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RF-15-1324 (2) 12M--c 19 - Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-235912 Permit Number: RF-6-15-1324 Scheduled Inspection Date:January 29,2016 Permit Type: Roof Inspector: Naranjo,Ismael Inspection Type: Final Roof Owner. TURK,JAMES AND JANINE Work Classification: Tile Job Address:1275 NE 94 Street Miami Shores,FL 33138-2946 Phone Number Parcel Number 1132050100090 Project: <NONE> Contractor. ANDREW PALMER ROOFING INC Phone: (305)232-9211 Building Department Comments NEW ROOF,TILE ROOF, EAGLE BELAIR, SIERRA Infractlo Passed Comments MADRE INSPECTOR COMMENTS False nspector Comm nts Passed ` x'7/1 Cc Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid January 28,2016 For Inspections please call: (305)762-4949 Page 5 of 33 4" f -t carr ; : A-1 CONSULTING ENGINEERS, INC 4-7. ` s•r ► ! ROOF STRUCTURES CONSULTING ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE TAS No. 106 UPLIFT TEST EXPERTS SITE SPECIFIC INFORMATION Owner's Name: Vr k PerJmiitt,#: 6 f=-L0 -l S - 13 2'A Job Address: Roofing Contractor: t�Z Type of Tile: L� •�7` r Date installed: Approximate Roof Height:ld- t Roof Pitch: Z/1L YP ' Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof: ft 2 Required Testing Force: 53 lbs. Testing Equipment: F.G.E. 100 Date Tested:02- /...3 — 101d G ST LOCATION UPLIFT PULL TEST rEST LOCATION UPLIFT PULL TEST rEST LOCATIOI UPLIFT PULL TEST TEST LOCATION UPLIFT PULL TEST rEST LOCATIOP UPLIFT PULL TEST rEST LOCATION UPLIFT PULL TEST 1 26 51 76 101 126 2 27 52 77 102 127 3 28 53 78 103 128 4 29 54 79 104 129 u 5 30 55 80 105 130 6 31 56 81 106 131 7 32 57 82 107 132 8 33 58 83 108 133 9 34 59 84 109 134 10 35 60 85 110 135 11 36 61 86 111 136 12 37 62 87 112 137 13 38 63 88 113 138 14 39 64 89 114 139 15 40 1 1 65 90 115 140 16 41 66 9 1 17 42 67 92 1 18 43 68 1 4 19 44 69 94 L1 20 45 70 95 JWW 21 46 71 96 V T 1 146 7 22 47 2 97 A 122 47 23 4873 98 148 24 49 74 99 124 149 25 50 75 100 125 150 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TEST.THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED B . Jos6A.Martinez P.E.#031509 A-1 CONSULTING ENG , Lab. Certificati 0306.03 enews:01-1224.05 /4383 S.W.70th Ct, Miami, Florida 33155 • Telephone(305)740-9550 • Fax (305)740-9550 ENGLISH: Cell (305) 609-6388 •SPANISH: Cell (305)498-9804 °v - i -.L CONSULTING X43 ENEVES�i�NC. ROOF STUCTURES CONSULTING UPLEFT EST D=TS LAB. CERTIFICATION No.01-1224-5 4393 SW 70 CT,MLAXII FL. 337 TEL. 5-740-9550 FAX305-740-9550 Owner's e; PermiM Job address: 1.275 NE 94 ST MIAMI SHORES FL Roofing contractor.. A PALMER ROOFING Type of tile: EAGLE FLAT 13 Date installed: Approximate roof height: 10-20 feet Roof pit L. 4/12 Ttpe of access to roof.- old: Ladder: Other: Approximate square footage of roof- 42.00 ft2 Required testing force: 35 flys Date tested.. 01/13/2016 Numtw of tests: 92 SKETCH OF ROOF 22 -3 18 13 20 21 1f 17 41 9 S 7 23 40 5 4 3 26 49 42 35 2 1 25 so 37 36 30 29 51 34 �� 52 56 61 3a 43 44 45 53 3 ' 57 fry 49 4r 59 84 3'2 90 91 .60 54 sa 5 83 S'9 76 74 63 a5 65 64 96 52 77 75 66 87 as 8 70 6 Reviced: ASH 31 72 73 Date: 01/13/2016 dl 3. pE � fi isYe iP� Miami Shores Village , 10050 N.E.2nd Avenue NE d 3 Miami Shores,FL 33138-0000 EIS1r3i,.+ �F3. Phone: (305)795-2204 ' Ex Iration: 1210712015 Project Address Parcel Number Applicant 1275 NE 94 Street 1132050100090 JAMES AND JANINE TURK Miami Shores, FL 33138-2946 Block: Lot: Owner Information Address Phone Cell JAMES AND JANINE TURK 2020 N BAYSHORE Drive MIAMI FL 33137- 2020 N BAYSHORE Drive MIAMI FL 33137- Contractor(s) Phone Cell Phone Valuation: $ 27,775.00 ANDREW PALMER ROOFING INC (305)232-9211m Total Sq Feet: 4263 Type of Work: Available Inspections: Additional Info:NEW ROOF,TILE ROOF,EAGLE BELAIR, Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-6-15-55799 CCF $16.60 06/10/2015 Credit Card $500.00 $414.30 DBPR Fee $5.25 DCA Fee $5.25 06/02/2015 Check#:28139 $50.00 $364.30 Education Surcharge $5.60 06/10/2015 Check M 28196 $364.30 $0.00 Permit Fee-New Roof $350.00 Bond#:2746 Scanning Fee $9.00 Technology Fee $22.40 Total: $914.30 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: i certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. rmore, uthorize the above-named contractor to do the work stated. _ June 10,2015 'iuihorizpd Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 10,2015 1 IVlldt I II JI IVt CJ V IIIdgC '; ECFt�,T1ED Building Department Ju 2 Zoic 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 j Tel:(305)795-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 to BUILDING Master Permit No. -- �(,,� PERMIT APPLICATION Sub Permit No.� " J_ 3-- ! ❑BUILDING ❑ ELECTRIC 211ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP �* CONTRACTOR DRAWINGS JOB ADDRESS: lZ " +'`'�✓ � City Miami Shores County: Miami Dade Zig: 3N" Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: IC�o�nstructiotn Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): 144t_�o >I AW*JU TM9X- Phone#: Address: 12-7Sj1t�-� !Rd.tSC City: V-�Oc"l State: VItl Zip:c 3 Tenant/Lessee Name: Phone#: Email: AA,,JD� CONTRACTOR:Company Name: 4 %kjW Address: T*j && C' City: �t ` State: ` Zip: attoisn Qualifier Name: INVX� Phone#: Vl State Certification or Registration Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: -��^~ City: State: Zip: Value of Work for this Permit:$ •-71 t � bJ � —Square/Linear Footage of Work: 42.1c5 Type of Work: ❑ Addition ❑ Alteration U/ New 1:1Repair/Replace ❑ Demolition Description of Work: y.*Aa� seeF_"'"[1L _ 61Y.-Atz: e "..fte-. r Specify color of color thru tile: Submittal Fee$ �~ • W Permit Fee$ `� M CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Tralning/Education Fee$ Double Fee$ Structural Reviews$ Bond$ w- 01115.0 TOTAL FEE NOW DUE 5Cj `�r`1 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property Is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first Inspection which occurs seven (7) days after the building permit is Issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of .20 11:5 ,by day of .20 1lr�; ,by who is personally known to .who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Seal: Seal: e', JOZKNESKIa� "� AEE4ANNE KNESKINotary PuFlorida blic-State of Florida'�1f98►A 'B J!to*Commis15 sion#FF 131532 APPROVED BY PlansExaminer Zoning Structural Review Clerk A.Palmer Roofing, Inc. 305-232-9361 p.1 .Local Business Tax Receipt Miami—Dade County, State of FloridaLBT -THIS IS NOT A BU.L-DO NOT PAY 4156834 y BUSINESS NAME&OCAMOR RECEIPT N0. EXPIRES ANDREW PALMER ROOFING REHEINAL SEPTEMBER 30,2015 INC 4339883 CT Mustba displayed at place of intalnass 4156 SW 70 MIAMI.FL CT Pursuant toCm.ntyCod# Chapter$A-An.9&10 OWNER SM.TYPE OF BUSINESS PAYMENT RECEMD ANI)REV)PALMER ROORNG INC 196 SPECIALTY SurLDING SYTAXCOLLECTOi CrOANORB%t PALMER CONTRACTOR 75_00 07117:2094 Warker(s) 5 CCC1326750 CHECK21-14-023730 This Local Suslueas Tax fleeelptesly toallenes payeeentoftbe Local Business Tax.Tbt ilaeeilet is seats Ileus, permit or a certi5catles of the holder's yns0c adensi to go business.Heldor uton coo*with any geveramest d or to d►e business. The IMCi(Fr NO above outfit disiels"el an aU teramercial vebietea-t4gatui-llado Code Sec8a 27G IAMF For atombeformad".yisilyuyydr.gr old, g,gQ, {,�ggllpcgpr RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD °. -� i CCC1328750 t ,;.� .-��• tc The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiry#on date, AUG 31,2016 PALMER,ANDREW N SlIN5AI ANDREWPALMER ROOFING INC9700 SW 168 STREETMIAMI FL 33157 ISSUED: OWS/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1405260000967 A.Palmer Roofing, Inc. 305-232-9361 P.1 • ------ ANDRE-3 OP ID-AX .a►co�lty CERTIFICATE OF LIABILITY INSURANCE i•.---� 1or1512014t2o�4 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERT11FICATE HOLDER IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificaft does not confer rights to the certificate holder In lieu of such endorsement(s). MEVY InsurmTce Group Inc ICNowErA:OT Annmarle McCartney 362 Minorca Ave 305.444-2324 mo),.305-d44-A980 Coral Gables,FL 33934 Donald W McCartney ADDa1 amccartney@mdwinsurance.com INSURER($)APPORMUM COVERAGE MAIC 0 INSURER A:Admiral Insurance Co 24856 INSURED Andrew Palmer Roofing Inc INSURER a: 9700 SW 168 St. - Miami,FL 33187 INSURER C: INSURER 0: INSURER E INSURER P COVERAGES CERTIFICATE NUMBER. REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCEPOLICY NUMBER POLICY EXP UNITE A X i COMMERCIALGENERAL W48RJCY ` I FACFtOCCURRENCE S 1,000,M, CLAWS-MADE x ocwR 1 cA000utsstoo� 08J15J2a14 0811 a I 5/2015 PREMISES Es OOOURenOB $ 50, ! nem EXP(Any am person) $ � 5.00 - �. PERSONAL&ADVINJURY $ 1,000,00 ewLAGGREGATE a QCT umT.APPUES PER: GENERALAGGREGATE $ 2,000.0 F]POLICY I�i LOC PRODUCTS•COMP/OP AG(N $ 2,000.0 OTHER: $ AUTOMOBILE LIABILITY O1Ne��BINGLE LUNiT $ ANY AUTO BODILY INJURY(Par parson) $ ALL OWNED I SCHEDULED AUTOS AUTOS 130DILYINJURY(Per a j $ NON-OWNED HIREOAUTOS :AUTOS PR MUN $ UMBRELLALWe OCCUR I $ LIAR I--•-i � I EAc�i occulazENCE $ ExcEss CLAWSMADE ADE ( AGGREGATE $ DIB] I I RETENTION 1eWItKER8 COMPENSATION iRTOTE AND EMPLOYERS'LIMLITY STq ANY PROPRIETORIPARTNER/F.XECUTNE YIN E OFFICEWNEMBER EXCLUDED? N(AlE.L EACH ACCIDENT $ r- (Msndebory In NH) I E.L.DISEASE-PA FAAPLOYE $ Gyes,dt1;=under j t DESCRtPTIONOFOPERATIONSbelow ! E.LDISEASE-POUCYLIIT $ I I II { DESCRIPTION C3F OPERAIMUS I LOCAMNs I VEHICLES(ACOIm 101,Add ltWW Sarwdtd%gnay be adnahed H more spew to nmrd-rt) ftlofimg Contractor License 0 CCC1326750 CERTIFICATE HOLDER CANCELLATION Vill THEUEXPRATIONDA , NOTICE IMLL LD ANY OF THE Ai30VED 6C CANCELLED IN BEFORE age of Miami Shores 10050 NE 2nd Ave ACCORDANCE WITH THE POLICY PROYISIONB. Miami Shores,Fl-33138 AUTH�ORR=DD REPRESENTATIVE ��II'PW•�JuiJ.�q 1/ ®1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registwed marks of ACORD r A.Palmer Roofing, Inc. 305-232-9361 p.1 Issue Date: 11/25/2014 FLORIDA ROOFING,SHEET METAL&AIR CONDITIONING CONTRACTORS ASSOCIAnON,INC. RSASELF. INSURERS FUND 1-800-767-3772 •FAX(407)671-2520 CERTIFICATE OF INSURANCE ISSUED TO: COPY PROVIDED TO: Village Of Miami Shores Andrew Palmer Roofing, Inc.&Palmer&Faria 10050 Ne 2Nd Ave. 9700 Sw 168Th Street Miami Shores, FL 33138-2304 Miami, FL 33157 Attention:To Whom It May Concern Andrew Palmer Roofing, Inc.& Palmer&Faria Painting Corp. This Is to Certify that: 9700 SW 168Th Street Miami, FL 33157 being subject to the provisions of the Florida Workers'Compensation Act,has secured the payment of compensation by insuring their risk with the FLORIDA ROOFING,SHEET METAL&AIR CONDITIONING CONTRACTORS ASSOCIATION SELF INSURERS FUND,4099 Metric Drive,Winter Park, FL 32792, COVERAGE NUMBER: 870-033261 LIMITS EFFECTIVE DATE: 1/112015 Workers'Compensation: Statutory-State of Florida Employers'Liability: $100,000.00 Each Accident EXPIRATION DATE: 1/1/2016 $100,000.00 Disease,Each Employee $500,000.00 Disease,Policy Limit REMARKS: Non-cancelable, without 30 days prior written notice, except for non-payment of premlum which will be a 10 day written notice. Andrew N Palmer as Qualifier, License#RC0067299 Andrew N Palmer, License#CCC1326750 This certificate is issued as a matter of information only, is not a policy and of itself does not afford any insurance. Nothing contained In this certificate shall be constructed as extending coverage not afforded by the policy(les)shown above or as affording insurance to any insured not named above. This provides coverage for Florida policyholders and Florida domiciled employees only. By: ,9 By: ` Brett Stiegel,Administrator Debra Guidry, CPCU,Un enwriting Manager FRSA-SIF FRSA-SIF a : •*� r ' Florida Building Code 2010 Edition RECEIVED High Velocity Hurricane Zone Uniform Permit Application Form JUN 02 2015 sitetion a wean2ral inform tion) Master Permit No. Process No. Contractor's Name PAL � Rf-�1261 It-)C, Job Address 12`IS NE Vii" ROOF CATE130RY ❑ Low Slope ❑ Mechanically Fastened TileMortar/AdH9#hfe R'et.''l4tq-', ' 13alti Asphaltic ❑ Metal Panel/Shingles 13 Wood Shjgffi- rShakU 0000:0 Shingles Are.1A to •••• L7t1►R- ••� • Prescriptive BRAS 158 .. .. Gas Vent��c ROOF TYPE Type: Natuf'�ii' LPQICCJ••� •• ••• New Roof 0 Re-Roofing ❑ Recovering D Repair It liAtOrIMCAL •• •o• . . .. oo: ROOF SYSTEM INFORMATION •' :': ' Low Slope Roof Area(SF) Steep-Sloped Roof Area (SF) Total (SF) x'26 BOOM B (RoPlan), Sketch Roof Pian:•Illustrate all lbvels and sections, roof drains, scuppers, overflow scuppers and overflow drains. include, dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. Now O Z gnaw Am nbl. V— mom J. v A> _ sv It 41 �s N 41 CDo Lj Florida Building Code 20:10 Edition High Velocity Hurricane Zone Uniform Permit Application Form S2dion_D (S1e9R.810p_®d toof,sysf Roof-System Manufacturer. Notice of Acceptance Number..-L2--- Mini.mum umber: 2--Minimum Design Wind Pressures) if Applicable (From RAO 1;T•or CaRwOons), .... Maximum Design Pressure From the NOA Specific S stem : "•••• •• • .. .. . .. ... .. Method-of tile attachment: • ... % 00 0 ,Sea 5looed Rooms meter D2sgLiption Deck Type: 516- pe, ype Undedayment: Roof Slope; nsuiatlon; _. Fire S . Pik Ridge Ventilation? astener-Type S Spacing: s e« 1s -dhesive Type ype Cap Sheet: oof covering: _ Moon Roof Height: `�� G � � Type&Size Drip dge: i Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form &1911onf (T-119 COMMODE) For Moment based die systems,choose either Method 1 or 2.Compared the values for M,,wltb the valves from Mi U the Mi values are greater than or equal to the Mr values,for each.area of the roof,then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (PlAadx `LY. i°�_=_.��-Mgs'.J . °1Nfir: NOA NOA Mt .•.. (pa:fix.%�i 6 -Mg: 1* • (p3g h to . MgNOA 101, �� .0.0 0 0 0000. ..•.�. 000.0. • » Method 2"SlmpMed Tile Caliculatlon Per Table BeIOY .J:•. . •!•. 0000 :00�6 Required Moment of Resistance(Mr)From Table Below NOA" .01.• 0•00 0.000 Mr Required Went Resistance* • 0000 ilA 0 00 0000. Won ROO Height 0000. Roof Slope 98' 20' ?0' 0 ,, 0. %0' '• 0000• W.2 r34 .• n. . pit �•.•. 542 0A ;2A 342 203 20A SEN *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For UpUft,based the systems use Method 3.Compared the values for F'with the values for Fr If the F' valugs are greater than or equal to the Fr values,for each artwof the roof,then the the attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" Fri: NOA F' Frz: NOA F' w:---)-W: a:cds 8:__ Fra: NOA F' Where to Ubf-1 abInformation Deeo�on Symbol �. Where to fine gn:Fresa= or .:ori 3 a or an oa 7 .r Wan Roof HOW Ho to Job S t# NOA omot do to NOA AftebalftResietanoe M NOA beldmm A EAM F, Qu Avema e Tile ow w@ w,k N ons must to the Mifiding 6111M at me O-GRO VpHcgon, vwucialwullyauuuruuu nvnz,avlu MIAMI- "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES--REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 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 Building Code,Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item as been explained. 1. Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone are for the purpose of providing that the roofing system meets the wind resistance and watq;jptrusion performance standards. Aesthetics (appearance) are not a consideration with respect$o".rkma!%i ip provWoq& Aesthetic issues such as-color or architectural appearance, that are not part of a zonm* &* d� be addre s Sed asp of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof'doolf may Aiw4fo be ..... rens' ed in accordance with the current provisions of Chapter 16 (High Velocity HurITAI S Zonl§�of the Plchda Build' g Code. (The roof deck is usually concealed prior to removing the existing roof system). •• 3. Common roofs: Common roofs are those which have no visible delineation betweiii9id-ighboxing . uni i.e. townhouses, condominiums, etc.). In buildings with common roofs, the rooRhg bontrattvand/or • owner ould notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vieAd from below. The owner may wish to maintain the architectural appearance; therefore,roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of mainta' ing this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cau a ater 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 structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofi g system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not ove aded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance wit the requirements of: Chapter 15 and 16 herein and the Florida Building Code,Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the inte ' of the structural assembly(the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a nfida-licensed engineer or registered architect to eliminate the attic venting,venting shall n be required. Owner's/Agent's Signature: Date: / I Contractor's Signature: Permit Number: Property Address: MIAMHODE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/i)ei-a 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 mqVrtals.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Conf"Metion IQ..�. be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AIJJ�-: 0.0.00 •• . ...... This NOA shall not be valid after the expiration date stated below.The Miami-Dade Counj Ft5 tet Control Sectio;� (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve t ie rlbt to ha'G Vus • product or material tested for quality assurance purposes. If this product or material fails tops qr�n in tbi acc epted +� manner,the manufacturer will incur the expense of such testing and the AHJ may immediately re8oke,$iotUfy,or , suspend the use of such product or material within their jurisdiction. PERA reserves the rightstm►rvoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this prdduct or matgjgLWls to•••••• meet the requirements of the applicable building code. ' . . 0000.. This product is approved as described herein,and has been designed to comply with the Florida Build1rP4*cV& ' including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Bel Air,Bel Air Double Eagle,Ponderosa,Ponderosa Double Eagle,Golden Eagle Low Profile Concrete Tiles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA.. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 11-0321.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. !� NOA No.:12-0430.04 QMIAMMMI-DMAD&MU Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 6666 herein. The attachment calculations shall be done as a moment based system. 0 •••••• •••••• .. 9 •499 • 640.90 '..' : 9469:9 2.PRODUCT DESCRIPTION: •46969 Manufactured by Test P.MdyAct •96.9• 6666.. • AuDlicant Dimensions Specifications DestMdtion see* ••9••0 Bel Air Concrete Tile L= 17" TAS 112 Flat profile concreteroWle egtQppgdVith t�q„• W= 12 1/4" nail holes. For adheOngi,direct deck or 4• 1/2" • 6 9009:6 Thickness= battened nail-on applications. 6 *0000 • • • 9 . • 000000 Bel Air Double Eagle L= 17" TAS 112 Flat profile concrete roof toile egt91 with?Wo Concrete Tile W= 12 1/4" nail holes. For adhesive set, direct deck or Thickness=1/2" battened nail-on applications. Ponderosa Concrete Tile L= 17" TAS 112 Flat profile concrete roof tile with slate finish W= 12 1/4" equipped with two nail holes. For adhesive set, Thickness= %2" direct deck or battened nail-on applications. Ponderosa Double Eagle L= 17" TAS 112 Flat profile concrete roof tile with shake finish Concrete Tile W= 121/4" equipped with two nail holes. For adhesive set, Thickness=%2" direct deck or battened nail-on applications. Golden Eagle Concrete L= 17" TAS 112 Flat profile concrete roof tile brushed finish Tile W= 121/4" equipped with two nail holes. For adhesive set, Thickness=1/z" direct deck or battened nail-on applications. Trim Pieces 1=varies TAS 112 Accessory trim,clay roof pieces for use at hips, w=varies rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. NOA No.:12-0430.04 MIAMI-RADE COUNTY Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 2 of 10 2.1 EVIDENCE SuimrrTED: Test Aaencv Test Identifier Test Name/Report Date PRI Asphalt Technologies ERPF-001-02-01 TAS 112 Aug.2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III 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 vs. Sept. 1993 smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 TAS 108(Mortar Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 25-7094- 2, 5,& 8) Static Uplift Testi -::::,Oct. 1994 pp ( p � .... ...... Engineering,Inc. TAS 102 0.. 00 The Center for Applied 25-7183-(5 thru 6) Static Uplift Testi'1*4* deb.TAS 102 IVW'- •••••• Engineering,Inc. •....� �.... The Center for Applied 25-7214-(1, 5 , & 8) Static Uplift Testing' 0. 4arch,•?995� $) Eng ineerin Inc. TAS 102 * * :'. 0. 00000 .. .. . .. ...... The Center for Applied 25-7487-2 Static Uplift Testigg•;•; Dec. 1995 Engineering,Inc. TAS 102 :...:. ••'•" The Center for Applied 25-7496-(1 &4) Static Uplift Testing.' •. ...Dec. 1;993': Engineering,Inc. TAS 102 •• • The Center for Applied 25-7804-6 Static Uplift Testing Sep. 1996 Engineering,Inc. TAS 102 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 TAS 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep.2006 Walker Engineering,Inc. Calculations Restoring Moments Due to Gravity Sep.2006 NOA No.:12-0430.04 MIAMI-RADE COUNTY Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 3 of 10 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications,a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112,appendix`A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle,Ponderosa, Golden Eagle,Ponderosa Double Eagle Flat Concrete Roof Tiles 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 vrt) ...... •. ; •�•• •. Tile Profile Welght-W(Ibf) Length-I (ft) •••; W-W Rf ..•• Bel Air, Bel Air Double Eagle, 11.4 1.42 ...1.03 ;'•••; Ponderosa, Golden Eagle, • ... .... ..... Ponderosa Double Eagle Flat "" ' ""• Tile 00 .. . . .. ...... Table 2: Aerodynamic Multipliers -A(ft ) : . . ..... Tile Profile A(ft ) A (�•�• ; • Batten Applicration Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile NOA No.:12-0430.04 MAMI-RADE COUNTY Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 4 of 10 Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile 3":12" 4":12" 5":12" 6":12" Greater than Profile 7":12" Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, Deck Deck Deck Deck Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, Ponderosa Double Eagle Flat Tile Table 4: Attachment Resistance Expressed as a Moment- Mf(#t-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Bel Air, Bel 2-10d Ring Shank Nails 30.9 38.1 17.2 Air Double 1-10d Smooth or Screw 7.3 9.8 4.9 Eagle, Shank Nail Ponderosa, 2-10d Smooth or Screw 14.0 18.8 •••• 7.4 Golden Shank Nails Eagle, 1 #8 Screw 30.8 301--% .... 18.2 .' Ponderosa 2#8 Screw 51.7 51.799999 •• •24.4•••••• Double 1-10d Smooth or Screw 24.3 24.3**Oo' •�0• 24.2;.... Eagle Flat Shank Nail Field Cli • Tile 1-10d Smooth or Screw 19.0 19.0..... 22.1::;•-- Shank Nail Eave Cli • .. .. .. ...... 2-10d Smooth or Screw 35.5 35.,x••;'•; 34.8 •• Shank Nails Field Clip) ...:. """ 2-10d Smooth or Screw 31.9 31.0 32.2;....: Shank Nails Eave Clip) ' 2-10d Ring Shank Nails 50.3 65.5 48.3 1. Installation with a 4"tile headlap and fasterners are located a min. of 2'/" from head of tile. NOA No.:12-0430.04 MIAMI•�AD1z CW-UN 'Y Expiration Date: 10/05/16 PROVED Approval Date: 08/02/12 Page 5 of 10 Table 6: Attachment Resistance Expressed as a Moment Mf(ft-Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Bel Air, Bel Air Double Eagle, Adhesive 31.3 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 Averac a weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment- Mf(it-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, 3M 2-Component Foam Roof Tile Adhesive AH-160 118.9 Ponderosa, Golden Eagle, 31VI2-Component Foam Roof Tile Adhesive AH-160 40.4 Ponderosa Double Eagle Flat Tile 3 Large paddy placement of 45 grams of Pol ProTM. •• • 4 Medium paddy placement of 24 grams of Pol ProTm • . . Table 7: Attachment Resistance Expressed as a Moment- bf) for Mortar Set Systems 6900 0000 • Tile Tile ..sole. Attachment Profile Application ••o••o Resistetice ••••:• Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Seto .43.9 .000.. Eagle, Ponderosa Double Eagle Flat Tile 5 Tile-Tite Roof Tile Mortar. so ' • •'• • • ee NOA No.:12-0430.04 MIAMI-DADS gOLJNTY Expiration Date: 10/05/16 ,.,,� Approval Date: 08/02/12 Page 6 of 10 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below),or following statement: "Miami-Dade County Product Control Approved". ®EAGLME I FLORIDA BEL AIR,BEL AIR DOUBLE EAGLE,PONDEROSA,GOLDEN EAGLE,PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL„SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: • . . .... ...... 6.1 Application for building permit shall be accompanied by copies of the following:...... •••• ••••;• 6.1.1 this Notice of Acceptance. 000:00 6.1.2 Any other documents required by Building Official or Applicable buildinpoode in ordev to prope$Fy evaluate the installation of this system. .... .... ..... ...... .. . ..... .. .. . .. ...... . . . . ...... NOA No.:12-0430.04 QM1UAk=tM41-DA=DEC0=U Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 7 of 10 PROFILE DRAWING +w 17" BEL AIR • 0000 .•.••. 00.00• •. • 0000•• • 0000•• • • • 0000•• 0000 0000 • • 0000 •••• 00.00 0000•• •• • 00.00 •• �• • •• 0000•• •••�•• 0 • • • • • • 00.0.0 0000•• + • � • 0000•• 17 BEL AIR DOUBLE EAGLE NOA No.:12-0430.04 MIAMMADECOUNTY Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 8 of 10 f �1 I 17" _ A.- PONDEROSA sees • • sees 0090•0 •e • sse• • ..•.0. e• 0 •0900• sees•. •e•• sees s • 0000 0000 00•e4 00.00• •• a ••••e • • • 0000*0 •0000• - sees•+ - •e e 17"' 12 " PONDEROSA Mum,EAGLE NOA No.:12-0430.04 QMIAMMIOMMWEUNTY Expiration Date: 10/05/16 j Approval Date: 08/02/12 Page 9 of 10 17 12N GOLDEN EAGLE • •••• '••'•' END OF THIS ACCEPTANCE • .... .... . . • • • • • •••••• NOA No.:12-0430.04 MIAMbDADE Cuum Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 10 of 10 F MIAM 4 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(186)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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. 0 so**9 This product is approved as described herein,and has been designed to comply with the FZoridf J3uildhVCbde 0.00;• including the High Velocity Hurricane Zone of the Florida Building Code. + + • 99+.++ 00 0 00*000 ..9999 DESCRIPTION: Poly0 glass Polystick Underlayments .00+• Goose + + 9000 0000 9999• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logb* t.statcC tgd f9llowiitg••• 00 r9 9 .+ 0+99:9 ,•0 statement: "Miami-Dade County Product Control Approved",unless otherwise noted here • 0 0 . . e . . 0 9 000000 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has:01f$o change 9 • • 999999 in the applicable building code negatively affecting the performance of this product. •• 00 000 0 • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the!NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA#12-0713.02 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. O NOA No.: 14-0717.08 WMMM1-QADEC0gMnW 1 Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 1 of 9 ROOFING COMPONENT APPROVAL Catenrv: Roofing Sub-Cateeorv: Underlayment Material: SBS ,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Desck,01ption Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'3 3 "/$ membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile, slate tiles and shingle underlayment. Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 6518"x 3'33/$" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underl�yment....... Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sanirtop surfac i gel£•jdhering, •; Manufacturing Location 65' x 3'3 3/8" APP polymer modi:gtdo.ifiberglas *reillforced,6•••• #1 &#2 Or 65' x 3' bituminous sheet niVerl;ffor use as an :•••• 60 mils thick underlayment in slopeXr•oof asseVj l2)}es. •• • Designed as an ice$ .shield.. ..:..' .. ... . .. ...... Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphat s+q,fpdhering,-glass- •, (Surface Printing) 65' x 3'33/8" D 1970 fiber/polyester reinforcedNvaterP;QQZug ""'• Manufacturing Location 80 mils thick membrane.Designed a9 a metal roofjnrg and rf• #1 &#2 tile underlayment. •..• Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterproofing membrane, Manufacturing Location 32'10"x 3'33/8" D 1970 glass-fiber/polyester reinforced,with a granular #2 130 mils thick surface designed for use as a tile roof underlayment. Polystick Tile Pro Roll: TAS 103 and A15TM A rubberized asphalt self-adhering,glass- Manufacturing Location 61' x 3'33/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane.Designed asia metal roofing and roof tile underlayment. i Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61' x 3'33/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed a a metal roofing and roof the underlayment. ® NOA No.: 14-0717.08 0aweCD Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 2 of 9 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Descelption Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self adhering,polyester Manufacturing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as #2 60 mils thick a a roof tile underlayme#t. Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced, SBS modified bitumen 32' 10"x 3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: l.Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Test Aeencv Test Identifier Test Name/Renort Date Trinity ERD P10870.09.08-R1 TAS 103 ."12104/08 P10870.04.09 TAS 103/ASTM D4798 kX`.s•5 ;;,0;4/13/09 P33360.06.10 ASTM D1970 ...... 6..101101/1c, % P33370.03.11 TAS 103 ••• 03/02/11• • P33370.04.11 ASTM D 1623 •••••, •••'026/1 r•• P36900.09.11 TAS 103/ASTM D4798&' TSS P37300.10.11 TAS 110/ASTM D4798 �I' '�0 ;•••1,019/1�,,,,,• P40390. 08.12-1 TAS 103 &TAS 1 L4.... D8/06/12 P40390.08.12-2 ASTM D 1623 : 09/07/12P-06:6 P40390.10.12 ASTM D 1970 ; ••• 10/03/1%....; P37590.07.13-1 ASTM D6164 .' SJ`1?02/11 P45270.05.14 TAS 103,TAS 110&ASTM ••0/12/14 D1623 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 &TAS 110 10/07/14 P43290.10.14 ASTM D 1970&TAS 11Q 10/17/14 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798&G'l55 07/06/09 Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&G155 04/01/08 RX14E8A TAS 103/ASTM D4798&GI 55 11/09/09 DX23D8B TAS 103/ASTM D4798&G155 02/18/10 DX23D8A TAS 103/ASTM D4798&G55 02/18/10 NOA No.: 14-0717.08 CMUtiAE C LINTY Expiration Date: 09/13/16 A-PPR'VED Approval Date: 01/22/15 Page 3 of 9 i • I INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(1) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226'type H or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid, 6" o.c. at a 1pinimum 4"head lap.(for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank. System Type E(2) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid, 6" o.c.at a minimum 4"head lap. (for base sheet only) Membrane: Elastoflex S6 G,hot asphalt applied. •••• . . 0000 0000.. Surfacing: See General Limitations Below. ' .. 0000 Deck Type 1: Wood,non-insulated •••••• ;0000: 0000 0000 . . Deck Description: Min. 19/32"plywood or wood plank. •Soso' '0000 0 00 System Type E(3) Base sheet mechanically fastened deck, subsequent cap men:brVe self a4ered •••• •• .. . .. 0000.. Anchor/Base Sheet: One or more plies of ASTM D 226'Type H or ASTM D 2626.0 0 0 010 0 Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6" o.c.at a mihimA X.1oad lal,'(%? base sheet only) 0 •' :660 .. 0000 Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps and minfmum 6"vertical (Optional) laps. Membrane: Polystick TU Plus, self-adhered. Surfacing: See General Limitations Below. NOA No.: 14-0717.08 CMIAMI=-DADECUNW Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 4 of 9 ' I I INSTALLATIpN REQUIREMENTS: 1. All nails!in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels,and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the,first course of membrane parallel to the eave,rolling the membrane to obtainlmaximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum;of 3-'/Z"and end laps shall be a minimum of 6". Roll the membrane into place after removing the release str�p. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications,center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes, stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. Thelashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer,of Polystick shall be applied over the underlayment. •••• Soso 0.00.0 00 GENERAL L)�MITATIONS: •• • . . ...... .. SSSS.. 1. Fire classification is not part of this acceptance. •'•''• ' SSSS SSSS SSSS.. 2. Polystick MTS,Polystick MTS Plus,Polystick TU Plus,Polystick Tile Pro and Pob4Sj �Dual4jx Zlty be W§gdo in asphaltic shingles,wood shakes and shingles,non-structural metal roofmg,roof We systems aid quarry slalL.' roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofmg. •••••• Polystick IR-Xe maybe used in all the previous assemblies listed except metal rooZlit=roof till systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. �.Mstoflax 646 may 6e • used in roof tile systems only. •••• • SSSS. . SSSS . . 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. j 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer%than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations(davs) MTS IR-Xe Elastoflex TU Plus TU P Tile Pro Dual Pro' TU Max MTS Plus S6 G Winter Haven, 180 90 180 180 + 180 180 180 90 180 FL. Hazelton PA. N/A 90 N/A 180 N/A N/A N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N=3 of the Florida Administrative Code. NOA No.: 14-0717.08 MIAM4DAD uNTY Expiration Date: 09/13/16 ,..,� Approval Date: 01/22/15 Page 5 of 9 t i 8. In roof tile application,data for the attachment resistance of roof tiles shall be as set fbxth in the roof tile manufacturer's Notice of Acceptance.Polystick TU Plus,Polystick Tile Pro,Polystick ITU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications.Polystick Dual Pro is limited to mechanically fastened roof tile applications.Polystick MTS and Polystick KFS Plus are limited to mechanically fastened with the limitations outlined in Section 9.Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9a. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick T Polystick MTS TU P,Tile Pro, Max 1 Plus' Dual Pro Flat Tile Prohibited 4:12 No limitation No limitation 5:12 without battens Profiled Tile Prohibited 4:12 No limitation No limitation 4:12 without battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requ,irements. Battens are required for both loading and installation of tiles at all times. 'The following limitations shall be apply when using Polystick MTS Plus: •• • • Slopes to those shown in the table above will require stagging of tiles o t' es lai 0 j 0• endicular;b p p q � g -'�'ii � �12�� slope followed by a maximum four tile stack parallel to the slope,for a totaLof 60tiles.%We};igure.l..% below) •00•40 4 :..... • Battens shall be used for stagging of lugged tiles above 4:12 "''' "" • .... .... ..... • Battens shall be used for stagging of flat tiles above 5:12 O.I. ..;..• .. .:. . .. ...... Slope ✓i_ : � 0 ..0000 • • ...... .. . . •00 i I i Figure 1: Stagging Method 9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Plus!two-ply underlayment system when a applied using the stagging method outlined above. NOA No.: 14-0717.08 MuND�E COuty t Y Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 6 of 9 i 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment.Refer to Polyglass' Tile loading detail below for load ng procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles (6 Max Per Stack) 12 CL N hoof Deck prepared with POt.Y8TiCKTU Rua 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approbal of this product with specific prepared roofing products.Polystick MTS,Polystick MTS Plus,Polystick IR-Xe,Polystick TU Plus, Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,Polystick MT Plus,Polystick IR-Xe, Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro ore2laYoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick MTS;p4stick M•1'g Plus, •••6 V Polystick IR-Xe,Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Q.�1� ;o,Paly ticlf Tile P�q� • or Elastoflex S6 G are not listed, a request may be made to the Authority Having JjVon(AHJ)or the . 0000. Miami-Dade County Product Control Department for approval provided that approp�viato documar>ttation is . .. provided to detail compatibility of the products,wind uplift resistance,and fire testing iesults. ...... ••;••• 09000. 00 . 00.00 00 00 0 00 000000 LABELING: 000000 0 0.. . . . 1. All membranes or packaging shall bear the imprint or identifiable marking of the mahfagturer's$rusigar logd,'cT: and state of manufacturing facility and the following statement: "Miami-Dade Couniy.r oduct CojTt;(44ApprQvedg. or the Miami-Dade County Product Control Seal as shown below. '0.0 �4DADE COU ,...� � BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 2.Any other documents required by the Building Official or applicable building code in orde�to properly evaluate the installation ofthis materials. 1 NOA No.: 14-0717.08 MIAM•DADE OUNW Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 7 of 9 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEM BANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to a sure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge'seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum 1"metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions,at a minim m rate of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on the face of membrane,with the above stated nails and/or disks.The head lap membrane is to cover he area being back- nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact 4. All fabric over fabric;and granule over granule end laps, shall have a 6"wide,uniform ayer of Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,applied in between the application of the lap.The use of mastic between the laps does not apply to Polystic MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments.Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens,as required by the tile manufacturers NOA's,must be used on all projects for pitch/slopes of 7712"or greater. It is suggested that on pitch/slopes in excess of 6 '/a"/>.2",preestwons should betaken, such as the use of battens to prevent tile sliding during the loading procesl. •!•, •••• ••••;• 7. Minimum cure time after membrane installation&before loading of roofing tiles is,.l p y=Eigh1rW l[ours.. 8. Polystick membranes may not be used in any exposed application such as crickets,8jtaIdd valleys,*or expo?vd.. roof to wall details. •..I.• ..... 9. Repair of Polystick membranes is to be accomplished by applying Polyglass PolypltiZ; 'rremiprtl,lbfQdified•'•• Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 601_�8mium MoVfied '••':' Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of rep$ir'3oowed•by a�patch Qi:tha. Polystick material of like kind should be set and hand rolled in place over the area ueed�ug sucl:Wf.Patching . membrane shall be a minimum of 6 inches in either direction. The repair should be mi f�fed in:�cb- way 90•• that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand ro lers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry,clean and properly prepared,before any applicaton of Polystick membranes commences. An approved substrate technical bulletin can be furnished uponrequest.It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800)894-4563. NOA No.: 14-0717.08 MIAMI-DADE COMM Expiration Date: 09/13/16 .. , .l � Approval Date: 01/22/15 Pale 8 of 9 I 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS F SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE • • i i NOA No.: 14-0717.08 CMIAMMI-DADMECO=U Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 9 of 9 i MIAMI-DADE COUNTY MIAMF PRO UCT CONTROL SECTION 1805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(��786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) �vww.miamidade.eov/economy 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 c nstruction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Pro uct Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdicti, n(AHS). 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 i 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 fair to meet the requirements of the applicable building code. 0 0000 This product is approved as described herein, and has been designed to comply wik pl eo Florid,oAiilding 6Co;E6 including the High Velocity Hurricane Zone of the Florida Building Code. 6 ...«.. .. 0000.. 000600 000000 0040 0000 . 0 DESCRIPTION: 3MTm 2-Component Foam Roof Tile Adhesive AH-160 '0000' .0606 ... 000*06 06 0 00000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or l�vgd,•city, state sand folleruiag• statement: "Miami-Dade County Product Control Approved",unless otherwise noted herd:fi' •: • •0 0 6 0 0 000060 000060 RENEWAL of this NOA shall be considered after a renewal application has been filedcTJ,tlsere had b9pV no cge0 in the applicable building code negatively affecting the performance of this product. 0 00' TERMINATION of this NOA will occur after the expiration date or if there has been a Iievision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0805.01 MtarlI•_E COUNTYRl Expiration Date: 05/10/17 Approval Date:09/04/14 i Page 1 of 11 I i i ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by M Company as described in this Notice of Acceptance.For the locations where the design pressure requirements, as determined by applicable building code,do 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 tile sysems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product escri tion Specifications 3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment 000000 RTF1000 "" • •! • • •• • ••0• • • • • • • ProPack®30& 100 N/A Dispensing Equiprrwnt•;•• .. ...... PRODUCTS MANUFACTURED BY OTHERS: see 0 Mow •• • 0000• Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current hict list gttachr4" resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile,a "ive. MANUFACTURING LOCATION: ;••••; 1. Tomball,TX. PHYSICAL PROPERTIES: ProveProveM Test Results Density ASTM D 1622 1.6 lbs./ft 3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft' Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks +6.0%Volume Change @15$0F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 14-0805.01 MI M-DADS ouNTY Expiration Date: 05/10/17 APPROVED i Approval Date: 09/04/14 Page 2 of 11 i EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/RenoDate Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 �•82t21/12 TAS 123 00 . 0000 0 . 0000:.. 0 .. . 00000 . 0000' Celotex Corp.Testing Services 528454-2-1 TAS 101 1Q/23i98 528454-9-10000 :0090: 0000 528454-10-1 0 • 0000 0:248/98 00 00000 520109-1 TAS 101 ••;•j•; ;• ••'••. 520109-2 00 •'• • 69 0000'00 . 520109-3 .! . 0000.. 520109-6 """ 520109-7 0••0i 0• ••• 520191-1 TAS 101 ••®'1/1;2/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3Mm 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,Io &high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard S120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTm 2-Component Foam R of Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 14-0805.01 MIAMI-DADE COUNTY Expiration Date: 05/10/17 C. Approval Date: 09/04/14 Page 3 of 11 i I ' I INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2-Component FoamRoof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance With the Component Application section and the corresponding Placement Details noted herein. The roof til assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance ith Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the Woof tile assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company.3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A" component and the "B" component shall be maintained etween 1.0-1.15 (A): 1.0 (B)• 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RJtJQ00 or ProPack®30& 100 dispensing equipment only. • 0000 0000.. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 sliall not be exposed permanthtt3"to sua loll*000100 0 ••• • 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 miaat rafter 3MTM 2- •••• Component Foam Roof Tile Adhesive AH-160 has been dispensed. •• *0000 0 0 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum •••• t s 0000 11•e in 00:00*0••• p p P��X �� 13 00:00• accordance with the'Placement Details'herein. Each generic tile profile requires t Ific plichAt notod 0 0 0 0 0 herein. ••••'•• • • 0000.. 00.0.0 0 . . 000000 .. . 0 000 0 0 NOA No.: 14-0805.01 MIA►M1•DADe COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 4 of 11 I Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area j Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan . . 0000 0000.. .. 0000 LABELING: ' • • 0000:.. .. . 0000.. All approved products listed herein shall be labeled and shall bear the imprint or identifiablgg*10rking of 0 manufacturer's name or logo and following statement: "Miami-Dade County Product Con1t9L4proveth'•gr Xbe MigWa. Dade County Product Control Seal as shown below. ••••;•• •• 0 ••:•• 00 0'i0 0 00 900000 MIAMFDADE UN 0000.• J • ... • • . . 0 0 •000•0• •00000 0 0 • 0 • • 0060 BUILDING PERMIT REQUIREMENTS: •••II • :0: 0•• As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. �I i NOA No.: 14-0805.01 MIAMNDADe 0UNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 NUl thfo"h plasticcow"t Pa®dy limoath rata? Flat/Low Profile Tile 10%"%roquitsofI ur►d•rt.y",•nt :•- ` 1. Starting at the cave cours',apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown, �.. under the strengthening rib closest to the overlook of the tile being set. Battrris oPnona+ .. 2. Continue in same manner, Insure approximately 17 Eavcconsu.• `' ` ' {109.7 cm2)—23 (148.4 cn2)square inch adhesive :.. r contact with the underside of the tile. a� E•v Cluture Nall through�strs cement Medium Profile Double Pan Tile / (when re"lreM _P.awy 190n•.th UP) 1. Starting at the cave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam Undwl•ym�nt ' �' i paddy onto the underlaylent positioned as shown under the pan portion of the tile closest to the t ;.. overlook of the tile being'set. a In wida .•. `: 2. Continue in same manner.Insure appxa►ximatel y 17 fianens®phonal i. y'= .a (109.7 cm2)-23 (144 c J squar�t adhaeiv®-• contact with the undersitldf the tilt ;•° • t }: o0r• 0000 00.00 Eaao Cowls*'" Fascta • • ' <'�'�.. :>` •••.�•• •• • 0000• •• .lo • •• 0000•• • Na thmugh P1416c CWMM° High Profile/Single Pa$7 9: (wheniogahadl P441dy18•"•othTil.i • o i••.i• 000000 Und.rl•ymwnt { 1. Starting at the cave ce ,apply ailngpVnum a'••• (50.8 mm)x 10"(254 mm)x 1"(7.5.4 n:m)foam " paddy onto the underlays ent positioned as shown under the pan portion of tie tile closest to the overlook of the tile being set. cart°": 2. Continue in same manner. Insure approximately 17 optboaal ::`•`, (109.7 cm)—23 (148.4 cn2)square inch adhesive contact with the undersid of the tile. EarsCoutso `i �' Fascia 00 �` Weephole 1Q iro' I in. ..:'�, .:::>' Eare doswe a. ►� Drip ad" NOA No.: 14-0805.01 MIAMI ADE CouNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 full Ohrou t1h:c•m•n1 Paddy i$*n.alhTi4i Flat/Low Profile Tile Cwhdo required~. Uodaruym4nl 1. Starting at the eave course,apply a minimum 2"(50.8 u mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy :� .. onto the underlayment positioned as shown under the strengthening rib of the the glosest to the overlook of the tile being set.Insure approximately 17(109.7 cm2) Battom.S 00wrial - —23 (148.4 cm2)square incl adhesive contact with the Eaw c•una.. ,. underside of the tile. 2. At the second course, apply minimum 2"(50.8mm) Fasda x 7"(177.8 mm)x 1"(25.4m)foam paddy onto the 2 underlayment positioned as 4hown under the r-' strengthening rib closest to the overlook of the tile Eave clelare _ - being set. 3. Continue in same manner.Ir}sure approximately 10" (64.5 cm2)- 12(77.4 cm2)square inch adhesive contact with the underside of the tile. Nail through plastic cementMedium Profile/Double Pan Tile (when required Paddy iSeneath Tile) 1. Starting at the eave course,aOply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)18&%paddy ?. •. •.,� onto the underlayment pejjtisorsed as s�i; n under i�:• pan portion of the tile clo.Zj.p the dwtolk of Va.% tile being set.Insure approx�ately 17(109.7 cm.) _.. — . ; 23 (148.4 cm2)square in;tr ) esive jpur agt witlrrhe • underside of the tile. ••• Battens optional 1 �' _ h r00 ,? •�_ 2. At the second course,apy• inimums'(5 0.80 rr f d on la ,, :�._ r- •'".j' mm x 1 25.4 o x 7 (177.8 ) ( ) w paddy tRthg. E.,•Cloture underlayment positioned as*own uhcOM&pane•••• ` =-�y,' s:=' !�:` portion of the tile closest to 'the overjelck of the tree • E'BV•cisun•_- - -- - Fascia r being set. '• 3. Continue in same manner.Insure approximately 12" (77.4 cm2)- 14(90.3 cm)square inch adhesive contact with the underside of the tile. (Instructions continued on net page) I NOA No.: 14-0805.01 MIAMI-MDE COON Y Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) Mall tlwough plaster rape"t p�d�l6rtwslh Til.} High Profile/Single Pan Tile dwhan taquirrd) i' _ I " I 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the ?;•.., pan portion of the the closes to the overlock of the tile being set.Insure approxi ately 17(109.7 cm2)— a►n. !•... 23 (148.4 cm )square inch adhesive contact with the Naacanso�tional ;;.� underside of the tile. . Vol .:: ' 2At the second course, apply 4 minimum 2"(50.8mm) ,a � fascia x 7"(177.8 mm)x 1"(25.4 mm.)foam paddy onto the ♦ Esvc•Cowse-''�:;�,� • ,�h• ' :•'s'' wrr p ham. underla yment positioned as shown under the pan Eave rbosurrc �,. portion of the tile closest to he overlock of the tile ,,•* Mop adgc being set. 3. Continue in same manner.Insure approximately 17" (109.7 cm)- 19 (122.6 cm2)square inch adhesive contact with the underside of the tile. 0000 0000 0000.. .. 10000 0000.. 00 0 000000 0000.. 0000.. 0000 0000 0000. . . ...�.. 000:0 .. 0000.. 0000.. 0000.. . . 0000.. .. 0000 i r NOA No.: 14-0805.01 MIAMI•DADE COUNTY Expiration Date: 05/10/17 i Approval Date: 09/04/14 t Page 8 of 11 E I I i I ADHESIVE PLACEMENT DETAIL#3 flail through piasdc cementPaddy(between tiles) �pply „Whenreuiredi ► 1. On the cave course only, a minimum 2 (50.8 tfatt�rsopdonai ° ` j mm)x 10” (254 mm)x 1'f (25.4 mm)foam paddy / Pa.dy tuade tile) onto the underlayment po itioned as shown,under ��paddy ` r' the strengthening rib for at tile or under the pan • j portion of the tile for low or high profile the closest j - to the overlock of the tile being set.Leave x a in'tmdeti �'`��,r approximately 4" (101.6 m)up from the cave glep ddy ' •- '-- edge free of foam to prey nt the expanded adhesive on uWWayment 2x4 from blocking the weep holes. Insure approximately 17-23 int(109.7-148.4 cm2)of to in=', .' adhesive contact with the iunderside of the tile Fascia 2. Apply a 4"(101.6 mm)x "(101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below Flat/Low Profile Tile the second course line po5rtioned foam paddy under the strengthening r' for flat tile,or under the Nall through plastic cement Single paddy under We pan portion of the tile,cl sest to the underlock for Iw'o"`eq"i`eco Paddy(between toes) the second course tile to be installed. Insure approximately 8-9 int(51j.6-58.1 cm)of adhesive Batten$ l Paddy tender tle► contact with the undersid of the tile. opdona V snip off t shvie • '^� (Instructions continued on ne t page) •... �. 0000 0000.. xdin. 2x41n.°•. ., •• • 0000 • 10 yon • • • • �``. •••�•• •• • 0000.• •••i. •00• In. • 0000•: ti . . • loin. �= 0.0';• 0000 0.000 Eave Closure ••.•'00 .0 • .•:•.• • • . • • Eave Course Fasda •• •I• • •• 0000 0• •••.,.• • • M"um ProrileTtle • • • • •••••• 0000•. • •••.•. �I I� NOA No.: 14-0805.01 Mi4►Mi•DAD6 court r Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 I ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) j Nan through plastic $1 a paddy wider file When re"Ged1 f 3. Also apply a 2" (50.8 mom)x 4"(101.6 mm)x%" l Puldy ibe""e"aks) (19 mm)paddy on top of the eave course tile Batten: surface as shown,on top pf the strengthening rib i paddy(u,der tiiei for flat the or on top of the�pan portion of the tile, �``•., t� r closest to the underlock o the first course of tile. _ shvie Install second course of tile. Insure approximately on Un _ �y 4x4in. 9(58.1 cm2)- 11 (71 square square inch adhesive contact with the underside of the tile at the overlap Shoe 2x41n. `; and 7(45.2 cm2)-9(58.11, cm2)square inch tW toe•_ adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Save course— R Fascia weephoie coin. 21 . Eave closure Drip edge Nigh Profile Tile ..•• •0 • • 0•000 • • • 00.00• 00 • 0000.• • 0000•• • • • 0000•• 0000 0000 • • 0000 • • 00.00 ••••�• .:go: 000.0 • • • • • 00 •jt • •• •000.0 • ••••.• • • • • • • 000000 ,� 0000•• • 0• • • • • • 000.• NOA No.: 14-0805.01 MLAW ECO NTY Expiration Date: 05/10/17 I:ViiiiZli r Approval Date: 09/04/14 Page 10 of 11 i ADHESIVE PLACEMENT DETAIL Two PIECE BARREL Two Piece Barrel(Cap avid Pan)Tile 1. Starting at the eave course,apply a minimum 2" 1)Place enough adhesive to achieve BS to 70 sq.in. Steep pitch applications foam In contact with the pan tile. when required) (50.8 mm)x 10"(254 mm)x 1"(25.4 mm) 2)Turn covers upside down.Place adhesive in paddy onto the underlayment positioned as to 1 in.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 25 sq.In.contact area. ,-.° tiles from rocking until adhesive has a chance to cure. Underlayment 2. Continue in same mariner bringing two pan courses up toward the ridge.Insure approximately 65 (419.4 cm2)—70(451.6 cm2) square inch adhesive contact with the underside Sheathing of the pan tile. Eave closure "' (motarshown) 3. Turn covers upside down exposing the underside weephole Fascia Board of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portion of the eave course cover tile.Abut to second course of edge of each side of the cover tile.Leave pan tiles.Ensure eave end of pan and cover tiles are flush at eave Ilne. " i ev approximately 3/4 (19,mm)to 1 (25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile, inward,free of foam to allow for expansion. ease 4. Turn cover tile ovq a4or foam ieap+plied aad..�. place onto pan tile ct*se.Insure%n jnimum of� 2 . .1 . 2 .• Osseo* 20(129 cm )-25 6'1,3 cm )sgare inch contact area on eac %j%of the n �r tile too tko pan tile. Continue la s marl!W.i tim aNyU e e any cured exposedefoaa-adhesiiue.Rointing,pf..0 longitudinal edges v t 0covei tifeseare so**:* considered option'•: : a •, e . e e eeeeee 5. When additional ntjUig:s requ�e�ia 2"(50.4 e e e: mm)x 4"(101.6 mm)hailers ft tie wire system using galvanized, stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 14-0805.01 MIAMMADE COUExpiration Date: 05/10/17 Approval Date:09/04/14 Page 11 of 11 vw1 o numlyouvu rVuu n v r,..4vty MIAMI• 0 no "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES--REQUIRE])OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 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 Building Code,Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the ite ha been explained. 1. Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane one) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic ' sues such as color or architectural appearance, that are not part of a zoning code, should be addressed as the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be re ail in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Buil Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between-neighboring units (i. . townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or ow hould notify-the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roo f 4Wking can be viewed from below. The owner may wish to maintain the architectural appearance;thWore,'rvAmg nail•••;• penetrations of the underside of the decking may not be acceptable. The owner pro, %C4e�s•)lie optiW ff •••*0• mal a ' g this appearance.EZ •.•••• • • •••• •••• • • 5. Ponding water: The current roof system and/or deck of the building mayrqol drain- wA and tg�►• cauPewater to pond(accumulate) in low-lying areas of the roof. Ponding can be ar�1x;71*1atiogU,huctu�� ::• distress and may require the review of a professional structural engineer. Ponding%my-*horten the life expecta y and performance of the new roofing system. Ponding conditions may rrot be'evidtatvtil thdtMj nal • ro system is removed. Ponding conditions should be corrected. •••••• • • 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded,from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow uppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance Witt it requirements of. Chapter 15 and 16 herein and the Florida Building Code,Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida-licensed engineer or registered architect to eliminate the attic venting,venting shall not be quired. Owner's/Agent's Signature: Date: ! / Contractor's Signature: Fx�� Permit Number: Property Address: LlA t�