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RF-14-1596� V\ �4 �xa& Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING Permit No. Master Permit No. ROOFING JOB ADDRESS: 2 2 5 N W q 2 S City: Miami Shores County: Miami Dade Folio/Parcel#: i 1- 5 L Q\^ b-33 _ I 1 g o Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): A vt V\re3 ��� "rt ej e- Z Phone#: 3®� " 1796" 3 ® q 5 - Address: 2 2 C; NIA T 01 :? City: M 1 CL M` ,k0fe-S . P I State: PL Zip: Es 3 1 SV Tenant/Ussee Name: — _ Phone#: Email: CONTRACTOR: Company Name: Address: I �_k 1') S IS City: �A_ Ck "- Qualifier Name: .e-1! State Certification or Registration #: 1W_ Sq.,_� ve� Z CA— - t-Ij 13Z Contact Phone#: Email Address: of Competency #: DESIGNER: Architect/Engineer: Phone#: 3z1as Value of Work for this Permit: $ Square/Linear Footage of Work: 19:03 Type of Work: DAddition// OAlteration ONew ORepair/Replace ODemolition Description of Work: / 10 o r /� u� A faq&- Color thru tile: Submittal Fee $ ��1 Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 4 J . Bonding Company' ti Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not b appro ed and einspe�nfee will be charged. Sign atu> a Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this —Lu The foregoing instrument was acknowledged before me tphis r3 day o�-}`� 1 , 20 by l�R-�i � cI�D da of t3� , 20 B by & W &i4 -S Mill Y who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: as identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: Print: Print My Commission Expires: &SION7# M Commission Ex ices: ear r EXPIRES June 19. 2M6 y p E1tPIRE$ June 79.2816 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: l 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: x f-4 ^®�J Property Roofing Permit Number: il- Dear Building Official: I acr4 � certify that I am not required to retrofit the roof to wall connections of my buil 'ng because: o The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation, o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 editio of th South Florida Building Code (1994 SFBC) B < Z_ Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and Sworn to and subscribed before me this Notary Public, Sate of Florida at Large that he/she is the owner for the above property mentioned. av of t Jwe 18, 2018 /'- S When the Just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Tien you must provide a building application from a General Contractor for the Roof to Wall connection Hunicane Mitigation. 'roperty Search Application - Miami -Dade County Pagel of z •ADMINISTAATION.ASPI Internet Explorer 8 is not fully supported in this application. Please upgrade or use a different browser to enjoy all features of the Miami -Dade County Property Search. (htti,://www.miamidade.gov/pa/property-search-help.asp) (https://www.facebook.com/MiamiDadePA) (htti)s://twitter.com/MiamiDadePAl Address O Owner Name O SEARCH: 225 NW 92 street Miami fl PROPERTY INFORMATION 8 Folio: 11-3101-033-1190 Sub -Division: MIAMI SHORES SEC 6 Property Address 225 NW 92 ST Miami Shores, FL 33150-2230 Owner ANDRES MARTINEZ &W LUCIANA Mailing Address '.. 225 NW 92 ST MIAMI SHORES, FL 33150-2230 Primary Zone 0800 SGL FAMILY - 1701-1900 SO Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds I Baths I Half 311/0 Floors 1 Living Units 1 Actual Area Living Area Adjusted Area 1,735 Sq.Ft Lot Size 91225 Sq.Ft Year Built 1941 Sub Division 0 Folio Suite _ 4 Featured Online Tools Comparable Sales n Glossary Non -Ad Valorem Assessments (http://www.miamidade.goy/pa/tax estimator/non ad` (htti)://www.miamidade.gov/i)a/qlossary.asi)I Fol=11310103311901 PA Additional Online Toots Property Record Cards Property Search Help Report Discrepancies (http://www.miamidade.00v/pa/online.tools, aspiihttp://www.miamidade.gov/PaPortal/PRC/Creatl3ERFtAareinmsumldade.aov/oa/I)rol)ertv- (htto://www.miamidade.aov/pa/email/ASP/formNew.asp) search-helo.asp) ittp://www.miamidade.gov/propertysearch/ 7/10/2012 07124/2014 09:19 Mel Himes and Associates OM 574 9209 P.0011001 NINE8.1 OP ID: MP ��."'``� CERTIFICATE OF LIABILITY INSURANCE °" (Imumn CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS 07I24/14 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT, If the Certificate holder Is an ADDITIONAL INSURED, the po1)cy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the senna and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the esr0cate holder In lieu of such endorsement(s). MELPROHlM�E8 &ASSOCIATES tris 386-574-3030 321 STRATFORD COMMONS CT 388-574-8209 DELTONA FL 32728 MARY ANA PIENTKA CONTACT MARY ANN PIENTKA X 304 WOKE FINE 388-574-9209 s'°L , MPIE MHAIA.COM INSU AFFORDING COVERAGE NAIc It INSURERA.,FLORIDA WORKERS COMP JUA INSURED NINE SQUARE ROOFING LLC HENRY FUGON INBUMRae INSIJKM c : 930 SWEETBRIER DR DELTONA, FL 32725 INSURER 0. INSUW& R INa RCYIDILFrA NYMISEli: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. OVER TYPE OF INSURANCE AWOL sum POLICY NUMBER LQRITS OENSRAI.LIA@1LfiY EACNOCCUIBiEN(:E g COMMERCIAL GENERAL RIABILIT�' CLAIMSJ&DE 7 OCCUR S MED EXP (Arty one mon)$ PERSONAL &ADV INJURY S GENERALAWREGATE S GENL AGGREGATE LIMIT APPLIES PER; PRODUCTS - COMPIOP ACI© $ POLICY LOC S AUTOMOBILE UAR&M CDM81NE0 SMIGLi; LIMIT ANYA{TNE og1NW SODLYINMRY(Per pww) $ gqS�CNEygDgIILED ON BODILY WdURY(PefaWkWI) ; S1M�D MHREDAUTO$ TO S OCCUR LLA LR8HCLAM04AA13E MCCESUMBR iXCsas LRB EACH OCCURRENCE $ AGC4REGATE $ DED RETT�i710N WORKGRaCOMPiNBATION S A AND 107I.OYM UMLJTY YIN MYPROPRIET0RIPJ4MRIE X w A O - ELEAGHADC,MEIIT a 7,000, 00a JIIVE OPFlC�MBER EXC WCED9 F-1 N 1 A A-14 07/98/74 07/98116 (Kwidwa y In NH) ILL C45EAR-BAEMPLOY@ 5 11000,00 IDs dewsSeue�eef EL DISEASE -POLICY LIMIT I $ 11000,000 DMRIPTION OF OPERATIONS/ LOCATIONS / VEMeLLIS IAllaoh ACORD 101. AddId9nel Ranks Schedule, If prom epees Is MpWMd) ROOPXNG CONTRACTOR ORRTIRICAVO MINI nnes MIAMI SHORES VILLAGE BUILDING DEPARTMENT ATT: JOANNA FELICIANO 10060 KE 2 AVE MIAMI SHORES, FL 33138 ACORD 25 (20/OTOS) MIAMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIoNB. ,d,a7ol91 11 70 A CORPORATION. All rights reserved. The ACORD name and logo are reg re s of ACORD 9 FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 7500 NW 25 Street, Suite 241, Miami, Florida 33122 ®J'6 � Telephone: 305 378-1991- Fax: 30 378-1997 a P ( ) ( � FLORIDA INTERNATIONAL ENGINEERING & 1ESTING LAB INSIGHT • INNOVATION - INTEGRATION SITE SPECIFIC INFORMATION Job Address: 225 NW 92 Street, Miami, F133150 Contractor: Nine Square Roofing Permit # RF -7-14-1596 ' Test Date: August 25, 2014 Type of Tile: Concrete tile Approx Height 8 Feet Floor: One Type of Access: Scaffolds: N/A Ladder: OK Slope: 3:12 App. Sq Ft: 13 SO Req. Force: 45 lbs Testing Equipment: F.G.E. 500H X, Shimpo Instrument Dear Sir/Madam: As per your request and authorization, representatives of Florida International Engineering and Testing Lab., Inc performed the static load test on the roofing tile at the above referenced project. The purpose of this testing was to verify whether the installed tile roofing system is capable of resisting the applied test load of 45 pounds uplift force. This testing was performed in general accordance with Miami Dade Building Code Protocol PA 106. The static load was applied utilizing a calibrated scale and force measuring instrument (dynamometer). A hook which is connected to the loading instrument was placed under the exposed edge of the tile. Test load of 45 pounds force (lbf) was applied and also held for more than 5 second at each test location. The total load applied on each test location was recorded. In addition to the static load test, the tested tile was also visually inspected for any kind of adhesion failure after completion of each test. No. Result No. Result No. Result No. Result No. Result No. Result No. Result'" 1 Pass 21 Pass 41 61 81 101 121 2 Pass 22 Pass 42 62 82 102 122 3 Pass 23 Pass 43 63 83 103 123 4 Pass 24 Pass 44 64 84 104 124 5 Pass 25 Pass 45 65 85 105 125 6 Pass 26 Pass 46 66 86 106 126 7 Pass 27 47 67 87 107 127 8 1 Pass 28 48 68 88 108 128 9 Pass 29 49 69 89 109 129 10 Pass 30 50 1 70 90 110 130 11 Pass 31 51 71 91 111 131 12 Pass 32 52 72 92 112 132 13 Pass 33 53 73 93 113 133 14 Pass 34 54 74 94 114 134 15 Pass 35 55 75 95 115 135 16 Pass 36 1 56 76 96 116 136 17 Pass 37 57 77 97 117 137 18 Pass 38 58 78 98 118 138 19 Pass 39 59 79 1 99 119 139 20 Pass 40 60 80 1 100 120 140 Based on our findings, we conclude that the installed roofing tile at the above referenced project is capable to resist the applied test load. Therefore we conclude that it meets the Miami Dade Building Code Compliance Protocol TAS 106. Attached is the roof plan showing approximate test locations. Respectfully Submitted: Vinayagar M. Balakrishnan V, P .E. State of Florida Lie # 63107 FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 7500 NW 25 Street, Suite 241, Miami, Florida 33122 ® ® • Telephone: (305) 378-1991- Fax: (305) 378-1997 FLORIDA INTERNATIONAL ENGINEERING & WESTING LAB Miami -Dade Lab Certification # 07-06 1 7 11- State of Florida CA # 27273 1M1GHT * MaVATION* IN W.GM'F10N Roo Testing and Information Sheet -Uplift Test TAS 106 Client: Ed Castellanos Date: 8125114 Address: Checked By: Job Name: Address: V.M.B. Venkatesan 225 NW 92 Street Miami, FL 33150 11 10 O O O 12 13 14 15 16 26 25 24 18 17 21 20 19 23 22 Perimeter 1 test per square Field 1 test per 2 square Corner 1 test each corner Ridges I test each 20 ridges Master Permit No. Process No. Contractor's Name -,5 a Ua r# -j Job Address c'�-- f g'z— ROOF CATEGORY OOZLOW Slope Asphaltic Shingles ❑ Mechanically Fastened Tile Mortar / Adhesive Set Tiles ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS ISO ❑ Wood Shingles/Shakes Gas Vent ❑ Yes o ROOF TYPE ❑ New Roof Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) �3 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scupper, overflow scuppers and overflow drains. Include dimensions of section and levels, clearly Identify dimensions of elevated pressure zones and locations of Uj z U ® � ® o W U Cn T G Z 8 b ®a I— w 0 Lu c c� z 0 0 a ® 0a M o c� �i a J Florida Building Code Edition 2002 MGM VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION ection C (Low Sloped Roof System Fill in the specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment (If a componentis not used, identify as "NA'� �y Field:"o% {nom laps �x roi�s ,0/0 System System Manufacturer! ! NOA No: , ( f�G y ` s Perimeter. "o%@ laps &—y—rows @� alc 7 f Comer.rJ"o%@ laps &rou , @ -~o% Design Wind Pressures, From RAS 128 or Calculations: Pmax 1 t'Yl-l&Pmax 2 Pmax 3:=01,6 Ma)dmtun Design Pressure, From the Specific NOA System. Deck: Slope: r^ f Z Anchor/Base Sheet & No. of Ply(s): i Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer:,�� Base Insulation Size and Thickness 1 Base Insulation Material: Top Insulation Layer: Top Insulation Size and Thickness:_ Top Insulation FasteneriBrolidingMaterial: r Base Sheet(s) R No. of Ply(s). ,�3 /ass Base S e tFasteneriBondingMaterial: �/ Ply Sheet(s)$IN�o. of PIy((s): i� �1' �t PLY Ply Sh t FasteneriBondmgMaten Tap Ply:6AF14 4U,2 C Top Ply Fasteneri$ondingiylat rial: Surlaci.n�: �r�t�rl � �1. Number of Fasteners Per Insulation Board Field Perimeter Cornerly %y l Illustrate Components Noted and Details As Applicable: Woodblocking, Gutter, Edge Terminations, Stripping„ Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter -flashing„ Coping, Etc. Indicate: Mean RoofHeight,Parapet Height Height of Base Flashing, Component Material, , Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -1 I1 and Chapter 16 t I 1 '14 } 4 N I J. '.1 f:6. Deck: NC Incline: 112 Insulation (Optional): — Any thickness perlde or wood fiber or glass fiber or polyrsocyanurate mechanically fastened or adhered wain OMQ Inc. "Oyeond Fastening System" or any UL ClaasiHed insulation adhesive. ease Sheets — One ply Type G2 "GAFGLAS® #75 Base Sheet" or 'Tri -Pty #75 Base Sheet" mechanically fastened Pty Sheet: — One or two plies Type G1 'GAFGLASO Ply 4" or "Tri -Ply 4" or "GAFGLAS& Flex Ply 6" or Type G2 "GAFGLA5ii8 #75 Base Sheer or -Tri-Pty #75 Base Sheet" fully adhered with hot roofing asphalt. Ca Sheet: — One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt Surfacing: — "TOPCOAT@ EnergyCoter"" or "TOPCOATr§ M8 Plus - White" or "Matrix 322" applied at a rate of 2-gal/loo-ft,'. l7. Deck: C-15/32 Incline: 1/2 Insulation (optiDnal): — Any thickness periite Or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board: — Minimum i4 -in. thick Georgia-Pacific Gypsum LLC "DensDeck(D Roofboard" or 'DensOeck Primeo Roofboard" or "DensDeck OuraGuardr" Roofboard' or minimum Y4 -in. thick Untied States Gypsum Corp. "SECUROCKO Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation adhesive with butt joint's in the barrier board products staggered a minimum of 6 -in. from plywood deck joints. Base Sheet: — One ply Type G2 "GAFGLASO #75 Base Sheet" or 'Tri -Pty #75 Base Sheet" mechanically fastened Ply Sheet: — One or two plies Type G1 "GAFGLAS® Ply 4" or "Tri -Ply 4" or "GAFG'LAS@ Flex Ply 6" or Type G2 "GAFGLASie #75 Base Sheet" or 'Tri -Ply #75 Base Sheet" fully adhered with hot roofing asphalt. Cap Sheet: — One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet fully adhered with hot roofing asphait. Surfacing: — "TOPCOATO EnergyCote' or "TOPCOAT(O MB Plus - White" or 'Matrix 322" applied at a rate of 2-gaf/100-ft2. 13. Deck-- NC Incline: 1 Insulation (optimal): — Any thickness periite or wood fiber or glass fitter Or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation adhesive. Base Sheet: — One ply "GAFGLAS® Stratavent Eliminator Venting Base Sheet" or Type G2 fully adhered with hot roofing asphalt Pty Sheet: — One or two plies "Rutteroid® Mop Smooth" or "Rutiaroid® Mop Smooth 1.5" or "RuberoidO MOP Smooth Pius" or "Ruberoidclli 20" or "RuberoidO 20 Fir" fully adhered with hot roofing asphalt Membrane: — One ply 'GAFGLASO Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt Surfacing:—'TOpcoAT,* EnergyCote'"" Or'TOPCOAT(p MB Plus - White" or "Matrix 322" applied at a rate of 2-gal/100-ft2. 19. Deck: C-15/32 Inellne: 1 Insulation (optional): — Any thickness per8te or world fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with UMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board: — Minimum 1!4 -in. thick Georgia-Pacific Gypsum LLC "DensDeckO Roofboard" or "Oenscleck Prime4& Rooftroard" or "Denscleck DuraGuartl'" Roofboard" or minimum Y4 -in. thick Untied States Gypsum Corp. "SECUROCKQ Roof Board" (Type FRX-G) or "SECUROCK0 pass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products Staggered a minimum of 6 -in, from plywood deck joints. Base Sheet: — One ply "GAFGLAS® Stratavent Eliminator Venting Base Sheet" fully adhered with hot roofing asphalt Ply Sheet: — One or two plies "Ruberold(D Mop Smooth" or "Ruberoid® Mop Smooth Plus" fully adhered with hot roofing asphalt Membrana: — One ply -GAFGLASO Mineral Surfaced Cap Sheer fully adhered with hot roofing asphalt Surfacing: — "TOPCOATC$i EnergyCote'"" or "TOPCOAT® Me Pius - White" or "Matrix 322" applied at a rate of Z-gal/100-ft2. '0. Deck: C-15/32 Incline: i Base Sheet: —One ply Type G2 "GAFGLASCRi #7.5 stet' or 'Tri-pive 075 Base Sheet' mechanically fastened. Insulation (Optional): — Any thickness or co intnb atlan: periita or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or hot mopped or adhered with OMG Inc. "Oly8ond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One or more plies "Ruberold 20" or "Ruberoid® 20 HT" or "Ruberoidcgl Modified Base Sheet", hot mopped or mechanically attached. Cap Sheet: — One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet' or 'Tri-Ply0 Mineral Surfaced Cap Sheet' or "GAFGLAS@ EnergyCap'" BUR Mineral Surfaced Cap Sheet" I. Deck: C-15/32 Class B Incline: 3-1/2 Insulation (optional): — One or more layers peritte or wood fitter or glass fiber or polyisocyanurate or urethane or _:erhte/polyisocyanurate composite or perlite/urethane Composite or wood fiber/pelyisocyanurate composite or phenolic, any thickness. Ply Sheet: — T-wo or morn pods Type Gl "GAFGLA5t31 Ply 4" or " rri-Ply g Ply 4' or "GAFGLASi➢ Ply 6" mechanically fastened Tip Sheet: — TYpe G3 "CAFGLAS•i) Mineral Surfaced Cap Sheet" or "gyri-Pty'4i Mineral Surfaced Cap Sheet" or "GAFGL.AS;ia En?rgyCap'" =UR Mineral Surfaced Cap Sh?e[", fully idhered with hot roofing asphalt. �. Deck: C-15/32 Incline: 3-1/2 insulation (Optional): — line or more layers perlite or wood fiber or glass fiber or poiyisbcyanurat'e or urethane or :_rote/palyisocyanurate composite or oerlire/ur?thane composite or mood pher/Folyisoc/anurate Composite or phenolic, any thickness. 3ase Sheet: — Two or more piles Type GL or 'Type G2 or Type G3. Membrane: — Gne or snore plias 'Rubetoida9 Torch Smnotn" or-Ruoeroid:to,rcrch Granule" or "Ruoerow ?l 1 orch Granule Plus' 3: ",beroid ?4 Map - moatn" nr 'Ruoerow v Map Smooth 1.5" ar "Rubermd49 Mop Smnotn Plus' or "Ruberoid gi :tap Granule" or :Auberoid— ^ap rias Granule" or '?0CJi-Match'" <_BS Mndifled Granular" ar " rl-Plyio SBS Modified Bitumen Membrane- or-ROOFMatch " APP ^oditied Granular" nr 'rri.piyy TP -443" or "Tri-Plya TP -4-3r "Ruteroid!.V Dual Smooth." +_-IP Sheet: — 'C-AFGLA*3 "a Mir.?ml Surfaced Cap SAA -et", •ar Trt-Piy gi Mineral Surfaced Cap Sheet" ,v '!!AFGYAS-a7 EnPrgyCap BUR 'mrerat Surfaced Cap sheet" hilly 3dhnred with hot roaring asphalt. Pi,ck, C- 15132 Incline: 2-1!2 Itttn :_laf:li�.t5c ul.iciits.'L I4-iifv'SY `tc iplateLJSi1,.X'r.'iF2:t�ytk'Shrlw[�ai�c.tlttn("n'imi 'i 1, 17 )111 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 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 ant the contractor The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) 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 a reement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be vena led in accordance with the current provisions of Section R4403. (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 u s (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owneshould notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain w cause water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of struc ural y distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. 7 I. _,Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is no overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accor#ance with the requirements of Sections R4402, R4403 and R4413. 7. ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It y be benefici to consider additional venting which can result in extending the service life of the Owner/Agent's Sig sure Date Contractor Signa ure Date Revised on 7/9/2009 LD MIAMI- t iDE VIAJII-DADS COUNTY PRODUCT CONTROL SECTION H 805 SW 26 Street. Room 208 DEPART.NIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami. Florida 33175-2.17.1 BOARD AND CODE ADN11NisTRATi0N DIVISION r (786)313.2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) wivw.mmmidade.aov/eeunomY GAF 1361 Alps Road Wayne, N.1 07470 SCOPE: This NOA is nein, 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 RER - 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 atter the expiration date stated below. The Miami -Dade County Product Control Section On Miami Dade County) and'or the AHI (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 !ails 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. RER 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. chis 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:: GAF Ruberoid* Modified Bitumen 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: " Ltiami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no ,:hangs in the applicable building code negatively affiecting 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 manulaCtLire of the product or process. Misuse of this NOA as an endorsement of any product, for sales. advertisinv, or any ether purposes shall automatically terminate this NOA. Failure to comply with am section of this VOA shall be cattse for termination and removal of NOA. 1Db'ERTiSENIEN'r: rite NOA number preceded by tate words Miami -Dade County, Florida. and followed �,ti" the expiration ,j its ort : 1-e ,ii.;Ptay"ecl in .tdvenising literature. if any portion of the N()A k displayed, then J ;hall be done In Iti ?ntiretN INSPECTION: A cam ofthi, entire No A .hall he provided to the user by the manufacturer or its di:trihutors :red 1a11 he .nailable t ., in-spectitIII 'it the Job site at the request of the Building Official. hk N0A retie .vi -.end re :'Is\:i NO. -k No. 00-0224.ul .end consists of 1xr_es I throttah 21) i he ,tihlniited tilocIn ientatlon '•<<ti r::N i::w;:d lid' .1-r_e l.. Acebo. i. MIAMI43ADE COUN iY 12 X0A No.: 13-0414.14 Fiuirmion Dare: 11 IW14 kpproval Date: 10,31;13 Paee 4 of 21) Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood. Von -insulated Deck Description: " or geater plywood or wood plank decks Svstem Tvpe E(]): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier- FireOut" Fire Barrier Coating, VersaShield' Fire -Resistant Roof Deck (optional) Protection or Securock' Gypsum -Fiber Roof Board. Base sheet: (IAFGLAS'' 480 Ultima'" Base Sheet, GAFGLAS" Stratavent,' Eliminator`" Vailable Venting Base Sheet, Ruberoid" 20. Ruberoid o SBS Heat -Weld`" Smooth or Ruberoid"' SBS Heat-Weldr' 25 base sheet mechanically fastened to deck as described below: Fastening GAFGLAS" Ply 4, GAFGLAS" FlexPlyi" 6, GAFGLAS" 975 Base Sheet or any Options: of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" ox. at the lap staggered and in two rows 12" o.c. in the field. (,tlaximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS" Ply 4. GAFGLAS4 FlerPly'" 6, GAFGLAS"' 975 Base Sheet or any orabove base sheets attached to deck with Drill -Tec`" 912 Fastener. Drill -Tec" 14 Fastener or Drill -Tec`" XHD Fastener and Drill -Tec`" 3" Steel Plate, Drill - Tec'" AccuTrac" Flat Plate or Drill -Tec`" AccuTrac�' Recessed Plate installed 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. (31arintum Design Pressure -45 psf, See General Limitation #7) GAFGLAS" FlexPly'" 6, GAFGLAS-" 975 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener .pacing ot'9" ox. at the 4" lap staggered and in two rows 9" ox. in the field. (.11avintum Devign Pressure -S2.5 psf, .See General Limitation #7) GAFGLAS`' ;-SO Ultima" Base Sheet, Ruberoid"20, Ruberoid'°Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a t:tstoner spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. 01tcvintum Design Pressure -60 psf, See General Limitation ##Y) GAFGLAS' ::75 Base Sheet or any of above base sheets attached to deck with Drill-rec - :1_ fastener, Drill-rec'" =14 Fastener or Drill-Tec;AHD Fastener .tstd Drill -l', c Steel Plate. Drill-Tce " .\ccu Frac' Flat Plate or Drill -Tec'` \ccs frac' Recessed Plate installed I T' o.c. in 4 rotes. One rrnv is in the '" ;ide ':tp. Me other r»vs are equally spaced approximately 9" o.c. in the field of the heel. 01aximunt Design 1"ressure -60 psj; .See General Lintitution 47) ,n� f .tl�o. e lz:tse .beets .11tached to &ck atpproved annular rine shank nails and invened Drill-fec"' insulation nlates at a fastener spacing M'W' ox. at the T* Ian it -w -veered in tato rotes 9" in the field. r.tluvimum D vign Pressure -60 psi; .Vee General Lintitution 47) xt),%. No.: +3-0424.14 r+ a �. t•:xpirati+tn Date' t 06t 14 MInMMADECOUNtY 1pprovat Qate: 10.31113 11•tee 2; of 29 GAFGLAS" x75 Base Sheet or any of above base sheets attached to deck with Drill-l'rc-,"r I? Fastener. Drill -Tec" 4414 Fastener or Drill=rec'� XHD Fastener and Drill- Tec"" 3" Steel Plate, Drill -Tec`" AccuTraca Flat Plate or Drill-Tecr" AccuTrac" Recessed Plate installed 3" o.c. in 4 rows. One row is in the 2" side lap. I'he other rows are equally spaced approximately 9" o.c. in the field of the ;sleet. (.tla rinuun Design Pressure -75 Psf, .See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS" Ply 4. GAFGLAS" FlexPly'" 6. c ►AFGLAS°' »'30 Ultima Base Sheet, Ruberoid" Mop Smooth or Ruberoid' 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid' Mop Smooth. Ruberoid' Mop 170 FR. Ruberoid" Mop Granule, RootMatch"' SBS Modified Granular. Ruberoid" Mop Plus Granule, Ruberoid'20. Ruberoid430, RuberoideEnergyCap- 30 FR SBS Membrane, Ruberoid" 30 FR or Ruberoid'* Mop FR in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. Or One or more plies of Ruberoid" Mop Smooth, Ruberoid'* ;Vlop Granule, RootMatch' SBS Modified Granular, Ruberoid" Mop 170 FR. Ruberoido Mop Plus Granule. RuberoidA'20. Ruberoida 30, Ruberoie EnergyCapw30 FR SBS Membrane. Ruberoid" 30 FR or Ruberoid" Mop FR adhered in Matrix'" 102 SBS Membrane Adhesive at an application rate of 1-2 gal./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must he applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq- GAFGLAS " bs./sq.GAFGLAS" Mineral Surfaced Cap Sheet or GAFGLAS' EnergyCap'-- BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT ranee and at a rate of 20-10 lbs.isq. Topcoat' Elastotnerie Rooting Nrlembrane, Topcoat' NIB Plus (to be used as a primer with Topcoat' Elastomeric Roofing .Membrane) or Topcoat Surface Seal SB applied at I to 1.5 .?al.: sq. Maximum Design Pressure: See Fastening above rnnrtl•oaDEcOUtvrr V• piration Date: 11 9(1,14 .� \pprovat Bate: tih3t (S 1':iee 26 of 29 WOOD DECK SYSTEM L EMITATIONS: 1 A slip sheet is required with GAFGLAS` Ply 4 and GAFGLAS"'' FlexPly''" 6 when used as a mechanically fastened base or anchor sheet. '_. Minimum '.-►" DensDeck" Roof Board or '.•i" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL UmITATiONS: 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 20-401bs.'sq., 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 he 4'x l' maximum. 4. An overlay andlor recovery board insulation panel is required on all applications over closed cell team insulations when the base sheet is fully mopped. If no recovery board is used the base sheet ,half be applied using spot mopping with approved asphalt, 12" diameter circles, 14" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap 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 he at a minimum rate of 12 lhsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psE Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 175 Ibf.. as tested in compliance with Testing Application Standard TAS 105. if the fastener value, as field-tested, are below 275 lbf. 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 lin,aineer, 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 arras. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Rooting Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant IWhen this limitation is specifically referred within this ,NOA, general Limitation #9 will not be applicable.) �. 111 attachment and siiing ,lf•I+erimeter nailers. metal profile. anti:°or flashing termination designs ,i?all conform to Rootin, Application Standard RAS I I I and applicable wind lead requirements. 'rhe maxitntlnl desl_ned pressure limitation listed shall be applicable to all roof pressure zones (i.e. : eld. perimeters. and comer;). Neither rational analysis. nor extrapolation,hall be permitted for _-h,:mced fasten in,—, at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is shecitically referred within this ,VOA, General Limitation #7 will not he applicable.) {�. ;11 vroducts listed herein �n.lif have a quality assurance audit in accordance with the Florida C ode and IZt11e `1`:- M'the Code. END OF "rH1S ACCEP-rA,;*4CE ZM.AHIffiffil,- NO % No.: 13-042x.14 COUNTY Fcpiration Date: 11 nbw t l ;► 1pproval Date: I,)'31A3 13 11a! -Fe 29 of 29 HIGH-VELOCnY HURRICANE ZONES Florida Building Code Edition 2010 Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: V yr.Uzs�� rf ype Underl yment: 3: Roof Slope0 Insulation: :12 Fire Barrier: Ridge Ventilation? Fastener Type & Spacing: dhesive Type: �fi l Pzz� 'P Nqv ype caps eet: — Roof Covering: Mean Roof Height: l � � a � � � v Ct U Type & Size Drip dge. HIGH -VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M,,vitb the values from Mf. if the Mf value are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method Is acceptable. "Moment Bas T' Calculatio s Per RAS 127" (P2� x ---'� - Mi = Mr. �> 3 Product Approval MrC%'Sl (P3•�x 7l s -� - Product Approval Mt -� - Mr Product Approval M,� Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below product Approval Mr *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 for F with the values for Fr If the F' values are greater than or equal to the F, values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,:_xl:_= x w:=-_ )-W: xcosB.•_= F„: (P2:_x1:_=_x w:- )-W_xcos8.- F ( P,. 3 • _ x 1: _ _ _ x w: _ __ W: ) - W: ____ a cos B: _ = Fra' F Where to Obtain information Description Design Prossure S mbol P1 or n oT P3 Where to find RAS 127 Table 140-r* an mgmeering analysis prepared by 7 PE based on ASCE Mean Roof Hei t 11 Job Site Roof Slope y Job Site AerodynamicMultiplier pWuvt Restofing Moment due to Gravity tA pproval Attachment Resistance A pwvvg Re uimdMomentResistance Minimum Attachment Resistance wo ted Reiluired U lits Resistance Ava Tile Wei Tons IaAppmval w= width All calculations most be submitted to the Building Official at the time of it SDDlication. MIAMI-DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www-miamidade.eov/buildinel Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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 AHJ 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: Malibu Concrete 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 renews NOA #06-0526.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.:11-0321.01 PG MM"E Couarn Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete I. SCOPE.. This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of 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 section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured Test Product Applicant Dimensions Specifications Description Malibu Concrete Tile 1=17" TAS 112 Low profile, interlocking, high pressure w = 12 1/z" extruded concrete roof tile equipped with %" thick three nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces l = varies TAS 112 Accessory trim, concrete roof pieces for w = varies use at hips, rakes, -ridges and valley varying thickness terminations. Manufactured for each tile profile. NOA No.: 11-0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 2 of 7 2.1 EVIDENCE SUBAUTTED: Test Asency Test Identifier Test Name/Report Date PRI Construction Materials PRI06178 TAS 112 08/23/06 Technologies Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993. vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) Redland Technologies P063I-0I Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Professional Service 224-47099 Physical Properties Sept. 1994 Industries, Inc. TAS 112 The Center for Applied 25-7094-1 Static Uplift Testing Oct. I994 Engineering, Inc. TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) D The Center for Applied 25-7094-7 Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 (4" Headlap, Nails, Battens) The Center for Applied 25-7094-4 Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -76 TAS 100 The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik -Drive Screws, Battens) NOA No.:11-0321.01 MU Ma E u TY Expiration_Date:10/05116 "'� Approval Date: 05/12/11 Page 3 of 7 'The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering, Inc. 25-7214-6 TAS 102 (I Quik -Drive Screw, Direct Deck) (I Quik -Drive Screw, Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering, Inc. Evaluation Two Patty Adhesive Set System April 1999 Calculations Walker Engineering, Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering, Inc. Evaluation 25-7094 February Calculations 1996 Walker Engineering, Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering, Inc. Evaluation 25-7584 December Calculations 25-7804b-8 1996 25-7804-4 & 5 25-7848-6 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2006 Walker Engineering, Inc. Calculations Restoring Moment Due to Gravity Sep. 2006 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 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. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underiayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underiayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No.:1.1-0321.01 MIAMMMECOUNTY Expiration Date:10/05/16 �uUmormij Approval Date: 05/12/11 Page 4 of 7 4. INSTALLATION .4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (i x w) Tile Profile Weight W (lbf) Length -I (ft) Width w (ft) 1 Malibu Tile 9.5 1.417 1.04 Table 2: Aerodynamic Multipliers -. fe Tile Profile x (ft) Batten Application x (fe) Direct Deck Application Malibu Tile 0.305 0.282 Table 3: Restoring Moments due to Gravi - M ft -lb Tile Profile- 340'12" 411•12" 5"•12" 6"•12" T':12" or reater Malibu Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck. Battens Direct Deck Battens 1 Direct Deck 6.30 6.66 1 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 16132" plywood) Direct Deck (min. 19132" plywood) Battens Malibu Tile 2-10d Ring Shank Nails 27.8 37.4 28.8 1-10d Smooth or Screw Shank Nall 8.8 11.8 4.1 2-10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails Eave Clip 31.9 31.9 32.2 2-10d Ring Shank Nalls 43.0 67.5 50.9 1 Installation with a 4" the headlap and Easterners are located a min. of 2W from head of tile. NOA No.:11-0321.01 MIA►MI•AADECOO uNTV Expiration Date: 10/05/16 " • Approval Date: 05/12/11 Page 5 of 7 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Adhesive2 26.1 2 See manufactures component a roval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfbam Product Inc. Average weight per patty S grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Polyfoarn Pol ProTm 86.61 Pol foam Poi ProTm 45.5 4 Lar a Paddy placement of 54 rams of Pol Pron". 20.60 4 Medium Paddy placement of 24 rams of PolyProTm. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Malibu Tile Mortar Set 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". EAGLE.� FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.:11-0321.01 MIAMI COUNTY Expiration Date: 10/05/16 " Approval Date: 05/12/11 Page 6 of 7 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING NAM MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.:11-0321.01 MIAMMMECCUN7Y Expiration Date: 10/05/16 • + Approval Date: 05/12/11 Page 7 of 7 m MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamiaade.eov/eeonomv 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 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 RER -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 AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER 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: 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 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 revises NOA 12-0228.18 and consists of pages I through 11. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-0502.02 Miar�tinaoecouwnr Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company 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 2 -Component Foam Roof Tile Adhesive 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 Dimensions Test Product Description Test Results Specifications ASTM D 1622 3MTM 2 -Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH - 12 PSI Perpendicular to rise Tensile Strength 160 28 PSI Parallel to rise Water Absorption ASTM D 2127 Foam Dispenser RTF 1000 N/A ASTM E 96 Dispensing Equipment ProPack® 30 & 100 N/A +0.07% Volume Change @ -40° F., 2 weeks 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 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 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.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 Trinity Engineering 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 ASTM D 1623 04/18/12 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 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 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 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 3. 3 M 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 5. Roof Tile manufactures acquiring acceptance for the use of 3M"" 2 -Component Foam Roof Tile Adhesive AH - 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 6. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 3 of 11 INSTALLATION: 1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 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 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 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. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 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). 6. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles # 1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All 3M"m 2 -Component Foam Roof Tile Adhesive AH -160 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. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 5 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq.in. Steep pitch applications In contact with the pan the (when required) 2) Turn coven upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then Install the tile. Ensure 20 to 25 sq. In. contact area. �. o Underlayment Eave closure (motar shown) Fascia Board point -up Mortar on longitudinal edges of the Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support cave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm) square inch adhesive contact with the underside of the pan tile. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 11 of 11 ADHESIVE PLACEMENT DETAIL # 1 Nail through plastic cement Paddy (Beneath Tile) (when required) Paddy (Beneath Tile) Underlayment o v 101n.x loin. t Battens optional Battens Eave Course ° 10in. Fascia 2 Weephole Eave Closure Eave closure Nail through plastic cement (when required) Paddy (Beneath Tile) Underlayment 10ln.x I In.wide Battens optional loin. �c�>' tin. Eave Closure Eave Course Fascia Nail through plastic c (when required) Paddy (Beneath Tile) Underlayment o v 101n.x 2 in.wide Battens optional t ; ' Eave > Course Fascia Weephole 101n. 2In. Eave closure Drip edge APPROVED 7J Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Nail through plastic cement Paddy (Beneath Tile) (when required) Underlayment ° r rl 71n.21n. -� Battens optimal ° Eave Course or loin � � Fascia 21n Eave Closure Nail through plastic cement (when required) Paddy (Beneath Tice) Underlayment 4i 7 in. 2 in. Battens optional loin. 21n. Eave closure Eal Course Fascia Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlook of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nail through plastic (when required) Paddy (Beneath Tile) Underlayment , 7n. 2 in. Battens optional , 4 t, Eave course Fascia Weephole 101n. 2 in. Eave closure Drip edge High Profile / Single Pan Tile Starting'at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 whhen fwdmughed! lasticcem�t Paddp tbetwean t8es] Battensupdonal ° ° funde.tael el X 4 fn. ` Ig{ 4tw�,�i•'�.. �ytapad�r -.. oa �cderlayment 2:4 IL .t �1otn. M �`r"� ia. Fasda ravachm" Mt/1'"fte leTite M"lum Protlle"o APPROVED 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1 " (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 int (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nail through Pianlc single paddy under tBa tWhm required? paldYt> rdtes) Battens mdonal. ,. tuodertile► SIR* d 4:shr. Single 2:s paddyan inpof4 Fare [«area Fasda to desum psis. Drip edge High Profile Tile 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x'/" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 10 of 11