Self- Adhering Modified Bitumen EVIDENCE SUBMITTED: Test. Agency Exterior Research & Design, LLC Exterior Research & Design, LLC PR1 Asphalt Technologies PRI Asphalt Technologies PRODUCTS DESCRIPTION: Product Dimensl Test Identifier #11756.04.01 -1 #11756.08.01 -1 PRI01111 PR102011 Test ons Specification Test Name/Report Date TAS 103 04/27/01 ASTM D 1970 08/14/01 ASTM D 4977 04/08/02 ASTM D 4977 01/31/02 Product Description Polystick P Roll: ASTM D 1970 A polyethylene top surface, self - adhering, underlayment 75' x 3' SBS polymer modified bituminous sheet 40 mils thick material for use as an underlayment in sloped roof assemblies. Designed as an. ice & rain shield. Polystick IR/1RX Roll: TAS 103 and A fine granular /sand top surface self: underlayment 65'8" x 3'3j/," ASTM D 1970 adhering, APP polymer modified, 80 mils thick fiberglass reinforced, bituminous sheet material for use as an undedayment in..:. sloped roof assemblies: DeAgned .a; an • • • `0 • 0000 9 ice & rain. shield and a % a* * po f tile....' ...:. underlayment. • .0.600 0 66 *666 Polystick TU Roll: TAS 103 and A heavy granuled surfa0ce.seAdherin& 0 ,... underlayment 32'10" x 3'3 3 /s" ASTM D 1970 APP polymer modified! fi"ass • •:0 •' 100 mils thick reinforced, bituminous s40 "m#ittaiial -'e; • % • • •' • use as an underlayment iMfted i cof •, assemblies. Designed ds a a rttiit'.ti1, 0 0" w 000000 underlayment. : . • • • • • .06.: Polystick MU Roil: TAS 103 and A non - wicking fabric su rhgec self= -• *, : • - 0 underlayment 65'8" x 3'3 J /s" ASTM D 1970 adhering, APP polymer mcditicd. 80 mils thick fiberglass reinforced, biturricrs sheet material for use an an unduila;in rnt in sloped roof assemblies. Designc3 as a . metal roofing and roof the unrlerlaytnent. o NOA No 02- 0603.08 Y Expiration Date: 09/13/06 Approval Date: 11107/02 Page 2 of 4 YNSTALLAION: 1. 2. 3. 4. 5. 6. 7 8. Deck Type 1: Wood, non- insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only_) Membrane; Polystick membranes self- adhered. Surfacing: None All nails in the deck shall be carefully checked for protruding beads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. Place the underlayment over metal drip edge in accordance with RAS 111. Place the first course of membrane parallel to the cave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimm of 3 -Y2." and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip.. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back coaled in accordance with applicable building code. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to lap areas. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. All protrusions or drains shall be initially taped with a 6 piece of underlayment: The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. LMTTATTIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P and IlU1ItX may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and quary slate roof assemblies. Polystick P shall not be used as roof tile undUa}dant. 3. Deck requirements shall be in compliance with applicable building code. : •, 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The di*t*% Aall be- (je*.;,F irregularities. .. *.. 0 5. Polystick membranes shall not be applied over an existing roof membrane. „. ... 6. Polystick hall not be left exposed as a temporary roof for longer thanWaysa#ier applicatsox. Polystick F UHM MU or TU shall not be left exposed as a temporary roof for kxjes Than 90 days IP.er application. .... .., • . ••f• • c. NOA No '024603.08 Expiration Date: 09113106: Approval Date: 11/07/02 Page 3 of 4 7. In roof the application, data for the attachment resistance of roof tiles shall be as set .forth in the roof tile manufacturer's Notice. Polystick TU and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IRARX is limited to mechanically fastened roof tile applications. The maximum roof slope for use as roof tile underlaymenf for (direct -to- deck) bile assemblies shall be as described below: Tile Profile Polystick IR/IRX Polystick MU Polystick TU Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation 8. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of the directly on the underlayment. 9. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, IR/IRX, TU, & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, HVIRX, TU, & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, IR/IltX, TU, & MU is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) ur the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail . compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, the Miami -Dade County logo or the following statement: "Miami- Dade County Product. Control Approved ". BUILDING PERMIT REQUIREMENTS: L Application for building permit shall be accompanied by copies of the following: 1.1 This Notice of Acceptance. 1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. : • • e: •. - • • •• •••:•• END OF THIS ACCEPTANCE 000000 *see 0600 s••••• •• •0 •e••*• •• • 0000 • s • r • • • a , NOA No 02 -0603.08 Expiration Dater 09/13/06 Approval Date: 11/07/02 Page 4 of 4 • • i- •••••• • •0000• *0.04 • - • 1.1.1• a • •••se• a•••a• Inspection Worksheet Nq lull Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 0512012008 Inspector: Grande, Claudio Owner: RESPONDEK, CAROL Job Address: 1162105 Street NF Miami Shores Village, FL Project: <NONE> AW 21 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Block: Phone Number Parcel Number 1122320280150 Lot: Contractor. MURPHY ROOFS Phone: (305) 892 -1700 Buildina Department Comments ADDITION ROOF PERMIT Infractlo Passed Comments TIN CAP SPACEING False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 28714. TIN CAP NOT AS PER CODE. JR 05/12/2008 CC Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid Monday, May 19, 2008 Page 1 of 2 Inspection Worksheet sm Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL ` Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 0512012008 Inspector: Grande, Claudio Owner: RESPONDEK, CAROL Job Address: 1162 105 Street NE Miami Shores Village, FL Project: <NONE> Contractor: MURPHY ROOFS Buildina Denartment Comments MAY 21 SM Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number Lot: 1122320280150 Phone: (305) 892 -1700 ADDITION ROOF PERMIT S Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 28715. IN PROGRESS TIN CAP FAIL. 05/12/08 JR CC Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, May 19, 2008 Page 1 of 2 . . . . . . . . . . . . . . . . . . . . . . . WIN Inspection Date: 05/1212008 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Hot Mop Owner: RESPONDEK, CAROL Work Classification: Roof - New Job Address: 11621OS Street NE Miami Shores Village, FL Phone Number Parcel Number 1122320280160 Project <NONE> Block: Lot: Contractor: MURPHY ROOFS Phone: (305) 892-1700 Buildina Deoartment Comments ADDITION ROOF PERMIT Inspector Comments Passed ❑ IN PROGRESS L A,' Failed � "M Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Thursday, May 8, 2008 Page 2 of 2 Inspection Date: 05112/2008 Inspector: Grande, Claudio Owner: RESPONDEK, CAROL Job Address: 1162 105 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: MURPHY ROOFS Buildina Denartment Comments Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number Lot: 1122320280150 Phone: (305) 892 -1700 ADDITION ROOF PERMIT 4®06 Passed El— Inspector Comments Failed E:I_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, May 8, 2008 Page 2 of 2 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 � mama Project Address ............... ...... ... .............. .. ..... .... _....., 1162 NE 106 Street Miami Shores Village, FL CAROL RESPONDEK Parcel Number 1122320280150 Block: Lot: 1162 NE 105 ST MIAMI SHORES FL 33138 -2108 Contractor(s) Phone Cell Phone MURPHY ROOFS (305) 892 -1700 Type of Work: New Roof Additional Info: COLOR THRU TILE Classification: Residential Fees Due Amount CCF $2.40 Education Surcharge $0.80 Notary Fee $5.00 Permit Fee - New Roof $250.00 Scanning Fee $12.00 Technology Fee $8.25 Total: $276.46 Expiration: 0910112000 CAROL RESPONDEK ........................................................ ............................... Valuation: $ 4,000.00 f Total Sq Feet: 735 I Total I Amt Paid I Amt Due I $ 276.46 $ 276.45 $ 0.00 Payment Type: Check / Number: 5001 Fwaname Inspection Type: Tin Cap Hot Moi In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that-separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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 . Futhermore , I authorize the above -named contractor to do the work stated . March 05, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Wednesday, March 5, 2008 1