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RF-08-1783Project Address 325 NE 104 Street Miami Shores, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Owner Information Valuation: Total Sq Feet: $ 1,350.00 LUIS & CARRIE REYNOSO Contractor(s) Phone ALL CONSTRUCTION & DEVELOPER: Cell Phone Type of Work: Re Roof Additional Info: COLOR THRU Classification: Residential oC 2008 MIAMI SHORES VILLAGE Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $275.00 $6.00 $6.88 $289.48 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Address ?ROVE Expiration: 0410612009 Parcel Number 1121360130100 Block: Lot: 325 NE 104 Street MIAMI SHORES FL 33138 -2017 Phone Total I Amt Paid I Amt Due $ 0.00 $ 0.00 Payment Type: $ 0.00 Applicant LUIS & CARRIE REYNOSO Available Inspections : Inspection Type: Hot Mop Up Lift Report Tile In Progress Final Roof Tin Cap Nailing Affidavit October 08, 2008 Date Cell Wednesday, October 8, 2008 1 Scheduled Inspection Date: April 03, 2009 Inspector: Rodriguez, Jorge Owner: REYNOSO, LUIS & CARRIE Job Address: 325 NE 104 Street Project: <NONE> Miami Shores, FL 33138- Contractor: ALL CONSTRUCTION & DEVELOPERS INC Building Department Comments Passed Failed Correction Needed Re- Inspection Fee April 02, 2009 V ivl No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments CREATED AS REINSPECTION FOR INSP- 96688. Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Tile Phone Number Parcel Number 1121360130100 Page 12 of 14 Project: <NONE> Inspection Date: April 02, 2009 Inspector: Rodriguez, Jorge Owner: REYNOSO, LUIS & CARRIE Job Address: 325 NE 104 Street Miami Shores, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: ALL CONSTRUCTION & DEVELOPERS INC Building Department Comments April 01, 2009 Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Tile Phone Number Parcel Number 1121360130100 Page 1 of 1 Passed Inspector Comments S7I��� -v' �� %Cs� '' ,(1,-4 Failed ' Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Project: <NONE> Inspection Date: April 02, 2009 Inspector: Rodriguez, Jorge Owner: REYNOSO, LUIS & CARRIE Job Address: 325 NE 104 Street Miami Shores, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: ALL CONSTRUCTION & DEVELOPERS INC Building Department Comments April 01, 2009 Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Tile Phone Number Parcel Number 1121360130100 Page 1 of 1 RE ROOF TILE TO TILE COLOR THRU Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 96687. cc TIN CAP REJECTED 11/25/08 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 11/26/2008 Inspector: Rodriguez, Jorge Owner: REYNOSO, LUIS & CARRIE Job Address: 325 104 Street NE Miami Shores, FL 33138- Project: <NONE> Building Department Comments Monday, December 1, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: ALL CONSTRUCTION & DEVELOPERS INC DEC 0 3 2000 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1121360130100 Lot: Page 1 of 2 RE ROOF TILE TO TILE COLOR THRU Infractlo Passed Comments TIN CAP SPACEING False Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 96686. cc MISSING NAILS ON DRIP MISSING RENAILING AFFIDAVIT 2 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 12/02/2008 Inspector: Rodriguez, Jorge Owner: REYNOSO, LUIS & CARRIE Job Address: 325 104 Street NE Miami Shores, FL 33138- Project: <NONE> Monday, December 1, 2008 Contractor: ALL CONSTRUCTION & DEVELOPERS INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: OM 0 3 200 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1121360130100 Lot: Page 1 of 2 RE ROOF TILE TO TILE COLOR THRU Infractio Passed Comments TIN CAP SPACEING False Inspector cc I Comments )t - -5ff , �,�-� � 1 s '1=6 46 P • s i� .— 21 -,dlek-e) 1 s�.D �— 7 43 y Passed Failed rl Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Date: 11/25/2008 Inspector: Rodriguez, Jorge Owner: REYNOSO, LUIS & CARRIE Job Address: 325 104 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: ALL CONSTRUCTION & DEVELOPERS INC Building Department Comments Monday, November 24, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Lot: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Parcel Number 1121360130100 Page 1 of 2 RE ROOF TILE TO TILE COLOR THRU Passed ( Inspector Comments CC v'v R- IFGT) ( Failed IL Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 11/25/2008 Inspector: Rodriguez, Jorge Owner: REYNOSO, LUIS & CARRIE Job Address: 325 104 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: ALL CONSTRUCTION & DEVELOPERS INC Building Department Comments Monday, November 24, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1121360130100 Lot: Page 2 of 2 i Inspection Number: INSP - 125366 Scheduled Inspection Date: September 25, 2009 Inspector: Bruhn, Norman Owner: REYNOSO, LUIS & CARRIE Job Address: 325 NE 104 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ALL CONSTRUCTION & DEVELOPERS INC Building Department Comments CnntnmHnr 7d Irmo Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: RF -10 -08 -1783 Permit Type: Roof Inspection Type((i // Work ClassificatioA Tile Phone Number Parcel Number 1121360130100 Phone: (786)768 -4330 RE ROOF TILE TO TILE COLOR THRU ON HOLD AS PER FIELD VISIT BY NB. NO INSP UNTIL EVERYTHING ITS CLARIFY ABOUT ALL THE INTERIOR AND EXTERIOR WORK. Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 96690. Provide uplift test and renail affidavit. Provide a ladder attached to the structure.NB Dann 17 of 71 September 23, 2009 All Construction Miami, Florida Project: Dear Sirs; Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel: 305 -823 -8008 Fax: 305-823-3300 ROOF TILE IJPLIFT TEST REPORT Residential Home 325 Northeast 104 Street Miami, Florida Information provided by client: Permit Number: Not Provided A'F 1 ° (9 ° I' 83 Date Completion: September 4, 2009 Roofing Contractor: All Construction Project Number: 09 -1166 (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 ofthe bonding of mortar or adhesive set file system and mechanically attached, rigid, discontinuous roof systems. The total ofthe 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 Flat Concrete Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area ofthe 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. instal lation � entianedp: ` Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. Ifyou have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation M i hamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 325 Northeast 104 Street Miami, Florida Reileh Engineering Corporation — Project Number - 09 -1166 — Page 2 of 6 Report of TILE UPLIFT TEST for Residential Home 325 Northeast 104 Street Miami, Florida Project Number: 09 -1166 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Stag ':lie Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation -- Project Number - 09 -1166 — Page 3 of 6 24 • 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation -- Project Number - 09 -1166 — Page 4 of 6 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number - 09 -1166 — Page 5 of 6 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number - 09 -1166 — Page 6 of 6 Ibl ••=.•• - Oot BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) Owner's Address, Ul /C &/ //O S 0 City /# 1 i 5keec State Tenant/Lessee Name Contractor's Company Name Contractor's Address Type of Work: DAddition ['Alteration :New Describe Work: OCT 31AM C rl MIAMI SHORES VILLAGE Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 !91 OCT 0 3 2308 ill BY: 7!` Permit No. P 2D15 Y1 n Master Permit No. 1 , Phone # 3z S" tie" 10 y S7 zip 3 3 / 3? Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zi p - 35 i -3A FOLIO / PARCEL # Is Building Historically Designated YES LL Oaa`S° Quci c® uu oo d state I . City u Zip '302 Qualifier Name aLt Y ('No g re- Y''' Phone # (i%) 49 8 -Zo n 1 State Certificate or Registration No. C.C.0 132g 14,5 Certificate of Competency No.1 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ ` Phone # Square / Linear Footage Of Work: fay) 44(9 -31q-4 Repair/Replace D Demolition ::: * * *** * * * * * * * * * * * * *t ** ** * * * ** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Bond $ Tom:, a orcement $ Double Fee $ Structur Total Fee Now Due $ * *** * ** F * * * * * * * * * ** * * * * * * * *0 *0* * * *** * ** *000 * *0 *0* CCF $ Technology Fee $ Zoning $ See Reverse side —) CO /CC Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence, of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur O,'ero g The foregoing instrument was acknowledged before me this day of ,20O ,by 1-1 R ru s , who is personally known to me or who has produced As identification and who did take an oath. NOTARY P Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) Signature Contractor The foregoing � i c0 in nstrument was acknowledged before me this 3 day of � ` , 20 b ykwylcA0 ry d who is personally known to me or who has produced ti as identification and who did take an oath. NOTAR 0 . ' + . rn Y i . ` r • I ES r Sign: . ^ ,. Print: t A My Commission Expires: **e ****+ x+ r< ***: **: ****** ************ *************** ****** **a:* **** **** ************** ** ****+x************* ** * **** Plans Examiner Engineer Zoning Year 2008 2007 Land Value: $216,176 $240,278 'Building Value: $110,141 $110,141 Market Value: $326,317 $350,419 Assessed Value: $326,317 $350,419 Homestead $25,000 $25,000 Exemption: Total Exemptions: $25,000 $25,000 Taxable Value: $301,317 $325,419 * The market and assessed values are accurately refecded.lnformation related to this property's exemptions and taxable values are being updated as a result of the recent passage of Amendment One and will be available shortly. Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/1 Floors: 1 Living Units: 1 AdJ Sq Footage: 1,277 Lot Size: 9,225 SQ FT Year Built: 1940 MIAMI SHORES SEC 5 PB 10-47 LOT 16 & W1/2 Legal LOT 17 BLK 117 LOT esatpUon. SIZE 75.000 X 123 COC 23812 -028908 2005 4 Folio No.: 11- 2136-013 -0100 Property: 325 NE 104 ST Mailing CARRIE B & LUIS E Address: REYNOSO 325 NE 104 ST MIAMI SHORES FL 33138 -2017 Sale O/R: 23812 -0289 Sale Date: 8/2005 Sale Amount: $0 Miami -Dade My Home Non -Ad Valorem Assessments EI Text only My Home Show Me: Property Information Search By: Select Item Property Appraiser Tax Estimator Portability S.O.H. Calculator Summary Details: Property Information: Sale Information: Assessment information: Additional Information: ick here to see more information for this ro Community Development District ommunity Redevelopment Area Empowerment Zone terprise Zone d Use Urban Development Boundary EST O;I�S�E Digital Orthophotography - 2007 Web Site © 2002 Miami -Dade County. All rights reserved. My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser same 1 Using Our Site 1 Al Phone Directory 1 Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. 0 113 ft Property Property Selected Page 2 of 2 Legend Street Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 10/8/2008 R BUILDING CRITIQUE SHEET Miami Shores Village Building Department Permit No. •'Joli•Name 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Te1:(305) 795.2204 Fax: (305) 756.8972 CI New Roof Florida Building Coda Edition 2002 High Velocity Hurricane Zone Uniform Pennft Application Fonn. Sect ion iMierlaMIAMILAIlf 0 Master Penult No. Process No. Contmctor's Name g Ft /1 -peurxiipv Job Address i4 )'O jan / / O Low Slope 0 Mechanically Fastened Tile 2 Mortar/Adhesive Set Tile O Asphaltic 0 Metal Panel/Shingles D Wood Shingles/81181'es Shingles 0 Prescrlptive BUR-RAS 150 • mommilminsummammummommummummumemmummummummumummommimemowimmumpumm Immimmammomminummormirumannommammummummimmummommimmunwisimmigimm mirrimmommumnprimmumminmarmrsimmummummommomummumimmmimmormams summummarmummummummummommummummorammimmummummummumummmumminwomm mommummummummummummummaummiwommmadmmunimmismummmummmemotimmummumm sommormarrommannummoommomminumamormasummosommissummmummummumhuommamm lummismumummimmummumminammommornommommumummarimmimmummemommummmorm immissmannismmin uuuu w uu mom uu mummummmosimmummummumerimmummummmummicam immummummisummum miumormemommem■ sommirommormirmommrsommurnammumemmommimmummimmommommommumplimmummiamm summummemummummummommumumarrimmummummummmommummormilmemmannimmummum mommorprommisrummimmnrammummumummumpaimmumwrommsommumumonmermasom snommummirmrsommummummummommeammummormummummumwmommmwmommommi mummommmamminsommommommormemmomminammummiummommummommumummumma onnummnrimmummmmommummammumummumprommummummommummammmommunimmomem ammirimprimumignmanammumummummummmummommommommosammummmimarmarmammomm immimmosimmussmorsimmusimmarammummommummummesimumummummmosimmill. clormssommummmormommismummummirmmummummemminimmummimmiummmommum Imummaimmommingimmummminnimmummummimmommummummummommammummorm onnummommumusimummummommumminstmmommummimimmimminmammEnanummimmsrm manninsmassimmummawk„ -__-- ____ __ IMMINIMMIMSOMMMINNOMINEW ='---- . - -------- ommunammommammounimm memnimmorimmimmommimmisimmensommummuswimmummmumwmailimmummammummiummum mmmmmmnmmmmmmwmmnmmmmmmsmxmmmmmnmmmmmmmnspMmrrmmmnmmomnwmmmmm'nnrWmm msommummunammammasirmismosimmisimmumummommumrniMilimaimmumMximmor milimmommummimmalpsommignammomminammiummummumummomminsommammumnammam omniminsammummmormAmmummermimmmumnimmusmommummummairnmommumumummilim milimmislimmimprimummoOmmumaimmimmilimummiximinummilmommenimumummommumm mirmimmummummintsWommummummummummismommummimmuremMiummisminumilans mumwommiOrmorammarnammemnimummummaimmummummummarminmUmmorrnimixismsai immissommismiummuumminummommummummapitmmommormummaMmminamalimummida MONOWIMMOMUMMMINMMONOMMINSWIMMONMONIMMUMMINUOMOMMOMWMEMMUMWOMMOMOUSM4M smammossammessummummommummummimmumummossommiummummummarmsuJrAmma mournmammummummummommorommismimmummummissmomminumumnsi•mi•mumwmilm smommemosmammimmummomummummommommummminummimmorminmensurrinwwwilimmo vommunimminumummma ,pcmummuummismOm usimpONONsimammOmmommimmimmummumMornmemmum - m ----- .1 - mminnimanommolummwris mummummummummammarsimmumummummusermommamassimummuummammumweimpomms ummursommarimmummommummamommummminemommommummammarmisimmummirms mourrimummummummummirsmummummommumeirmsemmammumeminampsamMarMri umnimmemssmussimummummasomminnomummummummmorpollimmulmummAmsmowstm mmiummommammismosummummmummommormammerromminimmumusima4mwormm manimmummemanummommonsammimummornimminummissmummAN4mwimm smarammammumnsin xwrmwmmmwnpmmmmmwmummmmmmnmmnwmmnwmmmmmmnmu0WnWomgnTx2 I ilimmummomm op mitimminammmusummommummumummirimmirmommunamdmrsrg• mummomminmin m 1 1111111MMOWNWINUMMIMMIMINIMMMERIMMIMMEMMIXIMMOMMMEMAIMMIE INIMMOOMMORMan IMMIIMOMMINIMMOMMOMOMMERMUMMITIMMINEMMEMOUMNIMINIMMIWOMANOMOM imimminOmminnimiliammumimminualiOnsalmirnim imiammillninnellrnmemildusimillm Immarrummisslinisamenmemmonwsimmummummil miammiummismummasimpunimmuni4 anni■r,--amminmammaania J ROOF CATEGORY ROOF TYPE Re-Roofing 0 Recovering 0 Repair 0 ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan), Sketch Roof Plan illustrate all levels and sections, roof drains, scup scuppers and overflow drains. Include dimensions of sections and identify dimensions of elevated pressure zones and location of — Yes LI No Type: Natural 0 LPGX IMCMEIM11) tit OCT 0 20 EJ BY: I 7 0 co z N • • • • • • • • • • 123_01-48 5/03 PAGE 2 • • • • • • 0_110 • • • • • • • • • 6 • • • • • • • • • • • • • • • 63Z3i Z 5 0 - z JJ • u 7 D Q OE D D 3 0 O o - o _ z D < ▪ w n < D • •0• • • • • • • • • • • • • • • • • • • • • • • • • Roof System Required Sections of the Permit Application 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 AS Shingles A,B,D 1,2,4,5,6,7 Coricett or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal .R Mrs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 • • • • • • • . • • • • • • • • • ••• :•• 1 01-4 55 /4i - FtGC1 • • • •. •• •• • •• . •••. • • • ••• • •• •.•• •••• ••• • ••. • • • • • •• • ••• -. • • •• •••. • • • • • • . • • • : • • . • • . •• • • •�• • • Florida Building Code Edition 2002 V Hurricane Zone Uniform Permit �. INSTRUCTION PAGE Form. COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: 1 . Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings • _ 3. Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 ::. • _ ;4. Sher Component Notice of Acceptances 9 . :: 5. •Municipal Permit Application ". OWners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing /Calculation Documentation • • • • • • • . • • • • • • • • • ••• :•• 1 01-4 55 /4i - FtGC1 • • • •. •• •• • •• . •••. • • • ••• • •• •.•• •••• ••• • ••. • • • • • •• • ••• -. • • •• •••. • • • • • • . • • • : • • . • • . •• • • •�• • • Florida Building Code Edition 2002 V Hurricane Zone Uniform Permit �. INSTRUCTION PAGE Form. COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: 123_01-48 5/03 PAGE 4 1 Florida Building Code. Edition 2002 Ellgh Veto ft Hum pone Uniform Penult App Form. Section D- (Steep Shoed Roof Svsteml Roof System Manufacturer M o t/ /e / 42 Notice of Acceptance Number: d ' 7 O Z 3 °/ Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: ' 'VD P2: / 96 P3: / 4/4 Maximum Design Pressure (From the NOA Specific System): Method of the attachment 4 ^kittad2W&LAA f2/ `� u Roof Slope: 3 :12 s/p p/y 4/pod Steep Sloped Roof System Description Dot Type: Ridge Ventilation? UndeflaYment I latlon: /VA re e . /v/A Mean Roof Haig 30 ac-IM 0 2- stoner Type & Spacing: 1P'ILIsc o dheslve Type T 11 Cap Sheet: oof Covering: I tea QIe-L+ , •11 • : : •06 /9-T 0014741 ' � r. : :: • •• Type & Sian Drip • • •: • • • • • • • • • • 13 2,40. 5/ Ai. I , • • • dge: 1 I . / '��rRl% 544k' r • • • • . • • .•• •,• • • • • ••• • • :,• : : • • • ••• • a,9e/ • • • • • • •• • • ••• • 123_01 -48 5/03 PAGE 5 For Moment based the systems, choose either Method 1 or 2. Compared the values for M the values from M t. If the M values are greater than or equal to the Mr values, for each area of the root; then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: :A,C /93= c —Mg: 2.. = I S a' NOA (, /t_) (P . / x � 7 – Mg: Z . 2r = �i NOA MI 45 (P3: z .per — Mg: 2 • �'} _ �° NOA Mt Required Moment of Resistance (M From Table Below Mean Roof Height — Roof Slope X12 3:12 4:12 5:12 8:12 2 Florida Building Code Edition 2002 HI ! Vol • Hurricane Zone Uniform Permit r Form. Section E (Tile Calculations) Method 2 "Simplified Tile Calculation Per Table Below" M Required Moment Resistance* 15' 34A 322 A 28 4 284 24A 20' 25' 36.5 382 34.4 38.0 32.2 — 33.8 30.1 31.8 28.0 29A 25.9 27.1 NOA 30' 39.7 374 351 32.8 30.5 282 *Mast be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. 39.8 37.3 34.9 32.4 For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area•of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P : x 1: = x w: = ) – W: x cos 8: = F NOA F (P2• al: = x w:= ) –W: cos 0: = F NOA F' (P : x l: = x w: = ) – W: x cos 6: = F NOA F' 40' 30.0 Where to Obtain Information Description Symbol Where to find Design Pn une P1 or P2 or P3 RAS 127 Table 1 or byan engineering analysis prepared by PE based onASCE 7 Mean Roof Height Roof Shope Multiplier e • NOA NOA Calculated NOA Moment due to Attachment Rem Required Moment Resistance Minimum Attachment Resieealoe Requked Uplift Resistance Tile W Dim 11 6 M : Mt Mr F: w 1= length w= width All moons must be submitted to the Building Official att the time of Pamdt Job Site Job Site NOA Calculated NOA • .• . eel. NOA • ••• • • .•• •4 • • •• • • • t . * • • r application. • • • . •• • • • • • • • •• • • • • • • 4• . ••* • • • • • • • - • • • • • • • • • ••• • • • • . • • • • •• • • • • • • ••• • • • • • 1 • • • • • • • • • • .* • • • •• •• • • . • • • • • Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, 11 Applicable (From RAS 127 or Calculations): P1: P2: P3: Maximum Design Pressure (From the NOA Specific System): Method of tile attachment: •• • • • • • • • • • •• • • • • • • • ••••• ••••• ••. • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Applicallon Form. 1 Roof Slope: :12 Ridge Ventilation? • ..• • • • • . • • • • ••• ••• • • Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: ype Underlayment: nsulation: Fire Barrier: •jViitypn Rob f Height: • . • astenerType & Spacing: dhesive Type: ype Cap Sheet: oof Covering: Type & Size Drip Edge: • • • • • •, • • •• .123 el PIGE • •• • • • • • ••• •• •• •• • • SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As ft pertains to this section, ft is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 'd2- 1. Aesthetics.Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues 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. iffE2. Reneging Wood Decks: When replacing roofing, the existing wood roof deck may have to be renatled in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units 0.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. 4. 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 arc rlectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. g A". 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. f ie / 6. Overflow scuppers (wail outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. Ir r " / 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service fife of the roof. 3z N£ /v¢ 5 -r, Property Address Permit Number Rev:12O/ 0O5,Computer Services, Building Department Date Contractor's Signature •• ••• 00 • • • • • : ••• • • • • , • •• ' ' •' • : ..' • ••• • • • • • • • �•� • • • • • • • • •: • • • • ' • • :: • • • �• • • • • • • • • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • i • • •• • • M IA M I-DAI BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetlle, LLC 200 Story Road Lake Wales, FL 33898 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 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 (AH1). 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 net 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: Cedarlite 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 a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA#02- 1211.06 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. • • • • • •• : • • • • • • • • • • • • • i i • • • • • i ••. • • • •• • •• e• • • • • • • • • • • • • • • 40 biro- 0 �7- 1d23.j0 • Expiration Date:1'16/12 Approval Date: 12/13/07 • ! Pogo , 1pf1 •:• • • ••• • • • • • •• •• ••• • ••• • • • • • • • • •• • • • • • • • • • • • •• •• ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile 'Cedar lite' Concrete Roof Tile, as manufactured Monier Lifetile LLC in Gilroy, CA. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Monier Lifetile LLC 1= 13 -1/2" TAS 112 "Cedarlite" Tile w = 13" i/i" thick Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Nutting Engineers The Center for Applied Engineering, Inc. Roofing Flat Profile Roofing Tiles Concrete 1= varies w = varies varying thickness Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II PO402 Letter Dated Aug. 1, 1994 P0631 -01 13343.1 25- 7688 -3 25- 7688 -10 TAS 112 Product Description Flat profile, interlocking, high pressure extruded concrete roof tile equipped with three nail holes and double roll ribs. For direct deck, mortar 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) Wind Tunnel Testing PA 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Physical Properties • • • PA 112 Static Uplift Testing • •' PA 101 (Adhesive Set) & (Mortar Set) • ••• • Date Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 July 1994 • 'tuft 2001. • • • • • J'tme•199d July 1996 • . •• •• . . . •• • .. . • ••• . • • • • • • • • • 0 144 No • trl- �d23.30. • •. Expicat1on Date: 12,115/1i Approval Date: 12113/07 • . • •• • • Pags2off • , • • • • • • • • • • • • • • • • . • • • ••• •• •• •• • ••. • • • Table 3: Restor n . Moments due to Gravi - M, ft-lb • • ' • : :: • Tile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12 " • 7+',1V of • Profile 1.08 • • • o�'4" Monier Lifetile LLC 2.92 2.89 2.84 2.77 2.72 2.64 Cedarlite Tile Table 2: Aerodynamic Multipliers - 7.. (ft3) Tile Profile A (ft Direct Deck Application Monier Lifetile LLC Cedarlite Tile 0.193 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS Test Identifier Test Name/Reuort 25- 7688 -5 Static Uplift Testing PA 102 (3" Headlap, Nails, Direct Deck, New Construction) 25- 76884 Static Uplift Testing PA 102 (4" Headlap, Nails, Clips) Calculations Restoring Moment Due to Gravity Calculations Aerodynamic Multiplier June 1996 June 1996 August 2007 October 2007 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile ` Cedarlite' Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations . •• • . ••• • •• • • .• • • • AA too 074023.10: ExpirafiOn Bate: 12ft I12 Approval Date: 12/13/07 ••• • Pags3of6 ••• • • • ••• • • • • • • • • • •• •. •.' ... • . •• • •• •• •• ••• ••• • • • •• • • • • • • • •.• •• •• • • Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (Ibt) Length - I (feet) Width -w (feet) Monier Lifetile " Cedarlite" 5.20 1.125 1.08 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS Test Identifier Test Name/Reuort 25- 7688 -5 Static Uplift Testing PA 102 (3" Headlap, Nails, Direct Deck, New Construction) 25- 76884 Static Uplift Testing PA 102 (4" Headlap, Nails, Clips) Calculations Restoring Moment Due to Gravity Calculations Aerodynamic Multiplier June 1996 June 1996 August 2007 October 2007 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile ` Cedarlite' Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations . •• • . ••• • •• • • .• • • • AA too 074023.10: ExpirafiOn Bate: 12ft I12 Approval Date: 12/13/07 ••• • Pags3of6 ••• • • • ••• • • • • • • • • • •• •. •.' ... • . •• • •• •• •• ••• ••• • • • •• • • • • • • • •.• •• •• • • Table 4: Attachment Resistance Expressed as a Moment - M (ft Ibf) for Nail -On Systems Tile Profile Tile Ajplication Approved Nails Approved Screws Monier Lifetile LLC Cedarlite Tile Direct Deck 2 nails 1 screw 2 screws 16.4 16.4 27.6 1. Data noted in Table 3 is for installation with a 3" the headlap. 2. Approved screws are as noted in the 'Trade Names of Products Manufactured by Others.' Clips on eave tiles may not be required for this attachment configuration, please refer to Miami -Dade Roofing Application Standard PA 115 for Moment of Resistance calculations. Table 5: Attachment Resistance Expressed as a Moment - M1 (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile LLC " Cedarlite" Tile Mortar Set 43.9 Adhesive Set 49.5 3. Tile -Tite Roof Tile Mortar. 4. Adhesive ' uan f - 0.6 seconds and a minimum foam ' a weis ht of 17.2 • rams. 5. LABELING All tiles shall bear the imprint as seen below or identifiable marking of the manufacturer's name or logo, or following statement: 'Miami -Dade County Product Control Approved ". tul MONIERLIFETILE LLC, "CEDARLITE" FLAT TILE (GILROY, CA PLANT) LOCATED ON TOPSIDE OF TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. •• ••• • o • • • •• • • • • • • • • •• • • • • . • • . . •• • ••• •• • ••• • • • • • • • • • • • • • • • • N A:Nig.: 57 ld • o : ` . Expfruilon Cate: I2/16/f2 Approval Date: 12/13/07 •.• • Page 4o€5•.• ; ,, • ••• • • • • . • ••• •• ••• • .• • •• •• • ••• • • PROFILE DRAWING MONIER LIFETILE "CEDARLITE" CONCRETE ROOF TILE END OF THIS ACCEPTANCE •• • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • AiQA 4To:: v749;3.10' • I on bate: 1 Approval Date: 1213/07 • • . • . • • •• • .• • ... • • • ... • • • •• • • • • • • •• • • •• • • • •• • • • • • • • • • •• .• • • ••• • • • •• • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux. Road Tomball, TX 77375 This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JSrge L. Acebo. MIAMI -DADE COUNTY, FLORIDA METRO -DARE FLAOLER BUILDING 140 WEST FLAMER STREET, SUITE 1683 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 • • • • • • •• • • • • • •••• • • •••• • •••• • • SCOPE: • ▪ •••• • This NOA is being issued under the applicable rules and regulations governing the use of suction aaterials. The documentation submitted has been reviewed by the BCCO and accepted by the Buildingboie and Pm&i Review Committee to be used in Miami Dade County and other areas where allowed by thgprity Having Jurisdiction (AHJ). • • •••• • • . . • •••• • • This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami DMe County7Mdlot the ART (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 AI IJ 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® A11160 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 tl ere 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 literatuu'e, If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Offal. NOA No.: 064201.02 .• • • • • • • • • • • • • ••• •.•• • • • • • •• ••• • .• • • • 00 • • • •• ••� • • ••• •• • •• ••• • • • • • • • •• • ••• Expiration Date: 04114111 • • ; Applo lba e:,O4i1$O : • • • • : • af • • • • : •Pagep'f . • • • • • • • • ••• • ... • • • • • • • • • • • • • • • • •• • • • • •• •.• ••• • ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane . . • SCOPE: • • • •• • •••• This approves Polypro® A 160 as manufactured by Polyfoam Products, Inc. as deseeltrod to Sect1ea e• • of this Notice of Acceptance. For the locations where the design pressure requirements; es :mined by applicable building code, does not exceed the design pressure.valnes obtained by calcu tt it ,in • • compliance with Roofing Application Standard RAS 127, for use with approved flat, ion tifid high • profile roof tiles system using Polypro® AH 160. Where the attachment calculations de Id as a •' • • : moment based system for single patty placement, and as an uplift based system for douti e'pap systems.. • PRODUCTS MANUFACTURED BY APPLICANT: Product Polypro® AH160 Foampro® RTF1000 N/A ProPack® 30 & 100 N/A PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vap6rTransmission Dimensional Stability ]ne S N/A TAS 101 ASTM D 1622 A.STM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Closed Cell Content ASTM D 2856 • • • •••• • • •. •. • • . . - ft c .. • • .• •• Two component polyur ibane 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. Resin L6 lbs./ft. 18 PST Parallel to rise 12 P51 Perpendicular to rise 28 PS1 Parallel to rise . 0.08 Lbs./Ft 3.1 Perm / Inch +0:07% Volume Change @ 40 F., 2 weeks +6.0% Volume Change @158°F., Humidity, 2 weeks 86i% • • • • .'Page:3m•f 7 • • • • • • • • • • • • • • • • Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. • •• ••: ; :': •• oo ..' : ' .: • • •• NOA No.: 064201.02 . • • • • E Eignpate:l0lif : Ai riven? e'.0 13104 : • : • • • ••• : • • ••0 • • ••. • .• • • • • • • • • • • • • • • .. •• • •• •0 • • ..• • EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celatex Corp. Testing Services LIMITATIONS: 1. 1 MS Test Identifier #94-060 257818 -1PA 25- 7438 -3 25- 7438.4 25- 7438 -7 25 -7492 NE -589 -631 9637 -92 01- 6743 -011 01- 6739-062b[1] 7050.02.96 -1 528454-2-1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6, 520109-7 520191 -1 520109 -2 -1 Test Nanu /Report TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS114 TAS 101 TAS 101 TAS 101 04/08/94 12/16/9P • • 'W125/95 . • •... ••• :h11)/02/9�5 • •• • .. • Q4/01/91 ..• • • • • • .• .. .. ....04/30/93 • • .. .11./16/94•••• •• 0t/16/93•• : 03/14/96 10/23/98 12/28/98 • 03/02/99 Fire classification is not part of this acceptance. Refer• to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 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 Polypro® AH160 roof the adhesive with 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' W ,, • • • •. • ••... • . ... ". ••• • • . • • • • • NOA No.: 06.0201.02 • • • Expiration Dot,: 05 /1eu1. • • : : : Apprivi D aft: 414/13/06: o • : : • •••PageSo17. • • • • •s• • • • • • • • • • :.: 0 . 0 . • • • :•'.• • • • 0 •• • • Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (lams) Two Paddy Weight per paddy Min. (gams) Plat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® A11160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® A11160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof the assembly's adhesive attachment with :. the use of Polypro® A11160 shall provide sufficient attachment resistance, exprefed.ae.an uplA based system, to meet or exceed the uplift resistance determined incompliance witltMiami -Dgde • • . • • County Roofing Application Standards RAS 127 The adhesive attachment data 'tt 4tt11 i i the Mdf tile assembly NOA • • 3. Polypro® A1:I160 roof tile adhesive and its components shy be installed in accoZ avith ' • Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® Atfl'6b Opera i i • • Instruction and Maintenance Booklet. l l • • 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licsgs y Polyfoamp • . • • Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators l the thorny • • • having jurisdiction. • • • ..' • • • • 5. Calibration of the Foampro® dispensing equipment is required before a application"et4l adheniva • • The mix ratio between the "A" component and the "B" component shall be maintained between 1.11.0 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.1$ pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foarpro RTPI000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. The must be set within 2 to 3 minutes after Polypro® A11160 has been dispensed. 9. Polypro® A1160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Bach generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 'WILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. •• • • • • • • • • • • • • • • • • OOOO •;.•O•;••.' .•' ••• •• • NOA No.: 064201.02 Expiratton Date: 45001,11. • App4lve &am Q414i • • .aP$Sf • • • • • •• • • • •• • :: • • • • • • ••• • .•. • • • • • • • • • • • • • • • ••I • • • • •• • • • •• • •• ••• :' • •.• .•.. • ADIERSWE PLACEMENT DETAIL SINGLE PATTY • • •1 • • 1 • • • 1 • • • • • NOA No 06.0201,02 Ao Expiration Bite' 01e/1 j' • b aste:. 00 0 ,@ 13 A /�08 y • • • • • • •• • • 1 • •• • • • • • • • • • . • • • 1 • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 00 •• • • • .• •. ••• • • • ••• • • 0 00000 • • • • • 1 . • 11 • .1• 1 .1 1. • • • 11 • • •• • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY • • •• ••• • • .•• • • .•• • • '• Y • • .: • •• • • ••• • • NOA No.: 06r8291.42 • • • • motion Date: sV /q ii•. • • • • APP {o 'Ibale:, 1g@ : • ; • : • • • • ••• • • • • ••• • • • • . • • • • • •• • • • ••••. • • •• •• • • •• • ADHESIVE PY.ACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE •• ••• • • • • • • • •• • . ; • •;•••• •'•• • .:'.:'s•. : NOA No.: 064201.02 • ... Expiration Date: 0510 /fir . • • . ro ?4DIao ts • • • ••S• •.. • . • ..• • : • • '• • • • : : • • • • • • • .:.:' '• • Inspection Number: INSP - 125586 Permit Number: RF -10 -08 -1783 J Inspection Date: January 19, 2010 Inspector: Bruhn, Norman Owner: REYNOSO, LUIS & CARRIE Job Address: 325 NE 104 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ALL CONSTRUCTION & DEVELOPERS INC Building Department Comments RE ROOF TILE TO TILE COLOR THRU ON HOLD AS PER FIELD VISIT BY NB. NO INSP UNTIL EVERYTHING ITS CLARIFY ABOUT ALL THE INTERIOR AND EXTERIOR WORK. Failed Correction Needed Re- Inspection Fee / No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1121360130100 Phone: (786)768 -4330 Inspector Comments CREATED AS REINSPECTION FOR INSP- 125366. CREATED AS REINSPECTION FOR INSP- 96690. Provide uplift test and renail affidavit. Provide a ladder attached to the structure.NB Provide renail affidavit NB For Inspections please call: (305)762 -4949 January 19, 2010 Page 1 of 1