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RF-06-1052Issue Date: 4/27/2006 Owner's Name: IRENE DAKOTA Permit Type: Roof Work Classification: Roof - New Job Address: 515 96 Street NE Comments: FULL ROOF REPLACEMENT Additional Information Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 10/22/2006 Contractor(s) LARRY J MEYERS INC Phone Primary Contractor Yes Type of Work: Re -Roof Additional Info: Classification: Residential 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. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF -4 -06 -1052 Phone: (305)762 -7273 1132060171560 Lot: PB: Total Square Feet: 2900 Total Valuation: $ 37,000.00 Required Inspections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $22.20 $7.40 $300.00 $6.00 $7.50 $343.10 Invoice Number Amt Due RF - 4 - 06 - 24629 C ^I ( y$343.10 Total: VVTT tltl APR 2 8 PAID Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Inspection Date: 09/26/2006 Inspector: Desharnis, George Owner: Job Address: Project: DAKOTA, IRENE 515 96 Street NE Miami Shores Village, FL 33138 J <NONE> Contractor: LARRY J MEYERS INC Building Department Comments Monday, September 25, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Lot: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)762 -7273 Parcel Number 1132060171560 Page 1 of 2 Passed Inspector Comments ' ' ' ) / e - 1 d g - - - — - - - s f - - - - " . Failed l Correction Needed I Re- Inspection Fee ($ No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 09/26/2006 Inspector: Desharnis, George Owner: Job Address: Project: DAKOTA, IRENE 515 96 Street NE Miami Shores Village, FL 33138 J <NONE> Contractor: LARRY J MEYERS INC Building Department Comments Monday, September 25, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Lot: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)762 -7273 Parcel Number 1132060171560 Page 1 of 2 No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 - 5 Passed 21 -25 Passed 41 -49 Passed 71 -75 95 -105 6 -10 Passed 26 -30 Passed 50 -55 76 -80 96 -110 11 - 15 Passed 31 -35 Passed 56 -64 81 -87 111 -134 116 -20 Passed 36 -40 Passed 65 -70 88 -94 135 -200 t ing Building Solutions For The Construction Industry i & os 13605 S.W. 149 Avenue - Unit 1 - Miami, FL 33196 suiting, g, Inc. 6065 NW 167 Street — Unit B -20 — Hialeah, FL 33015 PROPERTY ADDRESS: 515 NE 96 St. Miami Shores PERMIT No: RF -4 -06 -1052 OWNER: Irene Dakota CONTRACTOR: Larry Meyers TILE TYPE: Monier Flat ATTACHMENT.: 2 -2.5" Screws Testing Equipment: Digital Chatillon DFIS 200 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 THIS ROOF HAS: PASSED Front Reviewed by: 9 / Marlin Brinson, P.E Lic. No. 60749 Voice: 305- 256 -4550 FAILED Q THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. "ROOF SKETCH" 44 43 42 41 40 49 48 47 46 45 35 36 37 38 39 30 31 32 33 34 7 8 Test Tabulation 12 15 14 9 10 11 13 16 20 29 24 26 28 23 25 27 22 21 18 19 17 Lab Report No. 06- 090149 ROOFING SQUARES: 29 ROOF PITCH: 6:12 INSPECTOR INITIALS: JV /JB TEST DATE: 9/12/2006 C.A. #: 26095 Certificate: 02- 0501.06 Required Testing Force: 35 Ibs Floridatec.net Fax: 1- 866- 333 -6988 No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 41-49 Passed 71 -75 95 -105 6 -10 Passed 26 -30 Passed 50 -55 76 -80 96 -110 11 -15 Passed 31 -35 Passed 56 -64 81 -87 111 -134 116 -20 Passed 36 -40 Passed 65 -70 88 -94 135 -200 Front Reviewed by: g ineering & sulting, Inc PROPERTY ADDRESS: 515 NE 96 St. Miami Shores OWNER: CONTRACTOR: TILE TYPE: ATTACHMENT: 2 -2.5" Screws Testing E Digital Chatillon DFIS 200 THIS ROOF HAS: PASSED Marlin Brinson, P.E Lic. No. 60749 Voice: 305- 256 -4550 Building Solutions For The Construction Industry 13605 S.W. 149 Avenue - Unit 1 - Miami, FL 33196 6065 NW 167 Street — Unit B -20 — Hialeah, FL 33015 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS - 106 Irene Dakota Larry Meyers Monier Flat Test Tabulation FAILED 1 1 THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. "ROOF SKETCH" 44 43 42 41 40 49 48 47 46 45 35 36 37 38 39 30 31 32 33 34 7 8 14 9 10 11 12 15 13 16 29 24 20 26 28 23 25 27 22 21 18 19 17 Lab Report No. 06- 090149 PERMIT No: RF -4 -06 -1052 ROOFING SQUARES.: 29 ROOF PITCH :: 6:12 INSPECTOR INITIALS: JV /JB TEST DATE: 9/12/2006 C.A. #: 26095 Certificate: 02- 0501.06 Required Testing Force: 35 Ibs Floridatec.net Fax: 1- 866 - 333 -6988 Uplift Report required for final inspection. Not on permit package. 9/6/06 CG. Passed Inspector Comments / Failed i; ) \ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -15737 Permit Number: RF -4 -06 -1052 Inspection Date: 09/05/2006 Inspector: Grande, Claudio Owner: DAKOTA, IRENE Job Address: 515 96 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: LARRY J MEYERS INC Buildin Department Comments Wednesday, September 6, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 S° 08 LE Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)762 -7273 Parcel Number 1132060171560 Lot: Page 1 of 2 Inspection Date: 07/17/2006 Inspector: Grande, Claudio Owner: DAKOTA, IRENE Job Address: 515 96 Street NE Project: <NONE> Friday, July 14, 2006 Miami Shores Village, FL 33138- Contractor: LARRY J MEYERS 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: Lot: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)762 -7273 Parcel Number 1132060171560 Page 2 of 2 r v Inspector Comments Passed i ; Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Inspection Date: 07/17/2006 Inspector: Grande, Claudio Owner: DAKOTA, IRENE Job Address: 515 96 Street NE Project: <NONE> Friday, July 14, 2006 Miami Shores Village, FL 33138- Contractor: LARRY J MEYERS 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: Lot: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)762 -7273 Parcel Number 1132060171560 Page 2 of 2 Inspection Number: INSP -19278 juN t} Eti'D Permit Number: RF- 4-06 -1052 Inspection Date: 06/07/2006 Inspector: Desharnis, George Owner: DAKOTA, IRENE Job Address: 515 96 Street NE Project: <NONE> Contractor: LARRY J MEYERS INC Euildinq Department Comments Tuesday, June 6, 2006 Miami Shores Village, FL 33138- 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 (305)762 -7273 Parcel Number 1132060171560 Lot: Page 2 of 2 Passed Inspector Comments scv 1 ..._ _,, l � / // Needed ›,_L 1 7 Y Failed Correction Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -19278 juN t} Eti'D Permit Number: RF- 4-06 -1052 Inspection Date: 06/07/2006 Inspector: Desharnis, George Owner: DAKOTA, IRENE Job Address: 515 96 Street NE Project: <NONE> Contractor: LARRY J MEYERS INC Euildinq Department Comments Tuesday, June 6, 2006 Miami Shores Village, FL 33138- 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 (305)762 -7273 Parcel Number 1132060171560 Lot: Page 2 of 2 11 nspection Number: INSP -18493 pAy na Permit Number: RF-4 -06 -1052 Inspection Date: 05/30/2006 Inspector: Grande, Claudio Owner: DAKOTA, IRENE Job Address: 515 96 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: LARRY J MEYERS INC Buolding Department Comments Friday, May 26, 2006 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 (305)762 -7273 Parcel Number 1132060171560 Lot: Page 2 of 2 Passed Inspector Comment ' • /S ,, , �.� Failed VV ` Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 11 nspection Number: INSP -18493 pAy na Permit Number: RF-4 -06 -1052 Inspection Date: 05/30/2006 Inspector: Grande, Claudio Owner: DAKOTA, IRENE Job Address: 515 96 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: LARRY J MEYERS INC Buolding Department Comments Friday, May 26, 2006 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 (305)762 -7273 Parcel Number 1132060171560 Lot: Page 2 of 2 Inspection Number: INSP -15734 Inspection Date: 05/22/2006 Inspector: Grande, Claudio Owner: DAKOTA, IRENE Job Address: 515 96 Street NE Project: <NONE> Friday, May 19, 2006 Miami Shores Village, FL 33138- Contractor: LARRY J MEYERS 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 mAy 2 6 EliA Block: Permit Number: RF- 4-06 -1052 Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)762 -7273 Parcel Number 1132060171560 Lot: Page 2 of 2 Passed Inspector Comments p L (,- d s ci. , sQ e M Fict s- '. t e 1 r ( ( g 7; / `-', e....3—...„ Sa Li' ct / 5 z z - d 6 `� Fa i Ie Ell Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -15734 Inspection Date: 05/22/2006 Inspector: Grande, Claudio Owner: DAKOTA, IRENE Job Address: 515 96 Street NE Project: <NONE> Friday, May 19, 2006 Miami Shores Village, FL 33138- Contractor: LARRY J MEYERS 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 mAy 2 6 EliA Block: Permit Number: RF- 4-06 -1052 Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)762 -7273 Parcel Number 1132060171560 Lot: Page 2 of 2 Inspection Number: INSP -15733 Inspection Date: 05/09/2006 Inspector: Grande, Claudio • Owner: DAKOTA, IRENE Job Address: 515 96 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: LARRY J MEYERS INC Building Department Comments Monday, May 8, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: RF -4-06 -1052 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)762 -7273 Parcel Number 1132060171560 Lot: Page 2 of 2 Infractio Passed Comments TIN CAP SPACEING True Passed () ✓ Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -15733 Inspection Date: 05/09/2006 Inspector: Grande, Claudio • Owner: DAKOTA, IRENE Job Address: 515 96 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: LARRY J MEYERS INC Building Department Comments Monday, May 8, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: RF -4-06 -1052 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)762 -7273 Parcel Number 1132060171560 Lot: Page 2 of 2 Date 04/28/2006 Permit Receipt Permit Number: RF -4 -06 -1052 Invoice Number: RF -4 -06 -24629 Applicant: IRENE DAKOTA Company Name: Payment Type CheckNum Check 1788 Amount $343.10 Total Payment: $343.10 Friday, April 28, 2006 Page 1 of 1 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) 2r -'✓/ yi 7 &1 Phone # 2 :7 5 Owner's Address .St 9 f 5 City .fir ;k �► � ✓ State 1 421 - - Tenant/Lessee Name Phone # Job Address (where the work is being done) City FOLIO / PARCEL # Miami Shores Village Is Building Historically Designated YES Contractor's Company Name /4/-r y salit i f'; ° ,yr� r° Miami Shores Village pcmwml Building Department iE J Permit No. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Electrical 5 ` ; / ✓! ,/1 5/ - NO Contractor's Address 1/ // r�✓I��Z1 /� City State Qualifier Name Z.. 4/7 /24 v t . 9 State Certificate or Registration No. CC O S 7 7�a C;CC r GO Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ['Addition ❑Alteration ❑New Describe Work: t !( Structural Review. $ Master Permit No. Plumbing Mechanical Roofing Zip County Miami -Dade Zip Phone # Zip Phone # Certificate of Competency No. -• S 1233 Phone # Total Fee Now Due $ ' ?' i/ -1 n _ :';6, g841 -7 b ( , Square / Linear Footage Of Work: C7 C 4 Repair/Replace ******* * * **** * * * * * * * * * * * * ** * ** * * * * * * ** *F *** * * * * * * * * * *, * * * * * * ** ** * * ** * * * * * * *** * * * ** Submittal Fee $ Permit Fee $ t/ (.f 2?-' / i Notary $ Training/Education Fee $ i" s Scanning $ ‘ - C Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ CCF $ CO /CC Technology Fee $ 1 . Zoning $ . L See Reverse side --+ ❑ Demolition APR 2 8 PAID Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) C Lt::t 5 ' j ✓ e cp., c. L Mortgage Lender's Address 40575 �t ��' City 04" 1-41.^ -, t bl State OF/ Zip ` -5 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. Signature Sign: Print: Owne or Agent Con The foregoing instrument was acknowledged before me this 02 11 The foregoing instrument was acknowledged before me this 0 day of Apr11 , 2 0 6 , by Syne raGlole- , day of 4 Ott ( , 20 *, by tarry /itQye/S , who is personally known to me or who has produced PLO I,— ;liho is essonall k»n�r ne r who has produced as identification and who did take an oath. (Revised 02/08/06) 4 My Commission Expires: a APPLICATION APPROVED BY: rb to As identification and who didke NOTARY PUBLIC: p'� 30 - `fc S� - 5(1 j •� EXPIRES: February 20, 2010 Condod Thru Amory r4ubBe undorwritari Sign: Print: NOTARY PUBLIC: My Commission ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (7 Plans Examiner Engineer Zoning LARRY MEYERS, INC. 1141 W. McNAB RD. POMPANO BEACH, FLORIDA 33069 DATE OW 6 CUSTOMER -/A e k.0 To Whom It May Concern: PERMIT AUTHORIZATION I hereby authorize "Larry Meyers Inc." to act as my agent for the purpose of securing a Permit for installing a Roof or Siding as specified in the attached contract. This authorization allows "Larry Meyers Inc." or their agents to sign the Building Permit application and any other paperwork needed to obtain the construction permits required to complete said work as described in the contract as owner /agent and if necessary to sign the owners name for the following address: C STOMER SIG ATURE 4 2 ) — D7 - 5 °�� 3 0 0 TNTIFICATION(D.L. #) WITNESS TO OWNER'S SIGNATURE I, hereby acknowledge that the statements contained in the foregoing Sworn to and subscribed before me, this / 2._ day of ocument are true and correct . /./ , 200 KELLY A BECK MY COMMISSION N DD 520228 EXPIRES: February 20, 2010 Bonded nuu Moaary PublIc UnduwrIters il�dlll�fllil9N�1� 11�11�liIGl(i(lli�)l��l NOTICE OF COMMENCEMENT F= N 2o_aL:u a=u z A RECORDED COPY MUST BE POSTED pt! 7H>:.lQB ME AT TIME OF FUi.Sf INSPECIION Of; CE 4 ,ORDEC r 427 (his) ` � 1 �� ( _ , rRVE r kuvi „r CLERK OF COURT 6 PERMIT NO. --11 Z T A X FOLIO NO. L MIAMI -DADE CLUNTY, FLORIDA LAST PAGE STATE OF FLORIDA: COUNTY OF THE UNDERSIGNED herby gives notice that Improvements will be made to certain real property, end in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. 1 J and stTeet/address' - j � 1' afc S c- �yJ 1. Le al description of property s/ ze /a®' v ✓ A 5 -'� r g s -ill Lot, 13 5-1 RLK q Lo Si zoo S/s ev 5' ' s� "��/' 54 -ev Pt- 331 u 2. Description of Improvement* Ffri 11 o� iP fceec��✓ 3. Owner(s) name and address: interest in property: Name and address of fee simple titleholder: �ba ";*_Lrevu 4. Contractor's name and address: 1 y dlAeyeCS P ti 5. Surety: (Payment bond required by owner from contractor, If any) Name and address: Amount of bond $ 6. Lender's name and address: 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, Name and address: 8. In .addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address' . Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a 'fferent date is s Sig ature of Owner !idly • Print Owner's Name (�— Prepared by -�� al Swom to and subscribed before me this •2 1 day of Notary Public / 4 &I Print Notary's Name Bea_ My commission expires: - ° 'Pa” 129..01-S2 1+M[i6 4 1 Ww r4.,.) 3 5 5 STATE OF FLORIDA, COUNTY OF 'DADE l HEREBY CERTIFY that This Ls c lry,c eccy of the original lied in this office on d';• of hand no C: {CCI5: I. ': CCL'rSS D.C. 1 Contractor's Name Job Address ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof Levrrl .E • • • • ••• i Florida Buiidin'do = onaG t_ -o High Velocity Hurricane Zone Uniform Permit Application For Section A (General Information) Master Permit No. ' X ' ® b Process No. r aS ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE IS Re- Roofing ❑ Recovering 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, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■M■■■■■■■■■■■■■■■i■■■■■■■■■■■■■ MEMEMEMMEMMINIMOMMOMMEMMMEMEMEMEME MENEMEMEMIMMEMMEMMOSIOREMEMEMMUMMEMONMEMENNO MME ■E■■■■■■■i■■i ■ ■OV /Iiii ■E■ iii■■■■■■■■ ■■■■■■■■■■■■■■ ■E■■■ ■M■■■■ ■MM ■M■ ■M■ ■■MM■■■■■ ■ iii■■■■■■■■■■ Ln■■■■ i■■■■ mum■■■■■■■■ M■■■■■ ■■■ ■ ■■■■■■■■■ ■E ■ ■ ■■ii ■i ■i■■ ■■■■■■■■■■■■■■■ r■■ ni■ ii■■■■■■ ■■■■■■■■■■■■■■ i■ ii■M■ ■ ■i ■■■■ ■ ■ ■ ■■■ ■ ■■■ ■ ■ ■■■ ■■■■■■ ■■■ ■■ iii■■■ i■ i■■M E■■■■ In■■■■■■■■■■■ mnunnnonno ■■■ ■■■■ ■■■■■ ■■■■■■M■ ■ ■ ■ ■O ■■ ■iii■■■ ■ ■ ■Mi ■i ■ ■nIhnlIMM ■MO■iM■i ■■■ iii■■■ II■M■ EM■■■ i =i ■i■■OM ■iM■■ ■■MM ■MMM■■■ ■ ■ ■i■ ■iii ■■■i■ ■i■■Eii ■ ■■■■■ ■■■■■■■ ■■■■ iii■■■■ M■■ tiI■ E■■ ■ ■ ■■■■ ■MM ■ ■ ■i ■M■ ■■■■■i■■MM ■i ■■ ■■■■■■■■■■■ i■■■■■■ ■■■■i■i■■i■■ ■MO■■i ■■MMEWBEM!E■■ iii ■■ETEMIMM■■E ■i ■i ■EEM ■E ■ ■OM ■■■■■■■ i■■■ M■E ■ ■■■i ■E■■■■ ■ ■ ■ ■ ■ ■ ■ ■Ei ■ ■ ■ ■LM iii■ lM■■ E ■■■■■nEMM■ ■E ■E■■■■ ■M■■■OEM■■■■■ ■■■ ■■ ■■■■■■ Ill■■■■ ■■■ ■■E■ ■i■■■■O■■i■■■■ ■■M /; ■� UMMMEMEM■■■i ■■■E■■■■ ■i ■i■ ■ ■i■■■ ■■ NOMM■■■■ E■ iE■■■ iM■■■■■ iO■ i■■ M■ i■■■ I■■M■■ ■ULIMA ■ ■M ■ ■E ■iM■ ■ ■E■EME ■i ■■E■■■ ■■■■■■i■■Mil/ ■i ■ ■ ■■ ■■■■■u■■i■ iii■ ■ ■ ■■■■■■■r■■!i■■E■ ■ ■■Ml■ ■iii■ ■■■ ■■■■i Mii■EE■i■i■ ■■■ ■■■■■■ ■mirumn ■■■i■ ■ ■ ■■■ iinnH/■ iii■■_ n/ 1■:■■■■■ misumm■ ■■■■■■ ■■■■■ ■■i■■■■■■ ■ ■ ■E ■M 2111.1A/11 Z=� 3■/ ��! 2i■ I41BJ1 .� .i ■■ ■■■■ii■■■ ■■ ■MMEM■M■■■ 1 ■ ■ ■EE ■ ■ r ■ innonmmiioii iii i i iinE nn n ■ ■n ■ ■ ■E■OEME ■O■E ■OM■ M ■ ■ ■■■ ■■■■nnnO ■M ■ ■ ■ ■ ■ ■ ■ ■ ■f ■ ■ ■ ■ ■ ■■ ■r ■ ■ ■ ■ ■n■ ■ ■Ei ■ ■ ■ ■ ■■ ■iii■■ ■ M MM MMMMM MUiiMMMMMM MMMMMMMMMMMMMMM ; I MCiiiiiM mmil MiiMmiis ■■■■■■ ■t■ ■■Iu■■ ■■■i■ ■■■■■ E■■■■ ■■ ■■■iii■■■■■■MEMOM■EM ■ ■f ■I!'1■ M■■■n■■■■■■i■EMMi'iii■■■ ■■■ ■■ ■■■■ ■■i■■■iM■MOM■MEMO■i■i ■Mi■ iii■ fi' 1 ■ 17 ■■■ ti■■■ hldl'LJ ■i■■■■■■■■iEiiiii■ii ■ ■E■ MMMMMMMMM MME MMMMM:: MMMMMMMMMMMMM�: MEM 6M�M: I.: MMMMMM ::EMEM:MMMMMMMMMMMMMMMMMMMMMI ■■■■■■■■■■■ OM■ E■■■■■■ O■■ E■■■E■•■■■ i■■ � M■ M■ M II �DMMYMMM %MM�MMMMMMMMMMMMMM ■ ■MMM ■ ■ M ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■ ■■ ■■■■O ■■NLl`►`lii7A ■a■ /MEMPO 1� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■GMEMMEMME ■■ ■■i■■1 1 A 71 ■\ i! I■ 1/■ M■• rM ■rl• ■\lAMiiii ■E ■■ E ■■M■■ IMME ■■ ■MM■ ■ ■ ■ ■ ■ ■ ■ ■ ■s ■ /III6■ ■■ ■■ ■■■■ Ell mmmmmAHOMM OMM■MM■ ■MMMMMMMM■MMMM■MMMMMMMMC ■■■■ M■ MM■ MM■■ MMM■■ MMMM■ M■■ ICAIMM M■ M■■■ MMM MMMMMMMMMM ■MMMMMMMMMM ■MMMM■MMM ■M■■ ■ ■■■■■■■■■■■■■■■■■■■■■■■■■ r■■■■■ mM EMM IM EMO f O■ 7 Ii■■ o ■■ ■ti ■M■i ■E■■ ■MEMEE■ ■M ■E■ ■E ■M■■ ■■■■■■■■ ■■■■■■■iiii■■■■■ii■■rsmr!In■.7■ ■■ c■ o■■ im■■ p ■■■7L■■■■■ ■m■■ ■s■■■■■■■iii■■■■■ ■■■ i■■■■■■■■■■■■■■■■■■■■■■■■■■U INIMI:]■ 7 ■■ c■■■■AMME L QU■Ja ■■■■■■■■■■■■ ■■■■■ ■■ ■■■■■■■ MMMMMMMMMIMMMMMMMMMMMMMMMMMMMMMM MUM�M�iiiMUMWMAMMIMNMMiiii EMEMUMMEMMIiiiii EMMME : MMMM MMMMM MMMMMMMMMMMMMMMMMMMMMEMEMM: M MEMME MMO MMMMM MEM:M ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■ ■MEMO■■ ■EM■ ■■M■EO ■O ■E ■M■ ■■ ■■■■MEMO■■ ■■■EMM ■■ ■ME■ ■EM ■M ■MM■ ■ ■ ■ii■i■■■■■Mi■■■ ■iii ■ ■iii■■i i■i■■■■i■■■■ iii■■ ■iii■■■■■■■■■■■ ■E■■■■■■ ■ ■■■M■■ ■iii■ ••• • • • ••• gir • ••• • • • • • • • •• • • • • • ••• ❑ Repair ❑ Maintenance • • • • •• • 2-10® / 7 3'131r ciif Mortar /Adhesive.Set Tile. ❑ Wood Shingles /Shakes Florida Building Code Edition 2001 High Velocity Hurricane Zone Uniform Permit.Appiication Form Notice of Acceptance Number: 0 2_ _I Z // o C '$ Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: Pmax2: Pmax3: Mean Roof Height: Sloped System Description eck Type: ype Underiayment: nsulation: re Barrier: Fastener Type & Spacing: dhesive Type: ype Cap Sheet: • • • • • • • • • • • • • • • • • • • • .• ••• •• • • • .. • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • •• • • • •• • • • • . • • • • • • • • • • •• • ••• • • • oofing Covering: ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Edition 2001 High Velocity Hurricane Zone Uniform Permit.Appiication Form Notice of Acceptance Number: 0 2_ _I Z // o C '$ Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: Pmax2: Pmax3: Mean Roof Height: Sloped System Description eck Type: ype Underiayment: nsulation: re Barrier: Fastener Type & Spacing: dhesive Type: ype Cap Sheet: • • • • • • • • • • • • • • • • • • • • .• ••• •• • • • .. • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • •• • • • •• • • • • . • • • • • • • • • • •• • ••• • • • oofing Covering: ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (RAS) No. 118 (RAS) 118.14 C. When valley terminates onto roof plane install in accordance with stan- dard valley flashing procedures: 3.10 Hip Starter CHOOSE ONE of the following: A. Prefabricated hip starter. E. Use standard hip tiles as starter. ROOF FRAMING PLYWOOD ROOF SHEATHING ROOF UNDERLAYINENT BARREL OR FLAT TEE Ian 1 DA NETAL STRAP TCIRT T CENTER TO CENTER BATTENS (AS REO')) - -- 1. Apply a lead soaker /skirt underneath the eave end val- ley to carry water off the val- ley back onto the field tile (See Drawing 4) 2. If lead skirt is not used, extend complete width of valley metal to carry water off the valley back onto the field tile. 1. Miter tile as hip starter to match eave lines. HIP OR RIDGE TILE NAILING DETAIL DETAIL 1 DRAWING 813 HIP OR RIDGE TEE / �� RIDGE NAILER PRESSURE TREATED DETAIL 2 28 GAGE PREFORMED METAL CNANPEL FIISTBED Tr oa wm4 APPRO h ROOF ISMS OETIKl4 et 1 ION OW 18 080& MOT CIPBMX OSESP1gE SET IN1822 8002831L FASTEN PUN MI Malt? � 08SXPH SCRIM INIOPLIMOOD '4 1 MEWS INTO 24 PROVO! (It 24* an all WS 81011 OF =COM csTEemleAlcEtea 00 lik R00PTPaE80 -' RIDGE BLOCKING DETAIL - 8811. MMCOMWCE WRHPRODUCTAPPROWIL WA. / -2AaPt BIAC {W A' OFPM OF Bt:OfJ010 TO na�9000DD8e�i11OW�47E RIOIOF ROOF) PROOF YEE � 1R 4 FLORIDA BUILDING CODE — TEST PROTOCOL HVHZ • ' • M Required Moment *Resistance* Mean Roof Height Roof Slope • 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 .. 30.1 31.6 32.8 34.9 6:12 26.4 28.0 • 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 •NSA• • • • • • •NSA• • •• • • • • • • • • • • • • • • • • • • • Description Section E (Tile Calculations) For. Moment- basedtile systems, choose either Method 1 or 2. Compared the values for M with • • the values from M If the'M values are greater than or equal to the M values for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment -Based Tile Calculations Per RAS 127" (P xa' _ ... • AK, Mg: = M NOA M, (P x A = ) NIA: ='M _ NOA M, (P x A = ) - Mg: = M NOA M, Design Pressure Mean Roof Height Roof Slope Aerodynamic Multiplier d Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Average Tile Weight Tile Dimensions Florida Building Code Edition 2001 High Velocity Hurricane Zone Uniform Permit. Application Form Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M From Table Below 2 - � ° ° NOA M 510 'Mu County Board of Rules and Appeals. 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 the attachment method is acceptable. Method 3 "Uplift-Based Tile Calculations Per RAS 127" (P xI: = xw:= _)- W:xcos 0: =F NOA F' (P xl: _ = _ )- W: 0: = F 2 : NOA xI: _ = _ xw: = W: 0: =F NOA F P1 or P2 or P3 H 0 Where to Obtain Information Symbol Where to find RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Job Site Job Site NOA 1•OA• • Iri • • •Glculat)d • • • • • • • NOA Calculated • • • • • • •• All calculations must be submitted to the Bu (ding Official at the time of permit application. ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of 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 initials in the designated space indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zones) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are hot part of the,zoning code, should be addressed as part of the agreement between the owner and the contractor. 2 . Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 15 (High Velocity Hurricane I Zones). The roof deck is usually concealed prior lo removing the existing roof system. • Common Roofs: Common roofs are those which have no visible delineation between neighboring units (Le., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing I . . work to be performed. f�. 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 architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be Ci)___ acceptable. This provides the option of maintaining this appearance. \ 5 Pondering 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. V Ponding conditions should be corrected. 6. Overflow Scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge 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 requirements of: 1 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 life of the roof. , Owne 's /Agent's Signature Form AB -326 ( Page 2 of 7) New 10/13/05 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS .. ••• • • • .. • • • • • • .. •.• .. • • .• salt • •• • ••• Contractor's Si: nature • •• • • • •.• •.• ••• . . . •• . ••• • • • ••• • • C • • • • • • • • • • • • • • • •• • • • • • • • • •. • • • • . .. ••• • • • ••• • MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet' the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystick P, IR/IRX, TU, TU Plus and MU Underlayments 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 revises NOA # 03- 0818.03 and cog5istuf gages I thrpugh 4.. The submitted documentation was reviewed:by Jorgje Lac$b4. ; . .. . . . . ... . • . • • ,.1• • • • • •• �• i •1' • • •• ..• • • • ••• • • •• • • • • •• • • • • • • . • • • • • • • • • • •• • ••• • • • ••• • • • • • • • • • •• • ••• • • • • • • ••- • • • • • • • • • • • • • • •• •• 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 NOA No 04- 0810.03 Expiration Date: 09/13/06 Approval Date: 11/24/05 Page l of 6 ROOFING COMPONENT APPROVAL Cateaorv: Snb- Categorv: Material: PRODUCTS DESCRIPTION: Polystick P underlayment Polystick IR/1RX underlayment Polystick TU underlayment Polystick TU Plus underlayment Polystick MU underlayment Product Dimensions Roofing Underlayment SBS , APP Self- Adhering Modified Bitumen Test Specification Roll: ASTM D 1 970 75' x 3' 40 mils thick Roll: TAS 103 and 65'8" x 3'3 ASTM D 1970 80 mils thick Roll: TAS 103 and 32'10"x3'3- ASTM D 1970 100 mils thick Roll: TAS 103 and 65'8" x 3'3 ASTM D 1970 80 mils thick Roll: TAS 103 and 65'8" x 3'3 - ASTM D 1970 80 mils thick .. ••• • • • ..... • .. • • • • • .. ... 1 • •. • • • .... .. . • .. ... • • •. • • • •. • . . . . . •. 1 •.• • • • ... • • • • • • • • • .. • ... • ...... • • • • ... • • • • • • • • • • .. • Product Description A polyethylene top surface, self - adhering, SBS polymer modified bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat rooftile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced with a hight strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and rooftile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use an an underlayment in . slopedroof assemblies. Designed as a m roofing and roof tile underlayment. • • NOA No 04- 0810.03 Expiration Date: 09/13/06 Approval Date: 11/24/05 Page 2 of 6 EVIDENCE SUBMITTED: Test Agencv Exterior Research & Design, LLC #11756.04.01 -1 TAS 103 04/27/01 #11756.08.01 -1 ASTM D 1970 08/14/01 #02202.08.05 TAS 103 08/29/05 PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02 PUSA- 005 -02 -01 ASTM D 4977 01/31/02 PUSA - 018 -02 -01 ASTM D 2523 07/14/03 Test Identifier Test Name/Report Date •• ••• • • • • • •• • • • • • •. • •• ••• •• • • • •• • • ••• • • • • • • • • • • • • • • • • • • ••• • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • NOA No 04- 0810.03 Expiration Date: 09/13/06 ••• • ••• Approval Date: 11/24/05 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied.. All side laps shall be a minimum of 3 -1/2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to lap areas. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing: None •• ..• • • • • • • • • • • • • • •• •.• .• • • • .. • • • • • • • • • • • • • • • • • • ••• • • • • • • • • . • • • • • • • • • • • • • • • •• • ••• • • • ... • • • • ... • • • • • • • • • • • • • 1 • • • • • • • • • • • .. • • • • • • • 0 .• • • • .•. • • NOA No 04-0810.03 Expiration Date: 09 /13/06 Approval Date: 11/24/05 Page 4 of 6 Tile Profile Polystick IR/IRX Polystick MU Polystick TU, TU Plus Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation LIIVIITATTIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P and IR/1RX may be used in asphaltic shingles, wood shakes and shingles, non - structural metal roofing, and quary slate roof assemblies. Polystick P shall not be used as roof tile underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be applied over an existing roof membrane. 6. Polystick P shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick IR/IRX, or MU shall not be left exposed as a temporary roof for longer than 90 days after application. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times. 7. 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. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice. Polystick TU, 111 Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR/IRX is limited to mechanically fastened roof tile applications. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as described below: The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. .. ... • • • • • .. • • • • • • • .. ... .. • • • .. • • • ... • • • • • • .. • • • . • • ... • • .. • . • • . . . . . . • ... • • • .. ... • • • ... • • • • ... • • • • • • • • ... • • • • ..... • • • • • • • • • • • .. .. NOA No 04- 0810.03 Expiration Date: 09/13/06 Approval Date: 11/24/05 Page 5 of 6 LIMITATTIONS: (CONTINUED) 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure. 1.1 This Notice of Acceptance. 12 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, IRJIRX TU, TU Plus & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, IR/IRX, TU, TU Plus & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, IR/IRX, TU, TU Plus & MU is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, the Miami -Dade County logo or the following statement: "Miami -Dade County Product Control Approved ". BUILDING PERMIT REQUIREMENTS: 1. Application for building permit shall be accompanied by copies of the following: 1.2 , Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. • • • END OF THIS ACCERTANCE . .. ... • .. • .... • • • ... • • • • • .. • • ..... ..... ... ..... • • . • • • • • • •.• 0 • • • •.. • • • • • • • • • • • • • • • • • • • • • .. •. 0 • • •. •. ... • • • ... • • Roofing Tiles (6 Max. Per Stack) NOA No 04- 0810.03 Expiration Date: 09/13/06 Approval Date: 11/24/05 Page 6 of 6 MIAMFDADE BUILDING CODE COMPLIANCE OFFICE (RCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. BESCRIPTION: Atlantis Shake & Slate 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 NOA consists of pages 1 through 6. The submitted documentation was reviewed By'rnk Zalodga,g1C. • • ...... • • • • • .. ... •. • • • .. • • . ••• • • • • • • • • • • • • • • • • • ... • • ..... •• • ..... .. • ... • • • ... • • • • .. • • • • • • • • . • • • • • ... . • • • • • • . • • • • • • .. .. • • • .• .. ... • • • ... • • 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 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC 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 Applicant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Aaencv 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 Roofmg Tiles Concrete Dimensions 1 =15" w = 10 3 /8" 1 'V." thick 1= varies w = varies varying thickness Test Identifier 7161 -03 Appendix ffi 94-060A 94-084 • 25 -7494-5 • • • • • • • • •• ••• •• • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • ••• • • • • .•. Test Product Specifications Description 25- 7094 -2 25- 7094 -8 PA 112 PA 112 • • • • • • • • • • • •• • • • • • • .. .• • • • • • • Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. 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 NamefReport Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) • • Static Uplift Testing • • PA 102 •(41 H ®adlap, Nails, Direct Deck, Recover/Reroof) • • • • • • •• • Date Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01109/03 Page 2 of 6 Test Aaencv The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 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. Professional Service Industries, Inc. 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. Walker Engineering, Inc. Test Identifier 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Caiculatiotas • • • • • O aJcult iops • •• ••• •• Calculations ..• • • • • . . •. 25 -7183 .•.• • • • .• • • • • • • • • • • • • . . 0 • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • . 00 • ••• • • • • • • • *Aerodynamic Multipliers Two Patty Adhesive Set System • • • ..• • • • • • • • • • 009 • • • • • • • • • • • • •• • • • 01 .• • • ..• • • Test Name/Report Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) 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 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Date Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 March 1999 Sept. 1999 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 3 of 6 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.25 0.865 Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater DirectDeck Monier Lifetile Atlantis Shake & Slate Tile Direct Deck Direct Deck Direct Deck Direct Deck 6.0 5.9 5.8 • 5.6 5.5 Table 2: Aerodynamic Multipliers - X (ft) Tile Profile X (ft) Direct Deck Application Monier Lifetile Atlantis Shake & Slate Tile 0.24 3. LIMITATIONS 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate 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 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. • • •• • • • • • • • • • • • • • • • • • •• •' • • • • • • • •• • •• • • • •• • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • •. • • • •• • • • • • • • • • • • • • • • •• • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• ••• • • • ••• • • NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 4 of 6 Table 5B: Attachment Resistance Expressed as a Moment - M (ft -ibf) for Mortar or Adhesive Set Systems ....... . Tile • • Profile '. '::: .. . ■ • • • • Tito ::Apbiicdtion Attachment Resistance Monier Lifetile Atlantis Shake & Slate file •' • '' ' Mortar Set 39.0 Table 5A: Attachment Resistance for Single Patty Expressed as a Moment - Mr (ft -Ibf) Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile PolyPron' 118.9 PolyPro 40.4 4 Large paddy placement of 45 grams of PolyProT. 5 Medium paddyfilacement of 24 grams of PolyPro Table 4: Attachment Resistance Expressed as for Nail -On Systems a Moment - Mr (ft -Ibf) Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Fastener Type 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) Direct Deck (min 15/32" plywood) 30.9 7.3 14.0 30.8 51.7 24.3 19.0 35.5 31.9 Direct Deck (min. 19/32" plywood) 38.1 9.8 18.8 30.8 51.7 24.3 19.0 35.5 31.9 Battens 17.2 4.9 7.4 18.2 24.4 24.2 22.1 34.8 32.2 2 - 10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment M (ft -ibf) for Two Patty Adhesive Set Systems Tile Application Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Adhesive Minimum Attachment Resistance 31.3' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. • • ••• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • . • • . • • • • • • • • • •• • ••• • • • ••• • • • • • • • • • •• • ••• • • • ••• • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval, Date: 01/09/03 Page 5 of 6 i 5. 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 ". 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. OVERLAY PROFILE DRAWINGS i �. a A1ERL0 s isvr OVERLAY • • •• • • • • • � • • E'.`Y (laid AcCI3irAJCE • • • .•• • • • • • • • •• • • • • • • • • • • ••• • • • •• • • • • • •• • • • • • • • • • • • • • • • •• • ••• • • • ••• 0 • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MONIER LIFETILE ATLANTIS S114161444 NATE ropicf E't4 ROOF TILE NOA No.: 02- 1211.08 Expiration Date: 12 /16107 Approval Date: 01/09/03 Page 6 of 6 (RAS) No. 118 (RAS) 118.14 C. When valley terminates onto roof plane install in accordance with stan- dard valley flashing procedures: 3.10 Hip Starter CHOOSE ONE of the following: A. Prefabricated hip starter. E. Use standard hip tiles as starter. ROOF FRAMING PLYWOOD ROOF SHEATHING ROOF UNDERLAYINENT BARREL OR FLAT TEE Ian 1 DA NETAL STRAP TCIRT T CENTER TO CENTER BATTENS (AS REO')) - -- 1. Apply a lead soaker /skirt underneath the eave end val- ley to carry water off the val- ley back onto the field tile (See Drawing 4) 2. If lead skirt is not used, extend complete width of valley metal to carry water off the valley back onto the field tile. 1. Miter tile as hip starter to match eave lines. HIP OR RIDGE TILE NAILING DETAIL DETAIL 1 DRAWING 813 HIP OR RIDGE TEE / �� RIDGE NAILER PRESSURE TREATED DETAIL 2 28 GAGE PREFORMED METAL CNANPEL FIISTBED Tr oa wm4 APPRO h ROOF ISMS OETIKl4 et 1 ION OW 18 080& MOT CIPBMX OSESP1gE SET IN1822 8002831L FASTEN PUN MI Malt? � 08SXPH SCRIM INIOPLIMOOD '4 1 MEWS INTO 24 PROVO! (It 24* an all WS 81011 OF =COM csTEemleAlcEtea 00 lik R00PTPaE80 -' RIDGE BLOCKING DETAIL - 8811. MMCOMWCE WRHPRODUCTAPPROWIL WA. / -2AaPt BIAC {W A' OFPM OF Bt:OfJ010 TO na�9000DD8e�i11OW�47E RIOIOF ROOF) PROOF YEE � 1R 4 FLORIDA BUILDING CODE — TEST PROTOCOL HVHZ