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RF-16-826 } Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-255707 Permit Number: RF-3-16-826 Scheduled Inspection Date: May 13,2016 Permit Type: Roof Inspector: Porto Jr,Jose Inspection Type: Final Roof Owner: RAYBURN, RALPH Work Classification: Tile/Flat Job Address:250 GRAND CONCOURSE Miami Shores, FL Phone Number Parcel Number 1132060136220 Project: <NONE> Contractor: J$K ROOFING INC Phone: 954961-7663 Building Department Comments RE ROOF 29 SQ TILE W/ENTEGRA BURMUDA FLAT Infractlo Passed Comments TILE WHITE COLOR THRU WITH WHITE SLURRY INSPECTOR COMMENTS False ),aspector Common Passed Failed - Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid May 12,2016 For Inspections please call:(305)762-4949 Page 5 of 19 r ULTRA WHITE White on White Slurry Smooth N-4001-00-Y-SM-15 �*Coilrpricing mclsof individual colors and must ends z C I VI L Le h g Engineer)ring Corp. 2370 Southwest 123rd Avenue Miami,Florida 33175-1174 Tel:305-823-8008/305-397-6414 ENGINEER Fay 305-823-3300/305-884-8834 Website:www.reilehengineering.com May 10,2016 J and K Roofang, Inc. 2010 Sherman Street Hollywood,Florida 33020 Project: ROOF TIME UPLIFT TEST REPORT Residential Home 250 Grand Concourse t` Miami Shores,Florida / Information provided by client. Permit Number: RF-3-16-826 Date Completion: May 7,2016 Roofing Contractor: J and K Roofing,Inc. Project Number: 16-0510 (Testing Laboratory Certificate#11-0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set file system and mechanically attached,rigid,discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet,and the mean height of the roof is less than 40 feet above ground surface. The type of file used for this project was reported to be Flat Concrete Roof Tile. This file was reported to have been foamed in place. At the time of our inspection,the entire area of the roof was examined for loose tiles. Not less than one(1)file in ten(10)of all components in the field area and one(1)tile in five(5)of all tiles in the perimeter and comer areas were physically examined. A minimum of one(1)test per every two(2) squares in the field, one (1) test per square in the perimeter area,ridge caps and(1) in the comer areas were conducted. C t J '{,• '' iii rJ�i R Js ��'�»- 7�L �jn7..0 kf4} �f "'_14�M14 t Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation ohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLWT TESr Residential Home 250 Grand Concourse Miami Shores,Florida Cover Page Page 2 thru 6 of 6 Drawing 16-0510 Reileh Engineering Corporation—Project Number-16-0510—Page 2 of 6 Report of TILE UPLIFT TEST for Residential Home 250 Grand Concourse Miami Shores,Florida Project Number: 16-0510 'r`'a,a rr li� �•'s* ar rl a, x-F6 ��i " �a�i OsGn �4 �y � 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation—Project Number-16-05 10—Page 3 of 6 Tr l 7 "m5'.4"��t#4f 1 tr `# �"C$ ,a5`.. '#3 Twp p (3p r� k�re' i 3+i7 �V I t '�'tlr � � 4 3� RF 25 35 Pass • 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass Reileh Engineering Corporation—Project Number-16-0510—Page 4 of 6 T, -tiWAIUM, 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 1 35 Pass Reileh Engineering Corporation--Project Number-16-05 10—Page 5 of 6 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass 94 35 Pass 95 35 Pass Test 1-24 Comer,25-34 Ridge Caps, 35-50 Perimeter, 51-95 Field Reilch Engineering Corporation—Project Number-16-05 10—Page 6 of 6 9 W 24 24 22 2l lg " 1g I6 49 9s 04 6g 64 62 74 40 g0 41 72 49 92 15 4g n27 7 n 18 19 1 2D 76 42 rn bg 6a 66 61 61 80 78 104 70 77 al 82 g2 69 09 % ol 40 60 gg S4 81 5g 83 g8 g7 ft 68 89 86 84 96 g0 g 12 g 4 la NUN1 R OP 11;51' M14M MR ® 1400 5P O tea GAP TW LOCA11ON FEW ® 4? GOIMR - 150 5P - 16COUP MIUMP a 24 FMMR 1715f*a,a m 3' L 17 KM5 WO%11 eE G~ 16+05 d 0 f La GAP ® 10 CORM ASA- VX 3' AI PROX,ROOF 11;51'I.OGA11ON5 MV PIACN51ON5 H_. n � .e: -hi i�� Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL 33138-0000 ` Phone: (305)795-2204 iha h Expiration: 0 /25/2016 Project Address Parcel Number Applicant 250 GRAND CONCOURSE 1132060136220 Miami Shores, FL Block: Lot: RALPH RAYBURN Owner Information Address Phone Cell RALPH RAYBURN 250 GRAND CONCOURSE MIAMI SHORES FL 33138-2853 Contractor(s) Phone Cell Phone $ 21,800.00 J&K ROOFING INC 954961-7663 Valuation: Total Sq Feet: 2900 Type of Work:Repair Available Inspections: Additional Info: Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Roof 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-3-16-59185 CCF $13.20 03/292016 Check#:31986 $853.20 $0.00 DBPR Fee $4.50 DCA Fee $4.50 Bond#:3032 Education Surcharge $4.40 Permit Fee-New Roof $300.00 Scanning Fee $9.00 Technology Fee $17.60 Total: $863.20 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 alt t e foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning ore I horize the above-named contractor to do the work stated. March 29,2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 29,2016 1 Miami Shores Village Building DepartmentMAR 2920, 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 Iq BUILDING Master Permit No. EZr ((0-53?6 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC Q ' OFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [-] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: SD 61�.Ad (c ALourSC'_ Miami Dade Zi City: Miami Shores County: q• 3 l,3 k Folio/Parcel#: J112 -OU' aoZ D Is the Building Historically Designated:Yes NO Occupancy Type: Aj Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): dak kxy kcril Phone#: 16,E -7 �d Q Address: )s-0 6/1'1") ( x coa rsQ City: AA i r..aa. Ae/`ed State: F1 Zip: n l f Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ��-l� dLQD•1'iric Phone#: Address: 2011D -(ke,-a1 .A C•f' City: t''IAJ '' ++ -State: �� Zip: 41 Qualifier Name: QAA"P-2 �I-,yro j Phone#: State Certification or Registration#: cc- L 0y0c05" ( Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 071,jFD 4•Q0 Square/Linear Footage of Work: 02ft e Type of Work: ❑ Addition ❑ Alteration F-1NewE Repair/Replac/e�, [:1 Demolition Description of Work: Alwo-/ 21152,le w� y'Ic� tc. AtItAlol I Ale , All jbrU" Specify color of color thru tile: W;k 6,J01- J±rg t iA W W C Efofp-t., Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$, Z° w TOTAL FEE NOW DUE$ 9 3 (Revised02/24/2014) 9 &-:3 rl O t 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 0 ER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this /�day of GsL� 120 by A day 'off �/,c A k 020 ��f ,by 1 G&ll4 1l InL,.rA .who is personally known to Qat-t;e bbl f A) ,who is perso n 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: g Print• Print: Seal: PUBLIC N Y SDA Seal: EEL)Oml OF FLORIDA . Cam*FF920230 F92MO Expires 11/1312019 11/13/2019 ewtrsee+ss***rssssa*ss*(+r+�a*.ws«�r*w:•s*�.�rwsssss�+raa+rrssssr�+rs�syss*�•rsss**�«wrssssss:s+rr+s:s*e+�»er*•s*sasrs APPROVED BY "— 1 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ORIDA 'ARfiNENT E:1F BUSINESS AND PROFESSIONAL Ft31��.A►'I'"1Qlf CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 HERRON, DONNIE S J & K ROOFING INC 2010 SHERMAN ST HOLLYWOOD FL 33020 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. PROFESSIONAL REGULATION Every day we work to improve the way we do business in order to CCCO58051 ISSUED: 06/08/2014 serve you better. For information about our services,please log onto www.myfloridalicense.com. There you can find more information CERTIFIED ROOFING CONTRACTOR about our divisions and the regulations that impact you,subperibe HERRON.DONNIE S to department newsletters and learn more about the Department's J&K ROOFING INC initiatives. Our mission at the Department is:License Efficiently,Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new llcensel Exprow date'AUG 31,2016 L14050Mo1226 DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONA% REGULATION CONSTRUCTION INDUSTRY LICENSING,, PARD CCCO68061 ' The ROOFING CONTRACTOR •<ti' Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 o �a HERRON, DONNIE S J & K ROOFING INC 2010 SHERMAN STREET HOLLYWOOD FL 33020 ' ISSUED: 06 OM014 DISPLAY AS REQUIRED BY LAW SEQ# L1406080001228 000703 ' Local Business Tax Receipt _ "?Miami—Dade County, State of Florida —THIS IS NOTA BILL DONOT PAY ;� 4247763 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES , "1&K ROOFING INC RENEWALSEPTEMBER 30, 2016: DOING BUS IN DADE CO 4434908 Must be displayed at place of business i MIAMI FL 33000 Pursuant to County Code ' Chapter 8A—Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED �t 196 SPECIALTY BUILDING CONTRACTOR 13Y TAX COLLECTOR J&K ROOFING INC Worker(s) 5 CCCO58051 1 $75.00 08/10/2015 k CHECK21-15-113303 This Local Business Tax Receipt only confirms payment of the local Business Tax.The Receipt is not a license, «r: permit,or a certification of the holder's qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO.above must he displayed on all commercial vehicles—Miami—[lade Code Sec sa-276. = For more information,visit www.miamidade.uov/taxcollector Y • A f � „e 1 ' YYYY)-T CERTIFICATE OF LIABILITY INSURANCE OATE(MMIDDI20 15 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION PTS Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 7735 NN 146 Street C-100 Miami Lakes, Fl 33016 305-818-9544 INSURERSAFFORDING COVERAGE NAIC# INSURED J & R Roofing Inc INSURERh INSURER B: 2010 Sherman Street INSURER C: Hollywood, rL 33020 1 INSURER D: 054961 INSURER E COVERAGES 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 19 SUBJECTTO ALLTHE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR POLICY NUMBER POLICYEFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 , DAMAGE 10 REN I w COMMERCIAL GENERAL LIABILITY CLAIMSMADE 10 OCCUR MED EXP are ) $ 5.000 A x$5000 DED PD PAL10536740OR 11/15/15 11/15/16 PERSONAL&ADV INJURY GENERAL AGGREGATE $ .000,000 GEN L AGGREGATE UMITAPPLIES PER: PRODUCTS-COMP/OP AGG POLICY PRO- LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANYAUTO (Ea acddent) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILYINJURY NONAWNEDAUTOS (PeracdAwd) $ i PROPERTY DAMAGE (Peracddent) $ GARAGE UABIUTY AUTO ONLY-EA ACCIDENT ANYAUTO OTHER THAN EA ACC $ AUTOONLY. AGG EXCESS/UMBRELLALIABILIIY EACH OCCURRENCE $ OCCUR 0 CLAIMS MADE AGGREGATE DEDUCTIBLE RETENTION WORKERSCOMPENSATIONANO EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICEWMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE M12=12 desaibeurldar E.L DISEASE-POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Roofing Operation CERTIFICATE HOLDER CA CELLAXION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Miami. Shores DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAL 30 DAYS WRITTEN 10050 NE 2nd Ave NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Miami Shores, Fl 33138 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 305-795-2204 1 REPRESENTATIVES. 305-756-8972(r) n1aTx ®RePRe ACORD 25(2001108) 0 ACORD CORPORATION 1988 Date CERTIFICATE OF LIABILITY INSURANCE 1/4/2016 Pr0duccarr. PlymotM Insurance Agency This Certificate is issued as a matter of information only and confers no 2739 U.S.Highway 19 N. rights upon the Certificate Holder. This Certificate does not amend,extend Holiday, FL 34691 or altar the coverage afforded by the policies below. (727)938-5562 1 Insurers Affording Coverage NAIC# Insured: South East Personnel Leasing, Inc.&Subsidiaries Insurer A: lion insurance company 11075 2739 U.S. Highway 19 N. Insurer B: Holiday, FL 34691 Insurer C: Insurer D: Insurer E: Coverages The policies of Insurance listed=have been Issued to Me Insured named abow for Me policy Mod Indicated. Notwithstanding any requirement term or condition of any contract or other document with respect to which Ocie cmtlficate may be issued or may pertain.the insurance afforded by the policies described herein Is subj to all the terns.exclusions,and conditions cf such policies. Aggregate limits shown may have been reduced by paid dates. INSR ADDL T of Insurance Poli Number Policy Effective PolicyE Expiration Limits LTR INSRD Type oY ffp (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each occurrence Commercial General Liability Claims Made 13 Occur Damage� (EA Exp Personal Adv Injury eneralaggregate limit applies Per General Aggregate Policy 13 P� 1:1 Loc Products-Comp/OP Agg OMOBILE LIABILITY Combined single Limit (EA Accident) Any Auto Bodily InJury AN Owned Autos (Per Person) Scheduled Autos Hied Autos Bodily Injury Non-Owned Autos (Per Accident) Property Damage (Per Accident) EXCESSIUMBRELLA LIABILITY Each occ"rrenc a oxer ElClaimMade Aggregate . Deductible A Workers Compensation and WC 71949 01/01/2016 01/01/2017 X wC stat,- oTH- Employers'Liability tory Limits I I ER Any ProPdetorPartner/executive officer/member E.L.Each Accident $1.000.00 0 / excluded? No E.L.Disease-Ea Employee $1.000.000 B Yes,describe under spatial provisions below. E.L.Disease-Policy Limits 81,000,000 other Lion Insurance company is A.M.Best Company rated A-(Excellent). AMB#12616 Descriptions of Operations/Locations/Vehicles/Exclusions added by Endorsement/Spectal Provisions: Client ID: 92-68-239 Coverage only applles to active employee(s)of South East Personnel Leasing,Inc.&Subsidiaries that are leased tD the following"Client Company": 3 ac K Roofing,Inc Coverage only applies to injuries Incurred by South East Personnel Leasing,Inc.&Stthsidiartes active employee(e,,while working in:FL. Coverage does riot apply to statutory employee(s)or independent conbadxw(s)of the Client Company or any other entity. A list of the active employees)leased to the Client Company can be obtained by faxing a request to(727)937-2138 or by calling(727)938-5562. Project Name: ISSUE 01-13-16 MM)REISSUE 01-04-16(AF) in Date 2/20/2014 CERTIFICATE HOLDER CANCELLATION VILLAGE OF MWAAI SHORES Should any of the above described policies be c arxelled before the expiration date thereof.the issuing insurer will endeavor to mag 30 days written notice to the certificate holder named to the let but failure to do so shag impose no obligation or Uabil ty of any kind upon the Insurer.Its agents or representativea. 10050 NE 2ND AVE tiNAfNI ttii�Rfitc Fl. =148 LICENSED AND INSURED LICENSE#CC-0058051 954-961-7663 2010 Sherman Street ROOFING 954-961-9879 Hollywood,Florida 33020 Fax 954-925-8015 SWAeof S"04 57fanta 4 i dsw%30*ear SWQ4T. t Job Name Date I( -'--- Street Sit Phone 1 City,St.&Zi City,St.&Zip Phone 2 M"I° P 05- 4 rm-- 1 Ryy Legal Lot BB: Sub Tat Folio# ALL ROOFS TO BE DONE AS FOLLOWS SLOPE ROOF ® FLAT ROOF Will tear off entire existing slope Roof down to deck or smooth tear off entire existing flat roof down to deck smooth works a surface. WILL RENAIL DECKING TO M EXISTING workable surface. WILL RENAIL DECKING TO MEET EXISTING CODE. emove all related roofing debris om premises. CODE. Remove all related roofing debris from premises. Replace any cessary wood, LF,o q.ft for plywood free. r ft.thereafter. Replace any necessary wood,1 0 Q LF,or Sq.ft for plywood 80 Will apply 1 ply bases et anchored to the deck free, '3 perft.thereafter. according to local build code. U ng HOT ASPHALT,will mop Will apply 30 Ib. premium felt, anchored to the deckplys of fiberglass fe to aid basesheet. Install all new metal flashing and lead stacks according to local building code. Will install all new metal flashing and lead stacks. USING HOT ASPHALT, MOP a 36 INCH WIDE STRIP OF 30 LB FELT VERTICALLY AND a 16 Using HOT PHALT mop 1 fiberglass cap sheet to d fiberglass. INCH WIDE GALV.VALLEY METAL IN ALL VALLEYS. Mop with Hot Asphalt A ® to said ® Usi HOT ASPHALT, mop 1 ply MODI D 30lb's. EmbedClac&u W :j-a A tele in B MEN to said fiberglass felt. P® to F-v Am system. Will flood coat with hot asphalt and embed pearock. W Sjl&eby prMose bor and mate Is-complete in accordance with the above specifications,for the sum of oliars( )with payment to be made as follows: Jf Dlen No ntry work,woodwork or painting unless specs cally stated in this contract. In the event payment is not make as stated In payment schedule, All fees incurred in collections,such as, but not limited to,attorney fees,court costs and collection agencies,are to be paid by signer or owner. COVERAGE /� The roof applied to the building described above is guaranteed for V years from the date of completion upon final payment In full. This guarantee is TRANSFERABLE AT NO CHARGE to new owners ot the property. Under this guarantee,the roofing contractor will,at its own expense,make any repairs necessary to correct roof leaks resulting from the following causes: 1. Failure of roofing felts or base flashing resulting from usual and ordinary effects of wear and weather. 2. Poor workmanship of roofing contractor in applying roofing and flashing materials. Method Of Payment: ®CHECK EXCLUSIONS ®CASH This guarantee does not cover: , MONEY ORDER 1. Leaks or other damage caused by: MAX 0"r" REDIT CARD (j a.Natural disasters,Including but not limited to floods,lightning,hurricanes,hail,windstorms,earthquakes,tornados,dry rot,etc. b.Structural failures such as cracks In decks,walls,partitions,foundations,windows,stoppage of roof drains or gutters,etc. c.Changes In the original principal usage to which of the building,unless approved by the contractor in advance in writing. d,Erection or construction of any additional installation on or through the roofing felt after the date of completion. e.Roof or flashing repairs by others,painting or coating without approval. f. Riots or vandalism. g.Termites or other Insects. h.Penetration of the roofing from beneath by rising nails. 2. Damage to the building or Its contents,roof insulation,roof deck or other base over which roofing felt Is applied. ACTION In the event leaks from roofing should occur,owner shall notify contractor promptly.Contractor will inspect the roof,and If cause of leak is within the coverage as stated above,the contractor will arrange for repairs to be made at no cost to the owner. if cause of leak Is not covered, contractor will not be responsible for cost of any repairs. In the event leaks are not covered under the terms of this guarantee,a service charge will be invoiced to the owner. The guarantee will become null and void if payment of the service charge is not made within 30 days of the billing date. WE MAKE NO GUARANTEES OF ANY KIND,EXPRESSED ORI U ,EXCEPT AS STATED HEREIN. SIGNATURE ACCEPTANCE OF PROPOSAL: The above prices,specifications (owner) and conditions are satisfactory and are thereby accepted. You are (Owne authorized to do the work as specified. Payment will be made as SIGNATURE outlined above;I have read&understand the back of this contract. (Owner) I understand th woodplause. Authorized Slgnatu DATE ` o J&K 2 sided 11/12 . t ' y Miami shores Village sell ""'M Building Department ht, 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE, BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 06 10050 NE 2nd Ave, Miami Shores, FI 33138 Re: Owner's Name: A f A Property Address: -Zso �PC,4� C0.4cou/'2 446r.". S(bre3 J-17( Roofing Permit Number: Dear Building Official: 1 L)I'A _certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of the South Florida Building Code(1994 SFBC) P Signature Print Name State of Florida .• ••• . . . . . .. County o Dade � � .• The undersigned, being the first duly swom,deposes and says that hMAe is Shd a3iv w*fct theAbove property mentioned. Sworn to and subscribed before me this day of hzgkin�I, 1( •• • • i•• • * A" Plaw FLORM Notary Public, Sate of Florida at Large come Eta 11/13/2019 ... . . . . ... . . • when the just valuatbn of ft structure far pwpose of ad vabrem taxation is equal to or more�n VW.00V.04ya d"buiifg wa:not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to;WaB ioanec$Au mmuh: 000 0 Revised on 601/2009 3/24/2016 Property Search Application-Miami-Dade County �u 411 - PROPERTYAPPRAISER � FFIDE � F THE Summary Report Generated On:3/24/2016 Property Information NIE Folio: 11-3206-013-6220 Property Address: 250 GRAND CONC Miami Shores, FL 33138-2853 J,a Owner RALPH RAYBURN&W JAN M 0 Mailing Address 250 GRAND CONCOURSE MIAMI SHORES, FL 33138-2853 i Primary Zone 1300 SGL FAMILY-2801-3000 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 •" ONIV" 1 Floors 1 Living Units 1 ' Actual Area 2,035 Sq.Ft Living Area 1,733 Sq.Ft Adjusted Area 1,879 Sq.Ft Ab Lot Size 12,603.5 Sq.Ft Taxable Value Information Year Built 1944 2015 2014 2013 County Assessment Information Exemption Value 1 $50,000 $50,000 $50,000 Year 2015 2014 2013 Taxable Value 1 $152,068 $150,465 $147,503 Land Value $277,661 $252,151 $233,510 School Board Building Value $130,778 $128,617 $128,617 Exemption Value $25,000 $25,000 $25,000 XF Value $19,590 $19,823 $20,054 Taxable Value $177,068 $175,465 $172,503 Market Value $428,029 $400,591 $382,181 City Assessed Value $202,068 $200,465 $197,503 Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $152,068 $150,465 $147,503 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value 1 $50,000 $50,000 $50,000 Save Our Homes Assessment $225,961 $200,126 $184,678 Taxable Value 1 $152,068 $150,465 $147,503 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 12/01/1988 $124,500 13928-0478 Sales which are qualified Board,City,Regional). 11/01/1986 $94,500 13098-1196 1 Sales which are qualified Short Legal Description •" "; ••• •• MIAMI SHORES SEC 1 AMD PB 10-70 • • •• Y Y • • • LOT 16 BLK 46 `' "' •• + • • .. LOT SIZE 96.950 X 130 OR 13928-478 1288 1 •{• • ,+ Y•• • • The Office of the Property Appraiser is continually editing and updating the tax roll.This webSlt�may oUre.eci the mos6cu?rgnt ir:Fo nation on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreem*At at hkp://www.viiamilidpte.goliDfo/(*sclaimer.asp Version: • • • • • • • • • • ROOF A88EYBURS AND ROOFTOP STRUCTURES CF,l ED MAR B 01 Rlod&9uMag Code 5th Edition(2014) High-Veloaity Hurricane Zai Uniform Permit ApplicarF A� IL AT SecUm A(General lnforution) Master Penrdt Na t/ Cons ftM f t Jb A .�"� ROOF CATEGORY Cl Low Sipe O Mecharcaly Fastened no MortadAdhssive Set*Ms O Aspluft S MON O Metal PartsWig ngles tri O Preve BUR-RA8150 z ROOFTYPE Q g O New roof O Repair t7 Ma�nence Reroof�8 rP eco ROOF SYSTEM INFORMATION Low Slope Roof Area(8F) ® Steep Sid Roof AREA(88F)02�00 Total( o w � w ' 8eaft"B(Roof Plan) � z ketch Roof Plan:Illustrate all levels and sections,roof drahs,scuppers,overflow rs w e biota Of 8 B NW*"I da ly Wdfy d� wwm Of obvam P/888 n mm� pe � U � v CL 01 W z . . . . . . . . .. . . . . ... . . . . . . . . . . . . .. .. . . . .. .. P40MA OURAM 0000 NJUJXW%00 WHOM(ft4)• • ••• • • 18.37 s ROOF ASS LEES AND ROOFTOP STRUCTURES Fkwidg Barffding Coafe 5th Edition(21)14) H19ti-Velocity Hurricane Zone Uniform Pennit Application For Section D(Steep Sloped Roof System) Roof System Manufacturer: 6—n�f�c, Notice of Acceptance Number. Ib- 6/l,2• D Minimum Design Wind Pressures,if Applicable(From RAS 127 or Calculations): p1: O-I P1: P1: Deck Type:. W©o c) .1l9 p Type Underiayment: 41 Gale T J�y 3Q !� -� t4- Roof Slope: -- ' 12 Insulation: 74� Fire Barrier: 5 I Ridge Ventilation? Fastener Type&Spacing: 2 w3S rig Adhesive.Type: Type Cap Sheet: T je vjllde -lC ✓welL7 Mean Roof Height: l Roof Covering: n Nva Type&Size Drip -r..Jve eewe dkp Edge: p t W1l .. . . . . . . . . • . .•• . .. . . . ... . . ••• •• ••• . •• . . • .. . . . . . . 000. . . . •• • • • . . • . • •• •• • • • •• •• 15.38 FLORIDA BUILD6Vc3 CODE�--BUILDINci,M EDI'fiOAi(21w14} • • • ••• • • Florida Building Code So`Edition 200 4 PERMIT AppLXCATION HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING SECTION E (Tile Calculations) For moment based file systems,chose either Methodala sr 2.for-each area of the roof,thare the values for en the file attachment mwith the values from ethod is the Mrvalues are greater than or equal to the Mr e acceptable. Method 1"Moment Based Tile Calculations Per RAS 127" =M" loq _ NOA Mr: L40- �rr x X qj Mg; /a 7 =Mrt: 1 7 NOA Mf. Method 2"Simplified Tile Calculation Per Table Below" g®, Required Moment of Resistance(M,)From Table Below: 30 NOA MF: r oment Resistance* ght 1 S, 20' 25 30' 40' 36 5 3g,2 39.7 42.2 34'437.4 39.8 32.2 30.4 32.2 33,8 35.1 37.3 30,1 31.6 32.8 34.9 28'426 4 28.0 29.4 30.5 32.4 25,9 27.1 28.2 30.0 24.4 to based file systems endorsed by the Broward County *This table must be used in conjunction with a list of Board of Rules and Appeals. F1 with, values F1 values are he For uplift based the systems use Method 3. Ch mr are eee alue rooft or he tiletattachmentomethodF,Ifthe is acceptable. greater than or equal to the Fr values,for e Method 3"Uplift Based Tile Calculations Per RAS 127" w:___-•_)—W. %cos 8:_______ Fry: NOA F': _,yy._%COs 0• � r — (Pa'—%1:•-------� —%w:_._._..)—w:�%cos 0• —=Fri NOA F ._____— (p3; %1: Where to Obtain Information S mbol Where to Find Desert tion P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis Design Pressure re ared b a 1'.E•based on ASCE 7 • HJob Site Mean Roof Height 9 Job Site Robf Slo a NOA Aerodynamic Multi lien ND . . Restorin Moment due to Gravi M da M Attachment Resistance M ... •Calcu ed R uired Moment Resistance NOA Minimum Attachment Resistance F' plated R uired U lift Resistance . . CoA . . . Avera a Tile Weight Tile Dimensions 1 4EUga. •' 'A :•• '•' w=width All calculations must be submitted to fltcial the time of permit application. . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . MIAMI-DARE COUNTY MIAMI-DA PRODUCT CONTROL SECTION 0 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) .,w.mlamidade,eov/eeonomv Entegra Roof Tile,LLC 1289 NE 9a'Ave Okeechobee,FL.34972 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 in Miami-Dade County and other areas where allowed b the Authority Having Jurisdiction used ty y ty g (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: Bermuda Concrete Flat Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the regi}gst.gf the Building Official. This NOA renews NOA No. 14-1120.06 and consists ofpagel 141 ougfi d.. The submitted documentation was reviewed by GUpat 5 RoMguez.t4c 1 61• •• .. NOA No.16-0112.07 Expiration Date:06/07/21 Approval Date:02/25/16 Page 1 of 6 . . . . . . . . . . ... . . . ... . . 9 E ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE k This approves a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra Roof Tile,LLC in Okeechobee, FL as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For use in the locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be prepared as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product AApolicant Dimensions Specifications Description Entegra Flat Tile Length= 16" TAS 112 Flat profile,interlocking,high pressure extruded Width= 10" Type 3a concrete roof file equipped with two nail holes. Class III For mechanical,mortar or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for use at w=varies hips,rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 1. Okeechobee,FL i 2.2 EVIDENCE SUBmrrrED Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102&PA 102(A) The Center for Applied Engineering, 94-084 Static Uplift Testing May 1994 Inc. PA 101 (Mortar Set) The Center for Applied Engineering, 94-060A Static Uplift Testing March, 1994 Inc. PA 101 (Adhesive Set) The Center for Applied Engineering, 25-7094-2 Static Uplift Testing PA 102 Oct. 1994 Inc. (4"Headlap,Nails,Direct Deck,New Construction) The Center for Applied Engineering, 25-7094-8 Static Uplift Testing PA 102 Oct. 1994 Inc. (4"Headlap,Nails,Battens) The Center for Applied Engineering, 25-1644!Y: : `� : "b'Uplift Testing PA 102 Oct. 1994 Inc. •. •; fV!Aeadlap,Nails,Direct Deck, "' •• • ••*Recover/Reroof) The Center for Applied Engineering, 25-7183-6 Static Uplift Testing PA 102 Feb. 1995 Inc. .'. •;' ••• ••<2 Dsive Screws,Direct Deck) NOA No.16-0112.07 Expiration Date:06/07/21 • • `� i Approval Date:02/25/16 ;�•�; ;•� �•.�� Page 2of6 ... . . . ... . . 2.2 EVIDENCE Sulamrl"TED Test Agency Test Identifier Test Name/Reuort Date The Center for Applied Engineering, 25-7183-5 Static Uplift Testing Feb. 1995 Inc. PA 102 (2 Quik-Drive Screws,Battens) The Center for Applied Engineering, 25-7214-1 Static Uplift Testing March, 1995 Inc. PA 102 (1 Quik-Drive Screw,Direct Deck) The Center for Applied Engineering, 25-7214-5 Static Uplift Testing March, 1995 Inc. PA 102 (1 Quik-Drive Screw,Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H PA 108(Nail-On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 PA 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs.smooth shank nails The Center for Applied Engineering, Project No.307025 Wind Driven Rain Oct. 1994 Inc. Test#MDC-77 PA 100 Atlanta Testing&Engineering,Inc. R1.894 Physical Properties Aug. 1994 R2.894 PA 112 R3.894 Professional Service Industries,Inc. 395-40011-1 Physical Properties Feb 2004 PA 112 Celotex Corporation Testing Service 520109-1 Static Uplift Testing Dec. 1998 520111-4 PA 101 Celotex Corporation Testing Service 520191-1 Static Uplift Testing March 1999 PA 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 2004 Walker Engineering,Inc. Evaluation Calculations 25-7094 Feb 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 25-7804b-8 1996 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations Restoring Moment,Mg March 2004 Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999 Nutting Engineers 13343.1 TAS 112 05/06/08 American Test Lab of South Florida RT1210.02-15 TAS 112 12/17/15 .. ... . . . . . .. . .. . . . . ... . • . • . • .. ... .. . . . .. .. •.• •• •.• . . ... . . . . . :0. . . . . . •• . • . • . . • so NOA No.16-0112.07 Expiration Date:06/07/21 �JAPPROVED! 0:0 0:0 Approval Date:02/25/16 • ' Page 3 of 6 . •• •• . . . •• .. ... . . . ... . . 3. LEUrATIONS: 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. 33 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112,appendix W. Such testing shall be submitted to the Miami-Dade Product Control Section 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 woad deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Entegra`Flat' Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County 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) Entegra Flat Tile 1 9.7 1 1.33 .833 Table 2: Aerodynamic Multipliers -1(ft3) Tile X (ft3) A. (ft3) Profile Batten Application Direct Deck Application Entegra Flat Tile 0.189 0.205 Table 3: Restoring Moments due to Gravity-Mg (ft-lbf) Tile 3":12" 4":12" 5":12" 6":12" Greater than Profile 7":12" Entegra Flat Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck 6.53 6.97 6.43 6.86 6.29 6.71 6.14 6.54 5.97 6.35 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... .. ... . . .. . . . . . . . . . . .. . . . . . . . NOA No.16-0112.07 Fo�►ue Expiration Date:06/07/21 • • • Approval Date:02/25/16 ;.'.; ;.•.; Page 4 of 6 ... . . . ... . . Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Nall-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" plywood) (min. 19/32" plywood) Entegra Flat 2-10d Ring Shank Nails 30.9 38.1 17.2 Tile 1-10d Smooth or Screw 7.3 9.8 4.9 Shank Nail j 2-10d Smooth or Screw 14.0 18.8 7.4 Shank Nails 1 #8 Screw 30.8 30.8 18.2 2#8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) m 2-10d Ring Shank Nails 50.3 65.5 48.3 1 Installation with a 4"file headlap and fastemers are located a min. of 2Y2"from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Resistance Profile Entegra Flat Tile Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3M'"2-Component Foam Roof Tile Adhesive AH-160.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) t for Single Patty Adhesive Set Systems k Tile Tile Application Minimum Attachment Profile Resistance Entegra Flat 3M'"2-Component Foam Roof Tile Adhesive AH-160 118.94 Tile 3M'"2-Component Foam Roof Tile Adhesive AH-160 40.45 4 Large paddy placement of 45 grams of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 5 Medium paddy placement of 24 grams of 3MT"2-Component Foam Roof Tile Adhesive AH-160 • • • % • • • • •• • • • • • • • • • • •• • • • • • • • NOA No.16-0112.07 hwIt!s7_1 C Expiration Date:06/07/21 APPROVED 0:0 Approval Date:02/25/16 . .•. . • . Page 5 of 6 . .. •. . 0 . .. .. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami-Dade County Product Control Approved". ENTEGRA FLAT TILE LABEL(LOCATED ON UNDERSIDE OF TILE) BUILDING PERMIT REQUIREMENTS: As required by the Building Official or the applicable Building Cade in order to properly evaluate the installation of this system. This Notice of Acceptance on its own cannot be used to obtain a building permit. PROFILE DRAWING ENTEGRA"FLAT"CONCRETE ROOF TILE I 16' _ 10' FIELD TILE '--16' =1 10' • •: ••ir.'lh&K:B JfiT TILE END OF THIS ACCEPTANCE . ... .• ... . . . . % . . .. . . . . . . . . . . .. . . . . . . . NOA No.16-0112.07 JAPPROVENExpfration Date:06/07/21 ..• . .•• Approval Date:02/25/16 ••. Page 6 of 6 • • • • • • • • • • • •• .• • • • •• •• N 1® MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaae.eov/economv 3M Company 3M Center Building 02204)5-E-06 St.Paul,MN.551441000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:3MTM 2-Component Foam Roof Tile Adhesive AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site a*the'rtkAsto$Ike 33414ft Official. . .. . . . . ... . This NOA revises NOA 13-0502.02 and consists bfp4e%.> ftDllg t 1..• The submitted documentation was reviewed by Alex Tigera. . ... .. ... . . .. . . 16 14-0805.01 o�rnr ••• •• • :•• • Expiration Date: 05//10/17 ...O Approval Date:09/04/14 • • • • • • • • Page 1 of 11 . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in 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 systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Descrintion 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 RTF1000 ProPack®30&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 attachment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Pro a Test Results Density ASTM D 1622 1.6 lbs./ft 3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks ." ": : : .'.+C0 /o.V81ume Change @1580F., 100%Humidity,2 Closed Cell Content ASTM V2856: 8;°/; ••• Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and arg subject tonormal maplufacturing variation. ... •. . . .• . . . •.' i' '.' '.' i•• '.' NOA No.:14-0805.01 �� Expiration Date: 05/10/17 R' Approval Date:09/04/14 ��� • • • ••• • Page 2 of 11 • • • • • • • • • • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Renort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA 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[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3Mm 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high file profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3AC 2-Component Foam Roof 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 61 G20-3 of the Florida Administrative Coag. ••; 000 . .. . . . . ... . .. ... .. . . . .. . ... •• ••• . . . . .. 000 . . .. . . . . . . . . . . .. . . . . . 000 �,VEDCO�rtY •• • ... NOA No.:14-0805.01 Expiration Date: 05/10/17 ••• • ••• • Approval Date:09/04/14 • Page 3 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A"component and the"B"component shall be maintained between 1.0-1.15 (A): 1.0 (B)• 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic file profile requires the specific placement noted herein. .. ... . . . . . .. . .. . . . . ... . • .. ... .. . . . .. Sao 00: . . ...000 0:0 000 as: . . . . . . . . ••• :• ••• ••• ... ••• NOA No.:14-0805.01 05/10/ MIAM Expiration Date: 05/10/17 0:0 •• • • • ••• • Approval Date:09/04/14 • • • • • • Page 4 of 11 . . . . V: . . . . . •• •• . . . •• •• ... . . . ... . . Table 1:Adhesive Placement For Each Generic Tile Profile Tile Proffie Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High Ali 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 LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami- Dade County Product Control Seal as shown below. NIIAMtiDADE COUNTY BUMDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. • . • • • • .. ... •• • • • .. . ... .. ... . . .. . . . . . . . . . 000 000 %0 0.0 NOA No.: 14-0805.01 MUAM OtsVTY Expiration Date: 05/10/17 ••• • Approval Date:09/04/14 • Page 5 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL# 1 Nid LhIOd4h plascicco•nM Pad dIF1BoeoedITda- Flat/Low Profile Tile :ohm paqulrod: UndprUyInun! y ' 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam �. . paddy onto the underlayment positioned as shown, ' under the strengthening rib closest to the overlock ' 10 ti:. . of the tile being set. . •gym. '_•' • • ' Oacten►opuc+"al EaYe Cosait � '`�; 2. Continue in same manner.Insure approximately 17 •' (109.7 cm)—23 (148.4 cm)square inch adhesive t ' contact with the underside of the tile. s Brvr Clwun Nailihm9h pJasiieeemeM Medium Profile/ Double Pan Tile (when reqtdred I prddk:BperwLh VIIII 1. Starting at the eave course,apply a minimum 2" Undarlarw"L • (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam ` paddy onto the underlayment positioned as shown •w f under the pan portion of the tile closest to the overlock of the tile being set. 19in,• ... `':•+•(,��ti� •'!ti's`'•;.. flatlen:opsinaal %% •' 2. Continue in same manner.Insure approximately 17 (109.7 cm)—23 (148.4 cm)square inch adhesive contact with the underside of the tile. ' '�'':• '• Ei9Q{tQdWQ FAise CowsQ :.,f Farcy N&Hd mgItpinei.■+�N High Profile/Single Pan Tile WAQtI QgYisttl: Paddy tBrrrae6THPI UndwAdy ,.•:. a 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown * under the pan portion of the tile closest to the overlock of the tile being set. s usacns ••' 2. Continue in same manner.Insure approximately 17 Qwuda�t (109.7 cm)—23 (148.4 cm)square inch adhesive •"% •• ••• ,cgntpt with the underside of the tile. blaft COOS s' . ' We closure IF Dj III,afte It • • • • • • • •• • • • • • • • • • ' " ' ' ' ' • • NOA No.:14-0805.01 .• • • • ••• • Expiration Date: 05/10/17 i Approval Date:09/04/14 • • • . • • • • Page 6 of 11 • • • • • • • • • . . •• •• • • • •. .• •.• • . . ••• . . ADHESIVE PLACEMENT DETAIL#2 14,10111rouyh pleNie apmrn! prddrlapnpalhfllrl Hat/Low Profile Tile .ti.r+enr�quu'vd . 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy „`.., onto the underlayment positioned as shown under the + strengthening rib of the tile closest to the overlock of 0. Pip �'3.n. '•%.;. �;` the tile being set.Insure approximately 17(109.7 cm) 23 (148.4 cm)square inch adhesive contact with the • FAN Gana, underside of the tile. - •'`',• •••• ' 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the %; • 't8;%• . underlayment positioned as shown under the strengthening rib closest to the overlock of the file ••. rf�, , En��Closurr ,• being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm)- 12(77.4 cm)square inch adhesive contact with the underside of the tile. wril ihroaph RlnsRic eerneni Medium Pro81e/Double Pan Tile :whenraquiradl 1. Starting at the eave course,apply a minimum 2"(50.8 "� '�•: mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy Undrdayrnpa!'• , "•-' ;.., ::;., ••. onto the underlayment positioned as shown under the pan portion of the file closest to the overlock of the t '• file being set.Insure approximately 17(109.7 cm)— ''� a, ''+ • 23 (148.4 cm)square inch adhesive contact with the ' •�r;: • ••ti�y.•- underside of the tile. Owmats or ,S �: ... .. .. 2. At the second course,apply a minimum 2"(50.8mm) �o �, } 't a•"'`a f x 7" 177.8 mm x 1" 25.4 mm foam onto the % �y� ( ) ( ) paddy ,>t E.W cimum underlayment positioned as shown under the pan Err{e�unr Foul& portion of the file closest to the overlock of the file •''' �:���a>'6 •• 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. .. ... . . . . . .. • a �n6tr0 c�cons continued on nextpage) . .. . . . . ... . . • . . . .. ...• .. .• . . ..• . ... •• r.• . . . :01 . . . ... . . . . . . . *00 •• • • • • • • • NOA No.:14-0805.01 ►M o�nY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2(CONTINUED) Hadd110aah plandd AM.,� High Profile/Single Pan Tile :whas town cd, f `•,, P�dd�r lBrn�r7h Tilr j ''�'`• ' 1. Starting at the eave course apply a minimum 2" 50.8 u.d.d.ymrae ;' ••. ..•••' ••,,t g � PP Y ( %s:;;; ?�• % mm)x 10"(254 mm).x 1"(25.4 mm)foam paddy '�,��64•-• ''•PO •,'••. 1 ••, onto the Underlayment positioned as shown under the INO pan portion of the tile closest to the overlock of the 'Y;;'• `•• tile being set.Insure approximately 17(109.7 cm)— '' "►• 2 in. •:; ., `' •• • 23 (148.4 cm)square inch adhesive contact with the uacacusopaarul ,j;`•'`•,. '`':,;�• `'•• :!•'•;''' underside of the tile. 4 , ZZ y.;.;a •,�' '•.;• .r: .d°" ,�s•0'',.• '• 2. At the second course,apply a minimum 2"(50.8mm) •g ��y ,• * Eaae cov n e='L:;,Ro a� ;.A "" '�;' %"c,,,•;a x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the ,�, `'•,r_ ••. ;•' LYrrph6lr , underlayment positioned as shown under the pan �o,,,:•,, 2id ,,•• ,�' ,:>',,• '`• 'Etwecwsa►r portion of the tile closest to the overlock of the tile • ,��` ••�,,• ?,t< ,,.•' otnp edge being set. 3. Continue in same manner.Insure approximately 17" (109.7 cm)- 19(122.6 cm)square inch adhesive contact with the underside of the tile. .. ... . . . . . .. . ... .. ... . . •• • ' ' •• NOA No.:14-0805.01 • "' Expiration Date: 05/10/17 Approval Date:09/04/14 ••• • 0:0 Page 8 of 11 t ADHESIVE PLACEMENT DETAIL#3 Ne016roaghplasllcaemerrt par 1+��� �' i 1. On the eave course only,apply a minimum 2"(50.8 ftnewapdoy��a mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy 7.11 lI Paddy wndertge) onto the underlayment positioned as shown,under '• ,. the strengthening rib for flat tile or under the pan I' portion of the tile for low or high profile file closest 4Y�h, i,• , r' �� _'�`_..�• to the overlock of the tile being set.Leave ru* sl�e' dd�. � _-: '�, approximately 4" (101.6 mm)up from the eave ielWdr edge free of foam to prevent the expanded adhesive andutaymen 2x am. from blocking the weep holes. Insure �,,.�''; _ ,/' .• approximately 17-23 int(109.7-148.4 cm)of adhesive contact with the underside of the tile Fest ti a �''•, ,,�' .r�' .• -�'���0 2. Apply a 4"(101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below FIaR1Luw Profile Tile the second course line positioned foam paddy under the strengthening rib for flat tile,or under the Nall Through pL-sdka hent 5hg19 paddy under toe pan portion of the tile,closest to the underlock for 1"her'requiradl Paddy Ibe+dreen tllai the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm)of adhesive _„� �:•``'�.,� ! padr� * � contact with the underside of the tile. • Y oaEOp�of�tl� "`.,� (Instructions continued on nextpage) 5�g leper on r ti ,�y4 - '� Eavecourse f r' Fasdo r Mull=Pm le Tile •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• •• • • • • • • •• • go ' NOA No.:1"805.01 is Expiration Date: 05/10/17 Approval Date:09/04/14 '•• • • ••. • Page 9of11 . . . . . . . • . . • .. .. . . . •. .. ... • . . •.. . . ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Nail rhmuO ph-sdc Single paddy underdle latm required) r Paddy Ibet � 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x 3/4" (19 mm)paddy on top of the eave course tile e"s '�•� ,�Paddp tunndertilel surface as shown,on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile.Insure approximately 9(58.1 cm)- 11 (71cm)square inch adhesive ram contact with the underside of the tile at the overlap on2x4 and 7(45.2 cm)-9(58.1 cm)square inch --' ,!' _ adhesive contact with the underside of the tile at '•�,;'� �`�•, ,, ••• the head of the tile.Continue in same manner. Em a— '• `' '' Fasda Weephole • r Ears downs lcin`'� ?i►►- s +wedge mak• High Proffiel lie • •• .•• • • • • • •• •. •: ••: •• ..• •• 0.0 • . .• •0 • • V. •• • ..' 00 NOA No.: 14-0805.01 ME • IAM • • '•' Expiration Date: 05/10/17 APPROVEDI Approval Date:09/04/14 0:0 •• • 0:0 . Page 10 of 11 . :.00: . . • • • • . . . • . 0 00 •• ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" 1}Plate enough adhan to e.to achieve 6s to 70 sq.in. steep pitch applications 50.8 mm x 10" 254 mm x 1" 25.4 mm11 foam to contact whh the pan tilwhen rwpdsadl ( ) ( ) ( 1 2)Tum coven upside down.Place adhealra in paddy onto the underlayment positioned as to I Mrom out"ad"ofeowai•. shown under two adjacent pan tiles.Support eave Then install the tile.Emure 20 to 29sciAmcontactasea. -,.-,° tiles from rocking until adhesive has a chance to underlaymasrt i'�_.-' cure. \r- r 1 ° • 2. Continue in same manner bringing two pan -� ; ° courses up toward the ridge.Insure r, approximately 65 (419.4 cm)—70(451.6 cm) c - square inch adhesive contact with the underside heathiag of the pan tile. Eave cbwre `-' tanownt 3. Turn covers upside down exposing the underside waphete Fa�tseoard 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 save course cmer tn•.abut to second course of edge of each side of the cover tile.Leave pan tk&Ensure esus end of pan and covetales are flush at esus line. 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. 4. Turn cover tile over after foam is applied and place onto pan tile course.Insure a minimum of 20(129 cm)-25(161.3 cm)square inch contact area on each side of the cover tile to the pan tile.Continue in same manner.Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• • • •• • • • • ' •. . . e NOA No.: 14-0805.01 • .. . • . . • • JAPPR •• • • "' • Expiration Date: 05/10/17 D OIAVTY a Approval Date:09/04/14 "• • • • • ••• • Page 11 of 11 ••. . . • ••. . • • SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.Therovisions of Section p ct on R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally,the follow! items � should be addressed n9 as part of theagreement between the owner ant the contractor.The owner's initial in the designated r9 ated space indicates that the item has been explained. 2. ailing wood decks:When replacing roofing,the existing wood roof dock may have to be renailed in accordance with the current provisions of Section R4403. The roof oof deck is usual! concealed prior to removing the existing roof system). � Y 4. Exposed CeUing:Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 6. 019-Overflow scuppers(wall outlets):it is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers In accordance with the requirements of Sections R4402,R4403 and R4413. Owner/Agent'l Signature Date Contractor Signature Date ,2S /� 0 /`Gv�(J L�1L[L�DU � rc e Property Address Permit Number Revised on 7/912009 LD;07/01/2015, . .. . . . . ... . .. ... .. . . . .. . .•. .. •.. . . .. . . . . • • . . • ••• • • • ••• • •