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RF-08-804M .* Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 1 Inspection Date: 05/29/2008 Inspector: Grande, Claudio Owner: HUXOLL, GAYE Job Address: 320 98 Street NE Miami Shores, FL 33138 -2410 Project: <NONE> Contractor: OCEAN BLUE CONTRACTORS INC Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060135710 Lot: Phone: (305)234 -6065 Building Department Comments RE ROOF FROM TILE TO TILE (SLATE FLAT WHITE COLOR THRU) Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid until Wednesday, May 28, 2008 Page 2 of 2 Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel : 305-823-8008 Fax: 305-823-3300 May 28, 2008 Ocean Blue Contractors 10440 Southwest 186 Terrace Miami, Florida 33157 Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 320 Northeast 98 Street Miami, Florida Information provided by client: Permit Number: RF -08 -804 Date Completion: May 23, 2008 Roofing Contractor: Ocean Blue Contractors Project Number: 08 -1060 (Testing Laboratory Certificate #06- 0501.15) 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 tile 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 tile used for this project was reported to be Monier 13" Flat Roof Tile. This tile 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) tile 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. pro a copy o c)rcludc- r_^_ snt outlined o r your review_ tallatin of the of tile at the above referenced e above- tnentiotied protocol . Attached please find 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 icy 61 ),V1CW Mo amad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 320 Northeast 98 Street Miami, Florida Reileh Engineering Corporation -- Project Number - 08 -1060 — Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 320 Northeast 98 Street Miami, Florida Project Number: 08 -1060 Test Num ber Test Load Test Staff 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 - 08 -1060 — Page 3 of 5 Number 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 - 08 -1060 — Page 4 of 5 Test Numbe 55 Test Status 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 Reileh Engineering Corporation — Project Number - 08 -1060 — Page 5 of 5 • • 75' 47 56 57 58 59 60 61 62 63 64 65 66 67 68 5 52 51 6 2 16 17 18 19 1 21 35 34 5 33 32 51 22 28 11 27 26 25 24 25 10 55' 1 08 -1060 APP OX, f;OO11151' LOCA110N5 ANn tINI N510N5 May 1g 2008 2:05PM MAY 12. R0 OCEAN BLUE CONTRACTORS 3052346965 OCEAN BLUE CONTRACTORS 10440 SW 186 Terrace, Miami, FL 33157 Off (3 05) 234 -6065 Fax (3 05) 234 -6965 SUBCONTRACTOR AGREEMENT This agreement made this _02 day of May , 2008 between OCEAN BLUE CONTRACTORS, INC., herein referred to as Contractor and AMADI ROOFING, INC ' , herein referred to as Subcontractor for subcontract work at 320 NE 98 Street, Miami Shores Florida. Said agreement is for THREE THOUSAND ONE HUNDRED TWENTY Dollars ($ 3,120"*'*) to include all labor based on Demo Tile to 904 "hot mop° all wood work included at $ 120 per square foot for a total of 26_ square feet. Subcontractor is to provide equipment, unless other -wise stated, labor and construction to be performed in accordance with plans and specifications as may be referred to herein upon the above described roe Materials and CONTRACTORS, INC.(unless otherwise stated). In addition, Subcontractor is to carry Liability insurance and will Worrker's Compensation �innssuranUce for all personnel on site and provide OCEAN BLUE CONTRACTORS with a current "Certificate of Insurance" direotly from the insurance company stating such, prior to starting any work. Subcontractor shall commence work within _5 days after written notice from Contractor and shall complete work within _5_ days weather permitting. A fine of $50.00 a day for everyday exceeding the completion date will be deducted from this contract. Rain days will only be extended/approved with approval from contractor In writing prior to completion of work. Working days are defined as Monday through Saturday inclusive, holidays excluded. Scheduling of work, as provided for in this subcontract, is based on acceptable industry standards. All work is to be performed according to the current Florida Building Code. If Subcontractor M not called upon to commence work within six (6) months from the date of signing this contract, should this situation arise, Subcontractor is relieved of any responsibility to perform under this "Subcontract Agreement". The Contractor's supervisor/foreman of this profit shall be the designated agent for the Contractor and Subcontractor Is to follow any instructions given by him. Any re- Inspection fees due to poor workmanship and/or penalties fees arising out of this "Subcontract Agreement" will be deducted from the Subcontractors final payment. Subcontractor, its employees or its subcontractors waive the right to tile suit for damages against Contractor, Its officers or successors for injuries and /or damages arising out of any job related incident, In the case of Subcontractor /employee files suit against Contractor, Subcontractor will subrogate afi aitomeys fees and costs. Any legal action by the homeowner or other entities involved under this "Subcontract Agreement ", shall be the responsibility of the Subcontractor. If any roofing personnel working under Subcontractor is hurt while on the Job, the Workers Compensation Insurance for Subcontractor will be advised of such event and Contractor will be held harmless of any claims or legal actions. PAYMENT SCHEDULE: 50% Upon base sheet approved inspection, 50% Upon roof completion Full payment will be made upon 100% completion of: Demo Tile to 90# "hot mop" and the work has been inspected and approved by city /county inspector If applicable or p. 1 (unless stated tated otherwise via written agreement). Any aeration or deviation from above specifications Involving extra costs will be executed only upon written orders as a "Change Order° and It must be signed by the Subcontractor prior to starting work included in Change Order. This contract is confidential and all agreements, prices, information, etc. are to be kept confidential. Any breach of this contract, subcontractor will forfeit balance of contract Paul J4ner, Vice President OCEAN BLUE CONTRACTORS, INC. EVE MAY 12 2008 Subcontractor's Signature: Printed Name: Address: Work phone: ahnoil &Fito I�f3 s place 'k1*vvlt I �E. 34o- Cell phone: ( 105 ) 254 -- bligt 5/15/2008 5:16 PM FROM: Fax AMS Staff Leasing TO: 13057568972 PAGE: 001 OF 002 ACORD CERTIFICATE OF LIABILITY INSURANCE CERTIFICATE 79 -66 A5/15/2200379- 661093 05/15/2008 05:19 PM m PRODUCER Highpoint Risk Services LLC 14160 Dallas Parkway #500 Dallas, TX 75254 (800) 632 -5096 (972) 715 -0959 Fax: (972) 404 -4450 POLICY EFFECTIVE DATE IMM'DD/YYI R THIS ONLY ANDFC SNSO U ERD I UPON THEICERTIF CATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. INSURERS AFFORDING COVERAGE INSURED: AMS 1 /0/f: AMADI ROOFING, INC 17843 S.W. 88 PLACE PALMETTO, FL 33157 (305) 254 -0614 Fax: (305) 278 -9028 WSURERA: Companion Property and Casualty Insurance Comp NSURERe: INSURERC: INSURERD: INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INURED NAMED ABOVE FORTI E POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDMONOF ANY CONTRACT OR OTHER DOCUMENTWITHRESPECTTO WHICHTHIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFO RDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITION OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF WSURANCE POLICY NUMBER POLICY EFFECTIVE DATE IMM'DD/YYI POLICY EXPIRATION DATE IMM/DD/YYI LIMITS EACH OCCURRENCE $ GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY (-RECEIVED MAYPERSONAL MAY1 5 "; . 1 FIRE DAMAGE (ADyOne FUe) $ I CLAIMS MADE ❑OCCUR MED EXP (Any me person) $ &ADV INJURY $ GENERAL AGGREGATE $ GENII. AGGREGATE UMIT APPLIES PER: PRODUCTS - COMP/OP eao $ POLICY ,28,-. ❑ LOC AUTOMOBILE _ — _ —. LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON- CANNED AUTOS A COMBINED SINGLE UMIT (Ea accident) $ BODILY INJURY (Pa person) $ BOIXLV INURY (Pe accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY 11 ANY AUTO AUTO ONLY- EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS - LIABILITY OCCUR ❑CLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ $ DEDUCTIBLE RETENTION $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY WC77779990601 05/09/2008 04/01/2009 X TwR�UMTS -I I OEfR - E.L EACH ACCIDENT $ 1000000 E.LDISEASE- EAEMPLOYEE $ 1000000 E.LDISEASE- POUCYUMIT $ 1000000 OTHER R. LIMITS $ LIMITS $ DESCRIPTION OF OPERATIONS /LOCATIONSNEHKIES/EXCLU90NS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS 1. This certificate remains in effect, provided the client's account is is not provided for any employee for which the client is not reporting employees of AMS leased to AMADI ROOFING, INC, effective 05/09/2008 2. NE 98th STREET, MIAMI SHORES, FL 33138. 3. Insured is afforded Workers a co- employer under the policy for employees leased from AMS. in good standing wages to AMS. Project Information: Compensation with AMS. Coverage Applies to 100% GAYE HUXOLL: & Employers liability of the 320 as CERTIFICATE HOLDER ADDITIONAL INSURED; INSURER LETTER: MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2nd AVE. MIAMI SHORES, FL 33138 ACORD 25-S (7/97) CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO 711E CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES, AUTHORIZED REPRESENTATIVE © ACORD CORPORATION 1988 5/15/2008 5:16 PM FROM: Fax AMS Staff Leasing T0: 13057568972 PAGE: 002 OF 002 CERTIFICATE OF LIABILITY INSURANCE EMPLOYEE ROSTER Certificate Number: ACO &15200379- 661093 Attached roster includes employees paid through 05/11/2008. To verify employee's who may have been added since 05/11/2008, please call 1- 800 -728 -0623. * Please note employee roster for this client is updated on a WEEKLY basis. Employee List: ALVAREZ, ERNESTO GARCIA, SALVADOR GREEN, ROBERT JOHNSON, JOEL 5/15/2008 Page 1 of 1 k . Miami Shores Village Building Department ,J.4 2100 BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. i= K94- PERMIT APPLICATION Master Permit No. FBC 2004. Permit Type (circle): Building / Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) tb E t" ,V)( o 1` Phone # Owner's Address 3ZO 9 , , ` City i`"llu�.wti Stt )km3 State F (ov id. a. Zip 3S13g Tenant/Lessee Name 10 1 A Phone # Job Address (where the work is being done) a C. cis sfti .ate_k City Miami Shores Village County Miami -Dade Zip 3313$ FOLIO / PARCEL # ( ©1 z, "S*1 10 Is Building Historically Designated YES NO ✓ Contractor's Company Name 0 C. a h 64- ar1/4V 44. Phone # 30.C' • 2 3tt. S Contractor's Address 1044 0 Ste' so IC try(. C e. City irki State T-(0% et 0,, Zip "S3cs7 Qualifier Name Dcoxt e. \ 174.1 c--x Phone # SOS . 2 34. b ate' S° State Certificate or Registration No. C C ' c9' t l 3.7 Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ t 5p D Type of Work: LlAddition ❑Alteration 1J 0, Phone # Describe Work: / ' OOF Square / Linear Footage Of Work: 1. po [New [ Repair/Replace ❑ Demolition &tcul. WH ;+e C jZoor Ti k kopiev Submittal Fee $ Permit Fee $ '300 • CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ �I1iPBR $ Zoning $ Bond $ Code Enforcement $/ Doubl Fe $ Structural Review. $ ��q a To *aI F e Now Due $ X40 See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 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 'oh site *noffe -praperry-ts suorecuto aaa menc —Inso cerripea cvopyoj the record notice of commencement must be posted at the Jo 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 Owner or Agent The foregoing instrument was acknowledged before me this day of y1, by &, t, 2m 1Jtcxolt , who is personally mown to me o•who has produced As identification and who did take .attoath. NOTARY PUBLIC: Sign: Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 og , by AGtrnM Sol who is to me or who has produced as identification and who did take an oath. Print: o, ,3t` s5 rd>locos B(t My Commission Expires: a _ I APPLICATION APPROVED BY: (Revised 02/08/06) DOUOLA<S GRABOWSIO MY COMMISSION # DD 497329 EXPIRES: February 5, 2010 Bonded nau Notary Publicus ers NOTARY PUBLIC: My Commission Expires: 5r/Vo Plans Examiner Engineer Zoning 1111111111111111 111111111111111 111111111 11 11 NOTICE OF COMMENCEMENT C FN 2008W:136207'5 O Bk 26358 f'9 0415; Ups) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 05/02/2008 10 :35 =13 HARVEY RUVIP #r CLERK OF COURT PERMIT NO. TAX FOLIO NO. 1 I - 32018 " 013 5710 LAST PAAGr,E COUNTY, FLORIDA A., STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: 32.0 hit. $ *et tAi► + StAottts 1 .t, ,,t3E5 2. Description of improvement: kg Roof 4-b 3. Owner(s) name and address: I: [ (u►XD« P1 l3 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address:„ /a _- Utea l Bloc. W�tyuct1Tl5 i tNG. (rho Sw 17 a Tie, rt i con, 5. Surety: (Payment bond required by owner from contractor,311WW FLORIDA, COUNTY of DA:DE Name and Address: /HEREBY CERTIFY ti r ':Ws - : , ,py of , e Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner u provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: WITNESS mye _I g Ii[�k.�l�IIi�1 • • • • y be 4113zo�r_i • • ` 11 • M' as 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name Swom to and subscri Notary Public: Print Notary's N My commission ex' Tres: 24 s-- iD F,) 57 7-",----, qa -s' ^�- ye ;, ,. ,-- men ati Wrei Master Penult No. Contractor's Name Job Address ROOF CATEGORY WITH A F , ERAL STATE AND COUNTY RULES AND REGU T1ONS Low Slope 0 Mechanically Fastened Tile Mortar/Adhesiva SOTO ?°0 Asphaltic 0 Metal PaneVShbigles • 0 Wood Shingleslshakas Shingles Are there • 0' Prescriptive BURURAS 150 : Gas Vent Stac Yea O No ROOF TYPE Type: Natural O LP Re•Rooflng 0 Recovering Q Repair 0 'Maim enance. ROOF SYSTEM INFORMATION (SF) Steep.Slopod.Roof.Area:(SF) Total (SF) • a600.f . �4200r • • ..Sedan B YAlan) • • Sketch••Roof Platr llu 1 strat+0► ail Weis and see.8ons, roof drains, scuppers, overflow.: scupper* and overflow drains. in dude dimensions of, sections and levels,. clearly Identify dimensions of elevated pressure zones' and location of p ft* IlllUlllrrlruM rlr■ RM rllruIUIommossiniumUMlrmIrrl lrrArinrlurr.MIMrlrlr /ra Irerrrrxrrirrrrrrl um emrlrrrlrsrrrarrrMrillrlrrrrrarrrrieummemismsworrNUrrm mum 1rr1uru11u$'1MM r11IUCrimmoMIMalrllrlrlul rr *MrppPru.MMrrlrauilrrrrrrlll_ IrrrrraryirrrrrrrrkunarrrrrrrrrrulirrarrdrrrrrrrrrrrrrurllrrrrrrrrMlrrarr« s IrMerrrrrrrllrrrrr' NrrrrrrrrrrrrrrrrrrrrrurrrrrrllrrrrrrrISIM ONrrr]IrrrrrNAINAM I1r1MUMrr1MMM1Mlr1rr1M11MM1rMr1M1r1rrrISIMMrrMrMr1MM1MMI111M1MMMM1M1Mrrrr ,YiA 1110010111111111111111MINNIMUMMANOMMINIONWINNONWROMMIIMMMMINSENIMAJMNIIMOMMA. 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Illl11r1IMlll11IMlcimmom_mari r11111maliv 1rrlrlll1rru: .*lrlr,111111Mrrrrl$Mrilrl*..rl I1lrl *Milul1rt11r11111'" ammumlIllurl1M11111111$1111*1 11111 *$ *r111111rrrllr1rrlr Ilr *lrlllPr1rrlrpMk. �alrrlrMr1111r11rrr1rMrl 11 1rrM11M11M1M11Mr1r1rrr1Mrr1M111MMrrMMrOMlrMrlMr1MM111Mr111r11rm11rrMrllrlrl IM• rMaMMr11M1rM111MMrllrr- 11rrMr1111MMM11r1MMM1MrM1r1rMMIMM111MrMr1lMrMrMMrMa INIMMOIMllCrlarrl11 ■ lulu lIMrrllrrlrlllMlr111 Irr1MCIuPIl 1 r11 11111ll *C *.l *rma MM Ir1Mllltmisirlrrr /ilimvememomemmr 111MrM11M Ur11Mr11MrMr1MuUrrr1M11rMMllr U I1M1rrrMu mossimMMMMrrnammommu mm 1111■ 1r111111r11MrrrrrlMMrllrrt lrrrrMmowerl IMM1rrMMMMM11MMr1r1111MrMMaMMMMlN1Mr1MIIMMMMMI1YIMrrMMMIMrrM1MUlMlr1MMMMrrMrra 111111$111 11111111 111111r1MIIIIMrrr1Ur111rrr111111111111 *IU r11P11r1111rrr1,1 4 129_Ot -48 us OASES- Master ASE 2 • • • • • • • • • • • • • •• • •• • •• • • • • • •••• • 6000 • • •0• • • • •• ••• • • •• ••• • • • • • • • • • • • • • • 000000 • • • •..... • • ...... • • Florida Building Code Edition 2002 V= . �, name Uniform Permit Form. 1 Y: 1 • =STRUCTION PAGE Co FLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System. Required Sections of the Permit A A. lication Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5•6,7 Prescriptive BUR -RAS 150 A•B,C 4,5,6•7 Asphaltic Shingles A,B,D 1,2,4,5,6•7 Concrete or Clay Tile A,B,D,E 1.2.3.44,6,7 Metal Roofs AAA 1,2,3,4,5,6•7 Wood Shingles and Shakes A,B,D - 1,2,0,6,7 . Other l As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED• .... 4% •••• Fire Directory Listing Page • ;': 2. From Notice of Acceptance: ' Wont Page • •.. • '; P3idciflc System Description • • ..... • •. cffic System Limitations . • • •: • ' • .. Goeerai Limiiatlons '• Applicable Detail Drawings . . •••• ...... : • . • • • •�. .•... D slgn.Caiculatlons per Chapter 16, or if Applicable, RAS 127 or RAfifiB • 4. Other Com . • neat Notice of Aces tances • unic •. Pe R • . Ilea + on • 6. Owners To T cation for Roo • Considerations e- RoofUn On 7. ` v.Regu red Roof TestInf Galculatio_�, n Docums, on 443_01!49 6 PAGE 1 1 Si! ?'.etywopcl ewc 1 Florida Building Cgtla'Wditlon 2002 Koh Velocf Hurricane Zone•l tbrm Pent* Aptits tton FO'm Section D. (Steen Sloped Roof Sy' vstemi Roof•Syetem Manufacturer: r1 q ?iY Life, Tile 1, -lt Nptice.ofAcceptance Number 01- 02.2 &-. 0?j Minimum Design Wind Pressures, IfApplicable (From RAS 127 or Calculations): P1:..� • 65° P2: 11.-13 P$. .2 1.1'3 Maximum Design Pressure (From the RDA Specific System): 31.3 Method oldie attachment: poly *Rah" PAcl tesiye. 5eir • Ti .Pa ) Steep Sloped. Roof•System DesariDtlo - Deck Grp • Underlayment sulation: Ire Berner: Ridge Ventilation? Cov-hkvus • • at .. •••. 014 •. • • • • astener Type & Spacing: .•••., • } NV r:s nait6 .k•8141iu Ccti•li=k(c•' I t1- IMO w C. 0. , • Cap Sheet: . • oof Covering: • .. iv:, Size Drip dhesive Type I - . . Mean Roof Height (`-t. 12100148 $ J3 PAGE 4 go: 't` 4 e4 i xp NN 4 • • • • • • • • • • • • • • 4 • • • • • • •••• • ••• • • •• • • .: • •• • • Florida Building Code H . V= HunicaneTane Uniform Section C (Low Sion FIR In Spec c Roof Assembly Components and Identify anufacturer (If a component not used, identify as 'NA) System Manufactu edition 2002 Permit nation Foram. NOA No.: Dasligt Wind Pressures, F RAS 120 or Calculations: Pmax1• Pmax2: PmaxB: Design Pressure; From the S ioNOA ! Type: GaugefThIdg ass: Slope: AnchorlBase Sheet & No. of Ply(s): Anchor1Base Sheet FastenerlBonding Mate ed Roof System Fastener Spacing for Ancho; = ase Sheet Attachment Field:.= oc Lap, # R Perimeter. _ _,.' oc Comer: — •oo p, # Rows _.,_ Cd3 " oc p, # Rows oc Number ,'Fasteners Per Insulation • Board Field Perimeter Comer • 1 / strata Components Noted and etalis as Applicable: oodblocldng, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, ping, Etc. : Mean Roof Height, Parapet Height, Het t of Base Flashing, Component Material, Mate ,= I Thiclamess, Fastener Type, Fastener Spadn or Submit Manufacturers Details that • Comply RAS 111 and Chapter 16. Ireton Base Layer. Base lnsulatlon Size and Minimum / Base Insulation Fastener/Bonding, + . *dal: Top ration Layer, Top bstdatton Size and • Top insulation Fast = :y = ,i, Matte ••• • • • • • • • •• Base Sita (e),& • •• ••••• pose Shad • ••••• • • • • • ' • • FlY Sheeeki ' }lo• of Piy(s)" Parapet I Height of Ply(s): Material: ••• • •• • Mean oof H nor/Bonding Materiak • • • •. T • •. •.• Fatt Bending ened ', 1 Florida Building Code Edition 2002 h V . Hurricane Zone Uniform Pernik Form. Section ECa Cuiationsl For Moment based Me systems, choose either Method 1 or 2. Compared the values for Mowith the values from Mt. Tithe Mt values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1; 5 _z). O -143 0 I 14.Og _Mgt. 1. ®3 bit 0.05" NOA lift 31•3 (P2: 5• r), 0.313 0 .7 -Mg: 9i.®-; ®BfraLa NOA D# 31.3 (P3; IS -1 x710.313 � -Mga °-°$ 11" 1:] • NOAI 5I.3 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) Froni Table Below NOA 114 *Mast be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift.based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area-of the ' roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" x wt a___)- W: rcos 0: = Fr,: NOA F' x wur. _ ,) - W: x cos 9: = Fn: NOA F; :case :._,,,_ _= Fes: NOA F" (Pi :.__x1: (P1: :1: (Pat z1: • • • • • • • • • .. • Where to Obtain Information Where to find .. 11111M11111111111[111111 71111,413111111M■milmnamou NmlNimiL.rml nom= r. rm-7.1-t-Ter7r1 =UAW mss?" "77rn -� .,'^''I = wa NNW= 774 =V,7"''77711111111111111.1, .111-1777, ;r*. -fir" "71 MIIMi• Nommic-,A1 =tam • • .. el 7,177 • .. • • • .. ... • ... .. • • • • • • • Mr Required Moment Resistance* Moan Roof el:ht - Roof Slope 15' 20' ?,S' 30' 40' . 34.4 36.6 38.2 30.7 422 3:12 t2.2 34.4 38.0 37.4 39.8 4:12 30:4 322 33.8 35.1 37.3 5x12 283 30.1 312 32.8 34.9 6:12 28.4 28.0 29.4 30.5 32.4 7:12 21,4 26.8 27.1 28.2 30.0 *Mast be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift.based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area-of the ' roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" x wt a___)- W: rcos 0: = Fr,: NOA F' x wur. _ ,) - W: x cos 9: = Fn: NOA F; :case :._,,,_ _= Fes: NOA F" (Pi :.__x1: (P1: :1: (Pat z1: • • • • • • • • • .. • Where to Obtain Information Where to find .. 11111M11111111111[111111 71111,413111111M■milmnamou NmlNimiL.rml nom= r. rm-7.1-t-Ter7r1 =UAW mss?" "77rn -� .,'^''I = wa NNW= 774 =V,7"''77711111111111111.1, .111-1777, ;r*. -fir" "71 MIIMi• Nommic-,A1 =tam • • .. el 7,177 • .. • • • .. ... • ... .. • • • • • • • M I A M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 MonierLifetile, LLC 200 Story Road Lake Wales, FL 33853 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 Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 (Shake, Slate & Split Shake) Concrete 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? 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 automatioali%to urinate• • • this NOA. Failure to comply with any section of this NOA shall be cause for terminational# removal of NOA. •••• .••• • • • • •••• •••• ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Cou{ i y,. Florida,. and. followed by the expiration date may be displayed in advertising literature. If any portitui'oofhe N(>A'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 manufa cture xor its • ••• • • • distributors and shall be available for inspection at the job site at the request of the Buildij Official... . • This NOA consists of pages I through 7. The submitted documentation was reviewed by Jorge L. Acebo. c9„ic NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: SCOPE: This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured MonierLifetile LLC and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION Manufactured by Applicant Roofing Flat Profile Roofing Tiles Concrete MonierLifetile LLC Saxony 900 Trim Pieces Dimensions 1 =17" w= 13" 1- 5/32" thick Slate 1- 9/32" thick Shake & Split Shake 1= varies w = varies varying thickness SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Specifications TAS 112 TAS 112 Test Identifier 7161 -03 Appendix III 94 -084 94 -060A 25- 7183 -6 25- 7183 -5 Product Description High profile, interlocking, one-piece, 'S' shaped, high - pressure extruded concrete roof tile equipped with three nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing Date .... • Dec. 1991 v • ••••May 1994' .•.• •••. • • March, 12.2.4", • • • • • ....Feb. 1995 • PA 102 • • • • • (2 Quik -Drive Screws, Direct: • • Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) NOA No.: 07 -022=2 .03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 2 of 7 .• • •••• • • •••• .• . • • Feb. 1994.. • Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers Test Identifier 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109 -1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations 130 Test Name/Report Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Date March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Static Uplift Testing Dec. 1998 PA 101 Static Uplift Testing March 1999 PA 101 25 -7094 February 1996 25 -7496 April 1996 25 -7584 December 25- 7804b -8 1996 25- 7804 -4 & 5 25- 7848 -6 25 -7183 March 1995 Aerodynamic Multipliers January 2007 Two Patty Adhesive Set System April 1 • Restoring Moments Due to February /at • Gravity • • • • •• • TAS 112 • • • ,lanuary 2007 ••. • • ••.• • • •• •• • • • • • e • • • • •• • .••• • • •••• •• • • • •• • •••• • • •••• •• • • • • NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 3 of 7 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3. Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 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. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 2. Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) MonierLifetile Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 • • • •• • • Table 3: Restoring Moments due to Gravity Table 2: Aerodynamic Multipliers - X' ft3) Tile 3 ":12" X (ft3) X (ft3) Profile 7 "12," grbatbf Battens ' • Batten Application Direct Deck Application MonierLifetile Saxony 900 Slate, Shake & Split Shake Direct Deck 0.289 d 31 3 • • °' • ' •' • • • • •• • • Table 3: Restoring Moments due to Gravity Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":121 •: ••: • • •' 7 "12," grbatbf Battens ' • O Direct 0ijesk • : 7,34 • • Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Dtt8C • Dbck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7'•55 •' • 6.46 • NOA No.: 07 -0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive 31.32 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyProTM t18.kg , .0*, •" Polyfoam PolyProTM 40!4 • •' 3 Large paddy placement of 45 grams of PolyProTM . . •• 4 Medium paddy placement of 24 grams of PolyProTM. • • • • • •• • • • • • • • •••• • • • • •• • • • • •• • • • • Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft4 •• •• for Mortar Set Systems • • • • • Tile Profile Tile Application Attach6fddf: Resistance•' •„ 43.91%.* : • • • • • MonierLifetile Saxony 900 Slate, Shake & Split Shake Mortar Set' 5. Tile -Tite Roof Tile Mortar NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 5 of 7 •• • •• • • • • • • • • LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". MONIERLIFETILE LLC, SAXONY 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NAIL HOLES PROFILE DRAWING 1 5/32 ° (slate) 1 9/32 ° (shake) 17° WATERLOCK 13" O•VERj,AY • • • •• • • •••• • •••• • • •• .. •••• • • •. • • • ••• • • • •. • • • • • •••• •• • • • • • • • •• • • • • •••• • • • •••. • • • •• • MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) •• • • • • •• • NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 6 of 7 PROFILE DRAWING MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) • • • .• • .••. • •.• • • • •• • • • • • • • •••• • • • .• *• • • • •• • • • • • • •. •. • •• • • • • • • •••• • • •. • • • • • • • .• • MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE • • • • • • • •• • NOA No.: 07 -0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 7 of 7 • •• • • MIA WO BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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 the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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: Polypro® AH160 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 endf e!nlat of any �, product, for sales, advertising or any other purposes shall automatically terminate this NOA,Zailpie to cbinp'ly; 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, the expiration date may be displayed in advertising literature. If any portion of the NOA be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufac and shall be available for inspection at the job site at the request of the Building Official. • FloritialAnd fJ1kw d by is disp+ 'ed, then. itesiall • • • • • • • •• •• • •• • • • • tuner or it's distrib$t&s. • • •••• • • . This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JSrge L. Acebo. •• • • • • •• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 • • • • • • ROOFING ASSEMBLY APPROVAL: Category: Roofmg Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polyproil AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Polypro® AH160 N/A Foampro® RTF1000 N/A ProPack&t 30 & 100 N/A Test Specifications TAS 101 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 • • • •• Results • • • 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs. /Ft2 3.1 Perm / Inch • •••• • • •..• • • .• •• • • •• • • •••• • • • • • • • •. • • •••• • • •••• •• • • • • • • •• +0.07% Volume Change @ . 4i)° F"., Z weeks.... +6.0% Volume Change @158r., 100% • • • •.' Humidity, 2 weeks •• • 86% • . • • • •. • Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05 /10 /11 Approval Date: 04/13/06 Page 2 of 7 • • • • • • • • • •' • • • • • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 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 As b1y for fie. • • • rating. • •••. ••••• • 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. •••• • • • • .. • • • • • • 3. Minimum underlayment shall be in compliance with the Roofing Application Standard itAS 12b. • • 4. Roof Tile manufactures acquiring acceptance for the use of Polypro AH 160 roo:�tile �,dhesive•iyit i, • their tile assemblies shall test in accordance with TAS 101. • • • • • • • • • • • • • • .• • • • • • • 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with • their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F. \2 F,= MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® 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 Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofmg Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro0 AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight• per pdddy'IUin. (1 6. '. Flat, Low, High Profiles #1 35 WA.. High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan Mt. « •••• . ' • Flat, Low, High Profiles #2 24 N' %1': :'' Flat, Low, High Profiles #3 •„• LABELING: • • • • • •• All PolyproID AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ••• • ••• • • • • • • • • • ••• • • ••• • • • • • • • • • • •••• • • • • •• • • • • • • •. • NOA No.: 06- 0201.02 Expiration Date: 05 /10 /11 Approval Date: 04/13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Plane enough adhesive to achieve 1/to 23 square inches in contactwdth the pantile 2) Tum covers upside down. Place adhesive 112 b. To 1 tn. From outside edge of cover 8b. Then instil!' the tile. Underiayment 1 Optional 2x4's for steep pitch appkatbns Nati through plastic cement Romov top portion oftheeave course cover tile. Abut to second course of pan tiles. Ensure cave eel of pan and covet flies are flush at cave Una. Eave closure (mortar shown) Weephole Fascia • • Malting • ••• ••• mow••• • • Point up Mortar on longitudinal • •••• offl19••• • • • • • • •• •• • • • • • • • • • • •• • •• • • • • • •• • •••• • • •••• • • • • • • • • • • •• • • •• • • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY • . • • •••■ • • • • •• • • ••• • • • •• •• • • • • •••• • • •.•• • • • • •••• •••• • • •• • • • • • • •• •• • •• • • • • • • • • • •••• • • • • •••• • • • • • •• • •• • • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy (between tile) Paddy (under tile) 4in. x3in. Single paddy on under- layment Single paddy under Ole Single paddy on top of tile • 0'0 • 2 In. X 7 in. medium size paddy eave Fascia ' course only Eave course Nail through plastic cement Underlayment re 3m.x3in. Single 4 in. ss paddy on under - layment Single paddy under tile Single paddy between the 4* 21n. x 7 in. medium she paddy save course only r,----7 .---04. Single paddy on top of tile Eave Course Fascia Weephole Eave closure Drip edge Nail through plastic cement Single paddy between tile se 31n.x3in. Single paddy on underlayment Single paddy on top of tile Eave Course Eave Closure 2 In. x 7 in. medium Faso paddy eave course only END OF THIS ACCEPTANCE •••• • • • • •••• • • • • •• • • ••• • • • • • • • • • • • • •••• •••• • • • • • • •••• •••• •• • • • • • • •• •• • •• • • • • • • • • • • • •••• • • • • •••• • • • • • •• • •• • • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 RE: Permit # Rr —5 -DDS -g01/4( • Mufti Votafifiele Etedf Ve 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305 - 795 -2204; Fax 305-756-8972 www.miamishoresvillage.com • DATE: S 0t INSPECTION AFFIDAVIT I bcunic \ De.\ Sc \ , licensed asa(n ontracto (Print name and circle License Type) FS 468 Building Inspector License #: lso'7L t3 On or about `.4 _1 o9 , c).ov 8 (Date & time) secondary water barrier work at / Engineer / Architect, , I did personally inspect the roof deck nailing and /or 32& NE- ss, ickyvt, Slnwves, f1 . 33134 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large 8 • day of i l 9 a 008 *General, Building, Residential, or Roofing Contractors any individual certified un Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection 00P' • SEMARIE P. LETHBRIDGE WO MY COMMISSION # D1)493827 44%1 ' EXPIRES: Nov. 27,2009 cec m ion.