The URL can be used to link to this page

RF-08-2108Project Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Expiration: 06/07/2009 Parcel Number Phone Applicant 526 NE 97 Street Miami Shores, FL 33138- 1132060171530 Block: Lot: JAMES SAGE Cell JAMES SAGE Contractor(s) OASIS BUILDERS LLC Phone Cell Phone (561)733 -3756 Type of Work: Re Roof Additional Info: COLOR THRU Classification: Residential Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Submittal Fee Technology Fee Total: Amount $17.40 $5.80 $350.00 $9.00 ($50.00) $8.75 $340.95 F..a. CMi 1 -4_I t_C( Building Department Copy 526 NE 97 Street MIAMI SHORES FL 33138 -2426 Authorized Signature: Owner / Applicant / Contractor / Agent Date Valuation: Total Sq Feet: $ 29,000.00 0 Available Inspections : Inspection Type: Up Lift Report Hot Mop Tile In Progress Tin Cap Final Roof Nailing Affidavit In considtion 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 ,ttlis permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required fti' LECTRICAL, PLUMBING, MECHANICAL, WINDOWS. DOORS, ROOFING and SWIMMING POOL work. OWNERS 'FIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructi and zoning. Futhermore, I authorize the above -named contractor to do the work stated December 09, 2008 Tuesday, December 9, 2008 1 ti Nu Inspection Date: December 23, 2008 Inspector: Rodriguez, Jorge Owner: SAGE, JAMES Job Address: 526 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: OASIS BUILDERS LLC 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: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060171530 Lot: Phone: (561)733 -3756 Monday, December 22, 2008 Page 1 of 1 ,DEC 2 42000 Passed Inspector Comments cc 0 k). )e., S D.t.) g% re Failed ii, Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until ti Nu Inspection Date: December 23, 2008 Inspector: Rodriguez, Jorge Owner: SAGE, JAMES Job Address: 526 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: OASIS BUILDERS LLC 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: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060171530 Lot: Phone: (561)733 -3756 Monday, December 22, 2008 Page 1 of 1 Inspection Date: January 08, 2009 Inspector: Rodriguez, Jorge Owner: SAGE, JAMES Job Address: 526 NE 97 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: OASIS BUILDERS LLC Building Department Comments Wednesday, January 7, 2009 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: Roof - New Z iOolimg" s°1° Phone Number Parcel Number 1132060171530 Phone: (561)733 -3756 Page 1 of 1 Passed ._ Inspector Comments CC La P L i o- - -- gel a $ 4- Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: January 08, 2009 Inspector: Rodriguez, Jorge Owner: SAGE, JAMES Job Address: 526 NE 97 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: OASIS BUILDERS LLC Building Department Comments Wednesday, January 7, 2009 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: Roof - New Z iOolimg" s°1° Phone Number Parcel Number 1132060171530 Phone: (561)733 -3756 Page 1 of 1 GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASB ESTOS DYNATECH ENGINEERING CORP. CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 MIAMI, January 6, 2009 PERMIT No. Mr. Brian CLIENT: OASIS BUILDERS: 9380 Calliandra Drive Boynton Beach, Fl 33436 PROPERTY ADDRESS: Residential Roof @ 526 NE 97 Street Miami Shores, FL 33138 TILE TYPE/ATTACHMENT: Flat concrete roof tile polyfoam set Inspected By: PB Testing Equipment Humboldt Scale Model H-4620 The test results pry here reflect the contrition of the roof system at the time of the test These results are time and sample dependent since roofcondition are continuously changing due to the exposure to the element and rooftop traffic. Test No. Test Location Field Uplift Pull Test Test Result 01-68 Field See Sketch Below > Than 35 LBS Passed 69-80 Comer See Sketch Below > Than 35 LBS Passed 81-94 Perimeter See Sketch Below > Than 35 LBS Passed 95-100 Ridge caps See Sketch Below > Than 35 LBS Passed ROOF TILE UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS -106 Sincerely yours, 79 82 81 7 5 4 2 100 10 99 9 12 13 I6 15 78 84 83 69 94 68 67 60 61 59 51 52 33 0 34 41 40 !2 43 76 � '[ pp.p}� , S" , . 1591.4,v4,— YY sain ":.l:' -, i ; • DYNA H ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 50 SWUM/ Immummtimudir ROOF SKETCH 58 49 93 92 70 66 65 62 63 64 57 56 53 54 55 3S 96 36 `5 37 39 39 44 45 46 48 47 85 75 Shaded area was not tested mat Roof). 71 91 90 72 29 28 31 32 23 26 27 17 1 18 1 19 21 20 23 24 TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING N I 750 West 84 Street, Hialeah, FL 33014 -3618 o Phone (305) 828 -7499 ° Fax (305) 828 -9598 • Inspection Date: December 31, 2008 Inspector: Rodriguez, Jorge Owner: SAGE, JAMES Job Address: 526 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: OASIS BUILDERS LLC Building Department Comments Tuesday, December 30, 2008 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: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060171530 Phone: (561)733 -3756 Page 1 of 1 Passed Ae, Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until • Inspection Date: December 31, 2008 Inspector: Rodriguez, Jorge Owner: SAGE, JAMES Job Address: 526 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: OASIS BUILDERS LLC Building Department Comments Tuesday, December 30, 2008 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: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060171530 Phone: (561)733 -3756 Page 1 of 1 Inspection Date: December 17, 2008 Inspector: Rodriguez, Jorge Owner: SAGE, JAMES Job Address: 526 97 Street NE Project: <NONE> Miami Shores, FL 33138- Contractor: OASIS BUILDERS LLC Building Department Comments Tuesday, December 16, 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: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060171530 Lot: Phone: (561)733 -3756 Page 1 of 1 Infractio Passed Comments TIN CAP SPACEING False Passed Inspector Comments cc 1'y Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: December 17, 2008 Inspector: Rodriguez, Jorge Owner: SAGE, JAMES Job Address: 526 97 Street NE Project: <NONE> Miami Shores, FL 33138- Contractor: OASIS BUILDERS LLC Building Department Comments Tuesday, December 16, 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: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060171530 Lot: Phone: (561)733 -3756 Page 1 of 1 Inspection Date: December 17, 2008 Inspector: Rodriguez, Jorge Owner: SAGE, JAMES Job Address: 526 97 Street NE Project: <NONE> Miami Shores, FL 33138- Contractor: OASIS BUILDERS LLC Building Department Comments Tuesday, December 16, 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 1132060171530 Lot: Phone: (561)733 -3756 Page 1 of 1 Passed Inspector Comments CC Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: December 17, 2008 Inspector: Rodriguez, Jorge Owner: SAGE, JAMES Job Address: 526 97 Street NE Project: <NONE> Miami Shores, FL 33138- Contractor: OASIS BUILDERS LLC Building Department Comments Tuesday, December 16, 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 1132060171530 Lot: Phone: (561)733 -3756 Page 1 of 1 Inspection Date: December 30, 2008 Inspector: Rodriguez, Jorge Owner: SAGE, JAMES Job Address: 526 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: OASIS BUILDERS LLC Building Department Comments Tuesday, December 30, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 o Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060171530 Phone: (561)733 -3756 Page 1 of 1 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP 101602. CC no workers on site jr12/23/08 Upp -- 4- L °tea"• t_®��5 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: December 30, 2008 Inspector: Rodriguez, Jorge Owner: SAGE, JAMES Job Address: 526 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: OASIS BUILDERS LLC Building Department Comments Tuesday, December 30, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 o Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060171530 Phone: (561)733 -3756 Page 1 of 1 e 41 8 -D ) This Ins ment Pre.ared By: Name CP . 1, re Address ■ ;1 i1'' Inifraili a 2+ .' / - Permit No. 2. General improvement description Of improvemen (1 . ^� - m i 6. Lender a. Name and address: b. Phone number authority, ...e.g. officer, trustee, attomey in fact) for behalf of whom instrument was executed). NOTARY PUBLIC-STATE OF FLORIDA Brian K. Burke Commission # DO5494 My Comm. Expires: 05/08/2010 s3 CFN 2OOERO993517 OR RECORDED 12/11/2008 HARVEY RUVIH CLERK LAST PAGE NOTICE OF COMMENCEMENT 3. Owner information a. Name and address: J rx 54 if, A' ft' 7"c-a b. Interest in property:,, c. Name and address of fee simple titleholder (if other than owner): 4. Contractor. a. Name and address: 11 Ail /o //7/ N«i b. Phone number 5 , 75J 37 r4 5. Surety a. Name and address: b. Amount of bond $ c. Phone number. 1111111 1111111111 1i1 1 1 1111111111 1 1111 1111 1111 BY 26681 Ps 4301; (fps) 12 :28:07 OF COURT, flIAtI -DADE COUNTY? FLORIDA STATE OF FC.. l p COUNTY OF f�h.:cc `.,,. ''V1 THE UNDERSIGNED hereby gives notice that improvement 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. Description of prqperty: (legal description of property, and street address if available) /Ks e -0.: s� .o.^er 5c 7' . /J /S /y `at ( me. R /I( fp 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number. 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 7.13.13(1)(b), Florida Statutes: a. Name and address: b. Phone number. Slgnatu of Owner or • Pa = Manager Signatory's Title/Office The foregoing Instrument was acknowledged before me this / day of De.- e..e.L i— 2 -04 7 (year) 4 by Ivt. 're‘e P.-aa (name of person) as Under penalties of perjury, I declare that I have read the foregoing and that the knowledge and belief. I Person Signing Abov Tax Folio No. //- 3 `G 1 7 - /5 f e . 6 /yg 97 1 1- A - S Jet 44-- c7 f � v Y v � .�.. Ae_ 33y 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK,OR RECORDING YOUR NOTICE OF COMMENCEMENT. er's A j•f -''ed Officer/Dire nnrcer m. - Reco (type of (name of party on Sig' Notary Public - Stet 6 Florida Print, Type, or Stamp Commissioned Name of Notary Public Commission Number Personally Known N or Produced Identification Verification Pursuant to Section 92.525. Florida Statutes stated 1 . it are true to the best of my 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 u'109k ( BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) 3u S7 Sc, 4 ,i Jir 77eeo Phone # Owner's Address 5 ., , AJ E q7 City rh o b JS L 5 State /Z' L Job Address (where the work is being done) City Miami Shores Villa e County FOLIO / PARCEL # 11" 32- • &17 - ,5,30 Is Building Historically Designated YES Contractor's Company Name Oasis 3 a, / ys Contractor's Address /1 7/ A/1,o /e a C7 Value of Work For this Permit $ 2 V 3 8 c2Q Type of Work: ['Addition ['Alteration ['New Describe Work: Ricci / i Miami Shores Village Building Department 5 ?75i NO Master Permit No. Plumbing Mechanical zip 33138 Tenant/Lessee Name Phone # Miami -Dade Zip 33/3 City � ®® State /c Zip 33 V 2 Qua lifier Name AA C ( C_ aL/ 8 1 -c. , Phone # State Certificate or Registration No. Cee / 3.2.. 7 g o 5 Certificate of Competency No. C4c /s, i 9 z.. Architect/Engineer's Name (if applicable) Phone # '786 - ryv - 9f0z Phone # 5 /- 733 3732 Square / Linear Footage Of Work: 42O?7 E '� *, **** ** * * * ** * * ** ** * ** * * ** ** * ** * * * * ** F ** * * ** * * **** * * * * * * * *** * * * * ** * ** � � 1 S � ' x . �...i �� < J Submittal Fee $ Permit Fee $ , CCF $ Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side - _77/17 �Au CE 0 5 2,� d:og8 BY: .soo..- .r..e... Permit No A O -90(6 0 Roofing 5-G/' 733 — 37,5 - � � ,, R pp epair/Replace [' Demolition /. 6 e„ , Dot i 0 ofevA rs L Co7CC Technology Fee $ Zoning $ 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 A14141DAVIT: 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 a, roved and a reinspection fee will be charged. Sign. - r� Signature Owner or Agent Contractor The foregoing instrument was acknowle = : efore me this / The foregoing instrument was acknowledged before me this day of Z --c , 200% by Jei.i-/ -- 77ec , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Brian K. Burke Commission # DD549469 day of 20 4 1 5 , by /.cc Qc... Cap, who is rsonally wn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: - Bri3n K. Burke My Co I =!'!! ,r it ;siott # 0D549469 r Plans Examiner Engineer Zoning GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS Date Client Project Address Project Info: H = 14' L = 37' W= 17' Parapet Wall: < 3' A O ' alara MINIM : NO M111111 DYNATECH ENGINEERING CORP. : December 4, 2008 : OASIS BUILDERS : Existing Building @ : 526 NE 97 Street, Miami Shores, FL. ASCE 7 -02 DESIGN PRESSURE CALCULATIONS Exposure: C Category : II Slope : < 7° Basic Windspeed V =146 MHP Importance Factor I =1.00 K 0.85 Kd= 1.0 Ktz=1.0 Design Calculations: Velocity Pressure: q = 0.00256 (0.85) (1) (1) (146) (1.0) = 46.4 PSF Width of Pressure Coefficient: 0.1 (17') =1.7' 0.4 (14') =5.6') use 3' -O" Approximate Tributary Roof Area: <10 Sq. Ft. For parapet height 3' or larger zone 3 & 4 can be treated as zone 2 (ASCE 7 -02) TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING 750 West 84 Street, Hialeah, FL 33014 -3618 o Phone (305) 828 -7499 ® Fax (305) 828 -9598 Page No. 2 526 NE 97 Street, Miami Shores, FL. External Pressure Coefficient: Design Pressures: 1) GCP1 = -1.0 2) GCP2 = -1.8 3) GCP3 = -2.8 1) Field ▪ P1= 46.4 ( -1.0) = -47 PSF 2) Perimeter ▪ P2= 46.4 ( -1.8) = -84 PSF 3) Corners P3= 46.4 ( -2.8) = -130 PSF Attachment Requirements: Based on N.O.A. # 07- 0212.03 page 4 of 8; the following are our recommended fastening pattern: Field: 6" o.c. @ laps and 3 staggered rows 6" o.c. Perimeter: 6" o.c. @ laps and 4 staggered rows 6" o.c. Corners: 6" o.c. @ laps and 5 staggered rows 6" o.c. Page No. 3 526 NE 97 Street, Miami Shores, FL. Notes: ▪ Corners, extended corners and perimeter area dimension shall not be less than a= 3' -0 ". All work shall be in compliance with the local building code, product control notice of acceptance and manufacturer Specifications and Florida Building Code. ▪ Wind load calculations are based on ASCE 7 -02 and information provided by client. Roof uplift capacity shall be verified in compliance with Florida Building Code Protocol TAS -124. (when applicable). All work shall be conducted under the supervision of our field engineer or City Inspector to verify compliance with specifications. In the event of exposed ceilings; the engineer must be notified to verify applicability of fastening pattern and penetration. Sincerely yours, Wissam aamani, P. E. DYNATECH ENGINEERING CORP. Engineer Florida Reg. No. 39584 Special Inspector No. 757 WN /sk PERMIT #: a ; C Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT ' , 1C,dv. SUBJECT TO COMPLIANCE WITH ALL STATE AND COUNTY RULES AND REGULATIONS FEDERAL w 9 sw 1., e fee BY: INFORMATION FOR ROOF • Application • 2 copies Appendix F • 2 copies Appendix E • 2 copies Product Control Approval • 2 copies Polyfoam Adhesive 1 Is 1 • NOC when picking up permit BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 - 2382 TELEPHONE: (305) 795 -2204 FAX: (305) 756 -8972 gmorWito 14i Requlrtid: .Scoots ofi to •Por 01fOtttiOnSon Aitltilim =ROW=1 'SJ t :Wslow . I ►V'Siggio *potic loon :5ront o ' oocifieilifstt€t t:. Clas pften Spoolflo;Sy.stetn. Limitations Genr=ral:L #otitaOna :ApribottbiO betail.lirawi q .. 1.2;310.60 Pre Iltaighte @3i S11! . AjtO -4sW toptifttlialtilifloi AAA • f3iNoot :liffIttiicath.gn for ainn:G.i tsid ns (Roma . 4: .t ` 7.. my l ulrod :Roof Y •ting1!.C*itcutatrop - - 4rre u.rtr(3s'r atl0,11 I:1 s itin 1 ;4 ; ;1 Wood: sii iorer4 :.0#a`i . &,a,0 T p 1 { Y G 4104434,00 SECTION R4402.14 HIGH - VELOCITY HURRICANE ZONES — UNIFORM PERMIT APPLICATION INSTRUCTION RAGE COMPLETE TIE NEGESSAR, SECTIONS OF THE UNIFORM IFOR if F PERMIT /RPLL1AtION FORM AND MIAMI THE REWORD DOZUMENTS.AS .NCITED BELOW ATTACHMENTS. R Qt 4i D.. HIGH- VELOCITY HURRICANE ZONES Vic. tp:t Ed Coderfi on :2f Htg}11lel yHurdqule..o a1Jaitgnn fAppUti _fa t}1. FLORIDA BUILDING CODE — RESIDENTIAL 44.19 fitrelltTecfo►:y Lletitk .I ga s 1 . . :5ront o ' oocifieilifstt€t t:. Clas pften Spoolflo;Sy.stetn. Limitations Genr=ral:L #otitaOna :ApribottbiO betail.lirawi .. Design Calculations pe Section R4403, or If Applicable, RAS 121 or RAS 128 . Clht§r-CoitypaitintRnsittlagt X itcito ral _ 'M 1riiidI T R n 1tApplioAtion • f3iNoot :liffIttiicath.gn for ainn:G.i tsid ns (Roma . lai! 7.. my l ulrod :Roof Y •ting1!.C*itcutatrop - - 4rre u.rtr(3s'r atl0,11 SECTION R4402.14 HIGH - VELOCITY HURRICANE ZONES — UNIFORM PERMIT APPLICATION INSTRUCTION RAGE COMPLETE TIE NEGESSAR, SECTIONS OF THE UNIFORM IFOR if F PERMIT /RPLL1AtION FORM AND MIAMI THE REWORD DOZUMENTS.AS .NCITED BELOW ATTACHMENTS. R Qt 4i D.. HIGH- VELOCITY HURRICANE ZONES Vic. tp:t Ed Coderfi on :2f Htg}11lel yHurdqule..o a1Jaitgnn fAppUti _fa t}1. FLORIDA BUILDING CODE — RESIDENTIAL 44.19 High Velocity Hurricane Zone Uniform Roofing Permit Application Form Master No. Section A (General Information) Process No. • Contractor's Name: y'tf Job Ad tlress: 51_ 6 iv [ 7 S • Roof Category Low Slope Mechanically Fastened Tile X'Mort r /Adhesive Set Tile _Asphaltic Shingles —Metal Panel/Shingles —Wood Shingles /Shakes — Prescriptive BUR•RAS 150 ..,oilier: , Roof Type New i.vu, .,L Re- Roofing ,._Recovering Repair Maintenance Are there Gas Vent Slacks located on the roof? _Yes °X(No Roof System Information Low slope roof area (ft. . 5 ? Steep Sloped area (ft.') 4 Section B Roof Plan • Total (ft.') 4 SO If yes, what type?..._' Natural _LPGX Sketch Roof Plan: Illustrate all levels and sections, roof dretne, scuppers, overflow scuppers and overflow drains. Include dimensions of secilons and levels, clearly Identify dimensions of elevated pressure zoned and location of parapets. Perimeter WIdth (aa' Corner Size (a' r a'I• ■■UIIU■UIII UIIII■IUl1 UNONUIll MM UM UMOMMEM■UNOMMINUM iill.Ui ■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■® ■■ ■■ ■O■ ■M■■■M■E■■■MMO ■E■ ■■O ■■MEMO■ EEO■■ ■ ■ ■■■■MOMO ■■ MME■■■■■■ M■ ■ ■ ■■M■ ■■ ■■ ■■■M ■M■■■■ ■ ■■■ ■ ■■ ■ ■O■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■MUE■ ■MUM■■ ■M■■ ■■MOM ■M■■ ■ME■ ■■ ■■ MM■MM ■MMMO■ ■M■ ■■■ ■OM■■■ ■■■O■ ■■■■MEMO■■■■■ ■m ■MME■O ■MO■OO■EM■ M■ ■■MM■■■■■■■■■■■■■M■M■ X11►:■ : ■M■■ummu■■M■E■■ ■■■■■■■MM■■■■■ ■■M■MO■■■■■■M■■M■MMMM■EM■.i UMMEM ■■■M■MMM■MIU MM■■■■M■M■MM■ ■■■ ■E■■ ■■■■■■P■■■■■■. ■■■..'s:■m■■■■■■■■■■■■■■■■■■■■ ■■■■MM■■■■ ■MOMM Eiji■■■■■■■ ■EEEaiuLIWAM■■EM■M■■■E.■■■ME■■■ ■■■■■ME■■MM■ MOMMEMO O■ ■P! ■'■UAMMENIWAM■ ■M■ ■M■ ■■ ■MOO■ ■ME■ MMO■■■ ■■E■iniN M■■ME ■■E■ rdIri ■ ■r, :■■ ■1 ■ ■■O i ■■■■MM■ ■O ■ ■■■M■■■■■■ ■■ ■ ■ ■M■■ ■MILE! [I■ ■ ■■ ■ ■■■ IMIAGf1 ■O ■MI ■ ■11G i7■ ■■OE ■M■ ■■M■MM ■MO ■M■ ■ ■M ■■M ■ ■■■■ ■■Y ■■■ ■ ■OE■M ■■ ■O ■ ■■■■ ■iii ■[UM ■ ■ ■ ■■■■M■■■■ ■M■■ ■O■■ ■■■■■■ E■■■■■■ J■■ M■■■■■■■■■■■■ ■■■inknmm■ ■■■■■■ ■M■ ■ ■ ■ ■M■■ ■ ■ ■■ ■MEMO■ ■f ■ ■ ■1SR ■" immaimmaillIMMOMMEMMIMMEMMEMOMM Mai■■ AMMO■ EU M■■■■■■■■■■■ E ■■ ■ ■ ■ ■ ■ ■ ■ ■i■ ■ ■ ■ ■i■i ■■ ■ ■ ■ ■ ■ ■ ■■ ■M■■MEM■■■ OEM■■■■■ ■O■ ■M■ ■■ MM ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■■ ■M■ ■ ■ ■■ ■ ■■ ■■■■■■■ ■ O■■■■■■■■■■ O■■■■■■■■■■■ M. M■■ ■ ■■■■ ■■ ■ ■■ ■ ■■ ■■ ■M■ ■ ■■ ■ ■■M■ ■M■■■ ■■ M■■■■■■ M■■ M■■■■■ O■ MEMEM OMM ■■■■ ■M■ ■M■ ■ ■ ■ ■■■M■■ ■O■■ ■■ ■■■ ■ ■■ ■■■■■■■■■■■■■■■ M■■■■■■■■■■■■ ■■■■ ■ ■■ ■■O■■■■■■■■■ ■MOMMEM ■O■■■ ■■M■■■■■■■■■ O■■ M■■ E■ ■■ ■OM ■ ■MO ■ ■■ ■E ■■ ■O ■■■■ ■OM ■ ■ ■M ■■ ■ ■MO■ ■■ ■ O■■■■■■■■■■ O■■■■■■■■■■■■■■■■ M ■■■ ■■ ■ ■O ■O■ ■■■■■ ■I ■t^ ■7■■■■■■■ I ■ MOM■■■M MMMr '! ■ ■■ ■MI■MREM■ ■MMMM■ ■OMta�■in�- ■:]uO■■■■■■■ Nalimmummimmritu,: rr.ammmmmmo<M■M■M■■ ■ ■O■ ■M ■ ■ ■MMMiMIIIIAhA ■M■■■■■ ( V 7 ■■■■■ A■■■■■■■■■■■■■■■■■M■■■ ■■■■ ■■ ■ ■OMMOMME■■ ■II■■■■■■ ■MM■■ OIO ■■■iMn■R11■M ■■■■■■■■NIMMU■■M■■■■ ■■■■M ■■■■■■■■■I I■■■■■■■■■■■ ■M ■ ■ ■APIAMA ■ ■ ■ ■■■ ■ ■ ■ ■IEMERC itiilr1■■ ■ ■ ■■ ■ ■MO■■■■■■■ ■I I■■ ■ ■■ ■ ■ ■M■■ ■■■■■■ tt 1 ■■■■■ O■■■■■■■ WARSAAM■ M ■■■■■■■ ■ ■M ■■■■M■■ ■I1■■ ■M■■■■■ ■■ ■■■■■■■■■■■■ Ou■■ O■■■■■■■■■■■■ ■■ ■■M■ ■ ■O■■■■■ ■■■ ■11■■ ■M■■ ■MO■■ ■ IRMOMM■■■ ■ ■ ■O■■ ■■■■ ■■■■■M■■ ■■■ ■■ ■ ■M■■ ■M■ J■ ■O■ ■ ■ ■M■ ■■ ■■ ■■■!!CIA ■■■■■ ■■■■■M ■ ■ ■■■[III•,'J■ ■MM■■ ■MM■ ■i ■ ■I.t1 ■7■■ ■■■■ ■■■ ■ ■M■■ ■■■■■■ ASOMM■■ ■■ ■M■ ■E■■ ■E ■f1FI M■ ■ ■■ ■M■!°■ ■ ■■■! SOMM ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■ ■■ MM■ NOW NIM■■■ OMMEM ■M■MEMM■EE■ ■E■■MI■MEM■OM■ ■M ■M■■■■■ ■E ■M■ ■■■■ ■■■■M■ ME■E■■■■ O■■ M■■ EM■ ■■■■M■■■■■MMM■■■C■■■ ■■■■■■■■■ ■M ■■ MIMM■■■■■..■■.MUM M■ ■ ■ ■■■MMUMM■■■■■...■■■■UMMO■■■■. • ineuhallon Base Layer.. D-04 06-4. Rat Baseiths eistonerr • Mt Taplesalfiltedl.ayer.. 4.4- Ttni. leeetalkeiSlikartiVrtifaknead: p d/ /e. rigrlaaultillate pot. en &ROI tiliateria tifixe.them*&;mo,oply(s): Saegg". Aid toradefog,F..tipteiffocingiurmawrit A eZ 0 17 PlySheat(ejaiNeairrly(6)1 f--916 PWriftiattiMtlilltfriktt rat 5c..4. 0 5 <7 j0.-14/4 —60 cL Tesmy Ofitiditre:rist 7 , . torreeity-- HIGH-VELOCITY HURRICANE ZONES florid4 1tn fleitialotity VerintAPPretiiiroFerm- Settkill'P'41APV41408441, • Magni* S*6144 feitlinthitiMido Mot/ Fill- liAmcifie.RearAimartiblit CienIPOnentP and ititnIXOlaiiiifieliefir Aftadmient gastoftipaininfimittitugifdilatitaraeNA1 tx:310:00Pitows.. 3 f s 5 Q.0,0 CAA pooffreter 2-tolgaigRo,x8.Y., bleA-No2 . . 07 -0 to- . a3 Qer40 FtentgAS Nt#11130F0f ketail.liemPlair411104104011 41 4 1 1 0 6 *** 7 *woo- ti-D poi* Omer .1 OstUAVI§ 5 04 ttc kuptajosigiveressurs. #rorn:the:Spatitii0NON !I _ . Mold - 0 41 P§filmetkirturnet 4 0 5e-it evs-a• g aYgJear. illystrato:CIORIO204**410 Typa: LA 'T Ift .4 1%-xt mains **AtoriA44:- Vitggpis •dlittig;.. Ete leminition, citawilittkneso: Vef ,, .3610iiig Fflabiffrig, .tottilitiettg Oka Oatit Sleixt: t h 4 . J4p awe MehInV, 'MOW- Rashhib, i5 ii/o, 826. "mahotiEitt*sheeetwo,AA REA*, 4 6,-1., 4 '7' ,..b : Wan itridf lii3i" Pivlipetaleight, 41e1EINI, Of 13MA -Mashing,. Corepptient masa, M lelateri41 Tilleknesq, POteper Type; Fastener -Aepolliase: . tL=v *twig - or Sittilitft AnatitfukswEitittills that gtiti#OWRAS 1114a41-1111aWsr 16. Ramat Hr.iaht liteen Rgat lioiglit iok FLORIDA BUILDING CODE — RESIDENTIAL 44.21 . . Root Systetn-iiittnuftibturer; A Lt pt -1. e....... k 7: . Product Approval Number: 0 ' 0 7.//, 03' .. 11111rtitmun Design Iiiiind:Proegures, 1LApplIbI (riont 5 p . maxklianl Detion Pressure Produet Approval Specific System: 11 'I? • q Methof tie attachment fil) ( Xr.)01., owl / 40.e4 A ' ,,,, , . .. HIGH-VELOCITY HURRICANE ZONES . , . Florida Building Code Edition 2604 _ HAleattylistricaneZonetime Preltippileallisaons: 1 Section Rent :12. 1 pteep Stcomi fkgof 4y.stem Descriplicm - DeditType .ye LInderiayment -In sulation. RIdg VentliatienT Moan Roof Height: 30 fife ttanier fj---5 3 Faiitener Type St:Spacing: '/ce " A-5 e 2, Adhesive Type: AL Is /5 pa Cap Sheet Roof Devoting: 70-4e--4) C-01( cl 7:4) Type Size Drip eiSei 4.04.110- Florida &Aiding Coda:Edition 2004 High Veloefly.Hvalcane:Z000ldoliarm-Parrnit•Opileatiou Form. Section E (Tile Calculatipm) For Moment bast systentsi choose either Methofl 1 or 2,. Compared the:values for Mwilh •the valu-es' from INYfr..1.f the wi val um are - greater than or-equal to the values, for eaeharea sorthe the tileattaehment method is:acceptable. Methea 1 "Moonlit Based Tile CelenialioniSer RAS 121" ;313.---..-K33 NI; -17y s Product Approval M; it? r 7.51X 3324. 7.79 =lil q.5 Product Approval 1 37, Z3'- M -- .1%, 24 Product Approval MI. ft r 9 Method. tipit.Per ltaquiretillomettt otlIcesistanee (M)Zoo Table gelow 3 • V' Product Approval M, - 113. *Must be used to eertquaqtion tbali 'Ofmkoment.'4ase4: 00.-55tateutaltaudomad'brtIze .11rolvard CottxtV Boards ofittitas For Uplift based tile systems It5e'.1Viatitud compared...thervalueEfor F' with4he willies :air-L.:It titp values 11.re the F .values, for Poll Ivrea. of the Er.rgpf,tb.en tkelilwaltsulimsetttquethcoa isateeptable. InethOd :Based:nit Caleuhrtiotts:Bek R IV" x ) -W: c0s•A; ) - • 71 1 7 14 :.)t, COS 13;' F HIGH-VELOCITY HURRICANE ZONES Product Approval F' Product Approval F' Product Approval F' FLORIDA BUILDING CODE — RESIDENTIAL 44.23 - the jte;OlitaittWarinilitioa SYMI-0 . Where. to find Dosarip - .to • Desiga:Pros.evro• P.I or 1.or73 RAS'127 Talliii$ preparrAli , :liE (mud oti.ASCE . 7 . MouttRor50.1eight H 9 ..1614:$ite 40:Site • It 'of 'Moo .Aerod rulrnioMtiltipt ter.. :344 Product Approval . . Acstorin . .M0Prord:doc . 1.0.:CirWil.k 1'4 ' Product Approval Attitabolubt Resistance. ..1vIr . • • Product Approval X:;algulared .R.Cgdirc4 Ivfoftient Rat:WO& .. . t! r ' -Minimum tkosigance . F' . Product Approval . • • :Calculated . _. . . .. . ..: Mbisl§tanot Averne1iIeWti4It1 3%8 • - Product Approval Product A priroval • ________ TifelNuronsiont . -* lentil vp All:calyt I u.riop4.-roxt lio to tii&Buildin. Offi ern.. . Florida &Aiding Coda:Edition 2004 High Veloefly.Hvalcane:Z000ldoliarm-Parrnit•Opileatiou Form. Section E (Tile Calculatipm) For Moment bast systentsi choose either Methofl 1 or 2,. Compared the:values for Mwilh •the valu-es' from INYfr..1.f the wi val um are - greater than or-equal to the values, for eaeharea sorthe the tileattaehment method is:acceptable. Methea 1 "Moonlit Based Tile CelenialioniSer RAS 121" ;313.---..-K33 NI; -17y s Product Approval M; it? r 7.51X 3324. 7.79 =lil q.5 Product Approval 1 37, Z3'- M -- .1%, 24 Product Approval MI. ft r 9 Method. tipit.Per ltaquiretillomettt otlIcesistanee (M)Zoo Table gelow 3 • V' Product Approval M, - 113. *Must be used to eertquaqtion tbali 'Ofmkoment.'4ase4: 00.-55tateutaltaudomad'brtIze .11rolvard CottxtV Boards ofittitas For Uplift based tile systems It5e'.1Viatitud compared...thervalueEfor F' with4he willies :air-L.:It titp values 11.re the F .values, for Poll Ivrea. of the Er.rgpf,tb.en tkelilwaltsulimsetttquethcoa isateeptable. InethOd :Based:nit Caleuhrtiotts:Bek R IV" x ) -W: c0s•A; ) - • 71 1 7 14 :.)t, COS 13;' F HIGH-VELOCITY HURRICANE ZONES Product Approval F' Product Approval F' Product Approval F' FLORIDA BUILDING CODE — RESIDENTIAL 44.23 rit • • wain Roi,itietoht Root•$lapa .4 —)10- 15' 20 25' Str .40' 212 :344 .86.$ .34;:.4 • 38,2 381,0 397t • 3i.:4 - . . 42.2 36:8 42 324. 4d2 '304 32.2 3%8 VIII 37.3 coo MIA . .30:1 - .316 44.0 204 Irke • 2DA 10.13. =4 ... . MO . 271 'Igi2 ._ 40.0 . Florida &Aiding Coda:Edition 2004 High Veloefly.Hvalcane:Z000ldoliarm-Parrnit•Opileatiou Form. Section E (Tile Calculatipm) For Moment bast systentsi choose either Methofl 1 or 2,. Compared the:values for Mwilh •the valu-es' from INYfr..1.f the wi val um are - greater than or-equal to the values, for eaeharea sorthe the tileattaehment method is:acceptable. Methea 1 "Moonlit Based Tile CelenialioniSer RAS 121" ;313.---..-K33 NI; -17y s Product Approval M; it? r 7.51X 3324. 7.79 =lil q.5 Product Approval 1 37, Z3'- M -- .1%, 24 Product Approval MI. ft r 9 Method. tipit.Per ltaquiretillomettt otlIcesistanee (M)Zoo Table gelow 3 • V' Product Approval M, - 113. *Must be used to eertquaqtion tbali 'Ofmkoment.'4ase4: 00.-55tateutaltaudomad'brtIze .11rolvard CottxtV Boards ofittitas For Uplift based tile systems It5e'.1Viatitud compared...thervalueEfor F' with4he willies :air-L.:It titp values 11.re the F .values, for Poll Ivrea. of the Er.rgpf,tb.en tkelilwaltsulimsetttquethcoa isateeptable. InethOd :Based:nit Caleuhrtiotts:Bek R IV" x ) -W: c0s•A; ) - • 71 1 7 14 :.)t, COS 13;' F HIGH-VELOCITY HURRICANE ZONES Product Approval F' Product Approval F' Product Approval F' FLORIDA BUILDING CODE — RESIDENTIAL 44.23 SECTION 84402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing 'system installations. Additionally, the following items should be addressed as part of the agreementbetween the owner ant the contractor. The owner's initial in the designated space indicates -that the item' has been explained. ;4 41 Aesthetics - Workmanship: the worlcmanship provisions of Section R4402 ar • the purpose of providing that the roof system meets the wind resistance and water nstruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as.color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreemen een the owner and the contractor. 0 �• Renailing wood decks: When replacing roofing, the existing wood roof decl' have t• • e renailed in accordance with the °urgent provisions of Section R4403. (The �,. of deck is usually concealed prior to removing the existing roof system). Common roofs: Common roofs are those which have no visible delineation een n. ghboring units (Le., townhouses, condominiums, etc.) In buildings with mmon roofs, the roofing contractor and/or owner should notify the occupants of adjacen units of roofing to be performed. Exposed Ceiling: Exposed open beam ceilings are where the underside of the of decking can be viewed from below. The owner may wish to maintain the architectural ppearance; th efore, roofing nail penetration of the underside of the decking may not be eptable. ► e provides the option of maintaining the appearance. onding water: The current roof system and/or deck of the building may not we 'd may cause water to pond (accumulate) in low -lying areas of the roof. ending 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 roofin system i re .ved. Ponding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flow off so the •1 o. overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be nec: sary to install overflow scuppers in accordance with the requirements of ections 4402, R4403 and R4413. Ventilation: Most roof structures should have some ability to vent natural airflow ough the interior of the structure 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 life of ontractor Signature Date BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MonierLifetile, LLC 200 Story Road Lake Wales, FL 33853 MIAMIMADE 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 (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 hall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 07- 0228.03 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 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 MonierLifetile LLC Saxony 900 Trim Pieces 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. Roofing Flat Profile Roofing Tiles Concrete Dimensions 1 =17" w = 13" 1 -5/32" thick Slate 1- 9/32" thick Shake & Split Shake 1= varies w = varies varying thickness Test Identifier 7161 -03 Appendix III 94-084 94-060A 25- 7183 -6 25- 7183 -5 Test Specifications TAS 112 TAS 112 Product Descr iption Flat profile, interlocking, high- pressure extruded concrete roof tile equipped with two 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 Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Static Uplift Testing May 1994 PA 101 (Mortar Set) Static Uplift Testing March, 1994 PA 101 (Adhesive Set) Static Uplift Testing Feb. 1995 PA 102 (2 Quik Drive Screws, Direct Deck) Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, Battens) NOA No.: 07-0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page2of7 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 Agency Test Identifier 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 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/Revort 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 Static Uplift Testing PA 101 Static Uplift Testing PA 101 25 -7094 25 -7496 25-7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Date March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 January 2007 April 1999 February 2007 January 2007 NOA No.: 07- 0711.03 Expiration Date: 04126/12 Approval Date: 09/07/07 Page 3 of 7 Table 3: Restoring 3 "•12" Moments due 4° :12" to Gravity - M 5 ":12" (ft-Ibf) 6 "•12" 7 ":12" or greater Tile Profile 2 ":12" Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 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 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 NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 4 of 7 Table 2: Aerodynamic Multipliers - A (ft) Tile k (ft) A (ft Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake 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 NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Nail -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 (Feld 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 Mr (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive 31.3 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 - Mt (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monierlitetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyProh 118.9' Polyfoam PolyProTm 40.4 3 Large paddy placement of 45 grams of PolyProT". 4 Medium paddy placement of 24 grams of PolyProTm. Table 5B: Attachment Resistance Expressed as a Moment - M1(ft Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetite Saxony 900 Slate, Shake & Split Shake Mortar Set' 43.9' 5. Tile -rite Roof Tile Mortar NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 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 ". 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. MONIE1iLIFETI E LLC, SAXONY 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE PROFILE DRAWING WATERLOCK MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) NOA No.: 07- 0711.03 Expiration Date: 04/26112 Approval Date: 09/07/07 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.: 07-0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 7 of 7 MIA M NDAD>= BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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 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® 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 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 NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge 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: Sub Category: Materials: SCOPE: This approves Polypro® A11160 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 Polypro® 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 Test Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF 1000 ProPack® 30 & 100 PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Roofing Roof tile adhesive Polyurethane N/A N/A Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 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. Results 1.61bs. /ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI 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., 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 Assembly for fire 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 RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile 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` F ', = 12 MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, 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® 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® AH160 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 Roofing 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 RTFI000 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. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® A11160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® 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 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 END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 MIAMI' BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Tamko Building Products, Inc— P.O. Box 1404 Joplin, MO 64802 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, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: TAMKO Modified Bitumen Roof System Over Wood Decks 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 NOA renews NOA #04- 0506.03 and consists of pages 1 through 19. The submitted documentation was reviewed by Alex Tigera. MI ANII -DADE COUNTY, FLORIDA METRO -ITADE FL AGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130463 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 07- 0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 ROOFING SYSTEM APPROVAL Categorv: Sub-Categorv: Deck Tvpe: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimensions Awaplan 170 FR Roll weight: 98 lbs.; 33' 11" x 39 31 a Awaplan 170 Roll weight: 98 lbs.; 33' 11" x 39 3/" 8 Awaplan Heat Roll weight: 96 Welding"' lbs.; 25' 5" x 39 3 4" Awaplan Premium FRT' Awaplan Premium"' Roll weight: 101 lbs.; 33' 11" x 39 3/ 8 Roll weight: 101 lbs.; 33' 11" x 39 Awaflex Roll weight: 76 lbs; 35.9' x 36" Awaflex FR Roofing SBS /APP, Modified Bitumen Wood -60 psf See General Limitation #1 Roll weight: 76 lbs; 35.9' x 36" Test Specification ASTM D 5147 ASTM D 6164 Type 1, Grade G ASTM D 5147 ASTM D 6164 Type I Grade G ASTM D 5147 ASTM D 6164 Type II Grade G ASTM D 5147 ASTM D 6164 Type II Grade G ASTM D 5147 ASTM D 6164 Type II Grade G ASTM D 5147 ASTM D 5147 Product Description A 180 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules and treated for additional fire resistance. Applied in hot asphalt or cold adhesive. A 180 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive. A 250 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied by torch and also used as a walkway material. A 250 g/m polyester reinforced modified bitumen membrane surfaced with granules. Applied by hot asphalt and also used as a walkway material. A 250 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive, and also used as a walkway material. SBS modified cap sheet constructed with a 155gm/m non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt and surfaced with ceramic granules for UV protection. SBS FR modified cap sheet constructed with a 155gm/m non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt, FR treated, and surfaced with ceramic granules for UV protection. NOA No.: 07- 0111.03 Expiration Date: 05/23/12 Annroval Date: 05/10/07 Membrane Type: SBS Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 " or greater plywood or wood plank System Type: Tile Underlayment, Base Sheet mechanically attached. All General and System Limitations shall apply. Anchor sheet: Tamko No. 30 UL, Type 43 Coated Base, Base -N -Ply®, Vapor- ChanTM, or Versa - BaseTM base sheet applied with a minimum 2" side lap and a minimum 6 "end lap. Base sheet may be applied at a right angle (90°) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. (Optional) One or more plies Tam-Ply 1VTM or Tam -Glass PremiumTM sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. One ply Awaplan PremiumTM, Awaplan 170 , Aw Tamko ASTM Slate Surface or Tamko ASTM Tile Underlayment eet may be applied at a right angle (90°) to the slope of the deck* adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. Cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. *Cap Sheet may also be installed parallel to the slope of the roof (Le. strapping). If membrane or cap sheet is strapped, then anchor sheet and ply sheet must also be strapped. Ply Sheet: Cap Shat: Maximum Design Pressure: Maximum Slope: Refer to Tile Manufacturer's NOA. Must Comply with Roofing Application Standard RAS 118, RAS 119, RAS 120 and Applicable Building Code. NOA No.: 07- 0111.03 Expiration Date: 05/23/12 A nnrnvnl flAtP' 05/111/07 WOOD DECK SYSTEM LIMITATIONS: 1. A slip -sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs.sq. Note: Spot attached systems shall be limited . to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07- 0111.03 Expiration Date: 05/23/12 A nnrnvAl Data! nsn n/m MIAMIMDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sealoflex Waterproofing Systems Inc. 2516 Oscar Johnson Dr. Charleston, SC 29405. 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 (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: Sealoflex Roof System over Wood Deck 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 NOA renews and revises NOA No. 05- 0906.11 and consists of pages 1 through 8. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 0212.03 Expiration Date: 05/02/12 Approval Date: 05 /03/07 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TABLE 1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Sealoflex Pink Sealoflex Finish CoatTM Sealoflex CT PinkTM Sealoflex CT TopTM Sealoflex FabricTM or Sealoflex Deck FabricTM Cemflex Concentrate Metal Etch PrimerTM Sealobond Primer WBTM Sealoment PIusTM Dampseal 101TM Sealoflex ButtergradeTM SealopatchTM Corabase OnepackTM Sealoflex Flashing Grade CoraflexTM Roofmg Liquid Applied Roof Sytems Wood -85 psf See General Limitation #1 Test Dimensions Specification 1 or 5 gal. 1 or 5 gal. 1 or 5 gal. 1 or 5 gal. 1 or 5 gal. 1 or 5 gal. 1 or 5 gal 50# bags 1 gal. or 1 quart kits 1 or 5 gal. 50 lb. bags 50# bags 1 or 5 gal. 1 or 5 gal. TAS 143 TAS 143 Proprietary Proprietary Proprietary TAS 114 Proprietary Proprietary Proprietary Proprietary Proprietary Proprietary Proprietary Proprietary Proprietary 1 or 5 gal. Proprietary Product Description Base liquid coat. Top waterproofmg coating. Solvent borne, foundation coat Solvent borne, single components roof coating. Non -woven polyester reinforcing fabric for use in the Sealoflex roof system. Additive used to produce Cemflex Slurry, a base liquid coat for use over concrete substrates. Primer for all unprotected metal surfaces. Primer for use over painted concrete, wood or steel, or unpainted masonry substrates. Primer for concrete or lightweight concrete Two component epoxy primer for use over concrete Trowellable waterborne paste for surfacing irregular substrates Portland cement based single component thixotropic patching and repair mortar Polymer modified portland cement powder used as a tile adhesive. Trowellable or brushable waterborne paste Liquid applied emulsion coating (available in smooth or non -skid version containing aggregate) for pedestrian traffic surfaces. Liquid applied, water dispursed, resin based coating for pedestrian traffic surfaces. NOA No.: 07- 0212.03 Expiration Date: 05/02/12 Approval Date: 05/03/07 Page 2 of 8 APPROVED FASTENERS: Fastener tener Product 1. # 12 Insulfixx S 2. Olympic HD 3. #14 Dekfast 4. #14 Roofgrip Description TABLE 2 Steel, Tuff -Tite (black or purple) Carbon Steel, CR -10 or Answer Coating (black) Carbon Steel, Sentri (black) Carbonsteel, SPEX (black) or Climaseal (blue) EVIDENCE SUBMITTED: Test Agency Test Identifier Dynatech Engineering 4211 - 12.94 -2 Corp. 4213.04.95 -1 Exterior Research & #7050.02.96 -1 Design, LLC. #4210.04.96 -1 #4451.11.95 -1 #4213.07.97 -1 Intertek Testing Services Job No. J97017119 NA, Inc. Celotex Testing Center, MTS Job No. 258211 Inc. 52- 8454- 12 -1 &2 52- 8454 -15 -1 52- 8454 -16 -1 52- 8454 -17 -1 52- 0191 -3 Exterior Research & #4213.09.00-1R Design, LLC. 4234.05.05 4210.06.02 4234.10.05 PRI Asphalt Technologies SOF- 007 -02 -01 Dimensions #12 dia. by 8 in. (203 mm) max length #14 Heavy Duty 1 1 / 4 " to 14 in. (3.2 to 35.6 cm) #14 dia. by 14 in. (356 mm) max length #14 dia.by8 in.(203mm) max length Description TAS 114D TAS 114 H TAS 114H TAS 114 H TAS 114 H TAS 114D UL 790, ASTM E 108 TAS 143 TAS 101 TAS 101 TAS 114 TAS 114 TAS 114 TAS 114 ASTM D6083 Manufacturer (With current NOA) SFS Intec Inc. Olympic Fasteners Contruction Fasteners ITW Buildex Inc. Date 12/18/94 04/01/95 03/01/96 05/28/96 11/14/95 07/15/97 01/12/98 05/20/98 11/24/98 02/23/99 10/25/05 05/04/05 06/17/02 10/20/05 07/14/04 NOA No.: 07- 0212.03 Expiration Date: 05/02/12 Approval Date: 05/03/07 Pave 3 nf R APPROVED ASSEMBLIES: Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A(1): All layers of insulation are adhered to a mechanically attached anchor sheet. Sealoflex System applied. All General and System Limitations Apply One layer of the following insulation. Insulation Fasteners Fastener Insulation Laver (Table 3) Density /ft2 DensDeck or PermaBase N/A N/A Minimum '/" thick Note: All insulation shall be adhered to the anchor sheet in a full mopping of approved asphalt within the EVT range at a rate of 20-40 lbs /100 ft2 or %" to 1" diameter beads of Insta -Stik Roofing Adhesive spaced 6" o.c. or 3" to 3'/z" wide ribbons of 'RESET Roofing Adhesive spaced 6" o.c. Insta -Stik beads or TITESET ribbons shall be placed atop anchor sheet fastener rows Refer to Roofing Application Standard RAS 117 for insulation attachment. Anchor Sheet: PermaPly Sopra -G or other Miami -Dade Approved ASTM D4601, type - - . anically fastened to the deck as described below: Fastening Options: Anchor sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the lap and 6" o.c. in three equally spaced rows in the field of the sheet. Membrane: Sealoflex Pink or Sealoflex CT Pink at 40 ft /gal followed by Sealoflex Fabric or Sealoflex Deck Fabric with 3" overlaps followed by a saturation coat of Sealoflex Pink or Sealoflex CT Pink and, upon drying, two coats of Sealoflex Finish Coat or Sealoflex CT Top at a combined rate of 70 ft /gal. Surfacing: fr J Optional) Apply Wearcoat at a rate of 90 ft /gal or Coraflex at a rate of 20 ft /gal. Maximum Design Pressure: -60.0 psf (See General Limitation #7) NOA No.: 07- 0212.03 Expiration Date: 05/02/12 Approval Date: 05/03/07 Page 4 of 8 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top Layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a mailman' design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No.: 07 -0212.03 Expiration Date: 05/02/12 Approval Date: 05/03/07 POOP. R of R Inspection Date: December 17, 2008 Inspector: Rodriguez, Jorge Owner: SAGE, JAMES Job Address: 526 97 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: OASIS BUILDERS LLC Building Department Comments Tuesday, December 16, 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: Nailing Affidavit Work Classification: Roof - New Phone Number Parcel Number 1132060171530 Lot: Phone: (561)733 -3756 Page 1 of 1 Passed . „ HA Inspector Comments cc Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: December 17, 2008 Inspector: Rodriguez, Jorge Owner: SAGE, JAMES Job Address: 526 97 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: OASIS BUILDERS LLC Building Department Comments Tuesday, December 16, 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: Nailing Affidavit Work Classification: Roof - New Phone Number Parcel Number 1132060171530 Lot: Phone: (561)733 -3756 Page 1 of 1