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RF-14-2428 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-265782 PermitNumber: RF-11-14-2428 Scheduled Inspection Date:August 22,2016 Permit Type: Roof Inspector: Mesa, Michel Inspection Type: Final Roof Owner: ANDREA COLON,LISA GUINOVART Work Classification: Tile/Flat Job Address:766 NE 96 Street Miami Shores,FL Phone Number Parcel Number 1132060142070 Project: <NONE> Contractor: J& E CONSTRUCTION Phone: (786)514-4377 Building Department Comments REROOF In ractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-222846. 8-18-16 need corrections at valley(exposed TU Plus), need to replace broken tiles, need to caulk pins. pull test collected. Failed Correction a Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. I August 19,2016 For Inspections please call: (305)762-4949 Page 27 of 42 2828 -1 CAIIS[�TIJIKEJ�S, . A-1 CONSULTING ENGINEERS, INC ` EZa ROOF STRUCTURES CONSULTING ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE ROOF O, IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE TAS No. 106 UPLIFT TEST EXPERTS SITE SPECIFIC INFORMATION Owner's Name: Permit#: Job Address: �'— /,0� 3_5 Roofing Contractor: Type of Tile: Q/ �0l wl �ZZ7- L Date installed: Approximate Roof Height: feet Roof Pitch: 3 lei Type of Access to Roof Scaffolds Ladder Other Approximate Square Footage of Roof: 7. 60 ft 2 Required Testing Force:35 lbs. Te ting Equipment: F.G.E. 100 Date Tested: ST LOCATION UPLIFT PULL TEST ST LOCATION UPLIFT PULL TEST rEST LOCATIO UPLIFT PULL TEST TEST LOCATIOf UPLIFT PULL TEST rEST LOCATIO UPLIFT PULL TEST TEST LOCATION UPLIFT PULL TEST 1 26 51 7S 76 101 126 2 27 52 77 102'- 127 3 28 53 78 103 128 4 29 54 79 104 129 5 30 55 80 105 130 6 1 31 56 81 106 131 7 32 57 82 107 132 8 33 1 58 183 108 133 9 34 59 84 109 134 10 35 60 85 110 135 11 36 1 61 86 111 136 12 1 37 62 87 112 1 137 13 38 63 88 113 138 14 39 64 89 114 139 15 40 1 65 90 1 16 41 66 91 11 17 42 67 18 1 1 43 1 68 93 118 1 3 19 44 69 94 -ad119 4 20 45 70 95 21 46 71 96 6121 146 22 47 72 97 1 147 23 48 73 98 148 24 49 74 99 124 149 25 S 50 75 s.3 100 125 150 IN ACCORDANCE WITH THE C ITERIA OF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TEST.THIS TAS 106 T S HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMI E BY: Jose A.Martinez P.E.#031509 A-1 CONSULTI IG NGINEERS, INC. Lab. Certifi #07-0305.03 Renews: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 (3051 498-9804 A-1 CONSULTING ENGINEERS INC. ROOF STUCTITRES CONSULTING UPLIFT TEST EXPERTS LAB. CERTIFICATION No.01-1224-5 4383 SW 70 CT, MLA II FL. 33155 TEL.305-740-9550 FAX.305-740-9550 Owner's name: Permit#: Job address: 766 NE 96 ST MIAMI SHORES FL 33138, Roofing contractor: J E CONSTRUCTION T- y-pe of tile: FLAT TILE Date installed: Approximate roof height: 12 feet Roof pitch: 3/12 Tipe of access to roof: Scaffold: Ladder: Other: Approximate square footage of roof: 45,00 ft2 Required testing force: 35 lbs Date tested: 08/15/2016 Number of tests: 91 SKETCH OF ROOF 7 4,7 17 I-s I IE — Is 1- , 31 4-4 19 21 20 22 2E3 41 43 --3 11 2 7 45 -3 77 Z5 4E ' 25 EG ES 64 92 '4E 3 93 33 53 C-2 61 78 SE 57 &D 59 5 S 26 5 ') 83 so 10 69 Es E7 29 9 4 31 36 73 72 71 P-0 s;7 91 30 27 3; 33 7E 75 74 29 10 37 5 3 39 s' T 89 Revicecl: ASH Date: 08/15/2016 A-1 CONSULTING ENGINEERS, INC /S ` 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:_ Permit#: Job Address: J� //.II-7'1/ r__S� L-- 3313 Roofing Contractor: �'J�t/S/ Ci'C' Type of Tile:� /� �.�/ �1���— �7Z7 71« Date installed: Approximate Roof Height:�_feet Roof Pitch: 3 �� Type of Access to Roof k"" Scaffolds Ladder Other Approximate Square Footage of Roof: Od ft 2 Required Testing Force:35 lbs. Testing Equipment: F.G.E. 100 Date Tested:,�-,&- ST LOCATION UPLIFT PULL TEST rEST LOCATION UPLIFT PULL TEST rEST LOCATIO UPLIFT PULL TEST TEST LOCATIO UPLIFT PULL TEST rEST LOCATIOt UPLIFT PULL TEST rEST LOCATION UPLIFT PULL TEST 1 s�g 26 I/-� >.S 51 76 101 126 2 27 52 77 102'- 127 3 28 53 78 103 128 4 29 54 79 104 129 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 1 36 61 86 111 136 12 1 37 62 87 112 137 13 38 63 1 88 113 138 14 39 64 89 114 139 15 40 1 65 90 % 1 16 41 66 91A �1 17 42 67 142 18 43 68 93 1 19 44 69 94 20 45 70 95 21 46 71 96 146 22 47 72 97 _ 147 23 48 73 98 148 24 re '49� 74 99 149 25 +�' u-� s 5 75 �d100 150. IN ACCORJDANCE WITH THE RM EF IA OF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL+CbT.}T TAS 10r �r4M►AS�yBEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIAT&Jf . } AA '�i THIS'R�PORr�SUBMI I-ED . Jose A a P.E #03,x1509 A-1 CONSU�'GIN�� RS,-;INC. Lab. Certififat1Lfo #�p7436 .03 Renews:01-1224.05 v 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 A-1 CONSULTING ENGINEERS INC. ROOF STU CTURES CONSULTING UPLIFT TEST EXPERTS LAB. CERT'IFIC TION No.01-1 24-5 4393 SW 70 CT, SII_ ? II FL. 3_3155 T11.305-740-9550 FAX305-7 -9550 Ow—i er`s name: Penn t : jot) address: 766 N E' 96 ST PAIA1,4 S;$OrS gcl 33138 Roo,fino- contractor: .� � C. ' TN7'lx e of tile: 7 t_AT TitEE Date i.r stalled: ApF.nox urate roof height: 1-t feet Roof pitch: 3112 Tipp of access to roof: Scaffold: Ladder: other: Approximate square footage of roof: 45,1`0 ft`s Required testing force: 35 lbs Date tested: 8/15/2016 'timber of tests: 91 SKETCH OF ROOF is 5 31 k _1 j,. .ti f _ _ a ♦ !5 i i -- t� / / r E' u2 Y. PC f 57 5' 5;? -- a3 - 7 C- v ti =t 1 ♦ R'. 3: 7E 75 10 5a �l J1 P.evrced: ASH Date: 08fl5 2016 IVIldl 111 JI IUI CJ V IIId6C Building Department artment RECETV 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Nov 14 Tel: (305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 ' ' FBC ( C> BUILDING Master Permit No,;7—, C__ PERMIT APPLICATION Sub Permit No.V-f—I k� -Z` 2-® ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF [:] CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Lr �31J IVov Phone Address: /�,� ,�A AJS 94, City: —L��/'L_� State: Tenant/Lessee Name: Phone#: Email: r /� CONTRACTOR:Company Name: Phone# Sl Address: l Y City: State: _Zip: Qualifier Name: ✓�f, Phone#:o4261 S "1 State Certification or Registration#: 7 ! Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: h City: State: Zip: Value of Work for this Permit:$ .��(/ Square/Linear Footage of Work: ay,049 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ 7�( Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee 7 ) Structural Reviews$ Bond$ v TOTAL FEE NOW DUE S 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 /m�e this .%g day of Lo ;/ G rL. ,20 l T , by _day of GZ� /b�l��_ 20 l`t 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: r Sir Sign: avy Print: #96le �`7�i� C// Print: Seal: '? Seal: MAGGIEGARCU �r M IN MAGGIE GARCIA A MY COMMISSION N FF 048923 � ?.r � MY COMMISSION M FF 048923 �, EXPIRES:October 20,2017 EXPIRES:October 20,2017 .,�, R„h Bonded Thru Notary Pudic Underwriters I Pf{h Wow Th.NotaryPubrc Underwriter. ********* ************************** ************* APPROVED BY /// _ Plans Examiner Zoning Structural Review Clerk Local Business Tax Receipt Miami-Dade County, State of Florida -THIS IS NOTA BILL - DO NOT PAY LBT 6378376 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES 1&E CONSTRUCTION RENEWAL SEPTEMBER 30, 2015 16242 SW 52 TERR 6646096 Must be displayed at place of business MIAMI FL 33185 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OFOBUSINESSI IYMEN RECEIVED GUIN DEVELOPMENT INC 1,96 SPECIALTY BUI rOING CONTRACTOR By TAX COLLECTOR Worker(s) 1 CCC1328793 �'�g7'5.00 08/119/2014 %f E HECK—14-1�412�0 This Local Business Tax Receipt only confirms payment of the Local Business Tau.The Receipt is not a license, permit,or recertification of the holder's gyalification's,to do business. Holdertmust comply_withany goveinmental or nongovemmemalt egulfatory lavA and#quireme s which apply to the business. �The.RECEIPT NO�above must be displayed on all commercial vehicles-Miami-Dade Cade Sec ea 276. For Mf information,visitiall idade.govRaxcollecto -r09 STATE'OF:FLORIDA "' ". � iv �DEPARTMENTOF'BUSINESS AND .PROFE FSI ►I REGULATION —CCC1328793 SU'��h):008/19/2014 ry _Cv A4 ERTIFIED.ROn. IIVG� N, R'C7CC . M -CGU I IVOVART,.71���E =J'81E'CONSTRly�10 CIO S-CERTIF1EDdr.tf hprovisions of -489'FS - Exration date L1408190002340'" •4�' � CERTIFICATE OF LIABILITY INSURANCE �0/31/2014M� THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS ctRTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AII�ND, 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 REPRESENTATIVES OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(In)must be andotsed. If SUBROGATION IS WAIVED,subject tq the terms and conditions of the policy,cartsln policies may require an endoraament. A stetemant on thle certificate does not confer rights to the certificate holder In iieu of such endorwat e_ QDNTACT PRODUCER THE SOLUTION INSURANCE SVCS INC PHONE (305)5$5�621t7 ac n,•(305)595-6947 10655 STIP 72nd St, Ste 7 ADDRu&solutianinsuraac@bellsouth.t7et Miami, FL 33173 AFFORnuve oaveRAM NAM A231800 INSURER A:ATXANTTC CASWIS'Tr Tl1SORANCB COMANY INSURED GUIN DEVELOPMENT DBA J&E CONSTRUCTION INSURERS: 16242 SW 52 TERRACE INSURER 0: MIAWI, FL 33185 INSURER D: INSURER E INSURER F 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 INDICATE. 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 SUBJVCT•TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED,BY PAID CLAIMS. LTR TYPPOLICY Elf]- a LIMITS PAR E OF INSURANCE o mro POLICY NUMBER MMO g 0"ER6L{L aEra:au UJUAL ' EACH OCCURR6NCE s 1,000,000 CLQMS-"F Q OCCUR PReal ►eii� S 100,000 MED 6:.D,(Any one paw) E 5,000 A AC1134303OPC 6/26/2016 06/24/2015 PERSONAL&ADV INJURY S 1,000,000 GEN'L AGORFG�ATE LIMIT APPLIES PER: % GENERAL A430REGATE s 2,000,000 7I POLICY®JECTT LOC PRODUCT8-COMPIOP AM s 1F000,000 OTHE;k. AUTOMOBILE LWILTTY a R2k§jrfl $ ANYAUTO BODILY INJURY(Pw Irixw) 4 ALL OWNEDS AUTOS SCHEDULEb BODILY INJURY(Par a S HIR OSAUTOS AUTO-OWNED 11 LM 1 E $ UMBRELLA LL* =UR EACM OCCURRENCE $ EXCESS LIAR HCLAIMS-RADE AGGREGATE S DED RETENTION$ PER S WOR)OW COMPENSATION Smnn I ER AND BAPLOYERS'LIABILITY Yin ANY PRoPRIEr0RrPAR[N8;t0 LMvE ❑NIA EL EACH ACCIDENT $ OFF109M MOW DOLIMFav %Wnda"In NHI E.L.PISEASE-EA EMPLCYEI i do=be u ndw EL DISEASE•POLICY LRAIT $ DES41RIPTI0N OF OPERATIONS beam DE6CRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (ACORD 101.A6061161 Remarks Sdwdule,may be alt Kw a more waw is reqLArelt( OPERATIONS ARE THAT OF CONSTRUCTION CONIRANY LICENSE 4 CCC1328793 • � r i CERTIFICATE HOLDER CANCELLATION MZMU SHORES VILLAGE DEPT SHOULD ANY OF THE A5QVdDEaek9ED POLICIES BE CANCELLED BIrFORE 10050 NIS' 2 AVE THE: E wiRATION DATE Ti E WILL BE DELIVERED IN 1 1ml SHORES, FL 33138 ACCORDANCE WITH THE I'O PR S. AVMRIZED REPRESENTATIVE 01988-2013 A C PORATION. Rights reserved. ACORD25(2013/04) The ACORD name and logo are registered marks of ACORD I Report Viewer 9/10/14 8:40 AM 100% I n 1�k JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION "*CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW" CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 9/21/2014 EXPIRATION DATE: 9/20/2016 PERSON: GUINOVART JORGE E FEIN: 208251290 BUSINESS NAME AND ADDRESS: GOIN DEVELOPMENT INC J&E CONSTRUCTION 16242 SW 52 TERR MIAMI FL 33185 SCORES OF BUSINESS OR TRADE: LICENSED BUILDING LICENSED ROOFING CONTRACTOR CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section %vithin the scope of the may not recover benefits or competrade listed on the notice of election to nsation under this chapter.Pursuant to Chapter 440.05(12),F.S.,ceeprtificates of election to be exempt...apply only exempt and certificates ofsiness election rto be exempt shall be subject to revocation if,at any tiPursuant e after theto theof the ter 440.05(13),F.S., thetssuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 tps://apps8.fldfs.com/crreportviewer/reportViewer.aspx?data=kd...VfROw9dmmOkW6SLi5o%2bA9Aai1C54694QH9DLgSd)VPFhnHx2ejid2gPQ%3d%3d Page 1 of 2 SCORES iMiami shores Village less ts Building Department OR 10050 N E.2rc tv'hami Shores. Floricla Tel: (305) 7-5 Fax: (305) 71:1-'3 Notice to Owner — Workers' Compensation Insurance Exemption !--lorld.a Lav, lcquincs %vorkers- nS,11jil:,i Lw.er"iLC Chil-R7-:40 0:'Zile 1-101'.-da S-,--lutcs. 1j. sid, allow corporate c,fiiccr, :n 'Ile for 3-M i Prior to obtai'li Ing a hi.;-Will g rernn;l At,, vmP!-,'cT Hl OW -)I`jr, uC.ti,j) cmpk-%� :nc or more part-t:ijiC or cm-ployeet, mcludin,,, ihL' �Aorker.' cornpens2twn. CovCr"-'e corporate officers o.- mcmicrs of a 11TI'lled hahih-w :;ornPanv fL1('; Ir the c-vn�.injctjr1n indusir-, ow elect to be excillpi if. f l. i he off"Ice.- 10 percept t11 Jill' JIV Ullrp)1`36C+71. 1 1-1 1110 ClQC cf an I T nunn I pert cni ov.-nL:i J lie officer 1� ;!<.fcd ;1!1 officer of the corv�'!Linon .11 tiw i the Vlorl6a 7 ,',,)njjjCnj r.4 t3a1. DIV:SIOTI 01 C EU111 I he corpor-,v ion ire=lsterr an li-ICG at CWC ,tin:: The I- ;..)cPa-nIT-,- of Mate.i 1-:on of(.'aT-romuons No nicru thar, tire; PC' ::Qrj'.'Irauor t, :Limcd :,abilii. lnenibe,% p )!,S a p-;j0'-f­ CL�TN -T untli .a 1,4 1��' ', are allowcd to iv,c c ocalwil is 111e6 u-the exeinytion is rc%ok,-J h.% the Division Your contractor is requcsting a pernitt under flhis does not require Vel'ificalion of "'Pe I I !I1,111AK"r.Disilrai)CI-1 cove.aL,.e fT(,)Tll the cowracalr's cernmarn. Therefore,vo'. :)'C " on afllo"ed to�%ork under this per-lit N Personally liabje_Lcr th-;�worker corripensalLor,itisLres N NLDL'-siew-e check mjti-. 1A111-I insurance carrier S11"ce Mos,PTCnCTi,. ;nsurw,,ce DO'-,'OT cer th;s true of hahu'!tv BY SIGNTN6 JjL-:j.()V YOU' ACKNCAtI.F.D("': Ti-",'C YOU Rr.-%L' CONTENT S. Contract(st- PrInt Nam6z') Narlic: JD Name State of Florida Sia;: i'l,rida'I County of hljar)-Dade sill) ]IN-0 CIL Sworn to qnd, ribed before ni S n.r I,, (I MIC I t) in hi, -�".) i q.. d-l-' aw P�7 - d yof ------- By BV--- MAGGIE GARCIA ARC My COMMISSION#FF o4w23 MY C(MAGGIE GARCIA j?= EXPIRES:WOW 20,2017 P. i.D (SEAL) )MMISSION#FF No (SLAU _"U. fli Notitry Public UWewkn Type of Id ca U r IrOctober 20,2017 pro-Cli II � _ kvr r ■r~-ire■■■■■■■■■■■■■■■■■■■■■■..:■r■■■■■■■■■■■■■■■■o■■■a■�s■■ --------------- F ■i!■ail■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ E SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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 Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally,the following items should be addressed as part of the agreement between the owner and the contractor.The owner's initial in the adjacent box indicates that the item has been explained. L 1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 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 issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement between the owner and the contractor. 2.Renailing Wood Decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system.) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. L4.Exposed Ceilings:Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance,therefore, roofing nail penetrations of the underside of the decking may not be acceptable.This provides the option of maintaining this appearance. �-,5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. • 0000.. 6. Overflow scuppers (wall outlets): It is required that rainwater flow ot;: q thatrp the of i!; not • overloaded from a build up of water. Perimeter/edge walls or other roof extensions m4yp1Qck this Orsthafge 0000:. if overflow scuppers (wall outlets) are not provided. It may be necessary to install oY&sfLow scuppers in accordance with the requirements of Sections R4402,R4403 and R4413. 0000 0000 . . 0000 0000 0000. 7.Ventilation: Most roof structures should have some ability to vent natura�airiiow thro�fr the ••0••• interior of the structural assembly (the building itself). The existing amount of attic ventilation shatimt be •••••• reduced. It may be beneficial to consider additional venting which can result in exterpmgtlje service fife of '• the roof. . . . 00 • . 00.. 0000.. *00 0 :0 0 0 0: Exception:Attic spaces,designed b a Florida licensed engineer or registered architect to eAminate 49 a$ic venting,venting shall not be require "" Owner's/Age s Signature Date Aontractor("s��Sign:ature -)Zl- ti -5 Property Address Permit Number Til:.Ralf System MIAMaQADE Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section D Tile Roof System Roof System Manufacturer:I ENTEGRA ROOF TILE INC Notice of Acceptance Number(NOA): 10-1202.01 Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): P 1: 39.1 P 2: 68.1 P 3: 100.7 Maximum Design Wind Pressures,(From the NOA Specific system): 40.4 psf Fill in the specific roof assembly components.If a component is not required, insert not applicable(n/a)in the text box. Deck Type: --5/8" Plywood-- Optional Insulation: NA Optional Nailable Substrate: NA Optional Nailable Substrate Attachment: Roof Slope: 3 "/12" NA Roof Mean Height: 16 ft. Basesheet Type: Method of Tile Attachment: ASTM FELT 30#D226 ;•••;. --Adhesive, Medium Paddy Polyfoam Polypro-- •. • Fastener Type for Bases4aat,Attachr>;ent •••• • Alternate Method of Tile Attachment per NOA: 1-1/4 RS NAIL&TINMXV I-5/8 ••• NA .... .... ..... Tile Underfayment(Cap•3W:Type: :"' ""'• 9 Drip Edge Size&Gauge: --3"face 26 ASTM FELT 90# Tile Underlayment Attac;ment Method: ;••••; Drip Edge Material Type: I--Galvinized Metal- HOT MOP ASPHALT Drip Edge Fastener Type: 11-1/4 RS NAIL 4"OC Tile Profile: PLANTATION CONCRETE TILE Hook Strip/Cleat gauge or weight: -- Select Hook Strip Scc iun E MIAMI•DADE Miami-Dade County HVHZ Electronic Roof Permit Form "Delivet-hig Excellence F.veq Day" Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems,use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is acceptable. P 1: 39.1 x X0.289 = 11.29 ! -Mg: 7.79 =Mr1: 3.50 < 40.4 NOA Mf P 2: ,68.1 x X0.289 = 19.68 -Mg: 7 79...' =Mr2: 11.89 :5 40.4 NCA Mf P 3: 100.7 x X0.289 : = 29.10 -Mg: 7.79 =Mr3: 21.31 < 40.4 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile systems use Method 3.Compare the values for F'with the values for Fr.If the F'values are greater than or equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. P1: x1: Xw: =O-W: xCos 6:O=Fr1: 5NOA F' P2: x1:�=� xw:�=O -W: =� xCos 0:O=Fr2: !9 NCA F' P3: x1:®=� xw;�= -W: =� xCos 0:©=Fr3: :5 NOA F' Where to Obtain Information to complete tile calculations Where to Find • • • •••••' Description Symbol • • • • Design Pressure P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,signori marl sealed by aprofessiontl engineer based on ASCE 7. so** • Mean Roof Height H Job Site "•' ' :•• Roof Slope 9 Job Site .••••• •••• ••••• Aerodynamic Multiplier 71 Product Approval(NO4 • • ' Restoring Moment due to Gravity Mg Product Approval(NOA; .•. • :.... Attachment Resistance Mf Product Approval(NOA) •••• Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval(NOA) � Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval(NOA) � I=length Tile Dimensions w=width Product Approval(NOA) MIAMI•DiADE MIAMI-DADE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Entegra Roof Tile,Inc. 1289 NE 91h 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 by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Plantation 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 hereir? 0000.. RENEWAL of this NOA shall be considered after a renewal application has been fled Ad there has been no••�• change in the applicable building code negatively affecting the performance of this prZ4giti ••• •••,;• TERMINATION of this NOA will occur after the expiration date or if there has ba®>3 e0revision or change ioxbe.; materials,use,and/or manufacture of the product or process. Misuse of this NOA as ant 1 tlprsemeh1*df any • product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure""pompl:....• with any section of this NOA shall because for termination and removal of NOA. •.:--: •• .. 00 .... 0.00:0 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County;ftrida, and followed by. the expiration date maybe displayed in advertising literature. If any portion of the NOA is disphtuacl hen it shad be done in its entirety. 0 • . 000.. .. 0000 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or ite,aistributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA No. 10-0804.15 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. e4z `__ NOA No.: 10-1202.01 MIAMWADECOUNTYM Expiration Date: 12/08/15 • . Approval Date: 12/30/10 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This renews a roofing system using Entegra "Plantation" concrete roof tile, as manufactured for Entegra Roof Tile, Inc. in Okeechobee, FL as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Anulicant Dimensions Specifications Description Plantation Tile Length: 16%" Flat concrete roof tile for direct deck or Width: 13" TAS 112 batten nail-on. Trim Pieces Length: varies Accessory trim,concrete roof pieces for Width: varies TAS 112 use at hips,rakes ridges and valley Thickness: varies terminations 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. 6 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?.*5L4 testin&,ftjl be •. submitted to the Building Code Compliance Office for review. •0.0.6 0 see*** 3.4 Minimum underlayment shall be in compliance with the applicable Vdofing •0:• :0.0 0 Applications Standards listed section 4.1 herein. 0*00 0000• 3.5 30/90 hot mopped underlayment applications may be installed perpeudicular to the roof 99666 slope unless stated otherwise by the underlayment material manufachiwe*rs pubk;hed •••••• literature. ...... 00 3.6 This acceptance is for wood deck applications. Minimum deck requirethents>lbaWlw in `000 compliance with applicable building code. : 0 0 0 6 :6060: •• 6 6666 • • 4. INSTALLATION: *000 4.1 Entegra Roof Tile,Inc.'s Plantation Flat Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119,& 120 4.2 Data For Attachment Calculations NOA No.: 10-1202.01 Expiration Date: 12/08/15 MIAMhDAD@COUNTY Approval Date: 12/30/10 Page 2 of 5 Table 1: Average Weight(W) and Dimensions (1 x w ) Tile Profile Weight-W(Ibf) Length-I (ft) Width-w(ft) Plantation Tile 1 1.V-7 1.375 1.08 Table 2: Aerodynamic Multi tiers - ft3 Tile X(ft3) X (ft3) Profile Batten Application Direct Deck Application Plantation Tile 0.267 0.28g Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile 211: 12" 3": 12" 4": 12" 5": 12" 6"• 12" Greater than Profile 7": 1211 Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck Deck Plantation 7.22 7.916.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04 Tile Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf) For Nall-On Systems Tile .Fastener Type Direct Deck Direct Deck Battens Profile (Min 15132" (Min. 19/32" plywood) plywood) Plantation Tile 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw 7,3 9.8 4.9 Shank Nail • 0000.. 0000. 2-10d Smooth or Screw 14.0 18;$.• 7,4 .• Shank Nails •••••• • 0000.. . 0000. 1 #8 Screw 30.8 30.8.••• 16.2 • 0000.. 2#8 Screw 51.7 51,,?---. .024.4 • 1-10d Smooth or Screw 24.3 24.30" '2 .2 Shank Nail Field Clip) ••:'•: 0000 00009 0900.. 1-10d Smooth or Screw 19.0 19,A,•••• 22.1 .' Shank Nail Eave Clip) • . . . . 0000.. 2-10d Smooth or Screw 35.5 35.6 • 34.8 Shank Nails Field Clip) •• 9000 • 2-10d Smooth or Screw 31.9 31.9 .2 Shank Nails Eave Clip) _T_ 2-10d Ring Shank 50.3 65.5 48.3 Nails' 1 Installation with a 4"file headlap and fasteners are located a minimum of 2'/z'from the head of tile. NOA No.: 10-1202.01 MIAMI•DADECOUNTY Expiration Date: 12/08/15 • • Approval Date: 12/30/10 Page 3 of 5 Table 5: Attachment Resistance Expressed as a Moment Mf(ft-Ibf) For Two Patt Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile Adhesive 31.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TIIeBond Average weights per patty 13.9 grams. Polyfoam Product Inc.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf) For Sin le Patty Adhesive Set System Tile Profile Tile Application Minimum Attachment Resistance Pol PrOTM 118.9 Plantation Tile Pol Pro rm 40.4 4 Large paddy placement of 45 grams of Pol Pro TM. 5 Medium paddy placement of 24 gramsof Pol ProTM. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Seespecific mortar manufacturer's Notice of Acceptance. 5. LABELING 5.1 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". 5.2 Entegra Roof Tile, Inc.'s Plantation Roof Tile bears the following markings:SSA. "E" USA,"E",Entegra`B",where the E is a stylized logo. •'• '•' �' 6. BUILDING PERMIT REQUIREMENTS .••:•• • 6.1 Application for building permit shall be accompanied by copies of t(i>*"L0wing:"•'. 6.1.1 This Notice of Acceptance. •••• .. .. .... ..... 6.1.2 Any other documents required by the Building Official or app�ip�;le Bu,}iqipg .•„•• Code in order to properly evaluate the installation of this sy§4”.• . . . . . ...... 7. MANUFACTURING LOCATIONS • 7.1 Okeechobee,FL •. .••. • NOA No.: 10-1202.01 Expiration Date: 12/08/15 MIAMMADE COUNTY�inl... Approval Date: 12/30/10 Page 4 of 5 PROFILE DRAWING PLANTATION FLAT CONCRETE TILE j61�2►. 13A% •0000. 0000.. END OF THIS ACCEPTANCE •;;••; ;••• • ...::. 0000.. 0000.. 0000 0000 0000 0000 00000 000000 0000 0000. 00 00 0000 000000 :90:0: 00. 0000 0000.. . . . 0000.. .. 0000 NOA No:: 10-1202.01 QMIAMMI-DMAO MUN Expiration Date: 12/08/15 Approval Date: 12/30/10 Page 5 of 5 W4 hf1�4hlFt71t�1'�E NC1� MIAMI-DADE COUNTY RODUCT CONTROL SECTION RMIN BY: 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AN f IC RESOURCES R) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATIO ISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.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 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 ava i4lofor inspection git the'job site at the request of the Building Official. • • • • • • • • This NOA-revises NUA 43:054101-and consists of pages 1 through 11. The submittedducu*ni;ntation'-was reviewed by Alex Tigera. MIAMMADMOUNTY :• :• :. NOA No.: 14-0805.01 Expiration Date: 05/10/17 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 Descriation 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.Si 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: Property Test Results Density ASTM D 1622 1.6 lbs./ft.' 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./Ft2 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 @1587., 100%Humidity,2 .. weeks Closed Cell ConlonC ASTM D 2856 86% 09 Note: The physical properties listed above are presented as typical average values as determined by accepteA AS1;UtesJ jnetkg4s Vigo are subject to normal manufacturing variation. • NOA No.: 14-0805.01 MIAMI• E UN •• •• •• JAPPROVEDI Expiration Date: 05/10/17 Approval Date: 09/04/14 �•• ••• Page 2of11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 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 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. 3M m 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low, &high tile 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 3W 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 RuleAl QZQ-3,of the.F1Qrida AAministrative Code. . : : : : : : 00 .. . . . . ... . .. ... •• . . . .. . •.• •o: •.• •.• •.• NOA No.: 14-0805.01 MIAMFM4);N7Y •• •• •• . � � 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 tile profile requires the specific placement noted herein. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... ... ... ... • NOA No.: 14-0805.01 MIAMMADECUUNTi' • • i• • W-1129WOMIJ Expiration Date: 05/10/17 Approval Date: 09/04/14 ••• ••• Page 4of11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles 41 17-23 sq. inches 45-65 Flat Profile 42 10-12 sq. inches 30 Low Profile 42 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles 43 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. MIAMFDADE COUNTY BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... ... ... ... • NOA No.:•14-0805.01 MIAMbD E UN •• •• •• • • Expiration Date: 05/10/17 APPROVED Approval Date:09/04/14 ••• ••• Page 5of11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL# I Wall through Plastic C"Mmt Paddy ismouhri•a Flat/Low Profile Tile {nh>ef requlraily\ _s'•' ti r'"} 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 of the tile being set. i,Nteeis oQltamal .-''•••° r Eawrc•unr , ✓�`~�,} �, 2. Continue in same manner. Insure approximately 17 (109.7 cmZ)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. 21. Nen throughpbstkcemew Medium Profile/ Double Pan Tile (when requlreM P ddy16wm4.4hT&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 ' Y ~ under the pan portion of the tile closest to the . f io{��� �.,,;�,;. . � ~•`�..,�_� overlock of the the being set. t, 2. Continue in same manner. Insure approximately 17 pp Y "` . • '"~ �•• ,�. (109.7 cm 2)—23 (148.4 cmZ)square inch adhesive contact with the underside of the tile. J' AKhrou nPI•.uL High Profile/Single Pan Tile �w1r•nragWradp � '*,,` :.... R�ddTIR•rh�IMI Iu. ..r•y"..nr +�� 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 Z' fpW0 F ' overlock of the tile being set. 2. Continue in same manner. Insure approximately roximatel 17 mprtssnat te's„-� �'`•.,�'~Y +`' l� (109.7cm2)—23 (148.4 cmZ)square inch adhesive x: • �. '; ,.�;; r'� contact with the underside of the tile. Faida lit{M1 )n. � I"awdo%urr • ••• ••• ••• ••• ••• • NOA No.: 14-0805.01 JAPPROVMIAMNC DEUN •• •• •• r _14 Expiration Date: 05/10/17 Approval Date:09/04/14 ••• ••• Page 6of11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#2 NAA ltir&096 PUitIt,c•mrn• R»dldr liwn•a IsTawl Flat/Low Profile Tile CorMn r•gWr•d7 .` y- urld'rwym•nd 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 7 Il" 2 pffln '`h" �- '- �� the tile being set. Insure approximately 17(109.7 cm2) Bait•e�z•ption•� �,_w • —23 (148.4 cm )square inch adhesive contact with the �«cu.r•• .,�p underside of the tile. 2. At the second course,apply a minimum 2"(50:8mm) Rosch x 7 (177.8 mm)x 1 (25.4 mm)foam paddy onto the r ��✓ underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2)- 12 (77.4 cm2)square inch adhesive contact with the underside of the tile. NO through plastic cement Medium Profile/Double Pan Tile (when requireal �'` � a•ady�a.n.••hrn.r 1. Starting at the eave course,apply a minimum 2"(50.8 uhd.rt•y .n �r� A` mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy ti `K onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17(109.7 cm2)— 7 in. � +. �•� '�, 23 (148.4 cm2)square inch adhesive contact with the lei ^ underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive contact with the underside of the tile. •• ••• • • • ' • •• (Instructions continued on next page) • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• ••• ••• • NOA No.: 14-0805.01 MIAWDA ID COUNT? •• •• •• • •• r ' Expiration Date: 05/10/17 Approval Date: 09/04/14 ••• ��, Page 7of11 ... . . . .•. • . ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) Nail 9lbrougn .nkc• High Profile/Single Pan Tile (vA@nr•�pulr ) � rP"ftl8 itomisTile) g g 1 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 the being set. Insure approximately 17(109.7 cmZ)— x1n. �4 -,�` '� ;` 23 (148.4 cm )square inch adhesive contact with the w"a•w'i�r,wl /; ti, underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) eco "1�•ui• x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the wrw0d16 underlayment positioned as shown under the pan loin.-.l . portion of the tile closest to the overlock of the tile XW being set. 3. Continue in same manner.Insure approximately 17" (109.7 cmZ)- 19(122.6 cm2)square inch adhesive contact with the underside of the tile. .. ... . . . . . .. . • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• ••• ••• MIAMMDPOE OOUNT-0 i• • i w i Y NOA No.: 14-0805.01 • • Expiration Date: 05/10/17 Approval Date:09/04/14 ••• ••• Page 8 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#3 MR Paddy(betweentiles) lerhenreyuiredi 1. On the eave course only,apply a minimum 2"(50.8 Battens optional mm)x 10" (254 mm)x V (25.4 mm)foam paddy $ ,° Paft qunder tile) onto the underlayment positioned as shown,under the strengthening rib for flat tile or under the pan antopdtie �--'� portion of the tile for low or high profile tile closest xain. •,,,�., to the Overlock of the tile being set. Leave , wd • •`+, .�. approximately 4"(101.6 mm)up from the eave sinyippaddr ,J►`` -. ,, edge free of foam to prevent the expanded adhesive Single 2X4in *4""t from blocking the weep holes. Insure „ `:•� approximately 17-23 in'(109.7-148.4 cmz)of toter s•-. a adhesive contact with the underside of the tile 'A2 in Fasciae Ea a clog" 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below FlattLowProfile Tile the second course line positioned foam paddy under the strengthening rib for flat tile,or under the AanthmughPlastic centent 3i"giepaddyundertie pan portion of the tile,closest to the underlock for ttrlten rtspetre!d) paddytbertwwndfesi the second course tile to be installed. Insure approximately 8-9 in (51.6-58.1 cm2)of adhesive Battens paddytundertnel contact with the underside of the tile. apdorral :,. wpWd •�. '••, �._,� (Instructions continued on next page) 4Y4in. s41n'r.� �paday Loin. ``-�,�' tin. Esme Como Eave Course Fascia Med]um Profll&Tlle • NOA No.: 14-0805.01 MIAMNQ E : •• •• e• Or Expiration Date: 05/10/17 Approval Date:09/04/14 ••• • ••• . Page 9of11 • • •• •• • • • •• •• ••• • • • ••• • • A r♦ ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Han through piastit 51 e paddy under Lite lwhenreWiredi PmM3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x'/4" rtisesweennlesl (19 mm)paddy on top of the eave course tile opticsurface as shown,on top of the strengthening rib o�icwtai .kms: i*•adr{undertik) for flat tile or on top of the pan portion of the tile, r single closest to the underlock of the first course of tile. GnuInstall second course of tile. Insure approximately dx41n. *. 9(58.1 cm2)- 11 (71cm2)square inch adhesive singie I x41n �`,`• contact with the underside of the tile at the overlap p� e �'"' and 7(45.2 cm2)-9(58.1 cm2)square inch adhesive contact with the underside of the tile at cYY the head of the tile. Continue in same manner. i ave irOUtfe 4` da yy� as Weephok loin. ain. Eavedosure .f Drip edge Hlgb ProflloTHe • •• • • • • ••• • • ••• ••• ••• ••• ••• • ' NOA No.: 14-0805.01 MIAMI•DAtDE COU •• •• •• '�' DI • ' ' Expiration Date: 05/10/17 Approval Date:09/04/14 ••• • • • • ••• • Page 10 of 11 • • • • • • • • • • ••• • • • ••• • • I � ♦ f ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile t)Piece enough adhesive to achieve 65 to 70 sq.in. Steep pitch applications 1. Starting at the eave course,apply a minimum 2" in contact with the pan tile. when required) (50.8 mm)x 10„(254 mm)x 1„(25.4 mm)foam 2)Turn coven upside down.Place adhesive In paddy onto the underlayment positioned as tot 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 Underlayment '�- cure. r{ '� 2. Continue in same manner bringing two pan , �'a„ 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 (moarshown) 3. Turn covers upside down exposing the underside w•ephole 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*eve courts cover tile.Abut to second course of edge of each side of the cover tile. Leave pan tiles.Ensure eave and of pan and cover tiles are flush at env*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 cm2)-25 (161.3 cm2)square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ••• . • . • . • • • .. ... .. . . . .. . ••• ••• ••• ••• ••• NOA No.: 14-0805.01 MIAMI- ; t U " " " Expiration Date: 05/10/17 Approval Date:09/04/14 Page 11 of 11 • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • Quote J & E Construction Date: November 12,2014 Invoice#[No.] License #CCC1328793, CBC1259940 Expiration Date:30 days To Lisa Guinovart 766 NE 96 st Miami,FL Customer ID[No.] :.IZ !.?�',TL I}� t}",�•`��1 'fit 7 t�� �!J3'! 3ititic7 fp�[i � iia. f}r Reroof entire roof down to plywood Install new#30 LB paper Install new#90 LB Install new flat concrete tile Install New 3x32drip edge Remove all trash 5 sheets of plywood included Warranty of 10 years of workmanship *extra plywood charged at$3 a square foot Subtotal 7,000.00 Sales Tax Total 7,000.00 Quotation prepared by: This is a quotation on the goods named,subject to the conditions noted below:[Describe any conditions pertaining to these prices and any additional terms of the agreement.You may want to include contingencies that will affect the quotation.] To accept this quotation,sign here and return: Thank you for your business! J & r C i•ns-rueti-n 1b24—'SW 32 1 e-racr N i-rni, FL3318�,",86-S14-4377 301---2.29-i 411;loge, jecon-truct.com