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RF-14-2276 INSPECTION N RECO D POST ON SITE Permit NO. RF-10-14-2276 Miami Shores Village $ G1 10050 N.E.2nd Avenue r Miami Shores,FL 33138-0000 r nt/rric Glasrficeti�ta 1 il@/FFst +f, Phone: (305)795-2204 Fax: (305)756-8972 Issue Date: 10/24/2014 Expires: ®4,22/2®15 INSPECTION REQUESTS: (305762-4949 REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Roof Parcel#:1122310120050 Owner's Name:JANYCE ALYN WILLIAMS-MCGLONE Owner's Phone: I= Job Address: 601 NE 105 Street Total Square Feet: 4300 ?3 3 Miami Shores, FL 33138-2053 Total Job Valuation: $ 30,985.00 Bond Number: WORK IS ALLOWED MONDAY THROUGH SATURDAY, Contractor(s) Phone Primary Contractor 7:30AM-6:OOPM.NO WORK IS ALLOWED ON SUNDAY PAUL BANGE ROOFING, INC. 305/981-7663 Yes OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. � -I�I I (•� �a I I l i � �� II I �1 � COLOR THROUGH CONCRETE TILE OR SOLID CLAY TILE REQUIRED. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. ITIS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ` r INSPECTRECORD PLUMBING STRUCTURAL IQN INSPECTION DATE 11NSPI INSPECTIONDATE INSP INSPECTION DATE INSP Foundation Zoning Final Stemwall ZONING COMMENTS Rough Slab Water Service Columns 1 st Lift2nd Rough Columns 2nd LiftTop Out Tie Beam Fire Sprinklers Truss/Rafters Septic Tank Roof Sheathing Sewer Hook-up Bucks Roof Drains Windows/Doors ELECTRICAL Gas Interior Framing INSPECTION IDATE -FN-Wl LP Tank Insulation Tem porary.Pole Well Ceilin Grid 30 Day Temporary Lawn Sprinklers Drywall Pool Bonding Main Drain Firewall Pool Deck Bonding Pool Piping Wire Lath Pool Wet Niche Backflow Prevento Pool Steel Underground Interceptor Pool Deck Footer Ground Catch Basins Final Pool Slab Condensate Drains Final Fence Wall Rough HRS Final Screen Enclosure Ceiling Rough Driveway Rough PLUMBING COMMENTS Driveway Base Telephone Rough Tin Cap Telephone Final Roof in Progress TV Rough Mop in Progress TV Final Final Roof Cable Rough Shutters Attachment Cable Final Final Shutters Intercom Rough Rails and Guardrails Intercom Final MECHANICAL ADA complianceAl arm Rough INSPECTION DATE INSP Alarm Final Underground Pipe DOCUMENTS Fire Alarm Rough Soil Bearing Cert Fire Alarm Final lRough Soil Treatment Cert Service Work With Floor Elevation Survey Ventilation Rough Reinf Unit Mas Cert ELECTRICAL COMMENTS Hood Rough Insulation Certificate Pressure Test Spot Survey Final Hood Final Survey Final Ventilation Truss Certification Final Pool Heater STRUCTURAL COMMENTS Final Vacuum MECHANICAL COMMENTS INSP;Sp ON DATE INSP FinakierFinalm Estimate gheet7d DATE 9/22/2014 ESTIMATOR John Denney It 'NAME Mike & Jan Eddleman M�GI®otORK OME PHONE ADDRESS 601 NE 105 Street PHONE CITY/ZIP Miami Shores, FL 33138 WORK EXT BLDG TYPE Residential CELL PHONE (786) 566-3433 STORIES 1 FAX PHONE ESTIMATE ON Flat, Tile R/R REFERRED BY Internet SLOPE TYPE OWNER Homeowner FLAT TYPE GATED no ROOF AGE 1996 REQ FINANCE no EMAIL TIME 09/24/1410:00 AM CROSS STREET / t3q, p ,d -r z o �'� COMMENTS Internet Special 150.00 OFF ..... Please Call ahead 3Tm&.0rder T' G a Li U' bf h *?eOo ,5galn, :V3O*3D 18 ti2o f(S l E. oils T'fe �•� . ` �. : a z #75 - , Ply IV .5" Capsheet 4 9. .;3: --f-- , Modified , , f 6 v1 Bull Membrane 60 .�. Mop Yarn; Eave Drip 3X 3tn�k 4C Valley Metal L Flashing tX's�trk� Stuco Stop Term Bar Stacks 3.2 i �• 3�� ' Iri j Tin Caps o2. ►Q� ��' ' -39� �. + Q�/�i ; �� Nails Torch Mod i ? Mortar (c�c s- '�C% eWa `and SIG ,rw!-Fti ;Qry s anolll'lgs+�c �LEAS��' Slope 3 3 ' Pitch a�a Leads 3'a I'3, Ridgevent J1l�! ` Flat q - ,s g Sheathing -rt G Vents 1 X 2 y Repair NLA Exposed 5 A/C At Walls AILA Total y3 fir Fascia - 1 X$ Chimney - Other Wednesday,September 24, 2014 09/24/1410:00 AM Last Updated By: Evie Project 9 145199 Customer Name: Mike&Jan Eddleman r t 7AVPE-TD lia►r,i hares Village Ar;1Pr10VED BY DATE t h :? . oT e, ji RCtOFAS9� R PiOP STIIUOTUR '. IJ[1JICo Edit! :CT TO COMPLIANCE WITH ALL FEDERAL or c � A �► Htpt2-Voloaity HurriaanaZona Uiilforiii PermlEAppttarit on *41j\ND couNTY nULES AND REGULATIONS -a[Information) gpl& �.i af �1110. PYoaesB K1Ya Name a ROOF CATEQORY x v / a U Meehan toally Fastened Tile 1/ WortarlAdheslve Set Tito e �►� � 1:1 Metal Panelfthigles Ci Wood ShingteslShakes a Presorlptive 13UR-RAS U0 k ROOFTYPE A cl �48W Hool IVR6roo#Ing 1:1 Recovering d RepairMaintenance a a x A ROOFyS�YST11M A INFORMATION k 8 a • a . Low Slops Roof Area{s1A} °1•?S� Steep Sloped Roof Area(Sr-) 33•as�otai(�C) Z/3 A I 4 Section B (Roof Plan) Y Sketolt Roof Flan;Illustrate all levels and sections,roof drains,scuppers,overflow sctlppars and overflow drains. R Include dimensions of seotfans and levels,clearly identify dimensions of elevated pressure zones and location of a parapets, • • • •••••• ¢ • Q a • Q Q 'A •••• • ••••• 4-1 y. • i V_ • • •...• • • • • .' • • • .. • • • • - • t • • '•• •••• • 39=r:rr-- y . . . . . .. . . . • a fits � 1 ! qtr ' ti i Iitl :._. ! ! { E :'T 7, • A 1 .. • { I -� i 1 i ! I ! i a .1 1 i I { r•VI ! ...rte. �P;•9�.� t i � a � ! ! Li '.1 . a • • • • • • • LU 16.34 ••• 0 0 • ••• 0 0 2010 FLORIDA 13UILDIIqQ CODri--BUILDING r r , r • r � 13oUKA991MOWROAND ROOr MPi TRUn'CttRRO ' Florid'q Oullding Coda EdItIon 2010 Ilrglt•Voleolly ttur(tt,A,lo ZOO U111fora)Pormlt Apel ballon Poen. J �� •�tea►o t�)nun Mari rs �i 1 • �urteuln��'�(�j�[Il� . Flll ltt urtocltla reotusaantb{y 4atttltotlattts ."• ttnd lrfflnitfy rnanuteolurnY Faatoner Spa uIng forAnaflprOnso fsheet_Attuabuittntt (11 100111110118111 Is not►teed,IdantffIt tm"NAe) o0��,�� ,/ l�Jaith,�"oo Q Lap,,U Pio►vo�,C� �„ System1v8llu1RO1urert.&_!t1#'.�tV� L // �eYtr3AlaYc „oa C�La}t,It{�fltvs,iL t� (O "oo hradubt Rpproval No,s,�� '7'" / , tor,tarl�!"nuQf_ap,0Pavia� uo Design Wind Preasurep,Profit t7A9.120 a)`Calaulatronet l�rnatttt �"f PntauRr � t�niak3t� oardt Natd • horinlotor Gornur (Noir.DDstgn Prosoure,?r r ho epaaifto€rodnot Aaltrdttul sy�slvrrrl _, Ofttalrate Oornpananta Noted and DoWls no Llanitl Appllaablel ,t3gt Woodblootting,Quito►,Ptrgs 7brrnhlnllon,ShiAppttty,t itttltlny, Oontlnttous beat,Cant Slrrp,©ase P14914119,Uountar• (laaga/Sltfolinaesl PI(tahtng,Copdng,Flo, rndlonto,►dorm Boni Frelglif,Parepol Height,HeIDIA of Bata sIa s• Flllollh)U,aomponont 1+2a1ttta#,Malettal7htcknes©,lsaslaner , p ' l�aolanerspitoingof eubmIt ranahovlHaso t3haet th Cho,of Plyle}t t tJ � . `A II 8hat 'nets adiondfng R rls t 11►guittttanAaseLtty:rr., tr"77 � • Dasa Instttatlun slzo and 7htolmasal !/ ��1J fG� • +• •• •••• • A8t3 d811Iilllon narlflondhtg 119iltoYtalt 11 , • � at • • •••• • m••. • • it • • ' '[tr)i ittauratlon l.qerr � r ... 'a,ivaurnlron 6ige and 7It[araterial...d" 1 We • ••• • • ••i• • Yopinatllallal) tgn�rlBot)drl)fiQ'tntartttlt 0 M • Plttsaof ltly(ejt iieirght •• . Baso Qhad lrastonorlitandtit l'llatpriall 4 J , Ply 3ire01(a)P,No.of Ply(e),Q�I —Pjxt�- Wheal{7 tali Ya Id! M iarl Top Plyt P r .. ... . 000- NMI i'aetolt3a t n€l a Yltth �J j t [�L(tHtttlt t'Jt1lI.U1ld[tCU13�'•�11LI)�q ' ' i i • • i i i• ��•3� • • • • • • • • • • ••• • • • ••• • • r • r _ ROOF ASSEMBLIES AND ROOFTOP STRUCTURRS Florida wilding gado Edition 2010 HIRh-Velocity Hurricane Zone Uniform Permit Application Form. Seetiort {61 a" -Bo Moped of System) i Roof System Manufacturer: f�, . Notice of Acceptance Number., 01.a i f r Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations . T-- i�2: -� 1 ti� i�3 `� : r r r i f r ' i i ■ r t . hep Sloped Roof System DoScripti n r r t a beckType: r x ' Type Underlayment• • Roof SioUe: . insufatton: AIA •••••• .... ....% : .•.•.. • . . Fire Barrier: Ridge Ventilation?1wV� Fastener Type&Spacing: �yy ,�. 11 . 1_�✓_ �'� Seger M •.•. • ■ Adhesive Type: :...:. •••••• Type Cap Sheet: , Metro Roof Height: Roof Covering: M • • • • • • • • • Type&size O .. ... brip Edge: r •.• • •.• . • • • s ■ l • :.go: • • • • • • 2010 FLORIDA BUILDING CODH--BUILDINQ t r r Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Kermit Application Form Section E (Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for Mrwith the values from Mr.If the M,values are greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P,: xA�, j =il,!332 -Mo._6 s =M,, `aaS9 ProductApprovatMt E,5,- S - ( 2'a- -x�' -... .° . ___...-MO LLU---=M�t- Product Approval MF _ .. .. - - {P3:-b0xXb �S = 2a --M9:(�, 5 =Mr� a ProductApprovalM, .S s- Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance(M,)From Table Below 31,'A Product Approval Mr y�+J Mf Required Moment Resistance' Mean Roof Height---► Roof Slope 15' 20' 25' 30' 40' 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 1 30.0 '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 the systems use Method 3.Compare the values for F'with the vaFues dor •••• •• F,. If the F'values are greater than or equal to the Fr values,for each area of the taof othen ••••• sees** the tile attachment method is acceptable. "...." :....: Method 3"Uplift Based Tile Calculations Per RAS 127" "" (P,: x 1: x w:= _)-W: X cos 0: - =F,, ProductApproval'Ia'" •" ""' (P2: x 1: - x w:=-)--W: x cos 0: - =F,z Product Approval F'�_ (P,: x 1: = x w:=_)--W: x cos 0: =F,, Product ApprovDI F'• _ • ...... Where to Obtain Information .••' • Description Symbol Where to find ••• Design Pressure Pt or P2 or P3 RAS 127 Table 1 or by an engineering analysts prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope .. 49•• . Job Site Aerodynamic Multiplier A ' ' P dt t Appfovaf Restoring Moment due to Gravity • Mo• • Ptodnct Appooval• Attachment Resistance•• 44• • PfCWuctTPPi0v4l. Required Moment Resistance K Calculated Minimum Attachment Resistance f' Product Approval Required Uplift Resistance • P. . G% aced • "' Average Tile Widl 4 W •• P dtluct Api oval • _ Tile Dimensions I'•-length Product Appiavel w-%-Adth _ All calculations must be submitted to the Building Ofilciat at the time of permit application. • • • • • • • • • • MIAMI,DAdE N-HAAII RADE COUNTY e PRODUCT CONIROI,SECTION 11805 SSV 26 Street,Roam 208 DEPARTDIENT OF REGUTAATORY AND ECONOIIIC RESOURCES(R 111) Miami,Florida 33175-2474 BOA1tD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE(NOA) _ t�'«w nriamttladr.eoFlecanonrY CertainTecd Corporation 1400 Union Meeting Road,P.O.Box 1100 Blue Bell,PA 19422-0761 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: CertainTeed Conventional Built-Up-Roof Systems over Woad Decks. • . LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state gfid••• *fees* following statement:"Miami Dade County Product Control Approved",unless otherwise!W ed ferein.•••.. . RENEWAL of this NOA shall be considered after a renewal application has been filed ag d AV.ele has bgelf "'• no change in the applicable building code negatively affecting the performance of this pro411%t, & 0 •••• TERMINATION of this NOA will occur after the expiration date or if there has been a 0 0 0 0 000 or clia 0000 06:600 in the materials,use,and/or manufacture of the product or process.lviisuse of this NOA gsGarl,%izdorserriG r; ease:* of any product,for sales,advertising or any other purposes shall automatically terminate thisHQA.Failurg • to comply withany section of this NOA shall because for termination and removal of NOA.' ..••.. •...•. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade CO`ti}ly,,Flarica,o ergd 0... . followed by the expiration date may be displayed in advertising literature. If any portion of the VVA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shad be provided to the user by the manufacturer or its distributors and shall be availa(,ile fa;iVspec tion at throb site at the request of the Building Official. • . • . . . . This NOA renews and revises MA.M.(:8-D41Q V7%nd consists of pages 1 through 16. The submitted documentation WA re4Wbd`b;J4rgp,P.Acebo. . ••••.• . . ..• • . • :0: ••• ' ' NOA No.: 13-0204.14 •• ` ` Expiration Date: 06/19/18 MM =COUN"W Approval Date: 05/30/13 ' Page 1 of 16 . . • • • • • • • • • 0 • ROOFING SYSTEM APPROVAL Category: Roofing Sub-Cateeorv: Built-Up Roofing Material• Fiberglass Deck Tvtue• Wood Maximum Design Pressure: -60 psf TRADE NAMES OF PRODUCTS MANUFACTURE,D OR LABELED BY APPLICANT: TABLE,I Test Product Product Dimensions Specification Description All Weather/Empire 36"x 65'10"; ASTM D 4601 Asphalt coated,fiberglass reinforced base Base Sheet Rall weight:861bs. Type II sheet. (2 squares) UL Type 15 Flintglas®Mineral 36"X 32'10"; ASTM D 3909 Asphalt impregnated and coated inorganic Surfaced Cap Sheet Roll Weight:781bs. glass fiber surfaced with mineral granules 0 square) used as the top ply in conventional built-up roof membranes. Flintglas®Mineral 36"X 32'10"; ASTM D 3909 Asphalt impregnated and coated inorganic Surfaced Cap CoolStar Roll Weight:78 lbs. glass fiber surfaced with mineral granules (1 square) used as the top ply in conventional built-up roof membranes. Covered with reflective CoolStar Coating. FlintglasO Ply Sheet 36"x 1647'; ASTM D 2178 Fiberglass,asphalt impregnated ply shF3eV • Type TV or VI Roll weight:40/55 Type IV or V I •• *004 • Tbs. UL Type G1 '°'•" ••" •'•••• (5 squares) •,•:i• :..•.: Flea I-Glas Base Sheet 36"x 98'9'; ASTM D 4601 SBS Modified,fiberglassa$1'ifilb�eed b$ °.;° • Roll weight:90 Tbs. Type H sheet. 00:60: 0•••• .• ..• (3 squares) UL Type 62 00 fie '60• ; ...... Gooses Flex-I-Glas FR Base 36"x 98'9"; ASTM D 6163 SBS Modified,fiberglastreittforced b4se •• .•i„• Sheet Roll weight:90 tbs. Grade S sheet. • ••••• (3 squares) Type I •• • •,•• • • GlasBasen'Base 36”x 98'9"; ASTM D 4601 Asphalt coated,fiberglass base sheet. Sheet Roll weight:69 tbs. UL Type 02 (3 squares) Black Dianiond`rm R4h1 *A6TT 4 V 1970 Self-adhering fiberglass reinforced Base Sheet .weiglSt:,T$111Z.; ; •• modified bitumen base sheet Go Go "' ' "` • • • • NOA No.: 13-0204.14 ',• •,• ;• Expiration Date: 06/19/18 � �'n°di co� Approval Date: 05/30/13 Page 2 of 16 ••• • • • • ••• • • • •• •• • • • •• •• APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) F1intBoard ISO Polyisocyanurate foam insulation CertairTeed Corp. ACFoam-H Polyisocyanurate foam insulation Atlas Roofing Corporation High Density Wood Fiberboard Wood fiber insulation board Generic Perlite Insulation Perlite insulation board Generic 1-1-Shield Polyisocyanurate foam insulation Hunter Panels,LLC DensDeck,DensDeck Prime Water resistant gypsum board Georgia Pacific Gypsum LLC ENRGY 3,ENRGY 3 25 PSI Polyisocyanurate foam insulation Johns Manville Corp. Multi-Max 3,Multi-Max FA-3 Polyisocyanurate foam insulation RMax Operating,LLC. APPROVED FASTENERS: TABix,3 Fastener Product Product Manufacturer Number Name Description. Dimensions (With Current NOA) 1. Dekfast Fasteners W14& Insulation fastener SFS Intec,Inc. #15 HS steel plate 2'!x 2. Dekfast Galvalume Steel Galvalume AZ50 "x 3 '/a" SFS In#ec,Inc. Hex Plate 3. Dekfast Dekflat Round Polypropylene plate 3"x 3'/a" SFS Intec,Inc. Plastic Lock Plate 000004• 4. #12 Standard Roofgrip& Insulation fastener for-wood 0 00 •• • #14 Roofgrip and steel. • ...... .... ...... 5. AccuTrac Hextra Insulation fastener for-wood GDv,Jnc. :sees: and steel Igoes a :060:6 ' ' 6. 3 in.Ribbed Galvaiume Galvalume stress plate. 3"round ©W",Inc. 90 09:066 ' 000000 ..00 00000 Plate ' 7. AccuTrac Plate Galvalume stress plate. 3"square 000000 Inc. " ' "•';' 0 "0 S. 3 in.Round Metal Plate Galvalunie AZ50 steel plate 3"round ,OM�,Inc. 0•••:• 9. Trufast#12 DPH& Insulation fastener for-wood A1ten1dli,BiInck&CV.•• • Trufast#14 HD Fastener and steel decks U.S.,Inc. 0000 10. Trufast 3"Metal Galvalume AZ50 steel plate Y round Altenloh,Brinck&Co. Insulation Plate U.S.,Inc. see see 0 see • 000 • 000 • 0•0 ' ' ' • • • • • • • • NOA No.:13-0204.14 Expiration Date: 06119/18 MIAMlDAOECOUNW Approval Date: 05130/13 ' Page 3 of 16 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • EVIDENCE,SUBMITTED: Test Aaene-Odentifier Name Report Date TrinitylERD TAS 117(B) 3503.10.06 10/10/06 TAS 117(B) 06490,04.07-RI 06/27/07 TAS 117(B)/ASTM D6862 C8500SC.11.07 11/30/07 TAS 114 C8370.08.08 08/19108 ASTM physical Properties C10080.09.08-R4 03/25/10 ASTM D4601 C40050.09.12-1 09/28/12 ASTM D3909 C44200.03.13 03/22/13 ASTM D1970 C40050.09.12-2 09/28/12 Momentum Technologies,Inc. ASTM D 4601 AX31 G8D 09/05/08 ASTM D 3909/D 4897 AX31G8C 09/05/08 Factory Mutual Research Corp. FMRC 4470 I.I.OWALAM 03/23/96 FMRC 4454 J.1.ODW AM 04/04/97 FMRC 4470 J.I.2DOAO.AM 12/23/98 FMRC 4470 J.I. 1D7A4.AM 11109/98 Underwriters Laboratories,Inc. UL 790 R11656 01/11113 United States Testing Company ASTM D 5147 97457-4 06/03/88 ASTM D 5147 97-457-2R 12/02/87 PRI Construction Materials ASTM D2178 CTC-122-02-01 03/13/12 Technologies LLC ASTMD2178 CTC-123-02-01 03/13/12 ASTM D6163 CTC-066-02-01 08/09/11 ASTM D4601 CTC-127-02-01 03/13/12 . ...... .... ...... • ••sseG .... . ..... ...... ..e• *Goes e• •• •• • •Gess• s •G••G• • as •Gee•• to 00 • •• ••• • • • • • •• • •ss • sox • •e• • NOA No.: 13-0204.14 M1AM1•DADECOUNTY Expiration Date: 06/19/18 � Approval Date: 05/30/13 •o• •o• Page 4of16 . . . . . • . . . . . .. .. . . • .. .. ... • . . •G. . . Deck Type 1: Wood,Non-insulated Deck Description: 19/3211 or greater plywood or wood plank attached using approved nails spaced 4" o.c.at wood joists spaced maximum 24"o.c. System Type E(3): Base sheet mechanically attached. Base Sheet: All Weather/Empire Base Sheet,GlasBase base sheet or Flintglas Premium Ply Sheet mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4"and fastened with 11 ga.annular ring shank nails and approved tin caps 8"o.c.in the lap and three rows staggered in the center of the sheet 8"o.c. Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type IV)or Flintglas Premium Ply Sheet(Type VI)or ASTM D226,Type I sheet adhered in a full mopping of approved asphalt at an application rate of 20-40 lbs./sq. Cap Sheet: (Optional)One ply of Flintglas Mineral Surface cap sheet or Flintglas Mineral Surfaced Cap CooiStar adhered in a fii11 mopping of approved asphalt at an application rate of 20-40 lbs./sq. Surfacing: (Required if no cap sheet is used)Any coating,listed below,used as a surfacing, must be Iisted within a current NOA.Install one of the following: 1. Gravel or slag applied at 400 lb./sq.and 300 ib./sq.respectively in a flood coat of approved asphalt at 60 lb./sq. 2. A two part coating consisting of a base coat of APOC#300 Asphalt Fibered Emulsion at rate of 3 gal./sq.;surfaced with 1 gal./sq.APOC#212 Fibered Aluminum Roof Coating. Maximum Design • Pressure: -60 psf(See General Limitation#7) • ...... .... ...... .... . ..... ...... .... ..... .. .. .. . ...... . . . . ...... .. ... . . . . . .. .. • • . • . . .. . . . . ... . .. ... .. . . . .. ... .. ... . . . . • • • • • NOA No.-13-0204.14 . .. . see 000 :0• • • Expiration Date: 06/19/18 Mtat�ioaoa couNTr Approval Date: 05/30/13 ••• ••• Page 15 of 16 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . WOOD DEc K SYSTEM[LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./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 be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8"ribbons in three rows,one at each 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 be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 Ib£,as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested,are below 275 Ibf.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 rogtstered ' Professional Engineer,Registered Architect,or Registered Roof Consultant maybeott�ralded. SaIT� ••• • revised fastener spacing shall utilize the withdrawal resistance value taken from Testi Veplication • • Standards TAS 105 and calculations in compliance with Roofing Application Standaw.US 117.. 0 ;•••• 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requIreimeilts of tbe!? '.. �. •• areas. Fastener densities shall be increased for both insulation and base sheet+as."culated.in.. ..:..' compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sear ....'.. by a Florida registered Professional Engineer, Registered Architect, or Registered Ropf;Consultant • (When this limitation is specifically referred within this NOA, General Limit'htion 99 wllliypt;• •••••• be applicable.) •••••• S. All attachment and sizing of perimeter nailers,metal profile,and/or flashing terminatign designs• ' shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The inaximuin designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field,perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation 07 will not be applicable.) .. ... . . . . . .. 10. All products listed herein shall hark a qu alJty'as�uCar!e 4it:in accordance with the Florida Building Code and Rule 9N-3 of the FloruJaa IdLisiilraltve Code- 00 ... .. . . . .. END OF THIS ACCEPTANCE . ... . ... . ... ... . . . . . .. . • ' ' NOA No.:13-0204.14 . . . ntu�rstnaoE coutvrr • . . . . Expiration Date: 06/19/18 Iq Approval Date: 05/30/13 ... ... . Page l6 of M , fiber or wood fiber,any thickness. Base Sheet:Type G2"Glasbase"base sheet. ply Sheets:Two to three layers of Type G1"Flintglas"ply sheat or Type G-2"Glasbase"base sheet. Surfacing.Gravel or stag. 7. Deck:C-16132 Incline:3 Vapor Retarder(Optional):Type G2"Glasbase"or UL Classified vapor retarder. insulation(Optional):One or more layers or combination:of the following:Polylsocyanurate,perlite,glass fiber or wood fiber,any thickness. Membrane.Three or four layers of Type G1"Flintglas"ply sheet. Surfacing:Gravel or slag. S. Deck:0-16132 Incline:l Vapor Retarder(Optional):Type G2"Glasbase"or UL Classified vapor retarder. Insulation(Optional):One or more layers or combination of the following:Polylsocyanurate,perlite,glass fiber or wood fiber. Base Sheet:One layer Type G2"Glasbase Base Sheet". Ply Sheets:Two layers Type G1"Flintglas Ply Sheet". Cap Sheet:One layer Type G3"Filniglas Cap Sheer. 0. Deck:NO Inollne:1/2 . Insulation(Optional):One or more layers or combination of the following:Johns Manville"ENRGY 3", polyisocyanurate,perilte,glass fiber or wood fiber,any thickness. Base Sheet:Two layers Type 02"Glasbase Base Sheet`or two layers Type G1 "Flintglas Ply Sheer. Surfacing:Type G3"Flintglas Cap Sheei". 10. Deck:C-15/16" Incline:112 *`All joints blocked. Insulation(Optional):One or more layers polylsocyanurate,2 In.min,wood fiber,l in.min,perlite,3/4 In. min,glass liber,15/16 in.min. Base Sheet:Two layers Type 02"Glasbase Base Sheet"or two layers Type G1 "Flintglas Ply Sheet,. Surfacing:Type G3"Flintglas Cap Shaer. 11. Deck: 0-16132 Incline: 3 Insulation(optional): Any thickness,one or more layers or combinations(optional of"Hy-Therm AP", •• • "Hy Therm TAPERED","Hy-Therm COMPOSITE","Colo Thorm""HY-Tea(Energy-1.0k)",ITRi-Star",wpZa>� 8888 . fiber or glass fiber,mechanically fastened or hot mopped. 0,00 . .... Base Sheet: Type 15 asphalt organic felt,or"Glassbase Base Sheet",nailed or hot mopW44... •0000 • •• • ply sheets: Min three plies Type 16 perforated asphalt organic felt,"Flintglas Type Vl Pre"La fly Sheei", • "Flintglas Type IV Piy Sheer,hot mopped. 8 0 0 0 Surfacing: Gravel or stag. •••••• Osseo 12. Deck. NO Incline: 2 •••••. 8 8 8 8 0.:0 Insulation(Optional): Any thlcknoss,one or more layers or combinations(optional)of"Hy-lhet A AP",•..• 8 8 8 8.. "Hy-Therm TAPEREI?","Hy-Therm COMPOSITE","Celo-Therm","HY Teo(Energy-LOIg.,vyggd Liber or 0 0• glass fiber,mechanically fastened or hot mopped. Base Sheet: Type G2"GIassbase Base Sheel",Type G1"Flintglas Type VI Premium Piy.Sheet"or a 8 8 8 8 "Flintglas Type IV Ply Shoot". 8888• Ply Sheet: Min one ply Type 01,"Flintglas Type VI Promium Ply Sheet"or"Fllntglas Type re;[ Sheet", ;••• • hot mopped. •000•• Surfacing: Type G3 cap sheet,"Flintglas Cap Sheet',hot mopped. Class B 1. Deck:C-15132 Incline:1/2 Base sheet:Two layers Type 16"AII Weather/Empire Base Sheer. Surfacing:Type G3"Fllntglas Cap Sh ger 0 0 0 0 0 0 •0 2. Deck:C-15132 ;Inollne:3140: . : . . . Vapor Retarder(Optional):Type G20'Qlasbj)sit'of L1j-Qlarted vapor retarder. Insulation(Optional):One or morelayerearcontbination of the following:Polyisocyanurate,perlite,glass fiber or wood fiber. Base Shoat:One layer Type G2"Glasbase Base Sheer. Ply Sheets:One layer Type G1 ItlnlgMaIlly 813eet" 0: -*- *00 '0 • . .. . . . . . .. ... . 8888.. . . 8888 . . . . . . . . . . . 8888 . . . .. .. MIAM •CDAD MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(ONC) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRKEION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) )rVvy mi 1111 dad%govlbuilclinel 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 Couuuty BNC-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction {AF1J). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(Iti 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 low,pftya state an d•• •••�:• following statement: "Miami-Dade County Product Control Approved",unless otherwise twteA berein.•...•• ....; •••••• RENEWAL of this NOA shall be considered after a renewal application has been filed alvd-Owre has been no change in the applicable building code negatively afffecting the performance of this produc?••• ••;••• ...... ...0 ..... TERMINATION of this NOA will occur after the expiration date or if there has been a revision or chfge ih the ••••;• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an eXrsaituent of any •••• • product,for sales,advertising or any other purposes shall automatically terminate this NQA.Ftuilure tg cam* • with any section of this NOA shall be cause for termination and removal of NOA. .. 0000 •••• 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 b©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 th*3$b 8%4 tbe�egud tofxAl3 Building 0fricial. . .. so: . . ... . This renews NOA#060526.09 and consists 449W ftbu$ha...• The submitted documentation was reviewed by Alex Tigera. • NOA No.:11-0321.01 ••• Expiration Date:Date.10(05116 ECRU iY : :• : •.• ••• • Approval Date: 05/12/11 Page 1 of 7 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. X2.00F1N0,Assm3LY APPROVAL Catesory: Roofing NO-Cateaoz . Roofing Tiles aterial: Concrete 1.,SCOPE: This approves a system using )3agle Roofing products Malibu Conerete Roof Tile, as manufactured by Eagle Roofing Products LLC in Surnterville,FL.and described in Section 2 - of this Notice of Acceptance. For locations where the pressure requirements,as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2.MODUCT DESCRIPTION: Manufactured by Test Product Annlicant Dimensions Speeif"ications Description Malibu Concrete Tile 1= 17" TAS 112 Low profile,interlocking,high pressure w= 12/21 extruded concrete roof tile equipped with ''/2"thick three nail hole and double roil ribs. For direct deck or battened nail-on,mortar or adhesive set applications. Trim pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for w=varies use at hips,rapes;ridges and valley varying thickness 'terminations. Manufactured for eacl$ i.e0: 0000.. profile. '..' : 0 0000 .' 000.00 0060 .0000. 0000.. 000000 0000 9 .0669. • 0000 0000. 096600 0096 90999 06 09 66 9 690090 9 600090 9 0 6 6 0 9 6 9 099060 .06600 0 6 .6906. 90 0 0006 0 0 6006 96 966 9 . 6 . . 60 09 6 9 6 0 6 .. . 66 6 0 6 6 966 . . 0000 . . . 00 909 09 0 0 0 00 • NOA No.,11-0321.01 666 . 609 9 0 0 • Expiration Date. 10/45/16 r[►ar�[•DADE CO [ rY :0 6•' •• Approval Date: 05/12/11 Page 2 of 7 ... 9 . . . ... 6 6 ... . . . 66. . . 2.1 EVIDENCE SUBMITTED; TestAKeney TestMentiiier° Test, I�Is�ne/Rgnoa�t Rate PRI Construction Materials PRI06178 TAS 112 08/23106 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 I1 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 Sot) 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 22447099 Physical Properties Sept. 1994 Industries,Inc. TAS 112 The Center for Applied 25-7094-1 Static Uplift Testing Oct.1994 Engineering,Inc. TAS 102 (41' Headlap,Nails,Direct Deck,New Construction) •••••• The Center for Applied 25-70947 Static Uplift Testing •••••• Oct.•f�9 •••• • Engineering,Inc. TAS 102 • (4"Headlap,Nails,Battens) .... :'••• The Center for Applied 25-7094-4 Static Uplift Testing Oct'1994000000 • Engineering,Inc. TAS 102 • • • .. . ...... (4"Headlap,Nails,Direct DOCK.::. •• Reoover/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 ••• *00 : : t2 011k0ilive Screws,Battens) . .. . . . . 000 . 00 00 0 . ... . ... . ... • NOA No.:11-0321.01 • • •0 so • • • Expiration Date:10/0546 MOMMAI� � Approval Date: 05/12/11 Page 3 of 7 ... . . . . ... . . . . V: . . • 0% .. .. . . . .. .. . . . . . ... . . The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering,Inc. 25-7214-6 TAS 102 - (1 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,Iric. 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 257848-6 Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep.2006 Walker Engineering,Inc. Calculations Restoring Moment Due to Gravity Sep.2006 3. LIIYIITATIO s: 3.1 Fire classification is not part of this acceptance. 12 For mortar or adhesive set file 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 to svb4iitted to ••••;• the Building Code Compliance Office for review. •• • •••• • 3.4 Minimum underlayment shall be in compliance with the applicable Roofing MppSi'cations "" """ ..• Standards listed section 4.1 herein. •••• • • :" 3.5 30190 hot mopped underlayment applications may be installed perpendiculai"toaproof 4W•• 06:04" unless stated otherwise by the underlayment material manufacturers publisheA literature. •••• Goose 3.6 This acceptance is for wood deck applications. Minimum deck requiremento 4 fg die in •••• ...... compliance with applicable building code. . . . . ...... •• • •••• GO: GOO •• • •• • • • • ••• • •• to: •• • • • •• • •'• ••• GOO ••• NaA Na.:11-0321.01 ••• ••• Expiration Date.,10/05116 N1IAM��c 14'ry • •• • • • •• •• •• Approval Date: 05112/11 + • .Page 4 of 7 • • • • • • • • • • ••• • • 0 ••• • • 4. !NSTAI.LLAT)<CDN 4,1 Bagle Roof=ing Products LLC Malibu Concrete Tile and its components shall be installed ill strict compliance xvith 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-1(ft) Width-w(ft) Malibu Tile 9,6 1.417 9.04 Table 2: Aerodynamic Multi tiers - ft3 Tile I(ft) I{ft3) Profile Batten Application Direct Deck Application Malibu Tile 0.306 0.282 `� I� , storing Moments due to Gr avi -M (ft-lb Tile 3 :12 :12 5 A z 61.e 12 7";12" or Profile reater Malibu Tile Battens Direct Ba#fens Direct Battens NDIrectBattens Direct Battens Direct Deck Deck Deck Deck 8.30 6.65 6.21 6.54 6.08 6.93 6.25 5.77 6.08 Table 4: Attachment Resistance Expressed as a Moment-Mf(ft lbf) for Mail-tin System,stem, 0 ' Tile fastener Type Direct Deck Dire4Det :'g.•'�Battdns�• •••Profile {min 15132" (min00 plywood) ply ...Malibu Tile 2-10d Rin Shank Nails 27.8 281-10d Smooth or Screw 8,8 •• • • •Shank Na11 2-10d Smooth or Screw 16.4 •0 7.1 . •' Shank Nails 000000 1#8 Screw 25.8 25.8 0 o 22 :0000: 2#$Screw 47.1 47.1 •• 49.1 *go* 1-10d Smooth or Screw 24.3 24.3 244•• Shank Nail Meld Cli 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Cli 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field CII 2-10d Smooth or Scree► ... 0 •31.$ 31.9 32.2 Shank Nails Eave C ` ' so 2-10d Ring Shank NVI ••• ••43.0! • • • 67.5 50.9 1 installation with.q 4°tile headIR and Easterners are located a min.of 2/°from head of We. ... 0000• 0000 00.00 0000. 0000• • • • • • • 1+�0A�to.:li-0321,x1 • • • • • • • • • • • Expiration Date:10/05/16 IAMIf7ADECOU . 0000 • • • • • :0 1� • • • • • Approval Date: 05/12/11 . Page 5 of 7 ••• • . . . 0000 • • • •. 0000 • • • •• •• • .0000 . • . 0000• • 0 Table s: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Malibu Tile Adhesive 26.1 2 See manufactures component approval for installation requirements.. 3 Flexible Products Company TlleBond Average vielght per patty 1 1A grams. Polyfoam Product,Ino.Average weight per pat!y_8 grams. Table 6: Attachment Resistanco Expressed as a Moment-Mf(ft lbf) for Single.Pat!y Adhesive Set S stems Tile Tile Application Minimum Attachment Profile ' Resistance Malibu Tile Pol foam Pol Pro"M 86.61 Pol foam Poi Pro'"I 46.6 4 l ar a add lacement of S4 rams of Poi Pro,,M. 4 Medium add lacement of 24 rams of Po ProTf'. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar$et Systems Tile Tile Attachment Profile Application Resistance Malibu Tile Mortar Set' 20.60 5. LABBLING 9980 0000.. All tiles shall bear the imprint or identifiable marking of the manufacturer's�a :or logo t868. 0 00 Detall Below)s or following statement:"Miami-Dade County Product Control jVIN+ed". 0 0000 .0.00. 0 0 .0000. 0000 . 0000. . . �r 00000. 00 80.00 . . .. .. ..0 0. 0000.6 ilk -EA 000*0 _ . 0 . . 0000.. •008.0 0•!.0• :0000:G- LE. ..., 0000 FLORIDA MALIBU CONCRETe.RQW TtLI,LAB$L*SU"TERVILLI4.PLANT (LocX rh):oj§itillydsfbx OF TILE) . 0000 . . . . •. ••. .. 0 . . .. • 0'' • 0•• • 0:6 NOA No.,.11-0321.41 • • • • • • • • . Exptratlon Date 10/05/16 MIAM O 1`i • •• • • • • • •• Approval Date: {3511?J11 • Page 6 of 7 . )3UILDING 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 ' L :jou ya. � f •. • • '`frr�. ..• ^ {'t.• 4444 4440•• . � " :' . 0000.• 0004 r�=�• o 0000.. • t� ,• � 4000•• 0044 4444• A� •. •• •• • ••...• ...••. . • . • . • • • • • 4004•• 4404•• • • • •40.60 604 0 • •00• MAL=CONcRFTE ROOF TILE END OF THIS ACCEPTANCE .. 0 0• . . . . . •• • "' "' 0:0 NOA No„11.4321.01 . .”' ' 0 0 • Expiration Date:10/05/16 . . . . . . . . . COUN •• •• Approval Date: 05/12/11 • Page 7 of 7 0:0 . . • . .0• . . . . •. . . . . . •• .. . . • •• .. ... . . . ... . . 10i MIA►MI•lMIAMI-RADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRON\LENT,AND REGULATORY AFFAIRS(P MM) 11805 SW 26 Street,Roam 208 BOARD AND CODE AMUNISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) «�ti�s F»ia�ntdadc.toytnera Owens Corning One Owens CorningParkway Toledo,OH 43659 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.Tile documentation submitted has been reviewed and accepted by Miami-Dade County PERA-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 Count),)and/or the Ai-IJ(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. PERA reserves the right to revoke this acceptance, if it is determined by Mianii-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:WeatherlocV Specialty Tile&Metal Underlayment LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following •&sass statement: "Miami-Dade County Product Control Approved unless otherwise noted herein. •••••• •• • sees • RENEWAL of this NOA shall be considered after a renewal application has been filed and tlier•'e2fas been Itd Change •••••• in the applicable building code negatively affecting the performance of this product. •••••• • • excess sos• • *sees TERMINATION of this NOA will occurafter the expiration date or if there has been a revisiamorichangeivi4e 00:00 • materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any jodct, *.,•�. for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to`&nply with any section •• . . . . ...... of this NOA shall be cause for termination and removal of NOA. ••••• e • . . •&goof ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florila, and folioNy':�-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. •e see s s • s s •e This renetivs NOA#09-0908.06 and consists of page;I'tk;oto ;3;•� The submitted documentation was reviewedy•Alg�•Tigpia! ; . . . . . . . . . . • •• 000000 " NOA No.: 12-0309.03 MIAMI-DADECOUIJ?Y Expiration Date: 07/31/17 Approval Date: 07/05/12 ••• ••• Page 1 of 3 . . . . • . . e . . .se •e• ..• . .. .. ... ... . . ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Underlaylnent Material: SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification. Description Weatherloev 36"x 33.3'rolls TAS 103 SBS self-adhering asphalt sheet material wit],a Specialty Tile& 36"x 66.7' rolls white or green glass re-enforced polyester Metal Underlayment surfacing fabric;for use as an underlayment in sloped raof assemblies. MANUFACTURIGN LOCATION: 1. Brentwood,NH EVIDENCE,SUBMITTED: Test Asrencv Test Identifier Test Name/Report Date Underwriters Laboratories,Inc. R14610� Follow up Service 03/28/02 TRT-Arcon,Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies,Inc. NEI-006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114(H) 07/30/02 PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM G 155 08/08/07 Technologies,LLC. NEI-053-02-01 ASTM D 4798&ASTM G 155 :WICV08 NEI-076-02-01 TAS 103/ASTM D4798 ••••; •02/14/11 6666•• 6666 f••••• • APPROVED ASSEMBLIES: •••••• • Deck Type 1: Wood,non-insulated,new construction •••• • ••••• ...... .... ..... Decic Description: 15/32"or greater plywood or wood plank •• •• •• • •••••• • System E(1): Anchor sheet mechanically fastened deck,membrane adhered. • .•.•.• ....•. Base Sheet: One or more plies of ASTM D 266 Type Il or ASTM D 2626 with a m11*i;nuc:i 4"side•ap.111d a:6.60: 6"end lap mechanically fastened to deck with approved nails and till caps 6" o.c.at tiliWaps and two staggered rows 12"o.c. the field of the roll. Membrane: One or more plies of Weatherlock-0 Specialty Tile&Metal Underlayment with a minimum 4" side lap and 6"end lap.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strappililf 8010b j:bgj%,ita Weafiferlock-0 Specialty Tile&Metal Underlayment is acceptable. •• ••• • Surfacing: Approved for Adhered Roof Tile,Mechanically Fastened Roof Tile,Metal Roofing,Woad Shake&Shingles,gild Asplialtig Shiq&le assetpbli•ji ... . ... . • . . . . . . . • . . . . . • •• ' " NOA No.: 12-0309.03 MIAMI•DADECOExpiration Date: 07/31/17 •9 UiJTY Approval Date; 07/05/12 ••• • ••• Page 2of 3 . . . • . . . . . • • .. .. • . . .. .f LIMITATIONS: 1. Fire blassification is not part of this acceptance, 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be hi compliance with applicable building code. Weathercock® Specialty Tile & Metal underlayment shall be installed in strict compliance with applicable Building Code. 3. Weatherlock® Specialty Tile&Metal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. Weatherlock° Specialty Tile & Metal underlayment shall not be applied over all existing roof membrane as a recover,but may be applied over roofing Base/Anchor sheet underlayment. 5. Weatherlock Specialty Tile&Metal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard maximum roof pitch for Weatherlock®Specialty Tile&Metal underlayment shall be 6:12 when tiles are loaded directly to the Weatherlock Specialty Tile & Metal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. S. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. Weatherlock' Specialty Tile & Metal underlayment may be used with any approved roof covering Notice of Acceptance listing Weatherlock° Specialty Tile&Metal underlayment as a component part of an assembly in tiie Notice of Acceptance. If Weatherlocko Specialty Tile&Metal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (A-HJ) or 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. 10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley,start at the low point and work to the high polrit,rgllmg tlim%Avbrane•°•••• from the center outward in both directions. For ridge applications, center tite membrane atad tall fronj Vjg6 Center •• outward in both directions. """ ****Go •••••• 12. Roll or broom the entire mernbrane surface so as to have 100%contact with the surface,N'a special attention to:.... overlap areas. 666669 • **go* 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembl3r L0fitpt Project Control*•••• .. .. .. . ...... Notice of Acceptance and applicable Building Code. ••°•• •• 14. All protrusions or drains shall be initially taped with a 6" piece of underlaynnent. T ie nasling tape shall be. pressed in place and formed around the protrusion to ensure a tight fit. A second layer cf WeaiherloA Specialty....;. Tile&Metal underlayinent shall be applied over the underlayment. 15. 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. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufactlu•et•'s name or logo and the following statement: "Miami-Dade 1;6hng1'r0d4ctXn141•c1 4pproved" or the Miatni-Dade County Product Control Seal as shown below. °• • •°• • + ••• +• MIAMWADE COUN Y ENP OR THIS A'OCErTAYCE ... . ... .. . . . . . . . . . . . . • • • • ' ' NOA No.: 12-0309.03 MIAMbPADSCOUNTYIN Expiration Date: 07/31/17 •�• ° . ,,.. . Approval Date: 07/05/12 • • • ' Page 3 of 3 •.. . . . ... . . M1AM t AfiAMI-DADS COUNTY EM= PRODUCT CONTROL SECTION DEPART,ViENT OF PERNIMFING,ENWRO� MENT,AND REGIJLATORY AFFAIRS(PERA) 11805 SW 26%rcel,Room 208 BOARD AND CODE ADIIMISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2S99 NOTICE OF ACCEPTANCE(NOA) u-%vw.mlarnidade.eov/acra 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 SCOPE: This NOA is being issued under tile applicable rules and regulations governing the use of construction materials.Tile documentation submitted has been reviewed and accepted by Miami-Dade County PERA-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 (Ill 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. PERA 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: 3M-f-%'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 fliers has leen no cR�ISk 0 0 0 0 in the applicable building code negatively affecting the performance of this product. •• 66696 • 000000 oro• 0000.. TERMINATION of this NOA will occur after the expiration date or if there has been a revisioiteral Ige in file• •••• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsej-gdiRbf pny prod'j,*[or • sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comp])rM any sation of ••••• 0.. 00:00' this NOA shall be cause for termination and removal of NOA. 0000000• •o •• ADVERTISEMENT: The NOA number preceded by the words Miaini-Dade County, Florida'AMfollotived Ily the ••• • expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,thee.it slia:64%3iane •®•••• in its entirety. o• • •••• • • 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 and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was revicxved byA 1iMdTiSeCa.••• ••• • •• • • • • ••• • NOA No.: 12-0228.18 • ••• • ••• • ••• Expiration Date:05/10/17 MIAMI•DADECOUNTY •• •• •• Approval Date:05/10/12 "' ' Page 1 of 7 • • • • • • • • • • • •• •• • • • •• •• ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MT"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 obtahied 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 attachruent 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 Descrintion Specifications 3MT"'2-Component Foam N/A TAS 101 Tivo component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPackO 30 R 100 NIA 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 ANA 60 roof tile adhesive. 0000.. 0000.. MANUFACTURING LOCATION: • .. 0000 0000.. 0000 0000.. 1. Tomball,TY. ...00.. , 0 .0.... 00 PHYSICAL PROPERTIES: .•e• 0.000• • 0000• Results••...• . 0000• Pro pert Test 0. •• .. .. .. . 0000.. Density ASTM D 1622 1.6 lbs./ft 3 ..•••. .• Compressive Strength ASTM D 1621 18 PSI Parallel to rise • w • 00 00. • • • 12 PSI Perpendicular to rise :**see Tensile Strength ASTM D 1623 28 PSI Parallel to rise *.•o : 0000 ;....; Water Absorption ASTM D 2127 0.08 Lbs./170 ..:. Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change a -40°F.,2 weeks +6.0%Volume Change @I 58'F., 100%Humidity,2 00 •.• . . ,Ve4s. .. Closed Cell Content AITM D 195%: :8B0,4 . 0. . • . • .•• . 00 see 00 0 0 a so NOA No.: 12-0228.18 n Date:05/10/17 MlAMI•DADB COUNTY .• •i• i.• •.• •i • • Approval Date:05/10/12 :. see see :. Page 2 of 7 . . . . . . . . . . . .. .. see. . .. .. ... . . ... . . Note: Tine physical properties listed above are presented as typical avet•age values as determined by accepted ASTM test methods and are subject to normal ma))Onctul-Ing variation. EwDENC)1 SuBmimm: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1 PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ranntech 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 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28198 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 :060:6 0000.. LIMITATIONS: 6 6 •••0 • 0000.. 0000 0000.. 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly4 £I"rating. 0000.. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,loxv,A11311;tile pr t�aet. • 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 124» ..6 6 4. Roof Tile manufactures acquiring acceptance for the use of 3MT"I 2-Component Foam Rodi'Tt1d Adhesiv+t 4l-l: ••••;• 160 roof file adhesive with their file assemblies shall test in accordance with TAS 101. 0000.. . 0 6 0 0000.. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adlne!ive vV;ith their,tttt;••• 6 assemblies sliail test in accordance with TAS 101 with section 10.4 as modified herein. 006. _ 0000 2 F'= MS .. 060 6 6 . . . .. 0000 . . . 00. .. . . . . ... . . 0000 . . . . NOA No.: 12-0228.18 ..0 . 0 6. 6 6.0 Expiratton Date:05/10/17 MIAMI•OADE COUNTY �•• � s e 6 •• 0 0 0 Approval Date:05/10/12 NORMLm0 1 • • • • 6 6 . 6 6 . 6 Page 3 of 7 . 60 • see *00 60 6 . 066 0 0 6 0.0 INSTALLATION: 1, 3MT111 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 3MT"i 2-Component Foam Roof Tile Adhesive AH-160. 2. 3Mnl 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 ill compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MT111 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 3MT11'2-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 RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio behveen the"A"component and the"B"component shall be maintained between 1.0-1.15(A): 1.0 (B). The dispense tinier shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 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 starlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 2 to 3 minutes after 3MT61 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. • fees** Table 1: Adhesive Placement For Each Generic Tile Profile •• 0 004 •so •• Tile Profile Placement Detail Single Paddy Weight Two PfZ(f:•:lgltt per f • Min.(grams) paddy Midi(grams) :0*s• Flat,Low,High Profiles 41 35 •NfA •• 0000 • High Profile(2 Piece Barrel) #I 17/side on cap and 34/pan •'ffA: •• so ••••• see*:*Flat,Low,High Profiles 92 24 "NIA " Flat,Low,High Profiles #3 •to •• •* * *see * s .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. NOA No.: 12-0228.18 • ••• •f* * .•• Expiration Date:05110/(7 NSIAMtl7ADECOUNTY i•f i i•• •• i i. i Appiroval Date:05/10/12 > * : :e • : : f : : :. Page 4of7 . *e *f• e e • f * * * . e • ** .• e * e ** *. LABELING: All 3MT1112-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. ADHESIVE PLACEMENT DETAIL Y SINGLE PATTY Nail through plastic cement Pa*Renealh'me) Nall through plastic cement Paddy(BeneathTde) underwwt Undeda)ment 21n EaraCouse Fascia FneCoase Fascia W88p}dt8 EaveCourse of. EBvOMMonty. Eave Closure xeepadhesivaapprox KeepadhasMeapprox Drpedge EanClosere 91n vphomweepMks 411.ophomweephales Nall through plastic cement paddy(Beneath ne) t Places hadhaslvetoachieve IIto23 optional WS for • • } steep pitchappgeatip Na.1throughpla$j&*At•• •••••• IMderlaymen! square U04SIncontactvAththepandie ' ' 2)Turn piawadhesh2NzIn, •• i m0000 •• _ 10 t hs.From outside edge of over tile. • • • ihenlastalltheft o ••• •••• •••••• • ••• • • • Undadaymenk �'/' •••••• loin. _ • o ••••• 2In. ••••• ate'' •••••• EavCaase _ • Eas7Ctosure Rem ' i••••i Earecourse ordy loopp porfwn Sheer • • KsepadhastveaP"oy.4ttup F88eta otlhaeava • ir«na�eepholes Coursecoverlit. •••• witosecond owrse of opeboai panG(ea.Ensurawneodof pdawptl_ortar panendcoverelesare ont nal gu�hater,aFna. edgesolPr: Eavedoswe Wee Fasdaso r manarshnxn • •• • • • • ••• • NOA No.: 12-0228.18 • ••• • ••• • ••• Expiration Date:05/10/17 MIAMI•DADE COUMTY •• •• •' : : : Approval Date:05/10/12 NOMMUM3 rBMW ' : :• ' ' : • 0 : : % Page 5of7 . . ADHESIVE PLACE,MENT RaAm 2 SINGLE PATTY Nall through plasuc cement Paddy(Beneath Tile) Nall through plastic cement Paddy(Beneath Tito) fascia fascia Weephole %Faye course Eave closure Oripadge Faye Closure Nall through plastic cement Paddy(Benalli Tfle) Undeflayment n. °°°° ° ° °°°=° °=° °°°°°° ° °=°°° ° ° ° ~°°° " ° =°°° ° ° ° ° ° ° ° °° °° °° ° EM course fascia ~ ° ° ° ° ° ° ° °°°°°° °° ° °°= ° ° ° °°°° °° °=° °° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °° °= °° °° ° NOA No.: 12-0228.18 ° °°° ° °°° ° °°° ^ Date:05/10/17 °° Approval rovuBn�:0�l&N% � ° ° � � �° �uX�6nYY ° ° ° V: ° ° °°° ° " ° ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Hail through plastic cement Paddy Nall through plastic cement Single paddy under file (between tile) gnderlayment Single paddy between file Pak, 21n.x 71n.medium (under tits) Size paddy eava courseonly t Single paddy -- 1n.x 3In' 3In, under Nle -_ x 3 tn. % „� d in. 21n. Single paddy on 21n. d in. adgl on under• under. tayment • tayment Single paddy Fascla Ea a course on top of the Weaphote Single paddy inA l tn.medium % Course EaYa closure on top of file size paddyeave Up edge Pastia course only Nall through plastic cement Single paddy under tle Single paddy between the e •.••.. � '_ • • • 000..0 • ' • • 31n.x31n. 4In ift- :_ .. . .... Single paddy K ••...• •.•• 00.0.0 • on undertayment 2 n. •••••• . . • . . tiaveClosure 00.0•• 0000 0000• Single paddy . . . . . on top of the " " " ' ""'• 2 In,x 7 In.medium • Eave Csize paddy eave course only ;";'; ' • our.�e • FBSCId • • • • •..•.• 0.000• • • • 00.0.0 •• • 0000 • • • END OF THIS ACCEPTANCE .. ... . . . . . .. NOA No.: 12-4228.18 • ..• ••• . ••• Expiration Date:05/10/17 MIAM6DAbECOUt1iY i.• i i•• •• .0. i : Approval Date:05/10/12 • •• • • • • • •• Page 7of7 3-1 C)CI CFN 2014-rZU-9-71.4571 CITY OF HEAW-BUILDING DEPARTMENT OR Bk 2934? Pg 2438i (1pq) RECORDED 10/15/2014, 11-191;�11 NOTICE OF COMMENCEMENT HARVEY RUVIN? CLERK OF COURT Please file at 22 N.W. 1ST Street,Miami MIAIII-DADS COUNTYP FLORIDA LAST PAGE PERMIT NUMBER: FOLIO NUMBER:'1. 1 -2251 -0121-6>65C) State of Florida County of Miami-Dade The undersigned hereby gives notice that improvements will made to certain real property, and in accordance with Chapter 713.23,Florida Statutes,the following in provided in this Notice of Commencement. 5treTt address l j G I t),s Sand Legaldescription of property le u Description of improvement: e V_r_t*dr Owner(s) nameJ&"L r0__A) Un Wj��1 0,M�,Vlg address:(go r5i Interest in property___�:ZIAO�-_Ioe, Name of fee simplelitleholder(if other than owner): and address jfr - 'j. Contractor's name' E, get, AArews Phone number 77- 7- Amount of Surety bond:$ =(Payment Surety Name and address Phone number: Lender's name M and addres Phone number: D.C- Persons within the state of Florida designated by Owner,upon whom n d as provided by Section 713.13(1)(a)7., Florida Stat Name and address: and address d IV In addition to himself, Owner designates the following person(s)to receive a copy of a Lienors Notice as provided ie :00:6: - 0 Section 713.13(1)(b),Florida Statues, 0 0 0 Name and address Phone number: Expiration date of this Notice of Commencement: -(the expiration date is one [11 year from the date of recording unless a different date is specified) •tv I O4,arls iNamei 1IGNATURE-OF OWNER w to and sub *b d before me on this Day of 200_ttA_. B %IS 0, MQQ'(4r_)P_ Personally Known, or Produced ID `,z Notary Public Print Notary's Oath taken 0 Commission Expiration: Prepared by: P-ntfl R"_ge Reefing, ft. 4F �r tWl 11<01 12 IQ 70,70 ��fv 21 Name ?-V ?17 #EF-177632 #:Q7;k Rev:5/2004 0 •0• 09* 0 t 1 PROPERTY APPRAISER OFFICE OF TV] Summary Report Generated On:10/13/2014 Property Information Folio: 11-2231-012-0050 r Property Address: 601 NE 105 ST Owner JANYCEALYN WILLIAMS-MCGLONE E. I � Mailing Address 601 NE 105 ST MIAMI SHORES,FL 33138-2053 Primary Zone 1100 SGL FAMILY-2301-2500 SQ ` Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY j' 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft i Living Area Sq.Ft Adjusted Area 2,730 Sq.Ft 014. Lot Size 14,600 Sq.Ft Taxable Value Information Year Built r1951 2014 2013 2012 Assessment Information County Year 2014 2013 2012 Exemption Value $50,000 $50,0001 $50,000 Land Value $16 553 $195,935 $145,137 Taxable Value 1 $129,191 $126,543 $123,592 Building Value $187,444 $187,657 $210,234 School Board XFValue $1,187 $1,204 $1,476 Exemption Value $25,0001 $3,1 • $25,000 Market Value $355,184 $384,796 $356,847 Taxable Value $15i,�9* : $151,543 Assessed Value $179,191 $176,543 $173,592 City •••••• •••••Y ••••• Exemption Value $56,066•• $50,000 Benefits Information Taxable Value $129y1jj • $1F9,6 • $123,592 Benefit Type 2014 2013 2012 Regional •••••. •••• ••:•• Save Our Homes Assessment $175,993 $208,253 $183,255 Exemption Value $56,06 $56,600' Cap Reduction Taxable Value $129,191 $126,543 $123,512 Homestead Exemption $25,000 $25,000 $25,000 •... • Second Homestead Fxemption $25,000 $25,000 $25,000 Sales Information •• : 0000 :•• • Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Previous OR Book- • •• Board,City,Regional). Sale Price Page Qualification Description 12/01/1992 $0 15812-2372 Qual by exam of deed Short Legal Description • 0.91Q,1/*8j 4fi3fl,000 13481-2280 2008 and prior year sales;Qual by exam 31 52 42 • • •• • • • • • • • of deed GOLF VIEW EST CORR PLAT PB 41-58 •. • ; • • . . • LOT 6 as ••• • • • • •• LOT SIZE IRREGULAR OR 15812-2372 1292 5 • ••• • •• a• 0:0 ••• • ••• • • • • The Office of the Property Appraiser is continually editing and Cpdbting;o&A.61i Tris roebsitc rly I reflect the most current Information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full di&lainterand Us&Agonement a1 http:Mwww.miamidade.govfinfo/disclaimer.asp Version: ••• • • • • ••• • • • •• •• ••• • •• •e ••• • • ••• • • CHAPTER 16,SECT(ON 1824 HiGH VELOCUTY HURRICANE ZONES REOUORED OWNERS GVH OTMCATM FOR ROOff'(NG CONS( E RAVONS 1.5244 Scop e%. As it pertains to this section,it is the responsibility of tho roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of this section. The provisions of Chaptor 15 of the FIb da l�uilding Code,Bullding govern the minimurri requirements and standards of the industry for roofing system installations. -Additlonally,the following ifems should be addrosseol as part of the agreement between the owner and the-contractor, The owner's initials in the designated space indicates that the item has been explained. : 11. Aesthepdcs-Wavkmanshdp ,. The workmanship provisions of6apter 15(High-Velocity Hurricane Zone) are for fhe purpose of providing the roofing system meets the wind resistance-and water intrusion performance standards. Aesthefics[appearance) are not a consideration with respect to workmanship provisions, Aesthetic Issues such as color or architectural appearance,thea are not part of a zoning code should be addressed as part of the agreement between the yawner and the contractor,. 2. RenalUnq woad decks; When roplacing'rouftng,the existing wood roof deck may have to be renailed in accordance with current provisions of Chapter 16 (Nigh-Velocity Hurricane zones) of the FlorldO Bulfding Coder Building. (The roof deck is usually concealed prior to Removing the existing roof system.) S.COMP` on woofs: Common roofs are those which have no visible delineation between neighboring units(le.,townhouses,condominiums,etc,). In buildings with common.roofs,the roofing contractor andlorownershould notify the occupants of adjacent units of roofing work to be performed. 4. Exposed c0fl rgs., Exposed,opon beam ceilings etre whore the underside of the roof decking-can be viewed from below. The owner may wish to malntaln the architecturar appearance,therefore, roofing nail penefrat%ns of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. �a Pcrndln-g water; The current roof system and/or deck of the building may not drain well and may cause water to pond(accumulate) In low-lying areas of the roof, Ponding can be an indication of structural distress'and may require the review of a professional sfructural engineer, Pondimg,may shorten the life expectancy and performance of the new roofing system. Pon g aonditla�s may *fee:* not be evident until the original roofing system is removed. ponding condifions s ld:6e •••• corrected. • . ...... .... ...... _ .. 6> overflow scup pees(WOD oufda4l. It required that rainwater flow off so that there is•nof overloaded from a buildup of water, Perlmeterledge walls or other roof extens[�xv may block fil�� :0000: discharge i�bverflow scuppers wall outlets}are not provlded. It may be necessc�ryfa•install. ..... overflow scuppers to accordance with the requirements of.Chapters 16 and-16#iWoloand t1ia••a ..:..• Florida Building Code,Ptumb!ng, e VenfliaHan, Most roof structures should have some ability to vent natural airflow4lo h the .' interior of the structural assembly(fhe building Itself). The existing amount of aftl;veeint ationshali ....:. ....•. not be reduced. - � • .. . sees e ExceP110 , Attic spaces,designed by a Flodda Ucensed engineer©r registered orchifect to elrrAWWO the attic venting,venting shall not be required. -74 t70,Wner'slAgent's signature e da e C ntr or's Signa re Fbr[Yt AB426(page 2 of 7)New3116101 • •• . • • •. • • •• see 0 0 • •e• 0 0 Job Address (p©f Y4 Permit#��- `�o�� -2 z Complete the re-nailing affidavit and provide two copies signed and notarized. Post in the permit package at first inspection Re-Nailing Affidavit lama Florida Professional Engineer, Registered Architect, Licensed General Contractor, Building Contractor, Residential Contractor, Roofing Contractor or Person certified in the structural discipline under FS468. I hereby certi that a existing or supplemental fasteners have satisfied the requirement of table 201.1 (8d ro ea c g 6" . .max.) )) C -ifier s Signature Date �, � 01911111!@Btl�B Print Cern er's Name SvMPub . before me this day of = ��° ``h 8'20�A9a e or produced ID o.° #EE 177632 0 0 eal %� '•� �rrdWttN ,�Qo�oQm Nof Flo a signature p �RO�i��a\ V141fll11111H ary Water barrier affidavit and provide two copies signed and notarized. Post in the permit package at first inspection Secondary Water Barrier Affidavit tam a Florida Professional Engineer, Registered Architect, Licensed General Contractor, Building Contractor, Residential Contractor, Roofing Contractor or Person certified in the structural discipline under FS468. 1 hereby certify that the secondary water barrier has been installed and inspected by me personally it complies with all requirements of FBC 2004 and the Hurricane Mitigation requirements. Certifier's Signature Date Print Certifier's Name Sworn to and subscribed before me this day of 20 Personally known to me or or produced ID Seal Notary Public, State of Florida(signature) Miami Shores Village OCT 16 2014 Building Department t3y, • 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC20LC) BUILDING Permit No. PERMIT APPLICATION Master Permit No.�Rc--I kA—ZZZI6 Permit Type: BUILDING ROOFING JOB ADDRESS: 4o/ /1/C /P,!f St're-,e-j City: Miami Shores County: Miami Dade Zip: 331 30 Folio/Parcel#:&-�U31-0/0.? —005y Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholderja) 1?am S I"I�G Io ti(f Phone#:`11(,o W 'S4 33 Address: 601 N5 105 36-6e-L ' City: El I am kbrz- S State: Zip: `?i3 Tenant/Lessee Name: /� Phone#: Email: N �� CONTRACTOR:Company Name, t C �'1 ©0(-t r-1 Phone#:q� S-� 110,(D Address: 7(g oy Su) (P\C'c -e.- City: oe' State: Zi : =17 Qualifier Name—. 1 Phone#: 1,LA- U State Certifi tion or Registration#:C32C-8 -V Certificate of Competency#: Contact Phone#. �( -7 ta(P 3 Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ "l ( LJ �® Square/Linear Footage of Work: •b© Type of Work: ❑Addition Alteration ONew ORepair/Replace ❑Demolition Description of Work': `\ -e— --r Color thru tile: x�x:��x��x�x��x�•x��:��xFeesxx��x�x�xx��xx�:��:�:��:xxxx��:x� Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ �� Bond$$i� _ Notary$ Training/Education Fee$��I • Technology Fee$ > U Double Fee$ Structural Review$ Y0 TOTAL FEE NOW DUE$ c:;l 0 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State 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 be approved and a reinspection fee will be charged. Signa�� Signator Owner or Agent ,0 Contraer >� The foregoing instrument was acknowledged before me this y The f in instrument was ackno edg re me this day of /�0,20``� ,b (J.,E(\ C eum nday 0 ,by e who is personally known to me or who has produced lam- is ersona cu o me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sig : `tilIV8V1i0 Sign: Print: Prmt•- ®GOA doh 6,pp .oma ion Ex My Co ssion xp = �a �s 9N1. e 6 2 rs F ems_ s o m #EE 1 6320— �x �x �x�xx��x �x��x �x d �c �x �S' a • .'s(�a�y0 -1) 'ad eonded�`a�yi�`se�•�� APPROVED BY Aj ;L\\�°° Plans ExaminerF,:,' Zoning to� y�— g Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) .5�O1s Miami Shores Village Ron Building Department 10050 N.E.2nd Avenue AL RIDA 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: A9 G✓'� 10050 NE 2nd Ave Miami Shores, Fl33138 I —rid f IIRe: Owner's Name:�J�AYIoI� WiI , ' (9lD /rid Property Address: 6�pl Roofing Permit Number: Dear Building Official, I �—)j lks �U*,ertify that I am not required to retrofit the roof to wall connections of my b 'ding because: 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 edition of the South Florida Building Code(1994 SFBC) Sig ture Pint Name ��° �� State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this I Ll day of j i/ ,01��y,9ya��attaoeo�oo/' ad`s°�"�� ......• Notary Public, Sate lorida at L ° O��hB,zp A�•.• •*z • When the just valuatio a structure for purpose of ad valorem taxa' n is equal to or more than$300,000.00,and the building was not cronsfr6 PjN th FAUr'x?§%94 r SFBC.Then you must provide a lication from a General Con actor for the Roof to Wall connection Hurricane Mitigation. >` ' eondedo. �; / i Revised on 5/21/2009 061 -F2Q7 DAVIE:954-792-ROOF(7663) Pid 'S/��,/�Qi STATE CERT.CC C033691 N.BROW:954-566-ROOF(7663) ,`""'9 LICENSED AND INSURED S.BROW:954-981-ROOF(7663) 7000 S.W.21 ST PLACE DADE:305-981-ROOF(7663) an, DAVIE,FLORIDA 33317 FAX:954-964-ROOF(7663) 9u. Member of 1-8e77-981-ROOF(7663) i3repDg3I Better Business Bureau PROPOSAL SUBMITTED TO DATE 07—^ _ PHONE NAME p S a JOB NAME STREET IN. r Sem STREET GLIDE CITY S E ZIP CITY STATE ZIP !�i ores 38 We hereby submit specification and estimate for EP WORK F�ERGLASS/MODIFIED Remove existing roof to a clean workable surfacen rinstall stall#— -75'6 base sheet as per code. dispose of debris. �-gscick "�Q�r Tr,JV '" plys of ply IV flgerglass felt Replacerotten sheathing at$ perfoot. j stall 3)fit 3 �\ yl�� M In.eave drip metal. (Plywood replaced by square ft.) JcV'�.lydlj 2--install ��,�� :/Install mineral surfacefi s5 cap sheet. 2- ll new lead flashing to all plumbing vent stacks. Install new 26 gauge 16"galvanized metal to all METAL voeys and ti �q� r�-F zg ❑ Install# fire barrier. "3-EExposed Not Expo FFal �� LJ Install under layment l`�Type of roof to be removed(_ i e ), ❑ Install rave drip metal. ❑ Install metal roof. SHINGLES TILE LiInstall# base sheet. G) nstall#36"PTevvEtUt� base sheet. ❑ Install Jn.eave drip metal. Tinstall nstall&A-3 �i+c in.eave drip metal. ❑ Install figerglass fungus resistant shingles. T• y• the underlay ent ❑ Mfg. Color Install the set in Lir e ❑ Repalrs tt C cen. 7To c ludes • im i+ , Ta X e;5 f LC61+ :�scE-&_�,(s C?,K _-cS-(G G aK d G LS s4c, // , ter` A 4 I'' 1.114 l" "C' Vc-- 01/PXr ke-Qd C.CLy-e C1Ub EUI fS We herby propose to furnish labor nd materials complete in accordance with the above specificatiorts for the s6m of ` k1K `V dollars($—Q8 q85_`� payment to be made as follows: p p,�'I' ;/, ,0 I5j�e Kd Gt/ta7f7 F9r 3 T,' e ®nc� METHOD OF PAYMENT'�5�,C.VIP�if� X1 7�4 Cstrd Al, r4wlex) (6°0 ►�I� n-� � j n , NOTE TO BUYER,GENERAL CONTRACTOR OR OWNER:Paul Bange Roofing Inc hereby proposes to fumish the above labor and material in accordance with the above specifications.A deposit of$ 119is required upon acceptance and the balance as work pro JJin direct ratio towork completed. Payment in full to be made upon completion of the job. '�dJ=d e, L')"--R4 a C•C' WARRANTY TO ORIGINAL OWNER:Paul Bange Roofing Inc.warrants workmanship for a period of :V:7i V[� years,but reserves the right to supervise or inspect all work subsequently performed by other parties to the roof,for a reasonable fee.Without this supervision or inspection,all warranties are null and void.Warranty Is transferable to new owner upon written application(subject to approval)and payment of 10%of contract price.Warranty Is contingent upon job payment in full.All materials furnished will be as specified and work is to be completed in a workmanlike manner according to standard practices.Any alteration or deviation from above specifications will become an extra charge over and above the estimate of labor and usual costs of our agreement. Paul Bangs Roofing,Inc.will exercise reasonable care when performing the work,but cannot be held responsible In any manner for damage to driveways,sldewralks,foli- age,shrubbery,screening,septic tanks,gutters,pipes or cables,above or below ground.We will not be held responsible for water damage to the exterior or interior of the premises.CUSTOMER IS URGED TO COVER FURNITURE AND OTHERWISE PROTECT THEIR PROPERTY.We cannot assume responsibility for any damages done to the roof by other tradesmen or parties.Paul Bangs Roofing,Inc.cannot be held responsible for damage done to any lumber by termites,ca enter ants,or any other wood boring. Insects.Such wood will be replaced at an additional charge. THIS CONTRACT IS SUBJECT TO OFFICE APPROVAL Authorized Signature .� ACCEPTANCE OF PROPOSAL The above prices,specifications and conditions are satisfactory and are hereby accepted.Paul Bangs Roofing,I authorized to do the wo fitted.Payment will be made as o above.This proposal has the power of a contract when signed and acts .I have read d agree t e tends and con idons as stated on the front and back of is contra ACCEPTED �St„ r"tV, ' -- -- i HOOF ASSBMBLI~SAND ROOFTOP STPmay.: ' 20 10 t70�Z- f , F SUJECT TO COMPLIANCE V0 I I i ALL FLDLI 14L FI Co Edd f TO Hipi�-v©Iociiy Htirricana2Ong Uajforn�€�ern3lEApp a {?COLINTY RULES AND RF(-,UI,ATiorJS Section A(Gemraf inf'ottTiatfo} Master Permit No. Process No. Contraotor's Nanne Ill R • i Job Address r �A' a • x �+ n ROOF CAI HOOKY R ° V LoW Slope tI Mechanically fastened Tile v Mortar/Adhesive set Fite a . a El Asphaltic Shingles N Metal Panelf8hingles Q Wood ShingleslShakes a , tt III Presorlptive,BUR-RAS UO R 1 A €OOF'IYPE a ❑ �40W Hoof W fIeroof ng Recovering 0 Repair 0 maintenance a k r ROOF SYSTEM EM k WORMAVON Low Slope Hoof Area(Sr.) °►•75 Stesl)Sloped Roof Area.(Sr-) 33-AS Total(SC) 4/3 A Q b a SectIon B (Roof Plan) b Sketch Roof Plan;Illustrate all levels and sections,roof ciralns,scuppers,overcloty scuppers and overflaur dr%18. '••••• •••••• tnelude dimensions of sections and levels,clearly Identify dimensions of elevated pressure zones and lot&tion of •••••• .• parapets, •••••• •••• • x o a • • • • • ••••• k •••• • ••••• 9 • • ••••• •••• • • oe x R • • • x . . . : •• • •••• • Al: •••• • • . . . . . . . . . . . ••••• . . . . . . . . . : . . . . . . . . , . . . . . . . . . . � . . . . . . - x + a . . . •I x k i i•3�l 2010 FLORIDA I3UILDIkIg GODF--BUILDING . i3aUu AssutStpl.1�8 Atdo t?aohTdt�Bvtfitln'taltt:8 ' Florlda SUllding Gado Edition 20'10 iifalt•Y61001111 Ifltrrtaano 2906 gniforat Potmtt Anrlloatloonn}Pon% 1�lQIL��.a�v H1--upn At�J R 4l gut¢auht�3 .C��r{�t��,� Pill In up 01110 root asealt 114Y OOT11ponolits and fdonllfy rnanutnoturn), rastoner 8paoing for AnuhurlElase BlteetAttaafnnanh. (If a 60111110 cent Is 1101 tt8e1),(danllfy as"NAu) A,,, t�feIth, "ou @tap,It t;oalo*,0 System MsnOnIuror[.W.FA I.ftlA / Pradtiot Approval No s l'sYtrRoteY/t�"ao @ LeN,fi Rows Corrtart�.•"nn Q ��.,"ua Union W)thndd Nessurelt,Errotn t7AS-1N or Calnnlnilonnt 1-up,it t-tav/a�, i�rnntttr`i!irntattRr � 11num3NtlmUerofl:Rafvnerst'6rincutaitongoarttt Malf.f7eslpti Ntoaeuro,fr rhe ept:alflo t'rad0o4 i'tatd hoYlm©tor GoYnor.�.,.� Approval ays[vtn: Illualrate 0041panonte Notatl and Ilaistla as ttanttt Appilaablei Tyijst Woodh(ookTag,Gultof,Mae lbrallnatton,Sltlppping,rtntltln8, Gonllnuous Cteal,Dani Slip,Date[:10819119,Uuuntar. ttaugellhiohn08et I;iasllTng,COPIRA,Eta. tndfantot Mean AoN Height,Parapet Height,Height of Daco Slop a: MR4111110,Qompoaonthlotatlal,Matefiel7[1T6ltnasn,Phatonor Type,NOW=&pRohll►arSubmil Anoltor/Ouse sheet A No,of t'ty(e); a & , A ll ap t3h et Seto arl8on Itn R to InsUlatfon Raao Layart, !( ••••• • poen I11en1atluYt 8tzo 0119 7htolcneaet es • Data IRetllal.10 nor/Oonding filgtarlalt Hai1 ats�set ' ••••• •. •• .. .. ,y tt ..... • ' jb)i Ineuf 01100 i.nyerr /7 . • •• . ..... .. . .. . ..... Top 7n6uln1lon 616 and Yliloltnaeet. .. P •• ... •• • Top Insulation Vantgrt 1130114100 MntartnlsWan '.. '. '•••• • `� f7oot ••••• pttao tlheal{a)8i Na,of ttly(s)t HnilJltt .: Vaso Obeal trastonerMondttta tfialorlalr Pry tlhoet(s)&Nu,of Piy(e)t��f�^~��'` fel 'heat l� •tan Y�a tdl M tars t 71 Top Ply) t IV,F11 tiaeta no it n a rtflit tYl.aHlttlfTruil,l3lfdttCUlrB.--DUILU1Np t�,3J r r ROOF ASSHMBLIHS AND ROOF'T'OP STRUCTURRS Florida Building Godo Edition 2010 High-Velocity Hurricane Zone Uniform Permit Application Form. : Section D(Steep Sloped Roof Systol�I) : ; Roof System Manufacturer: agile— Notice of Acceptance Number: /10 03CR),a/ f ■ Mlnlmum Design Wind Pressures, If Applicable (From RAS 127 or Calculations . �1: -- L7 t 142: 1 P3; : ; Steep Sloped Raaf System Description ■ . f Devic Type: wood • 0000.. 'type Underlayment: •• ••. • ROOfSl000: 6690:6 12 Insulation. • 0000 0000.. • see* 0.000• Fire Barrier: 000000 • 0000. •• • � 0000.• �A • Ridge Ventilation? Fastener Type Spacing: ,� • • ► r_L .... .`a 0000.. Adhesive Type' •• • ••• Type cap sheet: `e Mean Roof Height: _ Roof Coverings: A f' a 'type&Size ' o : Drip Edge: i r s = : a ■ s , • 1 .36 2010 FLORIDA I3UILDINQ COM--BUILDING f t Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E Tile Calculations) For Moment based the systems,choose either Method 1 or 2.Compare the values for M,with the values from Mt. If the M,values are greater than or equal to the Mr values,for each area of the roof,then the tile attachment method Is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P,:-fit- x A Cru fr ='II a�33y'sl-MV IL S =M,IL JVSIP Product Approval Mr S,SS (P2._'....-DI XXQ as- - o ,(�5-Me:fu =M,i 1 5 Product AI. pproval MtLA5.SS (P,:-btu x x =` zz -M9:b ks: -M,,d '1 a8 Product Approval M,q! .-- Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance(M,)From Table Below 314,`A Product Approval M(45 ts M Re ulred Moment Resistance* Mean Roof Height--► Roof Slope 95' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:92 32.2 C34.4 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 *Must be used In conjunction with a list of moment based the systems endorsed by the :"'•• Broward County Board of Rules and Appeals. **see, s• For Up Y p lift based tiles stems use Method 3.Compare the values for F'with the vak"for • F,. If the F'values are greater than or equal to the F,values,for each area of the-mf,then. ;•••• the tile attachment method Is acceptable. 0 :90096 00000000. 00.90. • 0000 0000. Method 3"Uplift Based The Calculations Per RAS 127" •• •• •• 0 0 0 0.. (P,: x 1: x w:= �-)-W: x cos 0: - =F,, Product ApprolaloP,9 a _ (P2: x 1: - x w:= )-W: x cos 0: - =F,2Product ApproW F' 0606:6 * -0000. (P,; x 1: = x w:=_j- W: x cos 0: =F,3_ PraductApproval w-4 ; • .. -_- 0000 Where to Obtain Information Description Symbol Where to find Design Pressure Pt or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamlc Multiplier 4 Product Approval Restoring Moment due to Gravity MB Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F, _ Calculated Average Tile weight W Product Approval Tile Dimensions I-length Product Approval w=vridth _ All calculatlons must be submitted to the Building Ohlclal at the Ume of permit applIcation_ r , M1AM1`DADE AIIA II RADE COUNTY mm PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPART\TENT OF REGULATORY AND ECONO6i1C RESOURCES(RE,R) Miami,Florida 33175-2474 BOARD AND CODE ADIMNISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE OA «i-wiv.miamidade.sov/economy CertainTeed Corporation 1400 Union Meeting Road,P.O.Box 1100 Blue Bell,PA 19422-0761 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. REP,reserves the right to revoke this acceptance, if it is determined by Mianti-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: CertainTeed Conventional Built-Up-Roof Systems over Wood Deeks. •••:. LABELING: Each unit shall bear a permanent label with the manufacturer's name or IqW.pity,state,nJ .•• • following statement: "Miami-Dade County Product Control Approved",unless otherwisQ xwWierein. RENEWAL of this NOA shall be considered after a renewal application has been filed-e t'tUre hatllt ejt. • no change in the applicable building code negatively affecting the performance of this p[Mill. a '•••• 0:0% TERMINATION of this NOA will occur after the expiration date or if there has been a re)"Mon or clftge• •••••• in the materials,use,and/or manufacture of the product or process.Misuse of this NOA�s an®ndorsemeRt • of any product,for sales,advertising or any other purposes shall automatically terminatg this;40A.blur®. • to comply with any section of this NOA shall because for termination and removal of NQX. ••.... ••t• 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 Oficial. This NOA renews and revises NOA No.08-0410.07 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 13-0204.14 MIAMM>AUE counlrtr Expiration Date: 06/19/18 Approval Date: 05/30/13 Page 1 of 16 a i r ROOFING SYSTEM APPROVAL Category: Roofing Sub-Cateeory: Built-Up Roofing Material: Fiberglass Deck Twe• Wood Maximum Design Pressure: -60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TA13LE 1 Test Product Product Dimensions Specification Description All Weather/Empire 36"x 65'10"; ASTM D 4601 Asphalt coated,fiberglass reinforced base Base Sheet Roll weight:861bs. Type 11 sheet. (2 squares) UL Type 15 Flintglas®Mineral 36"X 32'10", ASTM D 3909 Asphalt impregnated and coated inorganic Surfaced Cap Sheet Roll Weight:78 lbs. glass fiber surfaced with mineral granules (1 square) used as the top ply in conventional built-up roof membranes. Flintglas®Mineral 36"X 32'10"; ASTM D 3909 Asphalt impregnated and coated inorganic Surfaced Cap CoolStar Roll Weight:78 lbs. glass fiber surfaced with mineral granules (I square) used as the top ply in conventional built-tip roof membranes. Covered with reflective . CoolStar Coating. ••• i "" 9999.. FlintglasB Ply Sheet 36"x 164'7"; ASTM D 2178 Fiberglass,asphalt imprggt;UCi ply slip,tie"• ••• Type IV or VI Roll weight:40/55 Type IV or VI .99.66 0 • lbs. UL Type GI "69006 696.6. (5 squares) 0000 9999. Flex I-Glas Base Sheet 36"x 98'9'; ASTM D 4601 SBS Modified,fiberglaN141 tl3�rced�rtn• Roll weight:90 lbs. Type IT sheet. •• ••••• 9999.. (3 squares) UL Type G2 • . • 0 • ..69.. 6999.• Flex-I-Glas FR Base 36"x 98'9"; ASTM D 6163 SBS Modified,fiberglas%ldrif orced Las: e*6 6. 6 Sheet Roll weight:90 lbs. Grade S sheet. •*;0 (3 squares) Type I GlasBaseTM Base 36"x 983915; ASTM D 4601 Asphalt coated,fiberglass base sheet. Sheet Roll weight:69 lbs. UL Type G2 (3 squares) Black DiamondT"' 36"x 68'7";Roll ASTM D 1970 Self-adhering fiberglass reinforced Base Sheet weight: 78 lbs. modified bitumen base sheet (2 squares) NOA No.:13-0204.14 MIAMI-DAb9CQUNTY Expiration Date: 06/19/18 Approval Date: 05/30/13 Page 2 of 16 T APPROVED INSULATIONS: TA'BLi;2 Product Name Product Description Manufacturer (With Current NOA) F1intBoard ISO Polyisocyanurate foam insulation CertainTeed Corp. ACFoam-11 Polyisocyanurate foam insulation Atlas Roofing Corporation High Density Wood Fiberboard Wood fiber insulation board Generic Perlite Insulation Perlite insulation board Generic H-Shield Polyisocyanurate foam insulation Hunter Panels,LLC DensDeck,DensDeck Prime Water resistant gypsum board Georgia Pacific Gypsum LLC ENRGY 3,ENRGY 3 25 PSI Polyisocyanurate foam insulation Johns Manville Corp. Multi-Max-3,Multi-Max FA-3 Polyisocyanurate foam insulation RMax Operating,LLC. APPROVED FASTENERS: TA13LI;3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Dekfast Fasteners#14& Insulation fastener SFS Intec,Inc. #15 HS 2. Dekfast Galvalume Steel Galvalume AZ50 steel plate 2'!$"x 3 '/a" SFS Intec,Inc. Hex Plate 0 0 3. Dekfast Dekflat Round Polypropylene plate 3"x 3'/a" SES Intec,Inc:"••• Plastic Lock Plate •••• so 4. 412 Standard Roofgrip& Insulation fastener for wood 't1 F'Inc. **so see*% #14 Roofgrip and steel. • 00 .::s 0000 5. AccuTrac Hextra Insulation fastener for wood Chklp',Inc. ;••••• and steel 000000 Goes • .**so 6. 3 in.Ribbed Galvalume Galvalume stress plate. 3"round 0 dJW,Inc. Goes 000000 ...... 0 Plate • 7. AccuTrac Plate Galvalume stress plate. 3"square • OMO, Inc. *Gee:* • 8. 3 in.Round Metal Plate Galvalume AZ50 steel plate 3"round 'OMG,Inc. ;••• • 9. Trufast#12 DPH& InsuIation fastener for wood Altenloh,Brinck&Co. Trufast#14 HD Fastener and steel decks U.S.,Inc. 10. Trufast 3"Metal Galvalume AZ50 steel plate Y round Altenloh,Brinck&Co. Insulation Plate U.S.,Inc. NOA No.: 13-0204.14 MIAM{DADBCOUH7Y Expiration Date: 06/19/18 ... Approval Date: 05/30/13 Page 3 of 16 1 T EVIDENCE SUBMITTED: Test Agency/Identifier Name Renort Date TrinitylERD TAS 117(B) 3503.10.06 10/10/06 TAS 117(B) 06490,04.07-R1 06/27/07 TAS 117(B)/ASTM D6862 C8500SC.11.07 11/30/07 TAS 114 C8370.08.08 08/19/08 ASTM Physical Properties C10080.09.08-R4 03/25/10 ASTM D4601 C40050.09.12-1 09/28/12 ASTM D3909 C44200.03.13 03/22/13 ASTM D1970 C40050.09.12-2 09/28/12 Momentum Technologies,hie. ASTM D 4601 AX31 G81) 09/05/08 ASTM D 3909/D 4897 AX31G8C 09/05/08 Factory Mutual Research Corp. FMRC 4470 J.I.#3Y8ALAM 03/23/96 FMRC 4454 J.1.OD3A3.AM 04/04/97 FMRC 4470 J.I.2DOAO.AM 12/23/98 FMRC 4470 J.1. 1D7A4.AM 11/09/98 Underwriters Laboratories,Inc. UL 790 R11656 01/11/13 United States Testing Company ASTM D 5147 97457-4 06/03/88 J ASTM D 5147 97-457-2R 12/02/87 PRI Construction Materials ASTM D2178 CTC-122-02-01 03/13/12 Technologies LLC ASTM D2178 CTC-123-02-01 03/13/12 ASTM D6163 CTC-066-02-01 08/09/11 ASTM D4601 CTC-127-02-01 03113112. •• • ••e• . ...... .... ...... • 000* •ogee• s • • ogee • ••••• • • •ogee g• •• •• • •000•• goes NOA No.: 13-0204.14 MIAMI•DADECOUWN Expiration Date: 06/19/18 Approval Date: 05/30/13 Page 4 of 16 r r Deck Type 1: Wood,Non-Insulated Deck Description: 19/3211 or greater plywood or wood plank attached using approved nails spaced 4" o.c.at wood joists spaced maximum 24"o.c. System Type E(3): Base sheet mechanically attached. Base Sheet: All Weather/Empire Base Sheet,GlasBase base sheet or Flintglas Premium PIy Sheet mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4"and fastened with 11 ga,annular ring shank nails and approved tin caps 8"o.c.in the lap and three rows staggered in the center of the sheet 8"o.c. Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type IV)or Flintglas Premium Ply Sheet(Type VI)or ASTM D226,Type I sheet adhered in a full mopping of approved asphalt at an application rate of 20-40 lbs./sq. Cap Sheet: (Optional)One ply of Flintglas Mineral Surface cap sheet or Flintglas Mineral Surfaced Cap CooiStar adhered in a full mopping of approved asphalt at an application rate of 20-40 lbs./sq. Surfacing: (Required if no cap sheet is used)Any coating,listed below,used as a surfacing, must be Iisted within a current NOA.Install one of the following: I. Gravel or slag applied at 400 lb./sq,and 300 lb./sq.respectively in a flood coat of approved asphalt at 60 lb./sq. 2. A two part coating consisting of a base coat of APOC#300 Asphalt Fibered Emulsion at rate of 3 gal./sq.;surfaced with 1 gal./sq.APOC#212 Fibered Aluminum Roof Coating. • Maximum Design : .'. • Goes:* Pressure: -60 psf(See General Limitation#7) . • • .... ...... •too*. ••w..• *Go ...... .www . . .. .. •. • •Owtw• • • • • • •ww••. • NOA No.:13-0204.14 r�uu�aoaa>EcouNn Expiration Date: 06/19/18 Approval Date: 05/30/13 Page 15 of 16 WOOD DECK SYSTEM LINQTATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the PVT range and at a rate of 20-40 lbs./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 be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is frilly mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8"ribbons in three rows,one at each 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 be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psi: 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F)value of 27S lbf.,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 thq&•0:• Building Official,a revised fastener spacing,prepared,signed and sealed by a Flor:da seWstere& •+•••• Professional Engineer,Registered Architect,or Registered Roof Consultant may bee:ihinItted. S'li'd'�+ • revised fastener spacing shall utilize the withdrawal resistance value taken from Tg 9t!rr:Xpplicatroi: Standards TAS 105 and calculations in compliance with Roofing Application Stand.%4 LUS 117. :...+: 7. Perimeter and corner areas shall comply with the enhanced uplift pressure retji'i w4iadrts of.4&"e• areas. Fastener densities shall be increased for both insulation and base sheat4w*Qalcu1ateAh •;• • compliance with Roofing Application Standard RAS 117. Calculations preparedt signed and laaltd; by a Florida registered Professional Engineer, Registered Architect, or Register;d W Consultant (When this limitation is specifically referred within this NOA, General Unf'itatioft#9 NJUJigt+ •+•.:. be applicable.) • S. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termiriaTion designs ;"• • shall conform to Roofing Application Standard RAS 111 and applicable wind load requirement/ 9. The maximum designed pressure Iimitation listed shall be applicable to all roof pressure zones(i.e. field,perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-0204.14 MIAMI•DADBCOUNTY Expiration Date: 06/19118 •�GIAMIAUV Approval Date: 05/30/13 Page 16 of 16 fiber or wood fiber,any thickness. Base Sheet:Type G2"Glasbase"base sheet. Ply Sheets:Two to three layers of Type 01"Flintglas"ply sheet or Type 0-2"Glasbase"base sheet. Surfacing:Gravel or slag. 7. Deck:0-15132 Incline:3 Vapor Retarder(Optional):Type G2"Glasbaso"or UL.Classified vapor retarder. insulation(Optional):One or more layers or combination of the following:Polylsocyanurate,perlite,glass fiber or wood fiber,any thickness. Membrane:Three or four layers of Type G1"Fllntglas"ply sheet. Surfacing:Gravel or slag. 8. Deck:C-16132 incline:7 )Vapor Retarder(Optional):Type G2"Glasbase"or UL.Classified vapor retarder. Insulation(Optional):One or more layers or combination of the following:Polylsocyanurate,perilte,glass fiber or wood fiber. Base Sheet:One layer Type o2"Glasbase Base Sheet". Ply Sheets:Two layers Type G1"Flintglas Ply Shear'. Cap Sheet:One layer Type G3"Ffinfglas Cap Sheer'. 4. Deck:NG Incline:112 Insulation(Optional):One or more layers or combination of the following:Johns Manville"ENRGY 3", polyisocyanurato,perlite,glass fiber or wood fiber,any thickness. Base Sheet:Two layers Type 02"Glasbase Base Sheet"or two layers Type G1"Flintglas Ply Sheer'. Surfacing:Type 03"Flintglas Cap Sheet". 10. Deck:C-151161 Incline:112 *All joints blocked. Insulation(Optional):One or more layers polyisocyanurale,2 in.min,wood fiber,I in.min,perlite,314 In. min,glass fiber,15116 in.min. Base Sheet:Two layers Type 02"Glasbase Base Sheet"or two layers Type 01 "Ffinlglas Ply Sheaf'. Surfacing:Type G3"Flintglas Cap Sheer. 11. Deck: C-15132 Incline: 3 Insulation(Optional): Any thickness,one or more layers or combinations(optional of"Hy-Therm AP",• • "Hy--Therm TAPERED","Hy-Therm COMPOSITE","Colo-Thorm" 'HY-Toa(Energy-l.Ok)":"'CRS h3tar",ON • fiber or glass fiber,mechanically fastened or hot mopped. .. . ..,w •• Base Shoot: Type 15 asphalt organic felt,or"Giassbase Base Shear,nailed or hot mogd,•w •w•••• • • Ply Sheets: Min three plies Type 16 perforated asphalt organic felt,"Flintglas Type VI Pf4plWOy Ply Sheet"'. • "Ftintglas Type IV Ply Sheer,hot mopped. www• • •••••• Surfacing: Gravel or slag. •w w • •••••• • Dock, NC 12 Insulation(Optional): Any thickness, lone or more layers or combinations(optional)of"W-%wfm AP",w w••; , , • "Hy-Therm TAPERED","Hy-Therm COMPOSITE","Colo-Therm","HY Tec(Energy-L_01Q;w,Wggd fiber or � •• glass fiber,mechanically fastened or hot mopped. ; • ; • Base Sheet: Type G2"Glassbase Base Sheel",Type G1"Flintglas Type Vi Premium Ply Sh%et"or ••...• "Flintglas Type IV Ply Sheet". • • • :....: Ply Sheet: Min one ply Type G1,"Flintglas Type VI Premium Ply Sheet"or"Flintglas Type Til 4 Sheet";'•• • • hot mopped. 0000 Surfacing: Type G3 cap sheet,"Flintglas Cap Sheer',hot mopped. Class B 1. Deck:C-15132 Incline:112 Base Sheet:Two layers Type 15"Ail WeatherlEmpire Base Sheet". Surfacing:Type G3"Flintglas Cap Sheer'. 2. Deck:0-15132 Incline:314 Vapor Retarder(Optional):Type 02"Glasbase"or UL.Classified vapor retarder. Insulation(Optional):One or more layers or combination of the following:Polylsocyanurate,perlite,glass fiber or wood fiber. Base sheet:One layer Type G2"Glasbase Base Sheer. Ply Sheets:One layer Type G1"Flintglas Ply Sheet" copyt te?.af7 unaerwwa Lebwowdes(no. i MIAM •DAD MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 11845 SW 26 Street,Room 208 HOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wsv�xuiinmiclade.govlbufidi Eagle Roofing Products X.1l..0 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 (AW). This NOA shalt 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 faits to perform in the accepted maturer,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 •'. °'°°:° .. . see* LABELING: Each unit shall bear a permanent label with the manufacturer's name or loj& state ani following statement: "Miami-Dade County Product Control Approved",unless otherwise ggtpl herein, ;•'•• 0 °0000° .... . ..... RX,NEWAL of this NOA shall be considered after a renewal application has been filed and tkare has beenono •°:°• change in the applicable building code negatively affecting the performance of this produtot•• ••° •••••• °° TERMINATION of this NOA will occur after the expiration date or if there has been aYevisian or CZ=g4 in theGeese* materials,use,and/or manufacture of the product or process.Misuse of this NOA as an Ado>rhment of any 0•••• product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure tQ•cppply with any section of this NOA shall be cause for termination and removal of NOA. ADVER'PISEMENT: 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 Ofi!tial. This renews NOA 0060526.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.:11-0321.01 M"_DME cot) Expiration Date.10/05/16 Approval Date: 05/12111 .Page 1 of 7 ROOFING ASSEMBLY APPROVAL, Category: Roofing §ub Category: Roofing Tiles At aterial: Concrete 1.. SCOPE: This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumtervllle,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 1.27 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2.PRODUCT DESCRIPTION: Manufactured by Test Product A Ilcan Dimensions Specifications Description Malibu Concrete Tile 1= 17" TAS 112 Low profile,interlocking,high pressure w= 12%` extruded concrete roof tile equipped with Wthick three nail hole and double roll ribs. For direct deck or battened nail-on,mortar or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for• w=varies use at hips,rakes;rldgas and valley•••••• • s ...... varying thickness 'terminations. Manufactured for eaplt lite. • profile. 0000• 0000•• • • • 0000•• 0000 • • • • • • •Goes• • • • • • • • • • • NOA No.:11-0321.01 Mr s n co y v Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 2 of I 2.1 )G+VIDENCE SUBMITTED: Test Agency Test Identifier Test NsmelR�part 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 Sot) 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 109(Nail-On) Professional Service 224-47099 Physical Properties Sept. 1994 Industries,Inc, TAS 112 The Center for Applied 25-7094-1 Static Uplift Testing O%t.I994 Engineering,Inc. TAS 102 ;0.0 0 0 0.0 0.0 (411 Headlap,Nails,Direct Dock;rp%v .... . Construction)D 0 • 0000.. 0000 0000.. The Center for Applied 25-7094-7 Static Uplift Testing 000000 Oct. 1994 �•••• Engineering,Inc. TAS 102 ''•' 0 0000.. .000 0 0000. (4"Headlap,Nails,Battens)..0 0• 0 0 0 0 ..:.•' The Center for Applied 25-7094-4 Static Uplift Testing me-06. Oct'994 ••0•" Engineering,Ino. TAS 102 :00:0: 00:'i • •• (4"Headlap,Nails,Direct Deck, ' :0.0:. ••0000 Recover/Reroof) •••••• .. 0000 The Center for Applied Project No.307025 Wind Driven Rain Oct?k994 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 Qusk-Drive Screws,Battens) MOA No.:11-0321.01 IAMFDA 9C UNTY Expiration Date:10/05A6 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) (1 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,Itic. 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 257848-6 Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep.2006 Walker Engineering,Inc. Calculations Restoring Moment Due to Gravity Sep.2006 3. LIlVITI`AT oNs: 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 Miaml-Dada County Certified Laboratory 10 perfghti'•• '. quarterly test in accordance with TAS 112,appendix`A'. Such testing shall'b8 Stlamitted 11V00 0 "•' • the Building Code Compliance Office for review. *00 • •••••• 3.4 Minimum underlayment shall be in compliance with the applicable Roofing•AMPtieationi••• • Standards listed section 4.1 herein. ' ' ...... .... ..... 3.5 30/90 hot mopped underlayment applications maybe installed perpendlculaj f81b8 roof glopb : ...... unless stated otherwise by the underlayment material manufacturers published literature. • 3.6 This acceptance is for wood deck applications. Minimum deck requiremenil Qhallibe in ;• ;• •••••• compliance with applicable building code. ' NOA No.:11-0321.01 Expiration Date:10/05/16 M +C' NaApproval Date: 05/12/11 Page 4 of 7 ` 4. INSTALLATJON 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(Ibf) Length-I(ft) Width w(ft) Malibu Tile 9.6 1.417 1.04 Table 2: Aerodynamic Multipliers -,%I fts Tile x(ft) I(ft') Profile Batten Application Direct Deck Application Malibu Tile 0.306 0.282 storina Moments due to Gravl -M ft-Ibf Tile 3":12" 4"A 2" 6".12" 6":12" 7":12" or Profile greater Malibu Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck. Deck Deck 6.30 16.66 6.29 1 6.64 6.08 1 6.41 1 6.93 1 6.25 5.77 6.08 Table 4: Attachment Resistance Expressed as a Moment-M4(ft-Lbf) .. :""' •••••• for Nail-On Systems • sees Tile Fastener Type Direct Deck Direct Decks•':.. 9attdlhl3' Profile (min 16132" (min. 19/321 •••••• • sees plywood) plywood) •sees' ••••• sees. Gooses sees sees. Malibu Tile 2-10d Ring Shank Nails 27.8 37.4 ...... 26.9.' sees.. 1-10d Smooth or Screw 8.8 11.8 ... .. 4.1 • Shank Nall ' . . . . sees.. 2-10d Smooth or Screw 16.4 21.9 7. • Shank Nails '.. : sees :"": 1 #8 Screw 26.8 26.8 22.9•. 2#8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank NaIi Field Clip) 1-10d Smooth or Screw %0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field CII 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave CII 2-10d Rin Shank Nallsl 43.0 67.6 60.9 1 Installation with a 4"tile headIR and Easterners are located a min.of 2%"from head of tile. NOA No.:11-0321,01 �DADEco Expiration Date:10/05/16 •.;" ► Approval Date: 05/12/11 i 1 Page 5 of 7 t Table 5: Attachment Resistance Expressed as a Moment Mr(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Malibu Tile Adhesive 26.9 2 See manufactures component approval for Installation requirements. 3 Flexible Products Company TlleSond Average welght per patty 11.4 grams. Polyfoom Product,Inc.Average vrei ht per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Pat!y Adhesive Set Systems Tile Tile Application Minimum Attachment Profile ' Resistance Malibu Tile Pol foam Pol ProTri 86.69 Pol foam Poi Prol" 4606 4 Large paddy placement of 64 rams of Poi Proia. 4 Medium paddy placement of 24 rams of Po Pro'lm. Table 7: Attachment Resistance Expressed as a Moment-Mr(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Malibu Tile Mortar Set 20.60 0000.. .. 0000 5. LABL-LING: 0000.. '0000' 0000:. All tiles shall bear the imprint or identifiable marking of the manufacturer`s name or lojLo (A%e ;•••• Detail Helow)s or following statement: "Miami-Dade County Product Coatrol Yj*Vreved".;••••• . . 0000.. 0000 0000. .. .. .. . 0000.. 0000.. 0000.. .. . 0000.. 0000 -EA G. L.E., FLORIDA MALIBU CONcnETEROOF TILE LABEL,,SIIMTERVILLU,PLANT (LOCATED ON UNDERSIDE OR TILE) NOA No.:11-0321.01 MI,gry, Cp N• Expiratlon Date: 10/05/16 Approval Date: OSlIV11 Page 6 of 7 6. 13UILDING 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 MAIL . INK- _ ► see 0000 •'-�i',til' '-•t • •• • sees sees•• • :00 so: • • • • see 0 • • • • • A;_ • • • • • ••see• • •• • • • • • sees•• e• • see* • • • •s • MALIBu CONCRETE Row TILE END OF THIS ACCEP'T'ANCE NOA No.:11.0321.01 �,p C Expiration Date:10/05/16 + Approval Date: 05/12/11 Page 7 of 7 N►lllA1�1l ® 111IAI4II-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMEN"r OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PE P,'-) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Mianti,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ttN-,-Av.tniamldade.uov/cera Owens Corning One Owens CorningParkway Toledo,OH 43659 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 Miatni-Dade County PERA-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 Count),)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 performs 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. PERA reserves the tight 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: Weatherlocle Specialty Tile& Metal Underlayment :840. ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,arty,sate an hfdbo.tving •, statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein!••... "" ""• RENEWAL of this NOA steal l be considered after a renewal application has been filed and•d sere kas been no%ahangee.0•• iI the applicable builduug code negatively affecting the performance of this product. ••. ..... . . . . . .. .. .. . ...... TERMINATION of this NOA will occur after the expiration date or if there has been a reviaiencr change in the •, materials,use,and/or manufacture of the product or process. Misuse of this NOA as an enda;semeet of aa)JAv0duct, •""' for sales,advertising or any other purposes shall automatically terminate this NOA.Failure tb coplpl6 0y with any sectiA:006 0....: of this NOA shall be cause for termination and removal of NOA. *000 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#09-0908.06 and consists of pages I through 3. The submitted documentation was reviewed by Alex Tigera. Mlnr t,DA CQCout TY NOA No,: 12-0309.03 NIMU99 Expiration Date: 07/31/17 Approval Date: 07/05/12 Page I of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification. Description Weatberlock® 36"x 33.3'rolls TAS 103 SBS self-adhering asphalt sheet material with a Specialty Tile& 36"x 66.7'rolls white or green glass re-enforced polyester Metal Underlayment surfacing fabric;for use as an underlaylnent in sloped roof assemblies. MANUFACTURIGN LOCATION: 1. Brentwood,NH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Namc/Report Date Underwriters Laboratories, Inc. R14610 Follow up Service 03/28/02 IRT-Arcon,Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies, hie. NEI-006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114 (H) L.02430/02 PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM G a 55••. 08/08/07••••%• Technologies,LLC. NEI-053-02-01 ASTM D 4798&ASTM G 1#5 ••� •,;� bllos�••,:• NEI-076-02-01 TAS 103/ASTM 1)479$..:.. Q2/14/I 1, •••• • • • • APPROVED ASSEMBLIES: •••• •• •.• Deck Type 1: Wood,non-insulated,new constructioll •••••• •••• • .•.•:. • Deck Description: 15/32'or greater plywood or wood plank • • • •.. . ..•••. System E(1): Anchor sheet mechanically fastened deck,membrane adhered. •••• ;••• • Base Sheet. One or more plies of ASTM D 266 Type Il or ASTM D 2626 with a minimum 4"side lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6"o.c.at the laps and tato staggered rows 12"o.c. the field of the roll. Membrane; One or more plies of Weatherlock`�Speeialty Tile&Metal Underlayment with a minimum 4" side lap and 6"end lap. Place the first course of membrane parallel to the eave,rolling the membranc to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with Weatherlock®Specialty Tile&Metal Underlayment is acceptable. Surfacing: Approved for Adhered Roof Tile,Mechanically Fastened Roof Tile,Metal Roofing,Wood Shake&Shingles,and Asphaltic Shingle assemblies. NOA No.: 12-0309.03 MIAMMADEcouNTY Expiration Date: 07/31/17 F-119mus 70 Approval Date: 07/05/12 Page 2 of 3 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Weatherlock® Specialty Tile & Metal underla3ament shall be installed in strict compliance with applicable Building Code. 3. Weatherlock' Specialty Tile &Metal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. Weatherlock® Specialty Tile & Metal underlayment shall not be applied over an existing roof membrane as a recover,but may be applied over roofing Base/Anchor sheet underlayment. S. Weatherlock® Specialty Tile &Metal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard maximum roof pitch for Weatherlock Specialty Tile&Metal underlayment shall be 6:12 when tiles are loaded directly to the Weatherlock`' Specialty Tile & Metal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. Weatherlock Specialty Tile & Metal underlayment may be used with any approved roof covering Notice of Acceptance listing Weatherlock® Specialty Tile& Metal underlayment as a component part of an assembly in the Notice of Acceptance. If Weatherlock' Specialty Tile&Metal underlayment is not listed,a request may be made to the Authority Having Jurisdiction (AHJ) or the Mianui-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. :.06:. 4444.. 10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose.deo'9:ing pawwAa•Sweep • the deck thoroughly to remove any dust and debris prior to application. •• ••• 00#6 •••••• 11. When applying the membrane in the valley, start at the low point and work to the high pi nig,lolling the njembraiV 6' from the center outward in both directions. For ridge applications, center the membrade.IpdIroll fitfillms cental.... outward in both directions, +...+. •44• ova**• 444. 12. Roll or broom the entire membrane surface so as to have 100%contact with the surface,** t��u�special a�teiution to • overlap areas. + • ,440.6 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembt, cyfY�nt PANct Contrdl64.6: Notice of Acceptance and applicable Building Code. " 0000 0 0 60.6 14. 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 Weatherlock®Specialty Tile&Metal underlayment shall be applied over the underlayment. 15. 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. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAM!DADS C)UNTY F-12041,2411JEW I END OF THIS ACCEPTANCE NOA No.: 12-0309.03 MIAMbDADE COUNTY .,,, , Expiration Date; 07/31!17 INEW Approval Date: 07/05/12 Page 3 of 3 MIAMI =a �iIAA[I-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PER6IITrING,ENYIRON-MENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Streel,Room 208 BOARD AND CODE ADMINISTRATION DII7SION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) oIc 101amidade.eov/ncra 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 Mianii-Dade County PERA-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. PERA 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 Zane of the Florida Building Code. DESCRIPTION: 3MT"2-Component Foam Roof Tile Adhesive AH-160 • 0000•• • Y • 0000•• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,ciyafateeand 1614weng •, statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. •••••• •••• Goof" •96 • RENEWAL of this NOA shall be considered after a renewal application has been filed and thjrE4*8Peen nV gWge in the applicable building code negatively affecting the performance of this product. **so 6 ":• • 06.00• •00• 0000• TERMINATION of this NOA will occur after the expiration date or if there has been a revisidri'ofChange inlAe 4, ••••:• materials,use,and/or manufacture of tine product or process.Misuse of this NOA as an endorseSn?81414any product,for •• sales,advertising or any other purposes shall automatically terminate this NOA.Failure to conoly Witt,any s:0ion of see * this NOA shall be cause for termination and removal of NOA. • •*see: • •• • se" . 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 tine 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 tine Building Official. This renews and revises NOA# 11-0124.04 and consists of pages I through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0228.18 Expiration Date:05/I0/17 01 MIAMI•DaDEcoBRE Appy-oval Date:05/10/12 Page I of 7 ROOFING COMPONENT APPROVAL: Categoy: Roofing Sub Categoy: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MT"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 nionnent based system for single patty placement,and as an uplift based system for double patty systems PRODUCTS MANUFACTURED By APPLICANT: Product Dimensions Test Pi-oduct Description Specifications 3MTm 2-Connpotnennt Foam N/A TAS 101 Tlvo component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPack®30 R 100 N/A 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 the adhesive. •000.9 MANUFACTURING LOCATION: 0 0 1. Tomball,TX. 9.9:60 0000 0000•• 990000 • • • •0000• PHYSICAL PROPERTIES: a0000 • • .... 0.... ..... PronnertV Test Results•••• 9 9•• 0 0:•9 Density ASTM D 1622 1.6 lbs./ft' 00000 •' 00'0 Compressive Strength ASTM D 1621 18 PSI Parallel to rise •: 12 PSI Perpendicular to rise 0 :000:0 6000:6 Tensile Strength ASTM D 1623 28 PSI Parallel to rise 0 6806 Water Absorption ASTM D 2127 0.08 Lbs./Ft' Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change a -40°F.,2 weeks +6.0%Volume Change @ I58T., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 u t' T Expiration Date:05/10/17 MIAMbDADE CC?UNTY Approval Date:05/10/12 Page 2 of 7 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. EVIDENCE SUBMITTI+;D: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1 PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 SouthAvest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] 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 • 9999.. 6 9606.. LIMITATIONS: 6 • .. 9999 9999.. 9999 9999.. 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile AssembJX f4r6fjre rating. 6 0 9999.. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,lolN�"high the Vfdgs. • 3. Minimum underlayment shall be in compliance with the Roofing Application Standard R�nex- 6 0 6••0• .. .. 9999 9999. 4. Roof Tile manufactures acquiring acceptance for the use of 3MT111 2-Component Foann Roof-Rre Adhe9iee AI--I- •••• • 160 roof tile adhesive with their the assemblies shall test in accordance with TAS 101. ;••;•; • 6 6 . . 699669 5. Roof Tile manufactures acquiring acceptance for the use of HANDL-STICK roof tile adhesive with their leo• assemblies sliall test in accordance with TAS 101 with section 10.4 as modified herein. • 6• 0 6 6• ;•••• 9999 2 F'= MS NOA No.: 12-0228.18 Mu►rlanaaecou�n Expiration Date:05/10/17 Approval Date:05/10/12 Page 3 of 7 INSTALLATION: 1. 3MT"'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 3MT'"'2-Component Foam Roof Tile Adhesive AH-160. 2. 3MT '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 3MTit 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 adliesive 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'Quali fied 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 RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A"component and the"B"component shall be maintained between 1.0-1.15(A): 1.0 (B). The dispense tinier shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 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 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MT"'2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placennent Details'herein. Each generic tile profile requires the specific placement noted herein. • 0000.. 0000.. Table 1: Adhesive Placement For Each Generic Tile Profile •••' ...• The ProfilePlacement Detail Single Paddy Weight Two PAW Weight litV *see . Min.(grams) padfi�Mfif.(grans)' :0660: Flat,Low,High Profiles ##1 35 0 661 Wn 16666 •666• High Profile(2 Piece Barrel) 41 17/side on cap and 34/ an .6 6 AUA Goss Flat,Low,High Profiles ##2 24 •• /A •• •see** Flat,Low High Profiles 43 ••••S• •• 0 0000.. 0000.. .. 0000 NOA No.: 12-0228.18 IMMEMMIllm- CExpiration Date:05/10/17 MIANi6DAbEGQUNTY ffl P.1 Approval Date:05/10/12 Page 4of7 LABELING: All 3WA12-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As requited by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACE,mENT DETAIL 1 SINGLE PATTY Hall through Plastic Cement �Pad(WileneathTpe) Nall thro"Iroasticcement Paddy(Beneath Tile) Underfayment •� Undedayment - 21n Fa•�aCoar� ' Fascia Ea efapsa Fa da lwifgda Eaveoxmo*.. Eavecourseony: Eavedosure ErraCSosore Keep adhesiveapprox. Keep ad uNaapprox. Drip edge 41n.uphomweephohs 41n upiromvreephotes Hall Uuoughplastlecement P eneath7fle Opgonai2x4'sfor V(D j S}PlaceanovghadhastvetoachievelTlo23 UnderlaymtnlSte eppitchapp&wGms NaHUvoWesdeeaiet - Square SndresMcontaetwlUrU�epandle • • •••• •• 2)Tum coversupsldedvanPiaeeadhesh21121n. • ••• • To S In From outside edge olcover rile •• • •••• • • TheninsWldralEe. o• •• •**see •••••• -__- Underlay'ment i�� ••i • • • 21n. • • •o• • • • 0000• • 00000 •• 0000•• • _ ••• • 'G'!!�;>- • 000009 Eatie Cbswa ••• EaveCourse oniy: lopes •••• Keapadhsah'eapprox.4ln.up Fascia ottthaeave tromweepholes course coverse. • Ahutlosecondoourseol •••• pan Gies.Ensur�eaveeniof PPdal�tlMat panendcoverGTas are ontan�mdinal Sasha anIffoo. edosatwe Eavetlosure Wee a Fasdaso r (monarshaanj NOA No.: 12-0228.18 MIAMIDADECOUtVTY Expiration Date:05/10/17 e a Approval Date:05/10/12 Page 5of7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Paddy(Beneath Tile) Nail through pTesUc cement Paddy(Beneath Tito) Undedayment ° Undedayment 71n. 2h. 7tn%,1121n. Eavecourse ° ° Fascia #ascta Weeyhole Eave course Eave closure Eave closure DrTpedge Nail through plastic cement Paddy(Beneath Tito) Undeflaymenl '11* 71n. 000.0• /.✓ ln. • • • 6.6••6 •. • ••.• • 006.09 0000 000000 -- 000000 • • 6 ° 0000 • • • • • • •0060• 0000 6 0.000 Eaveclosare a 0:0 0 0 6••6 0000• •• •• •• • •6.0.6 EaY9�0afSe #aStla •••.•• • •• • • • • • • •0 0 •0 000000 • • • • • 00 0 • 0000 NOA No.: 12-0228.18 MiAMNbAo> uN7Y Eapiratiou Date:05/10/17 co t a UOmpApproval Date:05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Kell through plastic cement paddy Nall through plastic cement Single paddy under Ule (between tile) Undedayment Single paddy between file FaRl 2 In.x 71n.medium (under Via) size paddy eave course only Single paddy ...... 'R-13-1 x 3 In 3 Iin.n under,Ule XTN x 3 Single 4 In. 2 In. Single paddy on 2 In. In• under• paddyon layment under. layment Single paddy Fascia Ea 0 course on top of the Weephole Slagle paddyEue 107fn.medium coutse Nve closure on top of tile size paddy eave % Drip edge Fascia course only I Hall through plastic cementa 0 paddy !oderlle Single paddy between Ole 0000.. sees@@ ln.x3ln, 4 In see* • Goes • Single paddy 0000.. so** ***goo on undedayment 2 n. 0000 *Goo w 0000• Slagle paddy Eaveclosure • • **:so* on top of tile 7 to.medium goo 0 0 0 a 0 0 F • WD= • size paddy eave course only 0000.. .• 0 0000 END OF THIS ACCEPTANCE NOA No,: 12-0228.18 Expiration Date;05/10/17 Approval Date:05/10/12 NNW Page 7 of 7 3 110111101111111111111 1111111 INN HIM flkl CFH 2014RO714571 OR Bk 29349 Pg 243W Ups) CITY-OF MLWR—BUILDING DEPARTMENT RECORDED 10/151'2014. 11-19'41- NOTICE OF COMMENCEMENT HARVEY RUVINY CLERK OF COURT MI- ]Vlease File at 22 N.W. 1ST Street,Miami. MIALAST PAGDADE COUHTYY FLORIDA E PERMT NUMBER: FOLIO NUMBER 1. 1.-2`2-31 'r'>' P2 -,!265C> State of Florida County of Miami-Dade The undersigned hereby gives notice that improvements will made to certain real property, and in accordance with Chapter 713.23,Florida Statutes,the following in provided in this Notice of Commencement. �tre,t.address Z,41 IqG )_05Sb-4e-+ and-Legal description of property G481 t_DT Lp (a) I JpEz4e.�r_f5&jSjr=,: Description of improvementr _�i__e_ Owner(s)-name t0j ljAjm!; a d address:6dq 1 Interest in property: Name of fee simple'Qftleholder(if other than owner): and address,/._j Contractor's name' an(kaddr, Phone number: 44-6z,.�� f2"5 Amount of Surety bond:$ (Payment 14 tor,if CAM( _41 U and ad Surety Name dress 1901 rvo, Phone number: VrTNES10 my limd @ oife; j�m -w Lender's name and addres�m rd guiiznd Count CoLiris. Phone number: ®'C. • Persons within the state of Florida designated by Owner, upon whom nof -ed as provided by Section 713.13(1)(a)7.,Florida Stat 06*44 Name and address: and address I /V provdked 0000• In addition to himself, Owner designates the following person(s)to receive a copy of a Lienor"s:184ce as I. in .... Section 713.13(1)(b), Florida Statues, *90 0 Name and Phone number: • Expiration date of this Notice of Commencement: (the expiration date4itiLe [11 year from the date of recording unless a different date is specified) �04 6— a&—M"5 rint 0 er's Name: SIGNATURE OF OWNER wogn to and subscrib ;;;Gd before me on this I LJ Day of w 200 I ,e, Personally -�,) 5Z>ally Known, or Produced I L,- Notary Public Print Notary's Maml:_y whftftftl,,�_ vnila Z Oath taken 0 at kA, Commission Expiratio20; *� Expiration Prepared by: Rqul Pimp R00fing'-11— Address: 76170 SW 21 Place Fr-33317 Rev:512004d 1mqST ,.§Z%% " OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:10/13/2014 Property Information Folio: 11-2231-012-0050 Property Address: 601 NE 105 ST Owner JANYCEALYN WILLIAMS-MCGLONE 601 NE 105 ST Mailing Address S MIAMI SHORES,FL 33138-2053 Primary Zone 1100 SGL FAMILY-2301-2500 SQ r � a Primary Land Use 0101 RESIDENTIAL-SNGLE FAMILY 1 UNIT Beds/Baths/Half 3/210 Floors 1 Living Units 1 � Actual Area Sq.Ft l 4 Living Area Sq.Ft Adjusted Area 2,730 Sq.Ft 2014 Lot Size 14,600 Sq.Ft Year Built 1951 Taxable Value Information 2014 2013 2012 Assessment Information County Year 2014 2013 2012 Exemption Value 1 $50,000 $50,000 $50,000 Land Value $16 553 $195,935 $145,137 Taxable Value 1 $129,191 $126,543 $123,592 Building Value $187,444 5 $187,657 $210,234 School Board XF Value $1,187 $1,204 $1,476 Exemption Value 1 $25,000 :12.5.(:)p 1 $25,000 Market Value 1 $355,184 $384,796 $356,847 Taxable Value I $i54 W1 151 543 '17!j8+,992 Assessed Value 1 $179,191 $176,543 $173,592 City •••••• �••••� ••••:• Exemption Value a90' $50!000 1 :j5AQ00 Benefits Information Taxable Value $+29,191 *06" �§123 .j592 Benefit Type 2014 2013 2012 Regional •,•••• •••• •.;••� Save Our Homes Assessment $175,993 $208,253 $183,255 Exemption Value $90,0111 $50 0 •'$5'();t1b0 Cap Reduction Taxable Value $1`29,M91126, 3 12+3+592 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,0001 $25,000 $25,000 Sales Information •• : egos : `: Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Previous OR Book- "" Board,City,Regional). Sale Price Page Qualification Description 12/01/1992 $0 15812-2372 Qual by exam of deed Short Legal Description 09/01/1987 $130,000 13481-2280 2008 and prior year sales;Qual by exam 31 52 42 of deed GOLF VIEW EST CORR PLAT PB 41-58 LOT 6 LOT SIZE IRREGULAR OR 15812-2372 1292 5 The Office of the Property Appraiser is continually editing and updating the tax roll.Thiswebste may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disrlaimer.asp Verson: r . CHAPTER 16,SECTION 1824 nGMMtlELOFO ll HNpMaWyELOJ ' 1524.11 Scope. As it pertains to this section,it is the responsibility of the roofing 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 1;0ding 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 confractor. The owner's initials in the designated space Indicates that the item has been explained. � AeWlaeUcs-wovkm ans>!1p: The workmanship provisions of-Chapter 15(High-Veipcify Hurricane Zone) are for the purpose of prQvlding the roofing system meets the wind resistance and wafer intrusion performance standards, Aesthefics(appearance) are not a consid-eratlon with respect to workmanship provisions. Aesthetic Issues such as color or archifecfural appearance,that are not part of a zoning code should be addressed as part of the agreement between the owner and the contractor.. 2. ReoqalHnq wood dac k5. When replacing'roofing,the existing wood roof deck may have to be renailed in accordance wifh current provisions of Chapter 16 (High-Velocity Hurricane zones) of the Florfda Building Coder Building. (The roof deck is usually concealed prior to Removing fhe existing roof system.) S.COmP9tOn routs. Common roofs are those which have no visible delineation between neighboring units(ie„townhouses,condominiums,etc,j. 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. Exaosed ceilings., Exposed,open beam ceilings are where the underside of the roof decking-can be viewed from below. The owner may wish to maintain the archifectural'appearance;therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maYnfaining this appearance. . Ponding water, The current roof system and/or deck of the building may not drain well and may cause wafter to pond (accumulate) In low-lying areas of the roof, Ponding can be an indicatlon of structural distress' and may require the review of a professional sfruotural engineer. Ponc316-094ay shorten the life expectancy sand performance of the new roofing system. ForlInj'conditions may 0000:0 not be evident until the original roofing system is removed. Ponding cgnditions ftut be .00000 0. corrected. 0000•• •..• 0000.• �� vetli�w so�g�pep��rr� [➢r�e�td�➢sp; It is required that rainwater flow off so that thtkItt`Ts not ' :0000: overloaded from a buildup of water, Perimeter/edge walls or other roof exten46M1 ray bib Us • discharge is bverflowscuppers'wall outlets}are not provlded, It may be•rnecess ":". y instal? overflow scuppers In accordance witty the requirements of:Chapters 16 and•16 W8t anaLI`r?$'. Florlda Building Code,Plum,birig 00 00 . •• •••• • a Venlilal(am Most roof structures should have some ability to vent natural airflows?i1mh the '. interior of the structural assornb[V f fhe building itself). The existing amount of aft?c vert ilatio ll, not be reduced. • Eatcep➢Ion: Afflc spaces,designed by a Florida licensed engineer©r registered architect to eli l Wate the attic venting,venting shall not be required, I ba 11 t��w-n erfs/Agent`s Signature Date G �firorlsslgna re CA Pdrin AB-$26 (Page 2 of 71 hiew3116104